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211 BRIDGE STREET - BUILDING JACKET 2I1 BRIDGE STREETFM ,I CITY OF SALEM, MASSACHUSETTS t�3l' BUILDINGDEPARTMENT � A�t 120 WASHINGTON STREET,3m FLOOR \^ TEL. (978) 745-9595 FAx(978) 740-9846 KIMBERLEY DRISCOLL MAYOR THomAS ST.PIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING COMMISSIONER January 13, 2014 First Universalist Society of Salem Reverend Grubbs and Reverend Walsh , 211 Bridge Street Salem Ma. 01970 Dear Church Members, This Department has recently been notified that your building will be hosting concert events. The current use of the building is classified as an A-3 Assembly Group. This includes Churches , Houses of Worship, dance halls (not including food or drink consumption)lecture halls etc. The use of the Church as a concert venue causes a change in use group to A-2. Changes of use group require an owner to bring the building into complete compliance with all Life Safety and Accessibility Codes. Some of the major items would be handicap accessibility, fire sprinklers,bathroom requirements and compliance with structural and seismic upgrades. A further issue would be the issue of use under zoning. Massachusetts. Zoning Law exempts religious use from zoning. Concert venues are not exempt from zoning requirements. Going forward, you are directed to cease holding this type of event .If you wish to pursue the use as a R-2 use group, You are directed to secure the services of a Mass. Registered Architect to begin the code review and accessibility upgrades. Thomas St.Pierre Building Commissioner/Director of Inspectional Services Commonwealth Of Massachusetts City of Salem Mnp: mnek: Lot! 35 0194 In Accordance With Massachusetts State Building Code 780 Cmr,Section 106. 5, Table 106 CERTIFICATE OF INSPECTION is issued to FIRST UNIVERSALIST CHURCH ` , I Certify that Ihave Inspected . ected the . CHURCH . ...... ..... .... . ... . sp (A3) H known as FIRST UNIVERSALIST SOCIETY OF SALEM located at 0211 BRIDGE STREET in the City of Salem . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The Means Of Egress Are Su�cient For The Following; Number Of Persons BY STORY Story Capacity Story Capacity CAPACITY NOT TO EXCEED TOTAL POSTED EACH ROOM, NOR SHALL IT EXCEED TOTAL OCCUPANCY NUMBER OF 350 OCCUPANTS AT ANY TIME. BY PLACE OF ASSEMBLY OR STRUCTURE Place of Assembly or Structure Capacity Location Place of Assembly or Structure Capacity Location Sanctuary 300 1st Floor Balcony 50 2nd Floor Dison Room 77 Basement Library 16 1st Floor Class Room N2 16 1 st Floor Bolle's Hall 258 2nd Floor Anna Hill Room 35 1st Floor Nursery 7 1st loor Class Room if I 16 1 st Floor Ci-2014-0076 01/09/2014 01/09/2015 Certificate Number Date Certificate Issued Date Certificate Expires Building Off,c ** .4 CO/'} 01' 17118 r'l,-YTIFICAT! /it; PQS'T(a.) !tV' C'l.l ift I IFFt 1I,-41 tit l 1.:�'):2.r ■ trttvt■/mtomm■rttto ■■■ w ■ ■at Emmm■■■m■/itm/■n/■/ntmttort/m / ■■/■t■■■■■■■//■■■tt■■onom■oomt ■ t ■��Nt��l��■■■��\��%��mtm��a�\t■��u��i��m��■■�Ottamt■■�t�iN��iNo fi OFF sooiiiiiiiitiiiiiii�iiiiiiiii■iiii .........■.■......N■1t■tm■mNm■■■tarot■a■■■�anm■■m■xxrtNnl�lt■■I mf■YZ�t............................... iiiiilNiiim u unt o iuiiiiiiiiiiiiii�iiii�■iiiiiiiim�ilutittiiiiN smommovammemonon nONtOn/t1■N�imumtm�il ■■mn■■■■■■■Ott/■■a■m=tNutat/rotat11rt■mtwt■Ot■mmmama■■■Om/■■■■amt■■■■■■t■■■■■�t ■t■■mNm■■t■tttttNl.■■tn■ttt■■///■/!■■■mtt■t■t +��wm.�riGGii//mai rrf ile�d.��t■ttt/\Ott/■■■■t//■ ■ matt■wo, ■■tntttn■1'. _��son\o8�rmus onsomNomm Imiiiiili�U�onsommoAgisfYmas �C3Cy70 'I+�ni��%�\�t�� oil a we won n I III MEN afiON �ift on • r�n 0 ■■�iiu%ra ame'.'�tEmommei iiiiiqu��iiiiiiiiiiiii�iiisi;i'■.iiiiiiiiiiiiiiiiiii No Q/tmOmtN/■mu /,NA �. mttVq'I■ttOt■mottO■■■■ 1■at■t/m//■/mm/mttMtw//m■t'.9"..^_!m/n///mama///roto WmtutBoom S ■�i ` ■�■�:ii:::::au: i::a.=iC'::::::::::::::::�ei�iiaiiiiiiiiiiiiiiiii MomnmNn■■■■. rattt��t/atrto t ■tm■m■■�■ttttotw■ I■■/tltrtortttotrt■■■■tat■■■■�■arttrrtt■r/rttt■m■ Boom mot//■ht■tt■t■1■ tpr■t■t■ rot■//t//■w�/ 1�t//Is/t/■■ttttttrtt■ttttstttr dr attt■ttt■■tt/tt■// Ommaamtn■■tnmt■tnl■ ■t tq�� ■t.■ftHtmtaLt lt/t/tttt■■tt■tttt/t■/m■/t■tttxty■tt■ttt■■t■tttOtt mNttt..nt��■■.aEtlw.. ■��■fit■■ u■Nsommofta I■O��IB��t�■Illa�t■fa��■■Ott■a��i■��■��%�� mfmn=/p■=t■■■■ W, �w■ft ant SENSE 501F tlet■Nmnwmmt■■■N■fNntm■ ION■■I■tNt�r■■■f■■trot■■m■D■tfmmtr■9Ot■■Ntf■■amtatm■■ mo■ommomm■motamm Illy■� tL■■fir■tftt■t■■tOtt■t// 111■tt/t/ /rlrllmttlC7t■/m■t/tr//■t9■//■///■matt■tOtt ■mom■mutt■/O/om Ilt�mm aT/ ■1'/mta►>I1/.S1mf.1B/O///"Int/■I■/OUJ01Lii;��6a1■Itr�1/�/mm■■Ud■■■■Om■■■■■tam■t/ ■matoBttmN■tmtNNCARRIES rOm I■r1►1■Lr:.NOtt'IIII■fi/!tmmtt/ Intro/IIInGtr1■/If■m1107tr%III■filo■■■dOm■■at■■■Ot■B/m■■ ■/tn/tu/■■m///m Lrttl� Imd1VlMIr�'intu■►�tronmt/ mr/tllttttttr/mut\yr>,vdrea\%ter■m■drt■■tttrr.ttrtr■■ �m■■mmmnmmm■■nm■t rmORN■trw■tmr'Imttotnnn■/t Ir/omldmm//■/a►G/■I�r1/fit■■■OOtt■■■tttOtt ■■mmomm■tt nt■ftu■�u■utmn� u==tumtuvmut■■■umaomttlt■Nolammtt■uriam�mmo■t■uusu■uu■tQutm■m■■tt ■mowntom ■t■aon ■ Yr �Yttt■■■tram ■tt■t■■tt■Ilt■tmlltmn■■mt,�!i/'/.�//■tttmmmm/r�r 9■//■■/m■■■mtmt■mt ■■■■.�■■■■.■.■�■�■■ GGiriir■r�■rr■�i�■r■■rrrr■rrr lot■■Illff■■m■■Ilfimfffmff■f■ffa■■O.ff■m■■■11■■■f■f■■ onnt■■twoNWm ■EN�INmt■NIMON■■il►Vtnt■tmmtm■mttltttmldmmo■■mtV1■fm■m■m■ttt■mmtrr■mom■ttt■■t/mm■■m■ ISO tm■ ■N■fmn■t■■■mm■■■■■■mommomom _ ■■oom immima=ONN O■mmm■t■t■to@nammomommoommoommmosonmumi monRnu■w/r5/■trr�gwsiaru/Illctl/O�t/sm►Itma/!'tet=tem■a■rttmm■uuamu///ouuarutuuu■rwtotm Rordr, mmtt■ttuuuntfe�sr■mr■a1rr,• routln..urmMlumsa�mtan�lrrmnnttn■■m■unumwmuwm■±mr utumtu■■ftmum■ t■■■ftomBROWMENNOW■uu■■r■■t■■■■■r�■■■■r■rr■■■.■wrr■■./■■w■m■t■m■mmrw■m■mt ■f■■■■ ma■■Nttnm■tmammttBt■t■mot■■■■■utfmmt■■■■mmmm■BNt■fmtm■m■tt■■t■ft■mom■m■t■tmmtt■■m■tt■■■m■■■mtmtmtt =■■■mtt■m■tt■■■n■■t■t■mmt■tmt■f■■mom■■■■■■mNnmta■■■/■Nm■tt■mN■mtfmmm■mat■■mmtt■mm■t■■■■m■■tmt■tmtt MAP_36- LOTA2SUFFIX ADDRESS PRIMARY E: DORMERS: ROOF: PORCHES: • c Const , v f D No. Frt. Matl-1 4-Code �St' sty. /DD— SCj73 Frt. Type Area Area. ,{&�j No. Side FUEL Quality ADDITIONS: % Side Type 2-Code Number _� No. Rear HEAT: Area Const. '2 _Q� % Rear Heat Code Quality -- Sty." as - Rcy�ATTIC: Cen.A/C 3-Code S.F.. 2 No. Rms. PLUMBING: Area Const. 3 % Fin. 4 Fix Quality Sty.' 3 FIREPLACES: 3 Fix MISC.IMPROVEMENTS S.F.: 3 ' Hse. Op. 2 Fix 1-Code Const. '4 Bsmt. Ext.WC Units Sty. 4 Chim. N Ext.Sink Rate S.F. 4 Wood St. Mod.Bath Grade SKETCH-DATA: /1 % Depr. —6jq —?�J� —41149—�g&— 2-Code x cy�-416-jj , Units C - (3/L -.f9fi - 63 h &-i Rate Grade % Depr. 3-Code Units Rate Grade % Depr. r [O, CERTIFICATE ISSUED DATE December 22, 1993 CITY OF SALEM " SALEM, MASSACHUSETTS 01970 BUILDING PERMIT a4[ CERTIFICATE OF OCCUPANCY DATE Zulgwt 10 19 33 PERMIT NO. 333-93 APPLICANT Harrison &I -'obck. ADDRESSy L'=lZai� ' �rL, (.0.I ISTREET) ICO4IR•5 UCENSCI PERMIT TO 1 era$ions arch NUMBER OF (_7 STORY DWELLING UNITS I'll, Of IU P.OVEMEMTI •10. IVPO.OSEp VfEI AT (LOCATION) i11 Bridge St. `E;ara 2 ZONING D - DISTRICT-(.0.1 ISTREETI BETWEEN x''.Ubt AND Flt 'CVOs$ STREET' (CROSS STREETI LOT SUBDIVISION LOT BLOCK SIZE BUILDING IS 'OBE FT. W IOE P• FT. LONG BY FT. IN NEIGTT AND STALL CONFORM IN CONSTRUCTION j TO TYPE � USE GROUP BASEMENT WALLS OR FOUNDATION_ < _ L. IIrPFI REMARKS: -1aoodgj existi icT w 1.0 tict ner drawings/ seleration wa113 AREA OR r.[YS oEW�AYY'WEn V OIUMEp„p{Q,DSppy �EMWE! C .eEo sou<R[ FEEn ,'iist Universalist Society U`L salaan sR+Is�Y's.+Ee..,ss-r1Er�rr'sw�v'Wbeilselloew Err['ss-r se+'sR„oeTls OWNER .: TO BE-POSTED ON PREMISES ADDRESS �.!: ii 1 ::,a1 +1.iA.,338. SEE RW)EYSEISAOBJE.tBL'CPEB}YIOMS OF CERTIFICATE DEPARTMEN TAL}APPROVAL.,FOR CERTIFICATE of OCCUPANCY and COMPLIANCE > 'ITb.be filled in by each division indicated hereon jopon completionjoi- its figal iinspection. I 7r I 333-93 BUILDINGS Permit No. i i Approved by John J: Jennings Dale 12/22/93 Ren arks __— -- PLUMBING Permit No. Approved by Dennis Ross Date 12/22/93 Remarks ---- I I, I I _ I ELECTRICAL Permit No. Approved by John Giardi Date 12/21/93 I Remarks— j I OTHER Fire permit No. I Lt . Hudson 12/21/93 ;-Approved by Date - b Y Remark i OTHER Permit No. i Approved by Date I Remarks — i BUILDING PERMIT JOB WEATHER CARD DATE_ 19 PERMIT NO. _ APPLICANT ADDRESS_ - IM0.1 19TREETr (f04\Ry LIC[M![1 '- NUMBER OF FER A:IT TO (_) STORY _DWELLING UNITS _ (TYPE 01' WIRCVEME M'1 Y0. (PROPOSED USE) l ZONING AT (LOCATIONI — DISTRICT IN0.1 19TREETI BETWEEN ANO_ (CROSS STREET) ICROSS STPEETI _LO1 K BLOCLOT - SUBDIVISION SIZE BUILDING IS TO BE FT, 'a IDE BY FT. LONG By FT: IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP_ BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: AREA OR p / VOLUME ESTIMATED COiT S_ PERMIT :<verCl:O DARE rE[t1 FEE S OWNER - BUILDING CLPT. _ ADDRESS _ BY INSPECTOR OF BUILDINGS THIS PERMIT CONVEYS C RIGHT TO OCCUPY ANY STREET, ALLEY OS 'iC4WAle OR ANY PART TIIEREOF, EI`HER TEMPORARILY OR PERMANENTLY. EJURODI TIONS R PUBLIC' PROFEHTV. NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE. MUST BE�.PROVEO BY THE JURISDICTION,TION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLI' SEWERS MAY 8E-08TAINEO AP- FROMTHE DEPARTMENT OP P-JBLIC WORKS, THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT- PROMfTNE C. NDITAONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. l MINIMUM -0F THREE CALL APPROVED RL,C.N$ MUST BE RETAINEDON JOB AND THIS wHEaE APFLIC spL�SE PAR PTF INSPECTIONS REOU(REU FOR CARD KEPT POSTED UNTIL FINA'_ INSPECTION HAS BEEN PF aMr TS ARE REQUIRED Oe _ ALL CONSTRUCTIOP WORK: ELECTRICAL. PLUMBING. AND\, i. FOUNDATIONS OR FOOTINGS. MADE. -HERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. Z. PRIOR TO COVERING S-RUCTURAL DI." D,S UCH EUILOING SHALL NOT BE OCCUPIED UNTIL ' MEMBE EADO TO LATH). FINAL INSPECTION HAS BEEN MADE. S.'FINAL INSPECTION BEFOREE .. _ OC C'IPINC Y. ' POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS I PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS Ce Ae- POARO IF HEALTH GAS INSPECTION APPROVALS FIRE DEPT. INSPECTING APPROVALS OTHER C1TV ENGINEER 7 Z WORK SHALL NOT PROCEED UNTIL THE PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON TKIS CARD INSPE: JR HAS APPROVED THE VARIOUS WORK IS NOT-STARTED WITHIN SIX MONTHS OF DATE THE. CAN BE ARRANGED FOR BY TELEPHONE STAGES OF CONSTRUCTION. PERMIT 15 ISSUED AS NOTED ABOVE. OR WRITTEN NOTIFICATION. STALEY McDERMET ASSOCIATES PRESERVATION& RESTORATION ARCHITECTURE 175 ESSEX STREE:I' SALEM, MASSACHUSETTS 01970 00R) 745-4969 October 8, 1993 Mr. John Jennings Assistant Building Inspector City of Salem Parish House Alterations One Salem Green First Universalist Church Salem, MA 01970 211 Bridge Street Dear Mr. Jennings: I. wanted to review and confirm some changes made to the above project. 1. The Contractor has proposed covering the existing Nursery plaster ceiling with 3/8" veneer base gypsum board instead of repairing the existing ceiling. Previously you had stipulated that all gypsum board be fire code, and 3/8" board is not fire code. I feel the addition of a layer of gypsum board is an improvement on the fire sepa- ration ability of the existing ceiling and believe its not being fire-rated in this instance is not detrimental to your requirement for fire rated gypsum board else- where. Therefore it is acceptable to me, and this letter is to confirm our phone conversation in which you found the substitution acceptable. 2 . The Contractor has installed two layers 3/8" veneer base gypsum board instead of ' 1/2" fire code on the inside east wall of the Nursery and on all walls of the toilet room. He said he had reviewed the substitution with you and you had accepted it, and this letter is to confirm your acceptance. I have no objection. 3. Enclosed is Drawing HP&E-1 (Revision 1i4, 10/1/93) , showing the illuminated exit signs and emergency lighting you required. Please note we have added an additional exit sign over the Foyer exit door. This letter is to receive your approval of the proposed exit signs and emergency lighting. For your information only, the above drawing HP&E-1 was approved by the Fire Inspector on October 4, 1993. The Fire Inspector is requiring a strobe in the toilet room, which was noted on the drawing. He also said a smoke detector is required in the second floor Foyer ceiling although the approved plans do not show one in that area. If the above changes are acceptable to you, would you please sign this letter in the space provided below and return one copy to me, or acknowledge your approval in some other way? Please call if you have any questions, and thanks for your time. Ver truly yours, Above c an es approved by: Staley ermet ale. ng Deent Date: SM/sb Enc: Drawing HP&E-1 (Revision 04, 10/1/93) CC: The First Universalist Society - Art Balser (no drawing) Harrison & Wood - Jim Harrison (Approved drawing noted "SITE COPY") The First Universalist Society A Unitarian Universalist Congregation established 1805 211 Bridge Street • Salem, Massachusetts 01970 • (508) 744-3224 The Reverend Marta Morris Flanagan, Minister 30 July 1993 Leo E. Tremblay Director of Public property Inspector of Buildings Zoning Enforcement Office One Salem Green Salem, Massachusetts 01970 Dear Sir : As you know, the First Universalist Church of Salem seeks to upgrade and modernize its building to meet the religious needs of the children in its religious education program. Established in 1805, the church has been a beacon of liberal religious faith in the city and region for almost two centuries . The present building, dedicated in 1808, has been in continuous use throughout this period . A church belongs as fully to its children and young people as to its adults . A growing congregation must adapt its facilities and programs to its youth if its hopes to survive and grow. For these reasons the congregation voted in June 1992 to renovate the Anna F. Hill Room by subdividing a large room into four smaller rooms . . Anna Frances Hill was a devoted teacher in the church's religious education program a century ago . The present space was created as a children's education center in 1889 when an addition was built on the original church building . The proposed renovation continues the original utilization of this space . The Anna F. Hill Room has functioned as a "one-room school house" for the children of the- church. Modern approaches to child development and the teaching-learning process require smaller, more informal and intimate- space. We look forward to rooms with couches, comfortable chairs and tables to be used by children for religious education on Sunday mornings and by adults for meetings during the week . The children of the church, and their parents, and grandparents, eagerly await the completion of this project . Thank you. Yours, cc: David SheaAss ' stant to the Mayor T J.DIMENSIONS M. DEMOLITION OF STRUCTURES: 46. Number of stories ............................................................ squ re or 49. Total ors,based on oterior , Has Approval from Historical Commission been received all floors,based o f exterior dimensions ......................................................................... for any structure over fifty(50)years? Yes_ No 50. Total land area,sq.I.................................-.................... Dig Safe Number K.NUMBER OF OFF-STREET PARKING SPACES Pest Control: 51. Enclosed............................................................................. 52. outdoom............................................................................. HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED? Yes No L RESIDENTIAL BUILDINGS ONLY Water: 53. Enclosed............................................................................. Electric: Gas: 54. Number of Full.......................................... Sewer: -bathrooms DOCUMENTATION FOR THE ABOVE MUST BE ATTACHED Partial..................................... BEFORE A PERMIT CAN BE ISSUED. IV. COMPLETE THE FOLLOWING: Historic District? Yes_ Nom (If yes,please enclose documentation from Hist Com.) Conservation Area? Yes_ Nom (If yes, please enclose Order of Conditions) Has Fire Prevention approved and stamped plans or applications? Yes_ Nom Is property located in the S.R.A.district? Yes X No Comply with Zoning? YesX No_ (If no,enclose Board of Appeal decision) Is lot grandfathered? Yes X No_ (If yes,submit documentationfif no,submit Board of Appeal decision) If new construction, has the proper Routing Slip been enclosed? Yes_ No_ Not applicable Is Architectural Access Board approval required? Yes_ No-L (If yes, submit documentation) Massachusetts State Contractor License# ©lf 7 Z. Salem License# 17-4 Home Improvement Contractor# Homeowners Exempt form (if applicable) Yes_ No CONSTRUCTION TO BE COMMENCED WITHIN SIX(6) MONTHS OF ISSUANCE OF BUILDING PERMIT If an extension is necessary, please submit CONSTRUCTION IS TO BE COMPLETED BY: in writing to the Inspector of Buildings. V. IDENTIFICATION - To be completed by all applicants Name Mailing address-Number,street,city,and state ZIP Code Tel.No. 1. The First Universalist 211 Bridge Street 01970 (508) owner or Lessee Society in Salem Salem, MA 744-3224 2. Harrison & Wood69 Summer Street 01970 745-1021 Contractor Builder's Salem, MA License No. 3. Staley McDermet 175 Essex Street (508) Architect or 01970 Engineer Associates Salem, MA 745-4969 I hereby certify that the proposed work is authorized by the owner of record and that I have been authorized by the owner to make this application as his authorized agent and we agree to conform to all applicable laws of this jurisdiction. Signature of applican Address �tt Q_ . f t Application date juy2 wa o la'iU ND� �J City of Salem Wardo _ �e �Glbrrt.�� APPLICATION FOR PERMIT TO BUILD ADDITION, MAKE ALTERATIONS OR NEW CONSTRUCTION IMPORTANT-Applicant to complete all items in sections:1, It, Ill, IV, and IX. I. AT(LOCATION) 211 Bridge Street DISTRICT B-5 LOCATION (NO.) (STREET( OF BETWEEN RUSt AND ASM BUILDING CROSSS REE (CROSS STREET) SUBDIVISION LOT BLOCK SIZE 11. TYPE AND COST OF BUILDING -All applicants complete Parts A -D A. TYPE OF IMPROVEMENT D. PROPOSED USE-FOR"DEMOLITION"USE MOST RECENT USE 1 ❑ New building Residential Nonresidential 2 ❑ Addition(i/residential,enter number of new 12 ❑ One family 18 ❑ Amusement,recreational (rousing units added,it any,in part D,13) 19 E] Chruch,other religious 13 ❑ Two or more family-Enter number 3 ® Alteration(See 2 above) of units....................................................... 21 E] Industrial 21 ❑ Parking garage 4 ❑ Repair replacement 14 ❑ Transient hotel,motel,or dormitory- 22 ❑ Service station,repair garage Enter number of units 5 ❑ Wracking(it multifamily residential,enter number 23 ❑ Hospital,institutional o/units in building in Part D,13) 15 ❑ Garage 24 ❑ Office,bank,professional 6 ❑ Moving(relocation) 16 ❑ Carport 25 ❑ Public utility 7 ❑ Foundation only 26 ❑ School,library,other educational 17 ❑ Other-Specify 27 ❑ Stores,mercantile B.OWNERSHIP 28 ❑ Tanks,towers 8 ® Private(individual,corporation,nonprofit 29 ❑ Other-Speci/y institution,eta) 9 ❑ Public(Federal,State,or local government C.COST (Omit cents) Nonresidential-Describe in detail proposed use of buildings,e.g.,food processing plant, machine shop,laundry building at hospital,elementary school,secondary school,college, nn��11 parochial school,parking garage for department store,rental office building,office building 10. Cost of improvement ......................................................... $40,13% at industrial plant.If use of existing building is being changed,enter proposed use. To be installed but not included in the above cost Useof existing building not being changed: aElectrical........................................................................... b. Plumbing.......................................................................... continuation of religious use of church office, c. Heating,air conditioning....................................... nursery, fellowship-room; classroom/meeting rooms d. Other(elevator.etc.)..................................................... 11. TOTAL COST OF IMPROVEMENT $AA Q�Uft All; III. SELECTED CHARACTERISTICS OF BUILDING For new buildings and additions, complete Parts E-L;demolition, complete only Parts J& M,all others skip to IV E. PRINCIPAL TYPE OF FRAME F. PRINCIPAL TYPE OF HEATING FUEL G. TYPE OF SEWAGE DISPOSAL I. TYPE OF MECHANICAL 30 ❑ Masonry(wall bearing) 35 ❑ Gas 40 ❑ Public or private company Will there be central air 31 ❑ Wood frame 36 ❑ Oil 41 ❑ Private(septic tank,etc.) conditioning? 32 ❑ Structural steel 37 ❑ Electricity 44 ❑ Yes 45 ❑ No 33 ❑ Reinforced concrete 38 ❑ Coal H. TYPE OF WATER SUPPLY Will there by an elevator? 34 ❑ Other-Specify 39 ❑ Other-Specify 42 ❑ Public or privatecompany 46 ❑ Yes 47 ❑ No 43 ❑ Private(well,cistem) 0 DO NOT WRITE BELOW THIS LINE VI. VALIDATION Building �� FOR DEPARTMENT USE ONLY Permit number Building /1 cj� Use Group Permit issued .c a o 19 Building 13 Fire Grading �� a Permit Fee $ �2ss -�X¢,c./C Live Loading Certificate of Occupancy $ Approved by: Occupancy Load Drain Tile $ Plan Review Fee $ f l TITLE NOTES AND Data-(For department use) C P, < e z lig' e e e ec 2 Cv � ® vim n e w C C v , [ (rdw PERMIT TO BE MAILED TO: g Q DATE MAILED: Q �� Construction to be started by: Completed by: VI ZONING PLAN EXAMINERS NOTES DISTRICT USE FRONT YARD SIDE YARD SIDE YARD REAR YARD NOTES SITE OR PLOT PLAN •For Applicant Use O N Addendum dated August 10, 1993 h�C Parish House Alterations The First Universalist Society in Salem The accompanying plans and specifications dated May 6, 1993 are modified as follows: 1. All gypsum board shall be Fire Code. 2. The ceiling of the closet under the stair to Bolles Hall shall be covered with two layers gypsum board. This does not have to be veneer plaster, but must be finished and painted. 3. The carpeting allowance(Section 01021, Paragraph 1.02.A.1)is changed from S15/SY to$8.25/SY. 4. The existing north wall of the Existing Toilet will be removed for a width of 6'-0" and a new wall will be constructed to provide a clear inside dimension of T-6" (or less if possible under the AAB Rules) in the north-south direction. The space created by this new wall will have a clear dimension of 6'-0" in the east-west direction. 5. Doors 10 and 11 will exchange locations. Door 11 will become the Existing Toilet door, and will be hinged on the west side, swinging into the Existing Toilet(Right Hand door). Door 10 will become the east door into the Nursery, will be hinged on the south side, and will swing into the Nursery(Left Hand door). The enclosed addendum to the building permit application filed by the First Universalist Church is submitted to voluntarily undertake additional work requested by the City of Salem Building Inspector relative to handicap accessibility in the area in which the work is to be completed. In the event that additional work is required in the future based upon the assessed value referenced in your letter dated July 14, 1993 of $165,000.00 , the Church reserves its right to contest the assessed value. This revised application is limited to the work requested in your July 14 , 1993 letter. The Church requests that the work on the Ashe Street door be completed within one year to enable the Church to obtain necessary governmental approvals and to raise the additional funds necessary to complete this additional work. RESERVA/RWS j STALEY WDERMET ASSOCIATES RIEVUC M (01F 175 Essex Street Mall SALEM, MASSACHUSETTS 01970 oAT. 8/16/93 ton no. 9351 (508) 745-4969 ATTENTION John Jennings i 'BuildingDepartment RE: TO p Parish House Alterations One Salem Green First Universalist Church Salem, MA I WEI•ARE SENDING YOU ® Attached ❑ Under separate cover via the following Items: ❑ Shop drawings ❑ Prints ® Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION l Rev. 8/10/13 A-1 Partial architectural plan showing revisions to Existing Toilet Room THESE ARE,TRANSMITTED as checked below: I ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval VJ For your use ❑ Approved as noted ❑ Submitcopies for distribution M As requested ❑ Returned for corrections ❑ Return_corrected prints f.] For review and comment [l _._..._.— ❑ FOR BIDS DUE _ 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS I CQPY TO I ' ; i I SIGN 11 .closures an not �� noNd, kindly notify uE �t once, S tale McDermet - � I „, napnlat (Nra■JL.Wus mul. ,w :.... y ... t i 2 w lvenl�a'� cl Au+ �OE'z T°Pb@ C-IV $ DEIN.-PAILS a Ali ii tQr;�l�t�a- I1p YaMO�RAWP ENDS "i 6 l"s 4 pS lDN1VAl1 4 i p X18 is gyp, e ":" Nf17F1Ir,N65 ;.059 P�3�(1 � irf`h�n� o n. 70ritp u 12 'l i�FigF L, Pr ' ,�a,y i1L LAY R15 } TOILET WAu. -rp ee l?E,MIiV Q i. Y 6E u�l�U- P'.Rlh1G. REVD/ ! IU F 16 u Gu K, Ecz� ' n 11;> I� G NOTEgr , IrFf 5 1 QtNIN( PATc+t WALL, -r1 ,.- ve: „e (FROM TOILET�� z h YVIIk TII 4 !, 1l\ - yEW p vrilNw i-7 JP' , F� e �a »P xi 41s ` , ! �.wl�� f�RUM Nt+M—1 E Kq NptE I�'V r ;�{ t e , ;FE,»' SNIp) ( K �, rya n1 ,R (;F� 1 NEvv LAV; kgtAK 11tiOLUDEi: A. kJ I iltni' � , U a J.-, _ t he' rpo, i I �am 6frr< 1, 'n¢ IF.iE I'N'TAI.IO':;("(WI, iP O NIF 'l.::J, i �.fe�0.1➢0pxgpc i P fa �aNEN! �AGf�T" A' b(' Mi,fi1I' FILE. 0PENIa1Co ,g ,I{' r? U z;Ac75 MUST Pl::; t' "Oral 1 �I A^�IJI� L'UT j WOR OFFI A,(-,r s wAU -dr �hC ti" B: a W,*1tA J!Oe! 'It . li. if nLrEgN�1'�1�- J(}V�STALEY WDERMET ASSOCIATES RUTL ' INIc DEPT nroT PRESERVATION& RESTORATION ARCHITECTURE F 175 ESSEX STREET �� Q �,� y�� SALEM SSACHUSETTS 01970 U All p.d 4 33 't3 3� 'j J (508)745-4969 RECEIVED '' U CITY OF SAM!,,H'Ass. RECEIVED July 2, 1993 CITy OF SALEFIJAOSS. Mr. Leo Tremblay Building Inspector Building Permit Application City of Salem Parish House Alterations. One Salem Green First Universalist Church Salem, MA 01970 211 Bridge Street , Dear Mr. Tremblay: Thank you for taking the time to review the above project prior to the filing for a building permit. You have raised some questions, and the members of the church have requested that I respond. Having reviewed the previous and proposed uses for the area to be altered, it is my conclusion that the work falls under the provisions of Article 32 of the State Build- ing Code, Alteration of Existing Buildings. The uses of the area to be altered have been 'ieviewed with the members of the church, and they have verified and are prepared, if you request, to sign an affidavit that the present and proposed uses are presently and will continue to be a church office, nursery, fellowship room, and classroom/ meeting room, all religious uses (Use Group A-4) . Since there will be no change in use, the alterations fall under Section 3203.0, Requirements For Continuation of the Same Use Group. Under that section, paragraph 3203.4, Alterations and repairs, states that: "Alterations or repairs to existing buildings . . . , which maintain or improve the performance of the building may be made with the same or like materials. Full compliance to the provisions of Section 3203.0 is not required unless there is a change in use. In response to the changes that you requested following your review of the plans, I would submit the following: 1. You requested two-hour wall surfaces (2 layers Fire Code gypsum board each side) between the Common Area and Classrooms. The present walls are plaster on (probably) wood lath on wood studs, which have no fire rating. Section 3203.4 requires only that the new walls maintain the present walls' performance, and my opinion is that a non-rated gypsum board wall would equal a plaster wall. However, to upgrade this wall to one-hour wall surfaces (1 layer FC gypsum board each side) is a more certain method of insuring that the new walls equal the old walls, and would be a reasonable adjustment. Two-hour wall surfaces would exceed the require- ments for new construction. If this were new construction no fire separation would be required at this wall; the Code allows egress through adjoining spaces (807.2.1). Even if the adjoining space was considered a corridor (exitway access), the Code would only require a one-hour wall for new construction (Table 401, #4) . As a practical matter, and to insure compliance with the above suggestion, I pro- pose that all new gypsum board installed on the job (not just the above wall) be Fire Code. • Parish House.Alterations Building Permit Application 'first Universalist Church July 2, 1993/Page 2 2. You requested one-hour wall surfaces (1 layer FC gypsum board each side) between each Classroom. While the Code (for new construction) does not require any fire separation between rooms (Table 401, #8) , if FC gypsum board is used throughout the job, the question is moot; one-hour wall surfaces will be provided. 3. You requested two layers of FC gypsum board on the underside of the southeast stair. No work was called for in this area as it is outside the scope of work. However, it is a good suggestion and will be incorporated in the work. 4. You requested a fully handicapped-accessible entrance and fully handicapped-acces- sible toilet room. You originally requested this work on the alternative bases that the cost of the work would exceed $50,000, or, that all work within the 24 month period specified in the code would exceed $50,000. (Rules and Regulations of the Architectural Access Board, Section 3.3.A.2.) The accepted bid for the work is $42,500, less than the $50,000 limit. With respect to the 24 month period, the Salem Fire Departments approval for the new kitchen duct and hood (the major por- tion of the kitchen alterations) was received in April, 1991, 26 months ago. The members of the church have stated that only minor finishing work was completed after that date. Therefore, since these alterations are the only work that falls within the 24 month period, and since the cost of these alterations is only $42,500, the requirement for a fully handicapped-accessible entrance and fully handicapped-accessible toilet room does not apply. Despite the fact that the above handicapped accessibility provisions do not apply, as a practical matter and in an effort to comply with the intent of the regula- tions, wheelchair access has been provided, and of course all work being performed complies. However, given the fact that the exterior door presently allows wheel- chair access (realizing that assistance is sometimes required to open the second inactive door when necessary) , and given the fact that the present toilet room is a large room allowing wheelchair access (although it does not meet all the specific regulations) , the church feels that the additional expense and additional space necessary to comply with the above requirements is not worthwhile, especially given the only marginal improvements in accessibility that would result. The Owners are therefore filing the enclosed Building Permit Application, with the changes that 1)all gypsum board will be Fire Code, and 2) two layers will be installed under the stair, and respectfully request that a Building Permit be issued. I would be pleased to meet with you regarding your review of these plans and this application. Attorney Richard Stafford, counsel to the members of the church, is also available to meet with you at your convenience. Thank you for your time and consideration. Very truly yourl, Stale . cDermet SM/sb Enc: Building Permit Application Three sets plans and specifications, dated May 6, 1993 BUILDING DEFT. .. '93 RECEIVED CITY DE 5ALEH,MASS. ♦_ c tdd�.{},+i Enginerri g, Jnc. STRUCTURAL ENGINEERS RECEIVED ) �5 �? '�� 148 Park Street MAR 11 1988 P.O. Box 364 ft< `Vl m0North Reading, MA 01864 STALEY MCOLHMET A'e f I ASSOCIATES 1 4." } J J (617) 944-8440 (617) 664-6733 March 1 , 1988 Eleanor Burbeck Chairman, House Committee First Universalist Church Salem, MA 01970 Dear Eleanor, I inspected the sanctuary structure on February 9 and on February 16, 1988 at your request to determine the condition of the framing and the causes of certain obvious deflections and plaster cracks in the sanctuary ceiling and ceiling beams . It was found that a considerable number of the ceiling supports and the attached wood laths are becoming detached and are losing their connecting strength, consequently plaster will eventually fall to the floor below. It is important that this room not be used until repairs have been made. It was also found that the longitudinal girders which are supported by the interior sanctuary columns along the faces of the balconies are in need of repair. A developing long term failure of original splice joints is in progress. There are two joints on the right side ( right is defined as looking toward the pulpit ) and one on the left side. This condition is the reason for the deflections now seen in the ceiling beams and the exterior surface of the roof. Inspection of the seven roof trusses revealed that they are in remarkably good condition needing only minor repair. The exact extent of this has not yet been determined. The roof purlins are also in reasonably good condition but will need some repair at their points of support. The extent of this work has yet to be determined. It was observed that some action by wood destroying beetles is present but not in the majority of framing members. The base of the former steeple is the most heavily infested. I recommend that a chemical treatment expert be engaged to correct this condition. I am planning another inspection soon to review the repair methods that I am currently developing and will be reporting again to you after that inspection. In my opinion, the needed repair work is urgent and I would like to see it completed before the next winter season, but I i9Pnra Engincergng, Jets. STRUCTURAL ENGINEERS 148 Park Street P.O. Box 364 North Reading, MA 01864 (617) 944-8440 (617) 664-6733 also of the opinion that the present conditions are not as catastrophic as have been previously reported by others . The proposed repairs are not far enough advanced at this time for you to obtain cost estimates, but I am also of the opinion that it will be considerably less than that previously quoted by others. Very tr/u`1]y yours, Kenneth Dennison, P.E. a �a�FjF/0p►1t��d. KD/shk Denco .Engineering, Jnc. STRUCTURAL ENGINEERS JUL .j 148 Park Street os P.O. Box 364 R Ec.rIVFP North Reading, MA 01864 CIYY OF S .LE11,P"sA.SS. (617) 944-8440 (617) 664-6733 March 1, 1988 Eleanor Burbeck Chairman, House Committee First Universalist Church Salem, MA 01970 This is to comfirm the memo sent to you on February 9, 1988 . Be advised: Due to the unsafe condition of the plaster ceiling in the church sanctuary, unauthorized persons not be allowed in the sanctuary and that no meetings or assemblies be held there until repairs have been made. It is also recommended that unauthorized persons not be allowed in the balconies or in the attic space until repairs have been completed. Very truly yours, y�M ��.�il^/LZG.y.rr1 /Kenneth Dennison, P.E. 11M KD/shk STALEY WDERMET ASSOCIATES [,[E4TEIM (1[F 4GD3UZEO UR& 175 Essex Street Mall SALEM, MASSACHUSETTS 01970 DU I L s l`? '1P DATE JOB NO. 7-7-88 (617) 745.4969 ATTENTON JUL (/ I I r� nE. William Mrtinroe TO Salem Building Department n71ei"T_r First Universalist Church CITY OF 5ALEH.,'-;ASS. One Salem Green Salem, MA 01970 WE ARE SENDING YOU M Attached ❑ Under separate cover via band the following items: ❑ Shop drawings FI Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order Reports COPIES DATE NO. DESCRIPTION 1 3-1-88 Report frnm T)Pnco Engineering, Tne. regarding structural o d' 1 3-1-88 Letter from Deno Engineering, Inc. om d' closingsanctuary 1 6-10-88 Structural Report prepared by Staley McDermet Associates. 1 5-13-88 S-1 Drawing from Denco Engineering, Inc. titled Structural Details. THESE ARE TRANSMITTED as checked below:, ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval [X For your use ❑ Approved as noted ❑ Submit copies for distribution IN As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Bill — Please all when you've had a chance to review the enclosed COPY TO Arthur BalcPr (Trancmia1 only) SIGNED: /J/IVQI FNooUT uet r lc oma am pun. It enclosures are not as noted, kindly notify us at once. Cttp of 6atem, Angacbugettg Public Propertp Department '�q'eC�M+NE p9N` 36uilbing Department One 6alem Oreen 745-9595 ext. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer July 14, 1988 Mr. Arthur Balser First Unive_r_salist Church '211 B idge Stree{� VSalemMA:0"1970 Dear Mr. Balser, Following our recent telephone conversation, I contacted Mr. McDermet of Staley McDermet Associates regarding plans and recommendations for repairs to the church prepaired by Denco Engineering, Inc. of North Reading, MA. and McDermet Associates recommendations. Having reviewed this material and again reviewing Mr. Rumpf's Engineering report it would appear that all reports state the problem as basically the same, the question being the severity of the problem and the solution. Since my re- view I have again spoken with Mr. McDermet and feel that his suggested solutions would appear to be proper. I urge you to give this matter your immediate attention as I do not feel that this condition can continue through another winter season without disasterous effects, and I have instructed Mr. McDermet to keep me advised of your progress. I will again advise you that the church sanctuary and balconies are not to be used for any purpose until this problem is corrected. Sincerely, r William H. Munroe Inspector of Buildings WHM/eaf C.C. Staley McDermet Assoc. #8017 ROEERTN. Ru,u,PF & ASSOCIATES RE : Roof Structure CONSULTING ENGWEERS First Universalist Church . .O. DERBY STREET Salem, Massachusetts ','i, .' SALEM, MASS.0100. 5 , 96/27/88 � 1 eMr. Tames G. Monroe Chairrnan, Board of Trustees I First 'Universalist Society 211 Bridge St . Sale-, ,MA 01970 1 1 1 g e Dear Mr. Monroe , This letter is to confirm our telephone conversation on i Tune 24th , of this year. In a report , dated February 2 , 1988 , addressed to Lt . Col . Eleanor I . Burbeck LRet . 13 , they, a member of vour board of trustees , we expressed concern about the steps being � taken toward securing the roof structure of the main hall j which we labeled as unsafe . As noted , in a letter dated May .12th , of this year , we sought the possibility of your wanting .us,.to, persue this mat- ter further. We have since been informed that you, have t engaged others to do this : We therefore understand. that f.on; '` now on we are free and clear of any responsibility regarding this project . j i t Yours truly , Robert-M. Rumpf ;' P .E . i M 7 RMR :per. I I � I #8017 t,:),ERT Mi. R,,vPF & ASSSoa.ares o _,U_ uGi.vF Rs RE :Roof Structure First Univeralist Church = r I,,,! DZR.Y STREET - ..ALEN h"n_i5. e7(0 . 05/1,2/88 ' 1 5r . James G. Monroe :airrnan , Board of Trustees i'_rst Universalist Society 211 Bridge St . Saier,, MA 01970 Dear Mr. Monroe , We were informed by Lt'. Col . Eleanor I . Burbeck that she iS- no longer on the board of trustees of your church . We were hired by Lt . Col . Burbeck to investigate the struc .! tural condition of the roof over the mainhall , to make pr,e-'i, lirninary recommendations for the needed ^ reinforcing ,. and "toy ; furni.sh a cost estimate for the work . This we did . Therefore, this letter is to ask whether or not you wish to{ have us pursue this matter further. Enclosed is a bill for our. services to .date. a {Very Truly. Yours , Robert—M. Rumpf , P .E . i Rv✓R :per f President -e-g©1T7 f Lt. Col. Eleanor I . Burbeck (Ret . ) 7 Pearson Street Beverly, MA 01915 14 April 1988 Mr. " Robert M. Rumpf Robert M. Rumpf Associates 101 Derby Street Salem, NIA 01970 Dear Mr. Humpf: This is to notify you that I have resigned from the Board of Trustees of the First Universalist Society of Salem as of 11 April 1988. Will you please direct all of your future correspondence to Mr. James G . Monroe Chairman, Board of Trustees First Universalist Society 211 Bridge St. Salem, MA 01970 It has been a pleasure working with you, and I thank you for all your expert advice and many kindnesses toward me personally. Sincerely, Eleanor I . Burbeck 745-6596 #8 TW OF Mess 9C ROBERT M. RUMPF & ASSOCIATES RE : Findings of Inspection @ F° ROBERT s� CONSULTING ENGINEERS The First Universalist Church $, RUMPF 101 DERBY STREET Salem, Massachusetts No. 6632 '^ SALEM. MASS.01970 SAO p%^ "O WA- ' S TEP 06 s1W Fd4 Mr. William Munroe Building Inspector 1 Salem Green Salem, MA 01970 Dear Mr . Munroe , Unlike most of my inspections , I felt it neccessary to notify you of my findings of the referenced inspection . I have done so by enclosing copies of all correspondence and structural findings regarding this matter. Should you have any questions, please feel free to call . Sincerely , F , 4- � . � � 50 Robert-M. Rumpf , P .E. n v RMR :per w , c7_ cn "1 C� li CJ fe : PreZ rr7 i n ay y Dra s� RGBER1 RU[% rr ROBERT M. RUMPf & Associgres _ �rDG> r �' Sra%✓f /C'ooF �ailUr� q PNo. 66321 j CGNSJLTING ENGINEERS 1 G v 101 DERBY STREET U�IYL�� CJS� 4 • , U�C� �FSG��TG�`� SALEM. MASS.01970 ,' S�lern t/Iassac�iuse.'.tts �"�' t�dSEC/ U on Site %rr5�oecf�or/S� /77e&5 Ore`- er?r= P �Pr,✓Lirni-nary CnmpUf-aficn5 J We belc'eve t-haf � ihe rooir frvsses were orJ'9io7a L(fr intended fo i San From ocitside fo outside ,lyric% %eari�� /-�r'�'.� f�caUs e of Faulty sfrucfUr�l desi9rr, Ehr's appa, r�r7tLy /izd�r Fully Levor/e� Since later, as 07& ccn_ i C1j?;Or7 ClrooF sag) Wor5ene61� 1e1n,' f'orair79 was adde a�aJ'r� cvifh Lrrnited SUccess gs //7& trusses pra-9ressr'� ly sayged� They Carr7e tO rest more fl more On-,Z-Ale Gnr?er row OL �e7r7"/5 GoLUrnr7s whr'clr' ' vUere aPparen_ I cLy desic�nea' to carry Only tf�P ceiL�'rr� vfiic Leads . &once f? OUOcec( SetfCerr7Pr7 � A-; ��rir � coLc�rnrrs sag aJ _So m2 foams . � ��= f�eLc'eve that a FeJ.v years ago fh� �r�f;'c j ,balar7ce ach2eved bYfween frvsses� exterior 1 rc�all �/ interior hums � caLurnns sopPerts �Jari fo seriously 6rPafz due to Ehe oyP cf, ! i z. fze respective pc7rt5r the Gri9indl(� Favlly Clesi9n � dth�r Factors . `� I 1t is aur �udyrn�nt That t.fiis de.rcerioratr'on ; 0 his r2 ached 3 Fo%rrt where /-he inteyrc'ty 01,01'17e �f�vcture the saFef y 0/017,:> Oc,:fuFant cs 5e-- - p� imam P-607 165 831 RECEIPT FOR CERTIFIt_ AIL NO INSURANCE COVERAGE Pn',f NOT FON INTERNATIONAL MAIL (See Reverse) rD Sent to James G. Monroe An F. treat and No. 211 Bridge St. 0 a`,, P.O.,State and ZIP Code Snlpm,MA 0197n N Postage 5 7 Cerlitied Fee 2.00 Special Delivery Fee Restricted Delivery Fee Return Receipt showing to whom and Dale Delivered N pmj Return Receipt showing to whom, Dale,and Address of Delivery d TOTAL Postage and Fees S 2.00 Postmark or Date E 0 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) i '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) i 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. i 3. II you want a return receipt,write the certified mail number and your name and address on a return i receiptcard,Form 3811,and attach it to the front ofthe article by means oftbe 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 1 of Form 3811. S r ' 6. Save this receipt and present it if you make inquiry. Citp of fpalem, Alaggarb gettg Public Propertp ]Department 36uilbing 3Department One balem green 745-9595 (Ext. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer June 29, 1988 Mr. James G. Monroe Chairman, Board of Trustees First Universalist Society 211 Bridge Street Salem, MA 01970 RE: Inspection report- 21IT Brfdge ,St Dear Mr. Monroe, I am in receipt of several pieces of correspondence from Robert M. Rumpf and Associates , Consulting Engineers, regarding the structural stability of the church and the safety of its occupants. It is Mr. Rumpf' s professional opinion that the roof structure has deteriorated to the point that it has become a hazard to public safety and welfare. In view of this report I must insist that you cease occupancy of the church until this matter has been addressed. If this office can be of assistance in this matter please contact me. y, Sincerely, F '4 OIAVt000w� Gok William H. Munroe Inspector of Buildings WHM/eaf C.C. Mayor Salvo City Clerk City Solicitor enc: Rumpf report STALEY WDERMET ASSOCIATES I� PRESERVA'HON K RESTORNI]ON ARCHITECTURE 175 ESSEX STREET _ )Ju SALEM,MASSACHUSETTS 01970 jut 1 ^9 o:5 H d.lU (617)745-4969 y. RE"EI`J n CI TY C 5tnLpi,}i.uSS. June 10, 1988 I i i First Universalist Church c/o Arthur Balser Structural Report 211 Bridge Street First Universalist Church Salem, Massachusetts 01970 Job Number 8856 Dear Mr. Balser: At the church's request, I have inspected the sanctuary attic, balcony, first floor, and in addition the hall1 w be o the sanctuary. The church had requested this inspection because of the obvious deflection of the beam at the northeast portion of the sanctuary ceiling, which has been temporarily braced, and because of numerous areas of cracking plaster. You have also contacted two engineers regarding the above problems, and after my own inspections of the building, you requested I review the proposed solutions of the two engineers, and submit a third opinion re- garding a recommended course of action. There are actually two almost, but not quite totally separate problems involved. The first problem is the support of the attic structure, and the second problem is the situation of the cracking plaster. I will address. each separately. Sanctuary Attic Structural Concerns The main sanctuary space is spanned in the east-west direction by a total of eight trusses. These trusses support both the sanctuary roof and the sanctuary ceiling. Seven of these trusses are identical, reaching from the highest part of the ceiling to the roof. The eighth truss, which is located above the line of the two columns that occur at the intersections of the side balconies with the rear balcony, is much deeper than the other seven, reaching from the lower ceiling over the balconies to the roof. The highest level of the sanctuary ceiling is attached directly to the bottom chords of the seven higher trusses. These seven trusses span between the balcony column lines in an east- west direction. At the column lines the ends of the trusses are sup- ported by longitudinal girders that are in turn supported by the two rows of columns. These longitudinal girders are covered by the decora- tive woodwork that runs across the tops of the columns. Unfortunately, there is no co-ordination between the location of the trusses and the locations of the columns, so that the trusses are not located directly over columns, as would be expected. Only the second truss from the north end is located over the first pair of columns. In four in- stances, two trusses occur between columns. Structural Report: First Universalist Church June 10, 1988/Page 2 A second complication is the fact that the longitudinal girders are spliced at rather random locations. These splices weaken the girders that are expected to support as many as two trusses. These two prob- lems, offset truss and column locations, and random girder splices, are primarily responsible for the problems that have evidenced themselves by the sagging visible from the sanctuary. The most conspicuous problem has occurred at the location of the pre- sent temporary shoring. At this location, a longitudinal girder splice was located not only between columns, but also directly beneath a truss support. This splice has created a weak point in the girder, causing the girder to deflect, thus creating the sag so visible from the sanc- tuary. In order to correct the problem, the ends of the trusses must be better supported. One way to do this would be by installing new columns under each end of the truss. This would result in an unsightly forest of columns in the sanctuary, and would not be very practical, as the columns would have to extend all the way to neV footings in the base- ment. Besides being visually obtrusive and impractical, this solution would also be very expensive. A second solution would be massive re- structuring of the building in either steel or wood. This I feel would be unnecessary and prohibitively expensive. A third solution entails transferring the roof and ceiling loads from the ends of the trusses directly to the existing columns, without depending on the girders to transfer the loads. This is the solution that Denco Engineering, Inc. has proposed, and one that I feel is functional, practical, and will probably be most reasonable in cost. Cracking Plaster Problems The plaster ceilings of the sanctuary are constructed in the following manner. The plaster is applied over split wood lath, and is forced be- tween the lath with the excess spreading behind the lath to form spread plasters keys that hold the plaster securely in place against the lath. The lath are attached to strapping, that is in turn attached to sup- ports that are in turn hung from ceiling joists, beams, or the bottom chords of the trusses themselves. The areas of the most damage are the ceilings over the balconies. The cause of this damage appears to be the fact that many of the hangers that attached the strapping supports to the ceiling joists, beams, or the bottom chords of the trusses have failed. They have either broken, pulled away from the beams, were constructed of poor materials, or in some cases were never installed in the first place. In addition, some of the strapping supports themselves were of very poor quality, some even appearing to have been made from leftover building materials, the quality being so inconsistent. The hangers appear to be much more solid in the field of the main upper ceiling; in fact, the quality of the plaster support work of the main upper ceiling in general appears to be. of a much higher and more consistent quality than that of the lower balcony ceilings. Structural Report: First Universalist Church S June 10, 1988/Page 3 Correction of the defective plaster will probably entail all new ceil- ings above the balconies. The two areas of cracking in the north-south direction at the top of the cove in the main ceiling I believe are caused by the deflection of the trusses. This portion of the cove is a natural weak point of the ceiling, and any stresses would tend to show up here. The repairs of these cracks should be fairly straightfor- ward, although their inaccessibility complicates their repairs. One additional problem should be mentioned in connection with the ceil- ing plaster. The plaster keying, that excess plaster behind the lath that locks the plaster in place, is very poor over all sections of the sanctuary ceiling. However, the plaster does seem to be still adhering well to the lath, even without the keys, so the lack of plaster keys possibly is not a major concern at this time. It is something that should be carefully monitored during other work. Summary I feel that the church should proceed as soon as possible with the so- lution proposed by Denco Engineering, Inc. for the repairs of the truss supports. Secondly, concurrent with this work , the balcony ceiling supports should be repaired, and those ceilings replaced, or repaired where possible. If you should have any questions, please don' t hesitate to call me. Very Truly Staley ermet, AIA SM/sb FTjRST UNIVERSALIST CHURCH DIVISION 1 • GENERAL REQUIREMENTS SECTION 01000 SPECIAL CONDITIONS PART I GENERAL 1.01 GENERAL PROVISIONS A. Attention is directed to the General Conditions, Supplementary General Conditions, and applicable portions of Division 1, General Require- ments, which are hereby made a part of this Section. 1.02 RUBBISH REMOVAL A. The Contractor shall keep the building and building site free of rub- bish and debris at all times. At the end of each work week, the Con- tractor shall thoroughly clean the buildings and premises of rubbish and debris of any nature, and remove such from the premises. B. The Contractor and each Subcontractor shall remove all rubbish, waste, tools, equipment, and appurtenances caused by and used in the execution of his work; but this shall in no way be construed to relieve the Con- tractor of his primary responsibility for maintaining the building and site clean and free of debris, leaving all work in a clean condition every day. • C. Immediately after unpacking, the Contractor shall collect and remove from the building all packing materials, case lumber, excelsior, wrap- ping, and other rubbish. 1.03 BROKEN GLASS AND PLASTIC A. The Contractor shall be held responsible at all times prior to accep- tance of the work as completed, or occupancy by the Owner, whichever first occurs, for all glass or plastic which has been damaged as a re- sult of the work of this Contract and, prior to completion of the whole project he shall replace, at his own expense, all such glass and plas- tic broken, missing, or damaged. Prior to beginning work, the Contrac- tor must file with the Owner and Architect a list of all existing bro- ken, missing, or damaged glass and plastic, so that he will not be held responsible for damage existing prior to commencement of the work. 1.04 CLEANING AND POLISHING A. Immediately prior to final inspection, the work areas and surrounding areas shall be thoroughly cleaned by the Contractor, including without limitation, the following: 1. All construction facilities, tools, equipment, surplus materials, debris, and rubbish shall be removed from the project site and the entire work shall be left clean. 2. Attic spaces shall be left clean of all debris and materials, whether placed by this contractor or pre-exisitng. 1.05 REGULATIONS AND GENERAL REQUIREMENTS A. All materials and operations shall be strictly in accordance with the Massachusetts State Building Code, current edition, as amended, the re- Rev. 10/24/88 F2RST UNIVERSALIST CHURCH SPECIAL CONDITIONS - SECTION 01000/2 quirements of the Massachusetts Department of Public Safety Codes and • Regulations, the American Society of Testing Materials, the Federal Standards, the applicable public agency or authorities, other standards hereinafter indicated and the current rules, standards and specifica- tions of the trade or material or safety organization that normally has jurisdiction over the respective material, operation or class of work. The most stringent requirements or conditions applicable shall apply to this project. B. All manufactured articles, materials and equipment shall be fabricated, assembled, shaped, finished, applied, installed, connected, erected, used, cleaned and conditioned in accordance with manufacturer's printed directions or specifications from which the most stringent conditions shall apply, unless herein specified to the contrary. Contractor shall submit two copies of such directions to the Architect. C. The Contractor shall verify all existing conditions and dimensions. D. All details and characteristics of new and/or modified work (conditions and materials) shall match all details and characteristics of adjacent or similar existing work unless indicated otherwise. E. All existing fixtures, equipment, materials and devices not utilized or related to the finished design and that will be exposed to view when the project is completed are to be removed by this Contractor or the appropriate Subcontractor. F. Existing conditions and materials that are defective, or those that have materials or equipment or devices removed or that are modified in • this work shall be repaired, patched and refinished to a smooth even plane to match the adjacent surfaces or class of work. 1.06 OCCUPANCY BY THE OWNER A. During the course of this Contract, the building will continue to be occupied. The Contractor must coordinate his work with the Owner to provide the least disruption possible to the Owner's operations. 1.07 NATIONAL REGISTER OF HISTORIC PLACES A. This property is located within an historic district listed on the Na- tional Register of Historic Places. It therefore possesses architec- tural or historical significance recognized by the National Park Ser- vice, Department of the Interior and the Massachusetts Historical Com- mission. Contractors are thus cautioned to exercise all possible care in handling historic portions of the fabric. Careless treatment or disregard of the specifications can result in a stop work order, sus- pension of work or termination of this contract. * * * * * * E N D O F S E C T I O N Rev. 10/24/88 . , FIRST UNIVERSALIST CHURCH DIVISION 1 • GENERAL REQUIREMENTS SECTION 01010 SUMMARY OF WORK 1.01 METAL FABRICATIONS: Section 05500. A. Metal hangers, brackets, columns, and other fabrications necessary for the installation of the new Micro-Lam reinforcing beams. 1.02 CARPENTRY WORK: Section 06001. A. Careful removal and salvage of all woodwork necessary to carry out structural reinforcement operations. This will occur primarily, but is not necessarily limited to the woodwork covering the longitudinal 10x9 beam. B. Replacement and restoration of the woodwork removed, plus woodwork pre- viously removed for temporary shoring. C. Restoration of woodwork split and damaged above and around the tempo- rary shoring. D. Replacement and restoration of pews removed for the present temporary shoring. E. Restoration of the floor and balcony railing in the area of the present temporary shoring. F. Other miscellaneous carpentry work or repairs. • 1.03 GLUE LAMINATED STRUCTURAL UNITS: Section 06181. A. New Micro-Lam beams to reinforce the existing beams. 1.04 PLASTER: Section 09200. A. Removal and replacement of flat balcony plaster ceilings, salvaging of plaster coves at edges, and repair, reattachment, and replacement of ceiling framing and strapping. B. Patching of the main sanctuary ceiling plaster where it is cracked, loose, or deteriorated. C. Patching of any areas damaged during the structural repairs. 1.05 PAINTING: Section 09900. A. Painting of the entire main sanctuary ceiling and the balcony ceiling, down to the top of the moulding at the bottom of the balcony ceiling cove. The moulding is not to be painted. B. Painting of the wood trim, mouldings, frieze, etc. at the juncture of the sanctuary and balcony ceilings above the column lines. Touch-up painting of the column capitals. C. Painting of the balcony railing and the pews as necessary where the temporary bracing was installed and removed. D. Painting of any other areas affected by the work or repairs. E. Note: Alternate No. 1 is the painting of all the sanctuary walls, and the painting of the ceilings under the balconies. • . F. Note: Alternate No. 2 is the painting of the main floor pews and floor, excluding balcony pews and floor. * * * * * * E N D O F S E C T I O N Rev. 11/3/88 FIRST UNIVERSALIST CHURCH DIVISION 1 • GENERAL REQUIREMENTS SECTION 01100 ALTERNATES PART I GENERAL 1.01 INSTRUCTIONS AND PROVISIONS A. The Contractor shall state in the space provided on the Bid Form the . amount to be added to or deducted from the proposed Contract Sum for the following Alternates. B. The Owner may, at his option, select and accept any, or none, of the alternates. 1.02 ALTERNATES Note: Painting under the Base Bid includes only the painting of the main sanctuary ceiling, the balcony ceilings, wood trim at the main ceiling/balcony ceiling junctures, and miscellaneous painting necessitated by the repairs. The two alternates below are for additional painting work if the budget allows. Alternate No. 1: State the amount to be added to the Base Bid for the painting of all the sanctuary walls. and the ceilings under the • balconies (Section 09900) . Alternate No. 2: State the amount to be added to the Base Bid for the painting of the main floor pews and floor, excluding balcony pews and floor (Section 09900) . * * * * * * E N D O F S E C T I O N Rev. 11/3/88 FIRST UNIVERSALIST CHURCH I DIVISION 1 • GENERAL REQUIREMENTS SECTION 01500 CONSTRUCTION FACILITIES AND TEMPORARY CONTROL PART I GENERAL 1.01 GENERAL PROVISIONS A. Attention is directed to the General Conditions, Supplementary General Conditions, and applicable portions of Division 1, General Require- ments, which are hereby made a part of this Section. B. The Contractor shall at no additional cost to the Owner comply with and furnish all labor, materials, and services in accordance with the re- quirements of this Section, unless any of said requirements are in con- flict with the requirements of Federal, State or Local Laws, Rules, and Regulations in which event(s) the requirements of applicable Federal, State, or Local Laws, Rules and Regulations shall govern. 1.02 PROJECT OFFICE A. A project office is not required. 1.03 TEMPORARY TELEPHONES A. Temporary telephones are not required. The Owner will provide or des- ignate a phone that may be used by the Contractor. 1.04 TEMPORARY TOILETS A. Temporary toilets are not required to be furnished by this contractor. The Owner will designate toilets in the building that may be used by workers, but they must be kept clean at all times. 1.05 TEMPORARY ELECTRICITY A. The Contractor shall, at his own expense, make all arrangements for and provide all necessary temporary light and power. The Owner shall des- ignate connection location(s) and shall pay for all electricity. B. All temporary electrical work shall be performed under the direct su- pervision of at least one Master Electrician who shall be present on the project at all times when such work is being performed. 1.06 TEMPORARY STRUCTURES A. The Contractor shall provide, maintain, and remove such additional storage sheds. temporary buildings, or trailers as may be required for the performance of the Contract. Location of all such temporary struc- tures shall be as approved by the Architect and the Owner. 1.07 STORAGE OF MATERIALS AND EQUIPMENT A. The contractor may store materials and equipment on the site or in a designated room or area within the building as allowed by the Owner. Rev. 10/24/88 FIRST UNIVERSALIST CONSTRUCTION FACILITIES - SECTION 01500/2 1.08 SCAFFOLDING, STAGING, PLANKING, AND HOISTING • A. Except as otherwise specified in the various Sections of the Specifica- tions, the Contractor shall provide, set up, and maintain all scaffold- ing, staging, planking, hoisting machinery, and derricks, and shall do all hoisting required under the Base Bid for the project, and shall bear all costs therefrom. B. All scaffolding, staging, planking, hoisting machinery, derricks, and all hoisting required by and associated with Alternates 1 & 2, the painting of the sanctuary walls, ceilings under the balconies, pews. and floors shall not be provided by the General Contractor, but shall be provided under Section 09900: Painting. 1.09 TEMPORARY STAIRS, RAMPS, AND CHUTES A. The Contractor shall furnish, install and maintain all temporary ramps, stairs, ladders, and chutes as required for the use of all trades for the proper execution of their work, and shall bear all costs therefrom. The Contractor shall remove these items when no longer required. B. The Contractor shall furnish and install properly supported covered chutes from openings in the exterior walls of the building levels, in convenient and accessible locations which will permit direct disposal of rubbish and debris directly into trucks or disposal units. The chutes shall be for the use of all trades, and the Contractor shall bear all costs for the furnishing, installing, relocating, maintaining, and removal of same when no longer needed. • C. No materials, rubbish or debris shall be allowed to drop free or be thrown from openings in the exterior walls of the building or from any staging or scaffolding. 1.10 TEMPORARY PROTECTION A. The Contractor shall perform the following specific protection work. The Contractor's proposed methods of protection must be reviewed with and receive the approval of the Architect before beginning, and this protection work must be completed prior to beginning any other work. 1. Remove all pew cushions, label to insure correct replacement, then safely store outside the work area in a location in the building approved by the Owner. 2. Provide specific protection to prevent damage to any pews, columns, windows, woodwork, or any other items. At the minimum cover all pews and floors with a combination of 4 mil polyethylene and rosin paper, both with taped seams to protect from construction operations and dust. Protect pews, woodwork, windows, and other items not re- movable but susceptible to damage from operations, especially over- head, with plywood of adequate thickness, correctly installed. 3. Provide an air-tight enclosure around both the organ console and around the organ pipes to prevent seepage of dust into organ compo- nents. Provide additional protection as necessary from falling ob- jects or debris. 4. Remove, protect, and safely store the clock presently mounted on the face of the south balcony railing in a location designated by the Owner. Rev. 10/24/88 FIRST UNIVERSALIST CONSTRUCTION FACILITIES - SECTION 01500/3 5. Lower and remove, or lower and protect the large chandelier and the ceiling fans. 6. Remove, wrap or box, protect from theft, and safely store in a location designated by the Owner all balcony wall sconce lighting fixtures . B. The Contractor shall also provide the following general protection: 1. Provide temporary weathertight enclosures for openings in exterior walls and in the roof decks when and as required to protect the work from damage by inclement weather. Such protection items shall be subject to the approval of the Architect. 2. Protect sills, jambs, and heads of openings through which materials are handled. 3. Protect all exposed exterior and interior surfaces and floors against mechanical damage, plaster and mortar droppings, cleaning residue, oil, grease, paint, and other materials which will damage, mark, or stain any surface or floor finish. Install and maintain protective coverings on all surfaces and finished floors in areas where other work will be done. 4. Cover exterior concrete and brick areas of the site to protect them from all operations. C. The Contractor shall remove and dispose of all temporary.protection ma- terials when they are no longer required, but must receive the approval of the Architect before doing so. Prior to completion of the work, but only after there is no longer any danger of damage to an item, and only • after receiving the approval of the Architect, the contractor shall re- place all items removed for safe-keeping. This contractor will be re- sponsible for any damage to or theft of any item removed. D. After the installation of work by any Subcontractor is properly com- pleted, the Contractor shall be responsible for its protection and for repairing, replacing, or cleaning any such work which has been damaged by other trades or by any other cause, so that all work is in perfect condition at the time of acceptance of the work. 1.11 PUBLIC SAFETY AND CONVENIENCE/STAGING A. The Contractor shall at all times until final acceptance of the work be responsible for the protection of the work and shall take all precau- tions for preventing injuries to persons or damage to property on or about the project. B. Work shall be done at such times and in such manner so as to cause the least amount of interference with access to and use of the project building and adjacent buildings. Details of construction work that in any way affect the operation of the project building and adjacent buildings shall be discussed in detail with representatives of the Owner. Contractor, and Architect. Where exit doors occur from build- ings, the construction work shall be conducted in such a manner that _ the means of egress from the buildings will not be impeded or ob- structed in any manner. C. The decision for routing pedestrian or vehicular traffic through or • around the work and provision for the control of same will be made by the Architect and the Owner. Whenever traffic re-routes are required, special detours will be provided. The Contractor shall schedule the Rev. 10/24/88 FIRST UNIVERSALIST CONSTRUCTION FACILITIES — SECTION 01500/4 I i temporary or permanent closing of streets or public ways to travel only • after consultation with the Owner, and the Police Chief and the Fire Chief of the City. The temporary closing of roadways shall be kept to a minimum. 1.12 TOBACCO AND LIQUOR PROHIBITED A. The Contractor shall not permit smoking where it creates a hazard or is objectionable to the Owner, and shall not permit the use of liquor in the project area. 1.13 POSTERS, ETC. A. The Contractor shall not permit any placards, posters, or advertise— ments to be displayed on or about the premises unless approved by the Owner. * * * * * * E N D O F S E C T I O N • • Rev. 10/24/88 FIRST UNIVERSALIST CHURCH 1 DIVISION 5 METALS SECTION 05500 METAL FABRICATIONS PART I GENERAL 1.01 GENERAL PROVISIONS A. Attention is directed to the General Conditions, Supplementary General Conditions, and applicable portions of Division 1, General Require— ments, which are hereby made a part' of this Section. 1.02 WORK TO BE PERFORMED A. Furnish and install the following items required to complete the work of this Section, as shown on the Drawings and specified herein: 1. Metal hangers, brackets, columns, and other fabrications necessary for the installation of the new Micro—Lam reinforcing beams, B. See Drawing S-1 for work of this Section. 1.03 RELATED WORK A. The following related work is not included in this Section and shall be performed under the designated Sections. 1. Micro—Lam Beams: Section 06181. 1.04 SUBMITTALS/SHOP DRAWINGS/SAMPLES A. Prepare and submit four copies (minimum) and one sepia of shop drawings and/or manufacturer's literature covering the work of this Section in accordance with the provisions of the General Conditions. All shop drawings and all samples pertaining to this Section shall be submitted at the same time. 1.05 STANDARDS A. See Drawing S-1. PART II MATERIALS 2.01 See Drawing S-1. PART III INSTALLATION 3.01 See Drawing S-1. * * * * * * E N D O F S E C T I O N Rev. 9/15/88 i FIRST UNIVERSALIST CHURCH i DIVISION 6 • WOOD AND PLASTICS SECTION 06001 CARPENTRY WORK j PART I GENERAL 1.01 GENERAL PROVISIONS A. Attention is directed to the General Conditions, Supplementary General Conditions, and applicable portions of Division 1, General Require- ments, which are hereby made a part of this Section. 1.02 WORK TO BE PERFORMED A. Furnish and install the following items required to complete the work of this Section, as shown on the Drawings and specified herein: 1. Carefully remove and salvage all woodwork necessary to carry out structural reinforcement operations. This will occur primarily, but is not necessarily limited to the woodwork covering the longitudinal 10x9 beam. 2. Replace and restore the above woodwork removed for structural rein- forcement, plus woodwork previously removed for temporary shoring. That woodwork is presently stored on the site. 3. Restore woodwork split and damaged above and around the temporary shoring. • 4. Replace and restore pews removed for the present temporary shoring. 5. Restore the floor and balcony railing in the area of the present temporary shoring. 6. Other miscellaneous carpentry work or repairs. B. See drawing A-1 for area of work of this Section. 1.03 RELATED WORK A. The following related work is not included in this Section and shall be performed under the designated Sections. 1. Ceiling framing work associated with plaster repairs: Section 09200. 1.04 SUBMITTALS/SHOP DRAWINGS/SAMPLES A. Submit or provide samples of all materials required by the Architect for approval, including but not limited to the following: 1. Reproduction mouldings: If any mouldings are unable to be salvaged and must be replaced, obtain pieces of all mouldings to be repro- duced, strip paint, and submit original moulding and new sample for Architect's approval prior to beginning full production run. 1.05 STANDARDS A. Quality Standards: Except as otherwise shown or specified, comply with specified provisions of the Architectural Woodwork Institute (AWI) • "Quality Standards", current edition. Any reference to Premium. Custom or Economy in the specification shall be as defined in the AWI "Quality Standards". Rev. 9/15/88 FIRST UNIVERSALIST CHURCH CARPENTRY WORK - SECTION 06001/2 B. Employ only tradesmen experienced in the preservation, restoration, and • reproduction of historically significant architectural woodwork. PART II MATERIALS 2.01 quality Standard A. AWI Section 300, premium grade. 2.02 SPECIES A. Interior woodwork: The species of interior wood shall be clear Eastern White Pine (NELMA) 111 or better. Kiln-dry woodwork to an average moisture content of 9% - 12%, or as otherwise recommended by applicable Quality Standards for the regional climatic conditions involved. 2.03 MISCELLANEOUS ACCESSORIES AND MATERIALS A. Wood Screws: Select the material, type and size required for each use. Comply with FS FF-S-111 for applicable requirements. B. Nails: Select the material, type and size required for each use. All nails in exposed finish work shall be finish nails. Comply with FS FF- N-105 for applicable requirements. C. Wood glue: Arcon E-152 or E-154 made by Allied Resins. D. Epoxy wood consolidate: LiquidWood, manufactured by Abatron, Inc., 141 Center Drive, Gilberts, IL 60136, (312) 426-2200. • E. Epoxy wood filler: WoodEpox, manufactured by Abatron. F. Epoxy wood consolidate/filler: Arcon L-700 by Allied Resins. G. Putty for nail holes: Elastic glazing compound.- 2.04 IDENTIFICATION A. Any new wood used in the project must be marked in a concealed, un- painted location with the words, "NEW WOOD - 1988". PART III EXECUTION 3.01 REMOVAL AND SALVAGE A. Discuss proposed method of approaching the work with the Engineer and the Architect before beginning any work. The removal of the existing woodwork must be approached and carried out in a very careful manner so that the original woodwork is salvaged in an undamaged condition. It is the intent to reuse all removed woodwork; woodwork will be replaced only in an extreme situation, and the Contractor shall receive permis- sion from the Architect before any woodwork is replaced. B. Carefully remove only as much existing woodwork as necessary for the installation of the new metal support hangers. Use knives and putty knives to break existing paint joints. Carefully work pieces apart us- ing knives and putty knives. If use of a pry is required, protect ad- jacent top and bottom surfaces with large metal putty knives to avoid gouging or damaging wood. Drive finish nails through wood to allow re- moval of pieces without excessive prying, or expose nails by carefully Rev. ,10/24/88 FIRST UNIVERSALIST CHURCH CARPENTRY WORK — SECTION 06001/3 separating wood and then cutting nails with cutters or a hacksaw. The • use of a "sawsall" will not be permitted to remove finish woodwork. Remove pieces in original sizes, not cutting into smaller sizes unless impossible to do otherwise. C. Immediately after removal and before pieces are stored, remove all nails or fasteners by pulling through the wood from the back side, so as to not split wood from the face of the piece. D. Carefully store salvaged wood in a place away from any work area so as to prevent damage. Insert soft blocking between pieces of salvaged wood to protect from damage. 3.02 REPLACEMENT OF SALVAGED WOODWORK A. Clean edges of salvaged woodwork to allow for tight fit when replacing. B. Replace salvaged woodwork in as straight and true lines as possible. However, it is not absolutely necessary that restored pieces be plumb, square, and straight. It is more necessary that the pieces blend and fit correctly with the existing remaining adjacent pieces of woodwork. 3.03 RESTORATION OF EXISTING WOODWORK A. Repair any woodwork presently damaged (such as in the area of the pre— sent temporary shoring) and damaged during the course of this work. It is the intent to reuse and repair all existing original woodwork; only in an extreme case will original woodwork be replaced with new wood. • B. Use dutchmen and/or epoxy fillers to patch areas of missing or damaged woodwork. 3.04 FABRICATION/ASSEMBLY A. Fabricate any new woodwork required to dimensions, profiles and details of similar existing woodwork elements. Route or groove reverse side (backed—out) of trim members to be applied to flat surfaces, except for members with ends exposed in the finished work. Provide samples of each piece for approval. B. Any new millwork required shall be accurately run, true to size and de— tail; corners and profiles shall be clean cut with surfaces unmarred and free from chatter, torn grain or other machine marks. Flat sur— faces shall be machine sanded and moulded surfaces hand sanded. All finished woodwork shall be neatly and accurately constructed with joint work true, square and tight, as nearly invisible as possible. 3.05 PREPARING FOR FINISH A. Clean all woodwork, sand, and fill in preparation for painting. 3.06 MISCELLANEOUS WOODWORK REPAIRS A. Reattach, repair, and restore any loose or damaged trim, mouldings, or woodwork revealed during the course of the work. • * * * * * * E N D O F S E C T I O N Rev. 9/15/88 FIRST UNIVERSALIST CHURCH DIVISION 6 • WOOD & PLASTICS SECTION 06181 GLUE LAMINATED STRUCTURAL UNITS PART I GENERAL 1.01 GENERAL PROVISIONS A. Attention is directed to the General Conditions, Supplementary General Conditions, and applicable portions of Division 1, General Require- ments. which are hereby made a part of this Section. 1.02 WORK TO BE PERFORMED A. Furnish and install the following items required to complete the work of this Section, as shown on the Drawings and specified herein: 1. New Micro-Lam beams to reinforce the existing beams. C. See Drawing S-1 for work of this Section. 1.03 RELATED WORK A. The following related work is not included in this Section and shall be performed under the designated Sections. 1. Metal Fabrications: Section 05500. • 1.04 SUBMITTALS/SHOP DRAWINGS/SAMPLES A. Prepare and submit four copies (minimum) and one sepia of shop drawings and/or manufacturer's literature covering the work of this Section in accordance with the provisions of the General Conditions. All shop drawings and all samples pertaining to this Section shall be submitted at the same time. 1.05 STANDARDS A. See Drawing S-1. PART II MATERIALS 2.01 See Drawing S-1. PART III INSTALLATION 3.01 See Drawing S-1. * * * * * * E N D O F S E C T I O N • Rev. 9/15/88 FIRST UNIVERSALIST CHURCH I DIVISION 9 FINISHES SECTION 09200 PLASTER PART I GENERAL 1.01 GENERAL PROVISIONS A. Attention is directed to the General Conditions, Supplementary General Conditions, and applicable portions of Division 1, General Require— ments, which are hereby made a part of this Section. 1.02 WORK TO BE PERFOP14ED A. Furnish and install the following items required to complete the work of this Section, as shown on the Drawings and specified herein: 1. Balcony ceilings (the ceilings over, not under, the balconies) : Removal and replacement of flat plaster ceilings, salvaging of plaster coves at edges, and repair, reattachment, and replacement of ceiling framing and strapping. 2. Main sanctuary ceiling: Patching of the plaster upper portion of the ceiling where it is cracked, loose, or deteriorated, 3. Patching of any areas damaged during the structural repairs. B. Work not included: • 1. No work on the ceilings under the balconies or on the plaster walls is included. This work is to be performed under Section 09900, but only if Alternate 1 is accepted. C. See drawing A-1 for work of this Section. 1.03 SUBMITTALS/SHOP DRAWINGS/SAMPLES A. Prepare and submit four copies (minimum) and one sepia of shop drawings and/or manufacturer's literature covering the work of this Section in accordance with the provisions of the General Conditions. All shop drawings and all samples pertaining to this Section shall be submitted at the same time. B. Submit or provide samples of all items required by the Architect for approval, including but not limited to the following: 1. Metal lath. PART II MATERIALS 2.01 GENERAL ' A. Manufacturer: U.S. Gypsum Company (USG) , National Gypsum Company, Georgia Pacific, Bestwall, or approved equal. B. Materials are designated herein by reference to U.S. Gypsum Company trade names or numbers to establish the type and quality required. Such designations are not restricted except as to type and quality. Similar and equal products by another manufacturer listed in this sec— tion will be given consideration as a substitute. If the Contractor Rev. 10/24/88 F3RST UNIVERSALIST CHURCH PLASTER - SECTION 09200/2 wishes to use materials of another named manufacturer, he shall make • his request for such substitutions in writing to the Architect and re- ceive approval before proceeding. 2.02 DELIVERY AND STORAGE OF MATERIALS A. All materials, except water and sand, shall be delivered in their orig- inal unopened packages and stored in an enclosed shelter providing pro- tection from damage and exposure to the elements. Damaged or deterio- rated materials shall be removed from the premises. 2.03 CEILING FRAMING COMPONENTS A. Joists: . lx8 kiln-dried wood. B. Metal joist hangers: Minimum 2x12, galvanized, as manufactured by Teco, Silver Metal Products, Inc. , Simpson Co., Heckmann Building Products, Inc., or equal. C. Strapping: 1x6 wood, rough cut or shimmed to match the thickness of the existing Ix strapping. 2.04 LATHING MATERIALS A. Plaster base for flat surfaces: USG Metal Lath - 3/8" Riblath, 3.4 lbs per sq, yd. (Ends painted red.) B. Plaster base for coves and contoured surfaces, if necessary: USG Junior Diamond Mesh Lath, 3.4 lbs per sq. yd. (Ends painted red.) • 2.05 PLASTERING MATERIALS A. Basecoat plaster: Red Top Gypsum Plaster, regular. B. Aggregate: Sand meeting ASTM C35 requirement. C. Water: Potable and not containing impurities that affect the setting of gypsum. D. Prepared Finish: Red Top Finish. E. Mesh tape for reinforcing plaster cracks repairs: USG Imperial glass fiber open-weave tape; Type P. pressure-sensitive, and S, staple attached. 2.06 MIXES A. Basecoat plaster and aggregate shall be mixed in following proportions: Scratch coat: 2 cu. ft. aggregate per 100 lb, neat gypsum plaster. Brown coat: 3 cu. ft. aggregate per 100 lb. neat gypsum plaster. B. Finish plaster shall be mixed neat, according to the manufacturer's directions. PART III INSTALLATION 3.01 General • A. Plaster work shall not begin until all structural reinforcement work has been completed, and no further structural movement is anticipated. Rev. 10/24/88 FIRST UNIVERSALIST CHURCH PLASTER - SECTION 09200/3 B. Erection procedures for plaster ceilings, as set forth in the Specifi- cations of the U.S. Gypsum Company, including but not limited to Tech- nical Bulletin No. SA-917, current edition, shall govern this work, with the following additional requirements. C. Do all cutting and patching in the work of this Section as required by the work of other trades. Provide cutouts for piping, electrical con- duits and outlets, and the like. 3.02 ENVIRONMENTAL CONDITIONS A. In cold weather all glazing shall be completed and the building heated to a minimum of 55°F before lath installation. Temperature of building shall be maintained in uniform range above 55°F for an adequate period prior to application of plaster, while plastering is being done, and until plaster is dry. Heat shall be well distributed in all areas, with deflection or protective screens used to prevent concentrated or irregular heat on plaster areas near source. When required, heat shall be furnished by the Owner. B. Ventilation shall be provided to properly dry conventional plaster dur- ing and subsequent to its application. In glazed buildings, this shall be accomplished by keeping windows open sufficiently to provide air circulation; in enclosed areas lacking normal ventilation, provisions must be made to mechanically remove moisture-laden air. C. If glazed sash are not in place and the building is subject to hot, dry winds or temperature differentials from day to night of 20°F or more, • openings shall be screened with cheesecloth or similar material. 3.03 PROTECTION A. Proper protection shall be provided during plastering for wood trim, door and window frames, and other designated areas which do not receive a plaster finish. 3.04 PLASTER REMOVAL A. Discuss areas of plaster to be removed with the Architect before begin- ning plaster removal work. B. Remove all plaster and wood lath from the flat balcony ceilings (the ceilings over, not under, the balconies) . Remove the plaster and lath only to the point where the upper curved cove portion begins. Use extreme caution while removing plaster and lath so as to not disturb the existing strapping that extends over the trim boards at the column lines, and over the cove at the edges. Salvage all cove plaster if possible, as these areas appear to be in very good condition. Remove the cove plaster and wood lath only where it is not salvageable. C. Remove deteriorated areas of plaster only where repairs are necessary . to the sanctuary ceiling. 3.05 CEILING FRAMING COMPONENTS A. Balcony ceiling framing components consist of "beams", members about • 811x8" and running usually from the end of a frame to the exterior ma- sonry wall, "joists", members of various sizes spanning between beams, Rev. 10/24/88 NIRST UNIVERSALIST CHURCH PLASTER - SECTION 09200/4 and "strapping", flat 111x811+ members spanning from column line to exte- rior cove. The reason that the plaster has failed to the degree that it has is that the end supports or connections of the joists, where they are attached to the beams, have failed. That, plus the fact that the material used for the joists is inferior or poorly chosen. Beams are located at the frames, and therefore have the same spacing, one joist row is located between the column line and the edge of the cove, and the strapping is spaced very approximately about 18" o.c. B. Verify that all beams are secure, which they appear to be. Reinforce any questionable connections. C. Remove any partial, overlapped, or short ceiling joists and replace with new 2x8 joists, hung from the beams with 2x12 or longer galvanized metal joist hangers. Resecure and reattach any salvageable joists with metal joist hangers or galvanized metal strap. 3.06 CEILING STRAPPING COMPONENTS A. Resecure and attach the existing wood strapping to new or existing joists with galvanized screws of adequate length. Galvanized drywall screws are acceptable. Provide additional lx wood strapping, shimmed to align with adjacent strapping, where necessary to reduce existing strapping spacing to 24" o.c, or less. B. Strapping members must be spaced a maximum of 24" o.c. horizontally. Provide any additional strapping members and reinforcing members as recommended by the system manufacturer to assure complete rigidity of • partitions. 3.07 LATH A. Install and attach metal lath to strapping as recommended by the lath manufacturer. 3.08 PLASTER THICKNESS A. Plaster thicknesses shall be as required to bring the face of plaster to the same thickness as the existing plaster; however, for metal lath, in no case shall the grounds be less than 5/8" from face of lath. 3.09 BASECOAT APPLICATION A. Mix basecoat plasters by hand or in a mechanical mixer to a uniform consistency following manufacturer's directions. B. Apply basecoat plaster by hand in two coats. Apply scratch (first) coat with sufficient material and pressure to form good full keys on metal lath, and good bond on other bases, and then cross-rake. Apply brown (second) coat after scratch coat has set firm and hard. Bring out to grounds and straighten to a true surface with rod and darby without use of additional water. Leave rough to receive finish (third) coat. 3.10 FINISH COAT APPLICATION • A. All ceilings are to receive trowel, finish. Scratch plaster in thor- oughlyand immediately double back to fill out to a smooth, dense sur- face for decoration, free of surface blemishes and irregularities. Ap- Rev. 10/24/88 FIRST UNIVERSALIST CHURCH PLASTER - SECTION 09200/5 ply finish coat as thin as possible, preferably 1/16" to not more than • 1/8" maximum thickness. 3.11 PATCHING A. Point up around trim and other work. Cut out and patch defective and damaged plaster. Patch plaster to match existing work in texture and finish flush and smooth. B. Flat surfaces: Repair all cracked or deteriorated portions of the upper sanctuary ceiling, especially at the tops of the east, south, and west coves, at the center of the south cove, and at numerous cracks on the flat portion of the ceiling. Repair by cutting out loose or deterio- rated plaster in a "key" fashion, so that the bottom of the cut is wider than the surface opening, insert and attach metal lath if possi- ble, and replaster as above. Wash all areas of plaster repair before replastering. C. Thin cracks: At long thin cracks, remove any loose plaster, install bonding agent followed by reinforcing mesh tape, and replaster. D. Loose areas: Resecure any loose areas of solid plaster with plaster washers, install bonding agent, then replaster. E. Finish all plaster repairs to match existing adjacent work in texture, and finish flush and smooth. 3.12 COMPLETION • A. At the completion of the finish plaster work, clean all plaster from beads, screeds, metal base and metal trim, leaving work ready for deco- ration by others. 3.13 DECORATING A. Red Top Finish applied over conventional basecoat plasters must age 30 to 60 days, be thoroughly dry and properly sealed before decorating. Quick-drying vinyl acrylic latex or alkali-resistant alkyd primer-seal- ers are recommended. Do not use polyvinyl acetate (PVA) primers for application to plaster finishes containing lime. In the presence of moisture, these primers can cause bond loss with resultant paint delam- ination and job failure. * * * * * * E N D O F S E C T I O N Rev. 10/24/88 FIRST UNIVERSALIST CHURCH DIVISION 9 FINISHES SECTION 09900 PAINTING PART I GENERAL 1.01 GENERAL PROVISIONS A. Attention is directed to the General Conditions, Supplementary General Conditions. and applicable portions of Division 1, General Require— ments, which are hereby made a part of this Section. 1.02 WORK TO BE PERFORMED A. Furnish and install the following items required to complete the work of this Section, as shown on the Drawings and specified herein: 1. Painting of the entire main sanctuary ceiling and the balcony ceil— ing, down to the top of the moulding at the bottom of the balcony ceiling cove. The moulding is not to be painted. 2. Painting of the wood trim, mouldings, frieze, etc. at the juncture of the sanctuary and balcony ceilings above the column lines. Touch—up painting of the column capitals. 3. Painting of the balcony railing and the pews as necessary where the temporary bracing was installed and removed. • 4. Painting of any other areas affected by the work or repairs. 5. Note: Alternate No. 1 is the painting of all the sanctuary walls, and the painting of the ceilings under the balconies. a. Painting of the sanctuary walls includes repair of all cracks and deteriorated areas of wall plaster, and painting of all walls, all previously painted trim, and radiators. Trim includes but is not limited to sash, frames, casings, mouldings, columns, dado (excluding main floor dado abutting pews), balcony railings, all doors, frames, podium, stairs, and sounding board. b. Painting of the ceilings under the balconies includes repair of all cracks and deteriorated areas of ceiling plaster, and re— placement of the patched under—balcony ceiling near the center front doors, and painting of all ceilings. c. Scaffolding, staging, planking. hoisting machinery, derricks, and all hoisting required for the work of this Section under Alter— nate No. 1 shall be provided under this Section, and shall not be provided by the General Contractor. 6. Note: Alternate No. 2 is the painting of the main floor pews and floor, excluding balcony pews and floor. a. Painting of the pews includes painting of all previously painted surfaces of pews, partitions, and main floor dado abutting pews. b. Painting of the floors includes removal and disposal of all car— peting, and repair or renailing of isolated loose areas of floor— ing. • c. Scaffolding, staging, planking, hoisting machinery, derricks, and all hoisting required for the work of this Section under Alter— nate No. 2 shall be provided under this Section, and shall not be provided by the General Contractor. Rev. 11/3/88 FIRST UNIVERSALIST CHURCH PAINTING - SECTION 09900/2 B. Work not included: • 1. Scaffolding, staging, planking, hoisting machinery, and derricks, and all hoisting required for the work of this Section under the Base Bid (only) shall be provided by the General Contractor, and shall not be provided under this Section. 2. The painting of the sanctuary walls and the ceilings under the bal- conies is not included in the Base Bid; this painting is to be in- cluded only if Alternate No. 1 is accepted. 3. The painting of the main floor pews and floor is not included in the Base Bid; this painting is to be included only if Alternate No. 2 is accepted. Balcony pews and floor are not to be painted under either the Base Bid or any alternate. 4. No refinishing of any clear, stained, or natural finished woodwork is included, except that all such woodwork included in a particular Section of the Specifications shall be cleaned, rubbed, and polished with one application of Old English Furniture Polish. 5. No painting shall be done on smoke detectors, chandeliers, ceiling fans, electrical fixtures, switch plates, plugs, etc., or on items completely factory finished. 6. The refinishing of the naturally finished wood floors in the chancel area is not included in the Base Bid or either alternate. 7. Removal and storage of the pew cushions is the responsibility of the General Contractor. 8. The carpeting removed will be replaced under a separate contract. • C. It is the intent of this Section to cover the painting of all areas of the work, and anything affected by the work, so as to make a complete , i job in every respect, whether or not every item is herein specifically ' mentioned. Where items are not mentioned, they shall be finished the same as specified for similar work. D. Paint as used herein means all coating systems materials, including primers, emulsions, enamels, clear finishes, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats. E. Painting as used herein means the entire refinishing process, including repairs, cleaning, preparation, priming, and application of finish. 1.03 SUBMITTALS/SAMPLES A. Samples, Painting: 1. Submit samples for Architect's review of color and texture only. Compliance with all other requirements is the exclusive responsibil- ity of the Contractor. 2. On 12" x 12" hardboard provide 2 samples of each color material, with texture to simulate actual conditions. Resubmit each sample as requested until required sheen, color and texture is achieved. PART II MATERIALS • 2.01 GENERAL A. Undercoating and finish paints shall be by the same manufacturer and shall be certified to be compatible. Use only thinners approved by the �P paint manufacturers and use only within recommended limits. Rev. 11/3/88 . i i FIRST UNIVERSALIST CHURCH PAINTING - SECTION 09900/3 B. Paint Coordination: Provide finish coats which are compatible with • prime paints used. Review other sections of these specifications in which prime paints are to be provided to ensure compatibility of total coatings system for various substrates. Upon request from other trades, furnish information on characteristics of specified finish ma- terials, to ensure compatible prime coats are used. Provide barrier coats over incompatible primers or remove and reprime as required. No- tify the Architect in writing of any anticipated problems using speci- fied coating systems will substrates primed by others. C. It will be the Contractor's obligation to guarantee his workmanship and to obtain guarantees of all products from the manufacturer. Such guar- antees shall state that the products used will adhere to the surface without peeling and cracking, scaling, alligatoring, blistering or fad- ing for a period of at least one year from the date of acceptance of the painting work. Upon written notice of paint failure by any of the above or similar reasons, the Contractor shall remove any loose or scaling paint, and repaint the surface without additional cost to the Owner. Should the Contractor have any reservation that the product specified will not perform as intended, he shall so notify the Archi- tect and shall not proceed with the work until agreement is reached on mutually acceptable products. D. Deliver all materials to the job site in original, new and unopened packages and containers bearing manufacturer's name and label. Materi- als not displaying the manufacturer's identification as a standard, best-grade product will, not be acceptable. A room or area shall be as- signed for the storage of painting tools and materials. Store in ac- cordance with manufacturer's instructions. The floor shall be properly protected with drop cloths or building paper. Paint shall be mixed in suitable containers, and necessary precautions shall be taken to pre- vent fire. This room shall be locked at the completion of each day's work. The General Contractor shall have duplicate keys. 2.02 PAINT A. Except as noted in the schedule, all paint materials specified herein shall be first quality products as manufactured by Benjamin Moore and Company, Devoe Paint Division of Celanese Coatings Company, Glidden, California. Products, or approved equal. B. Materials are designated herein by reference to Benjamin Moore and Co. trade names or numbers to establish the type and quality required. Such designations are not restricted except as to type and quality. Similar and equal products by another manufacturer listed will be given consideration as a substitute. If the Contractor wishes to use materi- als of one of the other named manufacturers, he shall make his request for such substitutions in writing to the Architect and receive approval before proceeding. C. Interior Work: 1. Exposed-to-view ferrous metal: Prime: One (1) coat - Alkyd Enamel Underbody. (Prime bare metal only) Finish: One (1) coat - Moore's Alkyd Dulamel: semi-gloss enamel. • 2. Painted Wood (new work) : Prime: One (1) coat - Alkyd Enamel Underbody. Finish: Two (2) coat_ - Moore's Alkyd Dulamel: semi-gloss enamel. Rev. 10/24/88 1 i FIRST UNIVERSALIST CHURCH PAINTING - SECTION 09900/4 3. Painted wood (previously painted) : • Prime: One (1) coat - Alkyd Enamel Underbody. (Prime bare wood only) Finish: One (1) coat - Moore's Alkyd Dulamel: semi-gloss enamel. 4. Plaster (Walls) : Prime: One (1) coat - Latex Quick Dry Prime Seal. (Prime bare plaster only) Finish: One (1) coat - Alkyd Sani-flat. 5. Plaster (Ceilings) : Prime: One (1) coat - Latex Quick Dry Prime Seal Finish: One (1) coat - Alkyd Sani-flat; Color: White No. 20401 (pure white) . D. Colors if not noted above will be as determined by the Architect. PART III INSTALLATION 3.01 INSPECTION A. Applicator must examine the areas and conditions under which the paint- ing work is to be performed. Notify the Contractor in writing of con- ditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Applicator. B. Starting of painting work will be construed as the Applicator's ac- ceptance of the surfaces and conditions within any particular area. • C. Do not paint over dirt, rust, scale, grease, moisture, scuffed sur- faces, or conditions otherwise detrimental to the formation of a durable paint film. 3.02 PREPARATION A. Perform preparation and cleaning in accordance with the coating manu- facturer's instructions and as herein specified for each particular substrate condition. B. All surfaces indicated to be painted shall be scraped, sanded, washed with trisodium phosphate and water, rinsed, and cleaned prior to apply- ing paint materials. C. All knots, pitch streaks, and sappy spots in wood shall be painted with sealer before applying first coat. D. Fill any narrow cracks in woodwork, or open cracks at the inside cor- ners of plaster surfaces, or open joints between wood trim and plaster surfaces with a high quality, flexible, and paintable caulking. Do not obscure, fill, or conceal reveals or detail in woodwork. E. All nail holes, cracks, etc. whether on unpainted or painted surfaces, shall be filled with putty of color to match that of finish after ap- plication of the prime coat. F. Remove any abandoned hooks, nails, screws, screw-eyes, or any other ob- ject not obviously to remain, or as directed by the Architect. • _ G. All screw-attached, natural finished woodwork, such as book racks, com- munion glass holders, and drapery rod holders attached to surfaces to be painted are to be removed before painting operations begin and re- placed only after painting operations are completed. Rev. 10/24/88 FIRST UNIVERSALIST CHURCH PAINTING - SECTION 09900/5 I • H. Remove, wrap or box, protect from theft, and safely store, in a loca- tion designated by the Owner, all light fixtures existing on surfaces to be painted. This contractor will be responsible for any damage to or theft of any item removed. Replace when painting operations are complete and approved. I. Alternate No, l. only: Remove all radiator covers and store in basement as directed by Owner. Radiator covers shall be painted but not re- placed. Wire brush and vacuum clean all radiators prior to repainting. �I 3.03 PLASTER REPAIR AND PATCHING A. Note: Plaster repair and patching is to be carried under this Section ONLY for the work under Alternates No. 1 & 2. B. Flat surfaces: Repair all cracked or deteriorated portions of the walls and ceiling, especially at the bad portions of the wall behind the pul- pit, at the patched under-balcony ceiling near the center front doors, and at numerous larger cracks. Repair by cutting out loose or deterio- rated plaster in a "key" fashion, so that the bottom of the cut is wider than the surface opening, insert and attach metal lath if possi- ble, and replaster as specified under Section 09200. Wash all areas of plaster repair before replastering. C. Thin cracks: At long thin cracks, remove any loose plaster, install bonding agent followed by reinforcing mesh tape, and replaster. D. Loose areas: Resecure any loose areas of solid plaster with plaster • washers, install bonding agent, then replaster. E. Finish all plaster repairs to match existing adjacent work in texture, and finish flush and smooth. F. Remove the under-balcony ceiling patch between the west and east narthex doors, and replace with a plaster ceiling on metal lath as specified under Section 09200. 3.04 ENVIRONMENTAL REQUIREMENTS A. Do not apply paint in snow, rain, fog, or mist, or when the relative humidity exceeds 85%, or on damp or wet surfaces, unless otherwise per- mitted by the paint manufacturer's printed instructions. Painting may be continued during inclement weather only if the areas and surfaces to be painted are enclosed and heated within the temperature limits speci- fied by the paint manufacturer during application and drying periods. B. Red Top Finish plaster applied over conventional basecoat plasters must age 30 to 60 days, be thoroughly dry and properly sealed before deco- rating. Quick-drying vinyl acrylic latex or alkali-resistant alkyd primer-sealers are recommended. Do not use polyvinyl acetate (PVA) primers for application to plaster finishes containing lime. In the presence of moisture, these primers can cause bond loss with resultant paint delamination and job failure. Co-ordinate with Section,09900. 3.05 INSTALLATION • A. Finishing materials shall be free from skins, lumps or any foreign mat- ter when used and shall be kept well stirred while being applied. Each coat shall be evenly brushed out. Rev. 10/24/88 FIRST UNIVERSALIST CHURCH PAINTING - SECTION 09900/6 • B. All material shall. be mixed and applied in accordance with the manufac- turer's directions as printed on containers or as separately furnished. Any thinning required shall be done in the manner and exclusively with the type of reducer recommended by the manufacturer. Use applicators and techniques best suited for the material being applied and surfaces to which applied. Spray painting will not be allowed. C. All radiators shall be painted the woodwork color. D. All exposed electrical wire-mold or electrical conduits shall be painted the same color as the surface on which they are installed. E. Finish coats shall be the exact shades and textures selected by the Ar- chitect. The finished work shall be free from runs, sags, defective brushing and clogging of lines or angles. F. Prime Coats: Apply a prime coat (tinted to approximate shade of finish coat) to material which is required to be painted or finished, and which has not been prime coated by others. G. No painter's finish shall be applied until the preceding coat is thor- oughly dry and in no case less than two (2) days for interior work, un- less the .manufacturer of the paint material in question specifically directs otherwise. H. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness or other surface imperfections will not be acceptable. Apply addi- tional coats when undercoats, stains or other conditions show through the final coat of paint. until the film is of uniform finish, color and appearance. I. On interior work, the cut or break line between the trim color and the wall color is to occur at the line where the trim and wall or ceiling surface meet or, said another way, at the inside corner formed by the trim and the wall or ceiling surface. The cut line is not to be made at the outside corner of the trim. All surfaces and edges of the trim or woodwork, including cornices, are to be painted the same trim or woodwork color. J. Completed Work: Match approved samples for color, texture and cover- age. Remove, refinish or repaint work not in compliance with specified requirements. 3.06 CLEAN-UP AND PROTECTION A. Protection: Protect work of other trades, whether to be painted or not, against damage by painting and finishing work. Correct any dam- ages by cleaning, repairing or replacing, and repainting, as directed by the Architect. B. Daily clean-up: During the progress of the work, remove from the.pro- ject daily all discarded paint materials, rubbish, cans and rags. C. Upon completion of painting work, clean all paint-spattered surfaces. Remove spattered paint by proper methods of washing and scraping, using • care not to scratch or otherwise damage finished surfaces. * * * * * * E N D O F S E C T 10 N Rev. 10/24/88 (00 I I TYPICAL BALCONY CEILING 1 CO STRUCTI : I� ORGAN AREA CEILING BE F==,,===== CEILING JO ST STRAPPING I I I AREA OF EXISTING LATH I I I TEMPORARY SHORING CEILING BEfM I MAIN i I COLUMN SANCTUARY BOTTOM TRIM BOARD CEILING I COVERING LONGITUDINAL 10x9 BEAM THAT IS TO BE REINFORCED r I FRIEZE BOARD (VERTICAL) I I AND MOULDINGS PLASTER COVES j BALCONY CEILING N REFLECTED CEILING PLAN NORTH SCALE: 1/16 = 1 -0 I NOTES: 1. EXISTING HEAT DETECTORS, CEILING FANS, CHANDELIERS, AND SOUNDING BOARD TO BE RETAINED. PROTECT SANCTUARY ALL ITEMS. FIRST UNIVERSALIST CHURCH 2. SEE SPECIFICATIONS FOR WORK 211 BRIDGE STREET ITEMS. SALEM, MASSACHUSETTS STALEY McDERMET ASSOCIATES 175 ESSEX STREET SALEM, MASSACHUSETTS • SEPTEMBER 15, 1988 DRAWING A-1 I poi-o'�t ' toy-5°t 3q'-2a± 1o'-5°t ' I I � I _ � j i j I I I i i I � i I j i � I i i I � �-.-- - - - ---1� � �, �- j -� I i J- --- -- �- -- --�. r •SENDER:Complete items i 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 person delivered to and the date of delive .For additional fees the of owing services are available.Consult postmaster or fees and check box as)for additional service(s) requested. 1. ❑Show to whom delivered,date,and addressee's address. 2. ❑ Restricted Delivery. 3.Article Addressed to: 4.Article Number James G. Monroe P 607 165 831 First Universalist Society Type of Service: 211 Bridge st. Registered Insured Salem,MA 01970 Certified COD Express Mail Always obtain signature of addressee or agent and DATE DELIVERED. S.Signature—Addressee S.Addressee's Address(ONLY if X requested and fee pad) 6.Signatu —A96 i X —� 7.Date of a1i ery PS Form 3811,Fcb.1986 DOMESTIC RETURN RECEIPT UNITED STATES POST ALSERVICE e OFFICIAL BUSINESS �•"' PM SENDER INSTRUCTIONS - -_,•,.,..� Print yourname,bolo address and ZlPCoda . 1 JOL • the ! •Compete items 1,2,3,and 4 on the reverse. - •Attach to front of article if space permits,otherwise affix to back of article. •Endorse article"Return Receipt PENALTY FOR PRIVATE Requested"adjacent to nUTber. USE. $300 RETURN Prim Sender's name,address,and ZIP Code in the space below. TO William H. Munroe / One Salem Green Salem,MA 01970 f° 010 of "-5aIPm, �sS�rlfu rf�� William H. Munroe One Salem Green 745-0213 February 14, 1986 George A. Belisle Lafayette Street Real- Estate Trust 93 Main Street Wenham, MA 01984 Dear Mr. Belisle, This letter will serve to inform you that the following permits are now invalid. PERMIT NUMBER LOCATION DATE ISSUED ,6288 36-38 Naumkeag St. , Salem, MA 5/6/85 X6518 jFirst Universalist Church 8/6/85 a� ) Bridge Street, Salem, MA i X6640 256 Lafayette St., Salem, MA 10/15/85 #849 256 Lafayette St., Salem, MA 12/17/85 16862 256 Lafayette St. , Salem, MA 12/27/85 ; P.lease be advise that the license holder Mr. Gray Green has exercised his rights as to the Massachusetts State Building Code, Sec. 109.2.16 specifically by informing us that he no longer is employed by you or responsible for the projects. This action taken by Mr. Green means no, valid permits are now in force on the above projects. Please make arrangements for the return of all of the above work card permits to this office and see to it that new permits be in place no later than two (2) days, (48 hours) after receipt of this notice. Failure to comply will result in a STOP WORK ORDER being affix to said projects. If we can be of any help to you on this matter feel free to call. ?Since ly, r PaFuin. Bu EJP/jdg c.c. : planning Plumbing, Electrical s _ - 05 L rl(� � 03o31Z �o r ,.iia • , 4 fAISE- F•LOOC 7RS5 AREA � L.A*IU, GEET3111. aWIRlCAL NIMES ElELI81CSL SVINIMA. S-S�iFWA11M A orae" RxWcxJD ON " a Ico" To 'h.° 1 . Visit and inspect existing building conditions Prior to submitting a bid for the 15FLW(Z LEVEL, eEYEL electrical work, S SWITCH - SINGLE POLE: 3'-10" AFF, SYLVANIA NO-KLIK 0111ET 6YfITCriE_ EVES of F•L2')C44a. 26MOE. IFurnish and install all labor, materials, and equipment necessary and�or required to 53 S1N! TCH 3 MiAY: 3'-10" AFF TFl LD, la qNY, IF CAW E;�E IN- vide cowlete system to the satisfaction of the Owner and all authorities having 16rp" F�.Jratt Ti+F-ESwLOIA WIT}+ I."`EVE.Cty% pro r'g Sa RHEOSTAT Sw I TCli - S 1 NGLE POLE; SYL'�4N 1 A PU�i-ON, PUSH-OFF: 3572-1 1 !:' tE, jurisdiction. Guarantee all work in writing for a period of one year frdm the date of final acceptance of th,6 work by the Owner. O FLLCRESCFNT CEILiNCI LIGHT, surface mounted, Fixture Type A: ?. Obtair all required permits, arrange for all inspections and tests by all authorities, Mercury No. MN-125-OCT-SRS/6T-G with two F025/31 lanes. and pay all associated fees and &arges. At conclusion of the work, furnish the Owner © WANDESCENT CEILING LIGHT, Fixture Type B: Howell 's Inc. , With one copy of a Certificate of Inspection from each authority having jurisdiction. (415) 332-4933, The Lucky Baldwin No. 308, with snowflake styled" A. All worn shall solely with all agent applicable codes, rules reg�iatiors, and re- , standard height (42") standard finish (polished brass) . with three 40 watt candelabra .aps. ing but t limited se the usetts cal therMassachusetts5 ate Budding Code,tarodlxa1fE1ectrricalaand Fire Deparltmentss.. g @ INCANDESCENTCEILING ICIiT. Fixture Type C: Conant Custom Brass Inc. , O , --- ,lEEhl ;tum 5. A11 materials shall be new and shall bear a LA_ label where appropriate. (80:) 658-4482, PP6 with t1168D shade, 36" height, Polished brass AIEN SJF�tY uEw ivv.Y t NEW WALL sC 6. Special materials, fittings, and accessories that may be required by authorities finish, with one 75 watt Imp. CG having jurisdiction or that good alefviral practice dictates, shall be furnished and uu 4Y iXRLEX RECEPTACLE - SYLVANIA GROIJtIDITt(i REOEPTAXES, STANDARD (dttAL S IZaTX_.N =HANCmEL TU - — 9 installed. S °,i 1f Y 4 l2 kroE.i7 TJ - INSTALL CONCEALED IN GYPSUM BOARD MALLS T. A11 receptacles, sw?tcLhes, and their sever plate- shall be white, ivory, cx txawrh at - MATCi HE1GHT OF EXISTiNG RECEPTACLES IN R"• IF NEWS" L Ev>rL the Owner's option Colors of all devices mist be approved by the Omer or tl wr NOW. EXISTING, INSTALL AT 16' AFF TYPICAL, EXCFPT -�cy _ Architect before ordering. AS NOTED - ' 8. Mark locations of all electrical apparatus (switches, receptacles, light fixtures, "ETR" - RECEPTACLELOCATION EXISTING TO REMAIN (NEW 117 *.0. ,L,FAR fire alarm apparatus b detectors, etc. ) for owner 's and Architect's approval before 2 NMIJCNLS EpGH MATEPIALS AS REJ'D) SIJB, TOP9L? G=10' 4 ft-W- 4eginning instal lotion. TELEPIrONE RECEPTACLE - MATCH RECEPTACLE ►E104T UNLESS OTHEW!SE NOTEL;', 1'-7" EXTEND 1'-0" 4r�o 9. Size now wiring anab d circuitirg as required by applicable codes and good orartias. Provide additional circuit breakers and panels as necessary .GLAvS(LUU)/) � 'I 1 C.LA55f2rYM A2 GLf+S:K �M w3 �%Np FAM9 F%)S ___.. _ � - nece ` y . Exist)ng :sed circuits Ri TELEPHONE RECEPTACLE - WALL PHOtE RECEPTACLETR E ( ) �,� o r Al GNUS TG µAMS, H slay be reused. Provide a circuit wiring diagrarn ,or the Architect's approval before Q HERMOSTAT - EXISTING To BE RELOCATED , _)Le. 1!575 51CCAtL S + O b+ig i mi ng work . ETR EX 1 ST I NG ITEM TO REMAIN IN PL ARM IZ '�_ --_.- - ----__-- -- j N1T11 NES 059- 43 _ . -- - 10. SuCmit four (4) copies of all electrical mn materials `or approval of the n:r,iteLt (ETR) DLA4LETS OIL" :AtA2 W� before ordering. (NIC) NOT iN CONTRACT r r+JE iLt EEN PAIL£ Wlu�.. W hn 11 . A I 1 ex sed w it i r sha l 1 be removed and rep 1 aced with concea 1 ed w i r i r po tg hg, 4rhd any AFF ABOVE F 1 N I SH F!OOR 7xur If acs rnunted w i r i ng anpFn acus reused will be recessed. A! 1 abanclorae4 v i s c b l a © 9-UKE DETF.CTC* - EX.i ST I NG TO REIN t N, OR T3 BE RELATED a:, xv tmli 4 Z ceiling and waIl aIectricaI apparatus shall be removed and t he surfac'ea tched to R' ® F Z_ j match the adjacent. rfl ® FIRE ALARM HORN-STROBE: wFEELOCK SERIES 7001 , FLUSH MOUNTED. FxACT 12. Cutting, patching, and painting will be done by the Gelwx-at Dontractcr. Deep the Gen- FEIfiiT b LOCATION TO 8E APPROVED BY ARCHITECT tN FIELD. W I I oral ;Xx,tractor aware of the netmi for all such work in order to insure rx) delay` Irl the 7 I I progress of the work. 8' UI � 41 CUMMCI`1 At•_F.-A ] � "r]iLE.T !EILINU AftQiI TFCTUtAL NOTE-5 I LEVEL SPW;FiC NOTES. KEY DOM DESIWTION SYtt".S OGATe DuCti : REMwe El(IST•INu PAIL iF EXiSf!IJCx I- -i EDGE OF EXISTING DU-A_-.)1 LA EL S VTt4A IN LeXA-rE E;,� �f ] Tl�'4al' NOTE l : Remove all tams esSUclated with roll"-up doors , »Iciuding doors, anisns, Q OfRCLE: NEW DOUR, FRAME . b (ASINGS 07ENN& (Me1. 0" P.StVTr QIEt. ti�a 7U iLMAIN OF aril:-;r _SI I:,", s 1U PA-, 44 WA's... T � oovers, and paMll'ng. Restore wall s.rfalces 8 beery covering su,fa Install FU}M NEW WALL JNTOULNEC • `'�-.) i` = T1;.E F.- p HFkA(3'.ri: EXISTING DOOR, FRAME, b ':.4$1N4iri new picture mouldings, wainscot bands . .arid hale, both sides o. wall. , ail to match i^ Mir:. �+ t� 3e Mt+ ) NE . L.c . UI hili-a adjacent . TO BE RE-USED IN PLS 5frJ4E 4# �� 1 -- y 11\' NOTE 2: Renvve three s>is, i r be re-used at toilet) , Val ?s below EXAt3[JN tNS1DE C1RC_E: FxIST !NG DOOR, FRAME, If . rig w i midOwa. the i Mir t F (F tAn as shown and r.qu red. Install new daub !e ",)r tr p 1 e i f spare a 11 i 2x 16 S CAS I NDS TO Eli' RE ilSED 'N rEYI LOCATION rE-(. ) .T' i rbaC>7 'iesders cm adequate supports. uelocate support at most side of 2 eastward. F-F- NUMBER w l TF+I N sYMlOL I S THE DOOR NUMBER; Pr-_,,NS NE.. 4V. `E6 NtF-1 CEJ kAL MORES E DENOTES E11ST1MIO DOOR NOT RE0. lhlitiCl SPECIfIC WORKWOFw, tNCLIAED: DE)OEiS: i� A. Rembvo al ; items and conctrvIct icon not showa"I tr am6ir• �� 1 , c''. 3: Pair Morgan No. M-391 3' -0" x 7' -0" x i-3/4" N(71E 2 s „ S. All row wal Is will be constructed of wool tramming with veneer plaster ).inisr;. 'i-,v 4-8: Single rhe, doors to match the existing doors. 3'-0" x 7'-0" A.-T u W� MJ�T finish and wood trim (wa ns of cap, Picture raouldi tr 9. Reverse swing of existing ;;;r GGRR IiJCi 1L n9, '�aae, Ani any otrler .m) an L LI I�_ S E l- f AWOU the new was 1s in a space mist watch the f inish and tr Im on the existirxj wai is in the ID, 1 : Re- ioc;ated doors I`eN sarx, space. . 12 Modif led existing door K_ LI(aHTSC. Install 3/8" plywrx>d LE-40Cl over all floors 'except the toilet ar . the 1st arid !+: Alt, g2: Single new coir itching existing loos, 3' -0" x 7'-r.' FEL L UW3HIiV (CUOM1 �v1 _ kFIAJJE PAINT 2nd floors of the F pe n � 1, oyer }, which are a1i to receive wall-to-wail car e.t , _ I IN ve ,E T1�GEE L � T 'Ai D. All existing piaster well's, reilirhgr, and wxhdwork (wainscot cap, plc:tit,. moulding, FRAMES: I/2" Lh,ck vrvd, ng:er rabtet t t/2" x door thickness) . WINWWS E Air hose, and any other trim) wi11 be rapsired. A'. i repaired weds and cell are to dl. .`� LIEAC= 9'-�"-� `fa eE tN�TALLEL ON TUG OF r'gs 3 LL (`te = 3 - lu' ) tlEW' CAGf�fcT ® match the adjacent 1n texture and f inish, and woodwork snai l match the �djacsnt. 0151NC,:. Me; .' the ax 1stirg css l : a . ]Ztu E. 411 exposed wiring shall be rertlpved and replaced wit! cror;cealad wining,, and �y M ;"�- II leu face nxnted wiring apparatus re-tlsed will he recessed. All shvisible f<EIOCA E _ p ceiling and wall electrical spe.aratus shall be removed. A11 distur�faces shat , y P1 ,Y �l I be patched to match the adjacent. RE1✓IJVE �CILS _ yl i _)l , 1�; i I r � W_MJ 64L-L F . Freparation aro painting (spot priming ane two mats finish). FILL UPEiyINV RLL OW_NINLea IL _J1 1 ` -� WORK NOT tHM"D: - MUVIFY C.wf- TO I \\ A. The kitchen or the Closets off the 'Fellowship Poem. GeEP.tE DTfGI{ Q212 i 1 oFFI�E )ALT OZ1 B. The entr% or rear stairs up to Bol les Hal l . by cU1flN( �w EDS i i u ` D� &v 0 n• C. Tfe toilet room off the c o)'x . LoU'A7 KLfw UP141�'PkN8S I D. `,'he stairs down to Die basement off the Foyer. 1 TD I1(JlD HALvrS T ALTERNATE No. I WORK TO BE PERFORMED (Parish Fuse Foyer, stair to the secor� Flesh, and 7V6.elvr:u IN 'e% ! the second f 1 oor hallway) : LANER HALF 11 A. Removal and repair of 1efective paint or plaster an walls wvj ceilirgs o 7,;h,og tch _ — Nvr aN ECTE µAL yt3! I j '13�(Aces 2� Rou l ace l texture. G � E NVTu.NN�-TIEl.• ' i I U B. Reolacamihe►ht of miss) taster in second floor cell ) r:f P nyl. arm repair arW - - � ) � cracked. loose. or detericxeted Blaster . 1 l'-0 : 3'-0' �I'ti' C. Remove of app Iiad oIywood paneling and reIatrad matter is s D. Relocation Of wall handrail on stair. I E. Replacement of wainscot. band mode- enol �tlher 't:tnor <-ar'pr-'.try rapaIrsL F. Preparation and painting. _ LUMT OF ALTA 1 °1) Q. Relocation of set of threew light switches above tackbrd •xi west e fir wall hwlcH fire fire aiarm pull station at exterior doors. -- - -- f — 6E::Uhdf FLE F E FGOOF_' ALTERNATE No. 2 WORK TO BE PERFORMED (Off),-e rn the southwest corner of the sexy) : j t TWE FU ) FLOGr- TtFEMS U_ ES SIS 2'0 FLUVL;) AG1 NGT iN i11E G:NT7`ACf A. Install walls to create office with anew don to the Foyer . , pwis-r TFIE FWJkS GaCFF)lL( Al-41 G;BGAIG. B. Pro/ids electr ._a) aro) telephone outlets along new walls a ssparatee tcn fc- AN'I ALFAS DAMA(,EG Luaiill, rlNSTL'J(TIaJ, lights, avid ratairn the present electric !seater . i (!BUILDING o.333-9 3 D. OF SALEM — --- DEPT.RAµ11NGS TO BE AT " L _ '- I,�3 OFI IImo. STUl'.DI:vrS 77= DrnLr s IJEw WhLL.s _> ALE: I/1•- I U„ cEILINV 4<FI�H? - lt' - = 0 A2CNITE C _FU 2AL S�Fety us DATE : MAT �V1993 PARISH HOUSE ALTERATIONS - FIRST UNIVERSALIST CHURCH DRAWING NO. 211 Bridge Street Salem, Massachusetts STALEY McDERMET ASSOCIATES 'fir �fM*ss� 175 Essex Street Salem, Massachusetts 01970 (508) 745-4969 A - 1 SCALE : ';µ z I -O° JOB NUMBER: 9351 i n. " SENDER: y0 Complete items 1 and/or 2 for addititlfial services. I also wish to receive the y • Complete items 3,and 4a&b. following services (for an extra 00 0- • Print your name and address on the reverse of this form so that we can fee): > 0 return this card to you. 0• Attach this form to the front of the mailpiece,or on the back if space 1. El Addressee's Address N does not permit. y • uested"on the mail Write"Return ReceiptRe ece belhiclb . a P ow the article number 2. 11 Restricted Delivery •0 • The Return Receipt will show to whom the article was delivered and the date 0 o delivered. Consult postmaster for fee. 0 V 3. Article Addressed to: 4a. Article Number cc d Staley McDermet P 091 156 286 ``, C, 175 Essex St. 4b. Service Type 0 gSalem, MA 01970 ❑rSS�R,.egistered L1 Insured W you.ertifie ❑ COD 5 N RE: 211 Bride St. ❑ E es eturnReceiptfor cc 9 erchandise o` � 7. ateyof fld' r- a , �aG ¢ 5. Sictiature 1 ess e) 8.@.Ad 6rejz(s e:s Ad fires f (Only if requested m � and- a Sipa' � SAO � 6. Sign (Agent) •' 0 0 PS Form 3811, December 1991 *U.S.GP0:1992—,W3-402 DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVIr4p SSF Official Business „ a PENALTY FOR PRIVATE USE TO AVOID PAYMENT gg3 OF POSTAGE,$300 Print your name, address and ZIP Code here Leo E. Tremblay, Inspector of Buildings One Salem Green Salem, MA 01970 Otu of Ahlem, Massar4usetts Public Vropertg Department Nuilbing Department (One #alem Green 508-745-9595 Ext. 300 Leo E. Tremblay Director of Public Property Inspector of Building Zoning Enforcement Officer July 14, 1993 Staley McDermet Associates 175 Essex St. Salem, MA 01970 RE: 211 Bridge Street Dear Mr. McDermet: After reviewing your letter of July 2, 1993 as well the plans submitted with said letter, I requested an evaluation of the above referenced property from the City Assessor. The value was placed at One Hundred Sixty Five Thousand dollars ($165,000) dollars, twenty five percent (25%) of this figure comes to Forty One Thousand Two Hundred Fifty dollars ($41,250) . The estimate cost that you submitted for the proposed renovations was Forty Two Thousand Five Hundred dollars ($42,500) which is above twenty five percent (25%) of the assessed value of the property. Under the Architectural Barrier Board (ABB) Part A, Section 3.3. if any renovations in excess of twenty five percent (25%) of the assessed value of the property are being done, you are required to conform to our requests and make the Church fully handicap accessible, for example, the new door from Ashe St. , handicap bathroom (5' radius) . This office is therefore denying your request for a building permit based on the facts mentioned above. Sincerely, Leo E. Tremblay Inspector of Buildings LET:bms cc: Councillor Harvey, Ward 2 Certified Mail #P 091 156 286 \211brdg\ STALEY McDERMET ASSOCIATES -g'TID I NI C, D 6 PT PRESERVATION&RESTORATION ARCHITECTURE 175 ESSEX STREET 0 SALEM,MASSACHUSETTS 01970 JL 1 Pil 93 608)745-4969 RECEIVED eD CITY OF July 2, 1993 Mr. Leo Tremblay Building Inspector Building Permit Application City of Salem Parish House Alterations One Salem Green First Universalist-Church Salem, MA 01970 211 Bridge Streetl --------�! Dear Mr. Tremblay: Thank you for taking the time to review the above project prior to the filing for a building permit. You have raised some questions, and the members of the church have requested that I respond. Having reviewed the previous and proposed uses for the area to be altered, it is my conclusion that the work falls under the provisions of Article 32 of the State Build- ing Code, Alteration of Existing Buildings. The uses of the area to be altered have been reviewed with the members of the church, and they have verified and are prepared, if you request, to sign an affidavit that the present and proposed uses are presently and will continue to be a church office, nursery, fellowship room, and classroom/ meeting room, all religious uses (Use Group A-4) . Since there will be no change in use, the alterations fall under Section 3203.0, Requirements For Continuation of the Same Use Group. Under that section, paragraph 3203.4, Alterations and repairs, states that: "Alterations or repairs to existing buildings . . . which maintain or improve the performance of the building may be made with the same or like materials. Full compliance to the provisions of Section 3203.0 is not required unless there is a change in use . In response to the changes that you requested following your review of the plans, I would submit the following: 1. You requested two-hour wall surfaces (2 layers Fire Code gypsum board each side) between the Common Area and Classrooms. The present walls are plaster on (probably) wood lath on wood studs, which have no fire rating. Section 3203.4 requires only that the new walls maintain the present walls ' performance, and my opinion is that a non-rated gypsum board wall would equal a plaster wall. However, to upgrade this wall to one-hour wall surfaces (1 layer FC gypsum board each side) is a more certain method of insuring that the new walls equal the old walls, and would be a reasonable adjustment. Two-hour wall surfaces would exceed the require- ments for new construction. If this were new construction no fire separation would be required at this wall; the Code allows egress through adjoining spaces (807.2.1) . Even if the adjoining space was considered a corridor (exitway access) , the Code would only require a one-hour wall for new construction (Table 401, #4) . As a practical matter, and to insure compliance with the above suggestion, I pro- pose that all new gypsum board installed on the job (not just the above wall) be Fire Code. Parish House Alterations Building Permit Application First Universalist Church July 2, 1993/Page 2 2. You requested one-hour wall surfaces (1 layer FC gypsum board each side) between each Classroom. While the Code (for new construction) does not require any fire separation between rooms (Table 401. 4f8) , if PC gypsum board is used throughout the job, the question is moot: one-hour wall surfaces will be provided. 3. You requested two layers of PC gypsum board on the underside of the southeast stair. No work was called for in this area as it is outside the scope of work. However, it is a good suggestion and will be incorporated in the work. 4. You requested a fully handicapped-accessible entrance and fully- handicapped-acces- sible toilet room. You originally requested this work on the alternative bases that the cost of the work would exceed $50,000, or, that all work within the 24 month period specified in the code would exceed $50,000. (Rules and Regulations of the Architectural Access Board, Section 3.3.A.2.) The accepted bid for the work is $42,500, less than the $50,000 limit. With respect to the 24 month period, the Salem Fire Department' s approval for the new kitchen duct and hood (the major por- tion of the kitchen alterations) was received in April, 1991, 26 months ago. The members of the church have stated that only minor finishing work was completed after that date . Therefore, since these alterations are the only work that falls within the 24 month period, and since the cost of these alterations is only $42,500, the requirement for a fully handicapped-accessible entrance and fully handicapped-accessible toilet room does not apply. Despite the fact that the above handicapped accessibility provisions do not apply, as a practical matter and in an effort to comply- with the intent of the regula- tions, wheelchair access has been provided, and of course all work being performed complies. However, given the fact that the exterior door presently allows wheel- chair access (realizing that assistance is sometimes required to open the second inactive door when necessary) , and given the fact that the present toilet room is a large room allowing wheelchair access (although it does not meet all the specific regulations) , the church feels that the additional expense and additional space necessary to comply with the above requirements is not worthwhile, especially given the only marginal improvements in accessibility- that would result . The Owners are therefore filing the enclosed Building Permit Application, with the changes that 1)211 gypsum board will be Fire Code. and 2) two layers will be installed under the stair, and respectfully request that a Building Permit be issued. I would be pleased to meet with you regarding your review of these plans and this application. Attorney Richard Stafford, counsel to the members of the church, is also available to meet with you at your convenience. Thank you for your time and consideration. Very truly yourl, ;5Ag ZSL�� Stale cDermet SM/sb Enc: Building Permit Application Three sets plans and specifications, dated May 6, 1993 Addendum dated August 10, 1993 �hd , Parish House Alterations The First Universalist Society in Salem The accompanying plans and specifications dated May 6, 1993 are modified as follows: 1. All gypsum board shall be Fire Code. 2. The ceiling of the closet under the stair to Bolles Hall shall be covered with two layers gypsum board. This does not have to be veneer plaster, but must be finished and painted. 3. The carpeting allowance(Section 01021, Paragraph 1.02.A.1)is changed from $151SY to$8.251SY. 4. The existing north wall of the Existing Toilet will be removed for a width of 6'-0" and a new wall will be constructed to provide a clear inside dimension of T-6" (or less if possible under the AAB Rules) in the north-south direction. The space created by this new wall will have a clear dimension of 6'-0" in the east-west direction. 5. Doors 10 and 11 will exchange locations. Door 11 will become the Existing Toilet door, and will be hinged on the west side,swinging into the Existing Toilet(Right Hand door). Door 10 will become the east door into the Nursery,will be hinged on the south side, and will swing into the Nursery(Left Hand door). The enclosed addendum to the building permit application filed by the First Universalist Church is submitted to voluntarily undertake additional work requested by the City of Salem Building Inspector relative to handicap accessibility in the area in which the work is to be completed. In the event that additional work is required in the future based upon the assessed value referenced in your letter dated July 14 , 1993 of $165, 000 .00 , the Church reserves its right to contest the assessed value. This revised application is limited to the work requested in your July 14 , 1993 letter. The Church requests that the work on the Ashe Street door be completed within one year to enable the Church to obtain necessary governmental approvals and to raise the additional funds necessary to complete this additional work. RESERVA/RWS f — _ GENERAL NOTES 1 . The general contractor shall coordinate all work with the owner. This includes drawings and any work done by others before starting any work. 2 . The continuous 10x9 beam over the sanctuary columns shall j be fully shored as indicated on the details before any other work is begun. All shores should be constantly checked for tightness and installed in such a manner that / they cannot fall if they become loose. 3 . The contractor shall provide all necessary walkways and i � platforms required to safely and completely install the framing as shown on this drawing. r 4 . All hanger assemblies shall be tightened; with care and Ell not drawn up on existing wood members excessively. 4 SOLIq WOOT> SPACE_125 LL i',UTT SPLICE 5 . The engineer should be consulted whenever any questionable.. situationbecomes evident. CRANE ILI 6. Structural tubular steel ITS) shall be welded and/or seamless !, - l l I�IUSTAII hoST HIS •61DE a1JL III carbon steel structural tubing, cold-formed ASTM A500 or hot-formed -5A ME S S AA AT • I I I I. $Q i.Eo A1.IGER REQ'D. IO I I I i Q•13/4x[C.i M-L' ASTM A501. I II O \ I 7 . Submit shop drawings of all structural-steel . assemhlies_to the I engineer for review before fabrication and erection. (I I EXIST'G GEIL3JD15TS I I CAPklOx3/3x1'•4 e4= /B I T5 8x 11 � T3 SX4X 4 " /8 Metal fasteners for wood members shall be as manufactured by the «A sluc.�E N.nrJCE� A�sENe,��+ I �PLIC� t�If�AT 1NESE TWO ExIST'G,SPutES_' SPLICE I I I i 8 • Simpson Co. , "Strong Tie" or equal approved by the engineer. NACDWOOD FLAT 5"im I I F3 6 9�t3/4rp g �, �. g The steel hanger assemblies shall be fabricated J from ASTM A36 steel and shall be painted one coat of metal primer after fabrication. 2L NAIIGEe �155';S � I E1C[ST'G IDK9 fZEC?U12EA snt,Ee Li 10 . Welding shall conform to American Welding ' A 47 Society Code AWS D1 . 1-87 . Welding operator shall be AWS certified in Structural welding. I C) Idle; ! FRAME U0 II v _�_ j 11 . Lag screws and, long bolts shall meet ASTM - = — A307 and ANSI B1 . 1-74 . Metric sizes are not I� 7 to be used. 6I .oJEw EI-IEW Jc @rcI T Fos EK19T11.IC,po.O- The holes for the La Screws shall be carefully SL)PPbt1T of N,ICC.b- LAM ENDS DOLS. d4 � � 8 12 . 5 Y W kTIA A N41"V"Ut1 gEAcluc LF_NGTH and accurately bored. The Lag Screws shall be O r' AT LEAs+ L " turned into the holes with a socket wrench to a snug position. Do not over tighten thus des troying the wood surface at the threads . 1�G E ST 2 E�T Driving the Lag Screws into the holes with a hnnmler is prohibited. i I r1_ � f� OF T_X1ST1I,,.IG ROOF S ECT10NQ SCALE : '/I r, = I'- O 'SCALE, 3/¢., ; 1,- CD t I JUL l 2 05 SPI ° C C>cIST'c 2ooF CI ! eD d CITY (40TF- : WIJ E2E L[EW PoST• ILI TE(LFEIZES N.IITIi CEILItiIG JDIST, CUT OFF Jo1ST To C-LFAe- POST AK1D iQ%TALL wevi IotsTS AT EITMEe- s1oF_ of posT. I �I ExIST'G TINt3Ee GOOF F2F,t-1E5 ---- - Locv- WASMEtL / n I /Qjx4xllrz FLAT RLIA-P- _.. F3uTT SPLICE OF M-L AT � Post A',SEN16L-, {5/j`WELOED STITCM SOLID WOOD OPi.CERS 1 EA. ENO GUT F1ZoM Co e l0 I LLS rjx 31�trV/Z � �— Q STIFF 1J2h STIFFNQ — / GL[T bl`F pl' GONAL 34 ICO MICQO-LAt{ I I 4 13/4L0KC, b0LT 4 . I3/axl(o / 4 1 / X I _ � MICRo•LAMS I MICRO• LAMS SrLACF_ AND QE• NA[L S 4 EA SIDE C* / � i /FE 1 I I + . To VA-L W/ METAL PDbT 1 �• 2 Z I I i I`•. ` �'• F4ANGE�S 1_ II/4 LONG F�oLT a p GAP [� I� x3/ < 1'- I \' EXISTG,' GEILIKG dolSTS I SOLID WooD 5PACEL EI��OF�trfi / 0T I F F� v7 \ � V 4 Q g+ W O 1 5 J >< D` i \ 2 • E/ • Co LAG'S o OBRSIOIt w �- /g 4" LAG 5 /S �. I I " \ T'-- 8 ON y I. p`I o ES1tICiilI1K -r — y II ZS 4uax1�2 Et' I C? d iS 8xSK3/5C>oST Ol 11-41 I L1i1 i -L ` -- l"� b.IELpED HEADLESS l3olT I 1,J =' � 2 - '5/E>4 " 4 LAG S\_..._ _ - II I � 'IiI`I � \ ,I J F' I I � \, '�/Olt►t� EK[�,T'G lOK9 P�EAM \ BENT 3A[z 4K 3/8 _ v L�vEM 05 ASA3o4vE iTo i 1= M - ExIST'a - - •Qx '�/� PSE IJT gA2 6NCE DILE PROJECT NO. \ Ic.32-88 II NOTE: Q�fty VE ALL STE.E.L A>,CL__E_ _, sTRUCTURL� L DETAILS SAS N1oTE4 l..-II}I— / 1 _� EXISTIG Couor) 1.�.loo(j j 'DIAGoiJAL EXISTI/.1 CJ P,,�'aCItJ C_, DATE COL UNI IJ AFT EJ?_ 10 >'c �j r,JEx W, IS F ULL`; rj �l3 'SS • I 1\ 5 707,Z' Eb L'EPA 12S TbS✓'oor- STR.UL"tu '{�E- F2ol�( uNDEesIDr To >31SIr ,T, DR"04 BY F K CHECKED BY _ I ; SECTION C -C FIRST Ut�11V �R5.!�LJST SOCIETY I FL OO Z �T nOlLl Taj APP �0�. 211 fSQIDGE •STRLE-T SALEI [ NASSACHUSETZS SECTION C- - FD I 1 ,1^ 1 SGALE NCa0 I 1 ` _ O/r- { UK3L ESS C -C- AEW -SL DRA'MNG NU. SGALE 3/4 ` I '�" THIS Dlt^Eh151oN VARIAPd roc_ F_AcH D12FGTEf> 13 . THE EIlGI�1>=E2, co�ur >J soca; v �. couT�ACTo� I �lincuilrnticrilt , �Itt. a-=MOVE. ONL-` AF IEZ t,1E-k2 5H^LL AcCUfLATEL- 1HEI-1 AT (FORMERLY KEN DENNISON,ASSOC,) Iti1STAEl 11, AEOVE. IS COHPLE,TE'D. 6F_G1 tNING OF P20dE-G7 AND 1?EPoC-T" STRUCTURAL ENGINEERS S - 1 TO THE EUGI.UEEL. 148Parl< St. ' - N0. READING, MA 01864 OF—L EHT" TO R fiA. NQfA L_Q 1. N 1ZA�SE E STI N� P,ta.._ ',,et~✓'_ � � �.f=MOv� ALl_ EICPOSch �NL„J1T �- UNC C- WIN CC W E. }.%,,qu-.T f,KAC`,ILYS Or{ CONWrr }lEw FLUX- XRY ._.-.,.. _ ._..._ - _-.-- -51cF: t,�'Ar1iWEic ' rJ. �!"• -•�. - i � p 1 l1p, - tr 14 Ew �Ea/IDE Q4M. f "11 iFIE �F CFy puGcT'Itll �rryEEAF! AJF1 c4 rpt{ / IREQ r�J / �-KT i j E:1—A , i ?HESE SH'J`- QFF GAS t✓6f<v l� CF LE l j �/ / `rI;ErA c4 A A Q I NE,v,:S'JPP Y p�LnN;a k 0.4 / ,.,' �. �-NEVy �NAI,uS �G'V+,TI (5 erR I CcuNwEC` NEW MAY r'F AF%i-LlJHD. �S � - �� .��.pli !_Y SU'%F•:.Y �Jc.TS NTN W1C,G LINA Cif<I� S. QC.TiILE t^: � rl !N!a [aM�P6C5 SJPP.aES 7' C�TJtr�S_�4FN:"! J_Tz 'JPP.,Y V- Fc E TGf Ur- ow F _ o � - --- --- -.-. �— : PJt-tvA� - - �------ - - '--- - -- — ----- — - - - __� �3 jF1EP-MOSTA•r � UNIT c tiP GAF *J�'UG. _ � J -- - - i EEL'Y_A"[>' " FL. 1d'JC-SECS: �' i I iN I �RE . 1t i �� , AMEe, STRrtOr R0; } I � ta ( 1 I C�E:',>_:Yr� la"w l'i' p ' � I �. r % j i I � �, > NfALL NJNU 0321 O£O !` <, j `" ' " w : � , . 1 f ..� , 1�frlll��C�1M taj"r 'G� �x i i —..�' .' L___ -•�_ .. -f I `-- -- I �..�. , FRU.. -rr; l-C �E 'LF l_'tJh. . . � i. 1' S ! i �N.�T ra txl � 1br.Cmvices �. r ('.�1..Fd•i-"N;a '�. � � � �'JtJvr v f} T l.ii'1. ._- 1 �`1 - Gfl^.^.'r-r� TD - �L! p E:2 • ! \ ,� ✓aMFFl=P.L Ah 1r1a it F ..^ _ wr �tC Gr1 �Ar1� ' �)ff ��G E — y L'iETri ll 9 ." " ,1� HEV I, _ L.\„J N - A o A �Ik.TW Gtr `"#!!�'•,t 1 , ; n trr i ," , F�.LIXA:� rJ Gf+cam r' _ :�:rc N ';(SEC ,, ( � ° (QTR) , q 2�'Yt�llc�*F� ,• • _ I _ Ir- At.-r�2 is REMGvEf \ eox 4 E el vasa . . ul.a:•er • 'SEi-Y Fl"XTJRE5 z s a,crrP-K•a> IN�++L - 07 �n�(� '1'b U7h{"1•L".V� F(lCCJ�-G',, LhE'�'C.�'U „r3" - --_ ___ __ __. r ._ . • - Wot`x IN . ... - ! �•�' l!.'. LAG �Q� Ll i1raC;Fc- e;AsF P�IV, ; ' \ r P-5 LOW P.A, PULL Sof CrI• IV ,i u RK G 8 �g'z;T!`i,'; >r:•7E ' 3sK*r - — — - NEW r; [li>..(�Cc t.1 C. Y �F n..ny i' �w i.`;y7 Fro�C!'� . - . V`a.('i it n e-I_:"y' ', :�K'li•S ' ,:',11 - - Isll�-Y-1 J)I-i"L iJ F-•_Tf,n1r.,: - �',' 7`',F+ C�."`r1a,-.-t� r5 'l11 r11f Pi"r �rrf }4:.'. - C`. .. 1<..._ Fnr *'.;n t•: v YS'.::1'.', ,_ REV. .. •• _ '- E (Y icv z �rz REoAkCN STING, LUI) �I�IG, ELECTRICAL DATE: MA . � �' ci i.. ,, o t f T .. :. -t. ,. .. , .: , . i� ., .r- � .:- 1.o-. .,.: . ,,, ...Y-.,,. a �C ,''v I✓TL. .. {;�,��,�,., � ZL(.:`. V\4�.0�'r . r(� . .i,;tl , ...e . . :_ ., nc.... . .4. _r. �.- ., ., - ! (.� .. :.:•�� w •'�y f DRAWING r ,.:'�;,- •:: , .. . . ., ,._ '., Y •,: , .,; ,T �"� �.",,•� PARISH HOUSE ALTERAT.IONS FIRST UNIVERSALIST CHURCH NG N0. rt fv" .ti , !: .+:...n, :r �.i. !G' 1 �:�F Yr 4:4-.r.k:. ..1> f• ! •, c:_ 5 Yr�pl ✓ . . 211 Bridge Street Salem, Massachusetts r r'r cls, �i' 4 STALEY McDERMET ASSOCIATE$ ' E44NO o i7: Essex Street Salem, Massachusetts O1970 (50II 745-4969 - r a.'. .._. ft R SCALE : 4 — 1 -0 J 93 1 i OB NUMBER. 5 • __p"1'FS 6LrcTr`tC� R.AI`.E. •pL.OvL' 7N15 ARBA � LA'TEt=S S�"Fr.-1._ft F4'TT'! at , .... � .• r'le P_Mavo cN 2xa I(o") •ta iiz'I 1. Visit Lind ins^>ct exictinm buildirrJ 'c ,nditions pri_+r to svtxlitting e bid for the Bf- p ENT124 FL00a LEVEL. 2EYEL ele^t.^icz i work. S V!ITCH - SII` E POLE: 3'-7r AFF, SYLVANiA PI^ KLIK C'7117 SSvITC-S Etx-E OF EXISTING. ELIXG06. G MM,= 2. Furnish in^tall all Ir ; , y v T rA r h r t rr c y t r s ,, rerxiii-cd to S3 S`VITC-I - 3 V!. .Y: 3'-10" AFF TRL�SHOLO, IK ANY, IF CAW EY-6 IN- • _. mi1tA>. ial., end P •Yarn„ Re*r_Ssx end/or STR•.A.. Fu 41 vc-e5Fiow WIiN 43EUE�Ev pre id• cci.pli__ .syNte^_.. to the a-isfa.Mtion of th_. Owne: and alT au tom, itieS hevin? S R4ECSTA7 SWITO4 - StP^tE PC,.E: SILV.tyi.4 POST-Cil P t" t e' '- Or �7c 1 EJC�E• jurisdiction. :>yParante'e all *I-k in writing for a. ce-ied+ of cnF: year frc.., the dnt.e of � r. .err r) rc er, lJ FLU Ofl7SCE,,, CE BLIP..,, LIC14T, surf,^,n m5untpd, Fiyture Type. A: f ina r."coptzrtc ,, of the res 1 by the t?h. W.rcj- bdd: Ff1-12 OCT-F RS ET w rr 3 ,t 3. (7btaln all reamed pArmits, 'arrartge for ail insosctitms rind tc•=ts by all cuthr_rtties,' Y f -C with two FO.. / 1 1 s.' and pa all associated fe^, and Cha, a.. A,, Ccnctusion a: the wcr'k, furnish the 01•. © IPrn,P�rrKttT CCILitr LiGFTT, Fixture Typ^ B. Ptraell 's Inc. , e . _ r � .�, r nn• + r n " .r nor". with ore Crory of e. Certificate of lnnpectjm frau esdt authority havinti jurisdiction_ (415) 332-4^-33, The Lucl:y Sale..�in No, 303, with cna,•fiake set.dr,n — LIMIT � W� , 1!!- 1 4. All work shall Gmpiy with all current arplicable codes, rules, re2-iirticns, and re- No. 226, stand^rd height (42"), rtnne rd finish (polis"d brzss) criirmFnts, including but not limited to those of the Miss chusetts Elec:tric.al Code, with three AO wstt cnnd^le5ra tars. t } ;; r _ t. State Fuildi, 3 Co.e, en_i local Electric2:1 and Fire 1Deptrtmfnts. C tPlw'.P^E f tR Cc:1L1At^ ICl r,�n " �f.___— P ... the P1.°,Sc 3r4t•,c l c r r n r� ti C GLtAC. Q s L fi, FTxt.Lrce Type C: Conant Cltstrxn E, ..,., !n•_„ - P v>=Fsl Ct�`INa _t'. .. 5. All nfltcw iais shill be ne.r and shall bear a U ' label rfnere epnrcpriate. (t02 (53-4482 ItP6 with rGr:I shall, 5" � 'r + s/.., .r.,•,,,. NSW WALL ) 3 h T_,h , poT I",,,.d P. , _.> D , tlEw SUPPUY _ uFaN ruPrYJ' P�` "x 6. Smciel m'`erials,' fittings, and accersaries that my be required by aathxities finish, with on^ 15 watt 1 M.P. j gold electrical practice dictates, shail 'be furnished and r r ' ' O _ \ bay 'urisdictinn or that u�t v ' ' R.Erh'4- .HAF•I w TG cj i'I - uv F1.1. ..EX f:,.a A,CLE „YLVANiA C>2OUP;DIP F2LCEFTtd-.FS STA!">b^.0 s b`)PPLY RAIDER 7V yl instalted. t T. All recertecies �itch-ns and their r+ver lat..es shall be Vfhite ivory, or bror;-1 at - IN^TAL.L COPF"lt_FD 1N CYP ft 6CAP7 Y!"!LS NSW FLIXJL LEJEL- �_ , P e- - MUCH FE-f !T 01 EX I S •n r � S N F^.1 I; ./F the Own—'s 1. Calors of all device . rtruat be nv<d b th_ P ._r m the• '?I,la f _CEPTA' vE. I ' M c � r e p r" - , - `p' y f rN_ EX I ST I I,; I N STAT-L AT l(" AFF TYP I CAL FYCT--PT Lj Architect before "ordnrirrg r � , - 8. Pi1rk lormtims of all elee:trical enpnrr._tus (rwitches receptacleS, light fixture,, 1,S NOT70 "ITP" - PTZCEFTACL.E LOCATION EC 1ST 1 f r3 TO RT? A 1 f: (P,"_'W *2 W NOCAizs EAf..t+ 4•o tFaC a;, e Fr?s s, p?ratus F; dete^ters, etc. ) for 0�-1er's and Arctlitect's e proval t: fo, Wr�1I4EECE0TCO(iPa:N@t;. QS£' p0JfN eF4_ Wn ',sI r t.e irning in>t^ 11^tion. . . bTLRIALS AS R?O'D) * V•7,1' EXTI'-o" GLAarS re-e; GpSS�ooM PAMC 5NJ5 g. Size nMwwirin9 end circuiting ar re »rired h ap�liC.+�yte c ds end *:-1 prcctice. TELEPH7.IF RECCPTACLE MATCH RECEPTACLE H 10-17, LF^" OTfiF c..c_ NO E Providr additional circuit breakers and panels as nccensay. Existing fused circ+aits TELEPiiry11: rrCCFTACLE - y,IALL PC)t!_ FE•✓F-T'ACLE (ETR) r ALLlr=W5 70 V,AU-1. t. my be. reeiTed. Provi&, a circuit wirine3 diagrFrr frr the Architect's arlproval before Q TH F"i7ST:.T - EXtSTIPti TO CE PELOC.aTED Ni FIC EAiLS d OI I b-q'irininq work. WITl E5 059- A3 �_I 10. . S'uhnit four (4) rnies of all electrical r tcrials for enr•rnval of the rrchitec (ETR) EXICTIP41 ITEM To 1701�.Itl IN PLACE * 2£ACXE II_ U,.EA t vl NiC before o-dorina, F, P.tc•1UvEEN P.�11LS W". tJI (NIC) ) PXTT IN MNTPACT V l.0 Nr �4� ?) J - 1Lto o 11. . AlAll expnsed wiring 0,911 h- rcr-J1•Prj find replaced with CrirY'f7Zled wiring, end nny C 4 , � - G s SL:rfz*ce-rrxar;}ed w r ,n; pp^ratus re-uS_d will a recessee- ti sit AFF A1OF FINISH FLOC`,. ., All ekancnn d vi.st..,le $7_ r ( 1 t •' �. r F r r a a ME C""TECTL " - EX i ST I W To R:;t",i N,.OR TO e E RELOCATED AS SH:1,'"l �,F� d _31'C d- z cellinn r_nd w� l Pirc ,.ricr,i alnp¢,n,un ,hall be rert�ved and th , surfacr-, pate.,,._ to . -nJ C) Q ctIt2 tmtrh the adja'-ent. FIP6 A.LA.RM tIOPN-S ,z. nc ,,.. tP S ' J � T^C._: ,,.in'LOC': S,:r I E 7001, FLUSH F!OLt"dTi-D. L•'XA 'i Jw 12. Ctltiirrl, pstchirtg, end pg}ming will be done by the Gtrler'al Oontrectc•r. Keen the C-sn- HEI(arf E LOCATION TO BE AFPR `.tTJ GY ARCHITECT _1N FIELD. / V �uv" eral Conte *•or ew� ire of the need fr all sach work in order to tn.sure m dolry in Che $ % Q Z J3 prcr7es._, of the w-,,rk. _ - fro i ax t4 , �' COMMGFI Af::.F.A ' C( ] TOILET PllXi I��I f - - GEILtt4(a /"IITCCTUrtL-t" W-S W LEVEL p LO;:ATE f.�ti-D . i! '. REMU;E EXISr,Na�A14'� O'r r r. � F•1� .'S•'ECtF1C hY:)TES: KFY - LXY�: (IS�SIC"lA.T1Qlw \� EXISTIu� EDGE GF E.Y.I$TING ISI LAP a , Glut r IN LcY4 Uxy:_ 3 Elm r✓ILE - U P?CTE li Rte". all iter; vnn;U inted with roll-un ikYirs, including tc>r „ m�:hani , r , . r. ,rrM nrR r OPENING MINE c �� O CIR i_. P .. LvJGf , F,,. .._, F ( P�SMI, O Fh:;N(: TJ Cf-MAIN JF ?:1 `INa oNIN reser= r FECIIA NEW Moll) UNTGJGNFL' , 10 PATO++ "� tilt __ and f..nei :n?. Pe.sto, e wall surfaces f• bsml covering serfacrs.. Ins*.ail; n WITS TILE: F' ,*w r rn c }-! .{5+� 'v: EY,I�T P!C' r'r+P.,r- c yr .M n.. . plctu, e mvuldlr>•7r, wain<cct ba -, e-�d b2,,._, tnt`7 side_ o: w�llls, all to m?;,Nr � � I . [X10';, . . F- C,A„it.-.:, 9 Mitt. (Fl M. FF'liV`t ,%� NEW ✓ C« U4£Naia adjacent. T e_ p J I -USED III FC.ACE RAS;JGE_ 1 NOTI= 1 ,14 �' WINV✓�`J - , - <. --�- - P 3T[ 2: R drove three axis• ir._+ wind w tl e carr to b^ re-u5wi at r+ I ^r i .�] ”, tirX.",30P!rIP151C GIF^r-. EXBrTIP"3 DCM- FF.yg ( toil . •. I. ti , i, L,. .cw+ A51n1C� N t- �,� kC+E. (FLOM 0 L i Lq c+ a^ sha,-land rar^rirem ;nstetl rK•.,- �:ble (ur triple if apace Giles;) 2x16 P. CASING TO EC PF-ILCED IN P:'Yl LCYATIM �� P� -I(rr�te su^rort at rest side. of D^x 2 e.n_,tw•-rd. PfUMFrm R THIN S1TrI: 1C Tie r7XIC49 t WITHIN. t i J 11ERi Cti td's 1 NEW LAV, {}SP'-I f P!Ff^" P^TfS: E G77I4JrE . Exif MIO DOOR NOT P.-Ct.11r`iVr,; S{'ECIriC C.'Ory WORK I W;LLIDM. : p 7CF lJ itrrn P-:d cr,. cti,n A. P;!'rr;n 211 nctru_ .t rl rent :;l?th.Tl tc rr-kin. 1 . 2, 3• rale M rq^n tf:, M ?912, 3•-0•. x 7'-0" x 1^3/4" !t q B. Al l nt,,w w:.l is will bn con-, I-ructed 0'' w-od fram ng with vcr?3er lr<_ter f 1nTTh. T-'r," C,-(;: - Sinale r e":' 6_i%c "0; t^ tr !ie ,rc . a-.T p ma .h t.._ extstinn c:�_ >. 3'-0•• y 7'-0" CO2PIDOk- WaLL MVS( finish and n-n-d trim (wairsc�t e_ , picture rirulding, La-e• And ark' o` t.:-t'1 ) an 9: Reuss.., swine of el,istirn rias {_i L1 r� S E ! 'r AYGtO the nnM wil is ir. e spar(- nt. st r tci: th•- f in ish r.nd trim on the eyistina w..3 Z! ir, ch;3 '0, !11 : F c- 1ec;ted d:rrs :U ' NEW rx nr n .,.�sc._, . : , ,.>:.tf ,ra r,vj� ler. der �? 1 J M C. Ir.,tall 3/8" pli�^cd undor,Ialyn�nt over 811 floor's (excti•r+.: the taiiFet a 'ri Ire tet ane, 13: Alt. r"-, Sir-le r•wa d.nr I^.�+:ctlinr eyirtir•+. d�-rs, -0" x 7•-0" FEL l, 4 J ' 1tI (� GJM r RE11OvE rAINT _ _ _ _ ,S).� N GMEAV' _ � L-A'`� _ - ..-. _. _ __ ._ - - ._ _ ._ ". _.�, 2nd floors Of the, FOYC`c ) , wt?,tC4' aT•? 2,i l t4 reCf+i Ve will-to-w--ill c:8^prt.tn - T tM walls CYl iIr^S Jnii W,x,+xa k 3 rm rt rn1 -.r v i ; FT A' S' ; 2 tl`•1Ck aw"i ^ 1'^1t• ryM r`„ -4 cc _l- TN 5E ThG.E_ f m! D. All exisain� ?oz ) . - � O WAIL` T{ 'ICAC WA1�51. - p ' (w, t c:., lrtl r,.� r .ra, ( 1, dOr t ,1 , .nA ,- zo� WINOvWS >e — AIS " ` "t',"`-� TU (✓E INl_r'ALL,0i ON Tc1P OF t ?se, and err? other trim) will bn reti9ireet, A] I rFce.t, e-i wills Ped c> i Iinns pre t:; ur - ciFEAG - -, ) %.r `i = 3'- lu !) NE Ni LArFcT ms',;ch the 8d,j?C£ft in tpYt!1 f. 2 i finish, end w73r „7 rh 11 ) ! ^t:ch tfm, .3'x.7^.^.0"t. C(' IP . (:i;_:�i tP ^ rrlSt lnO C: .S iris E. A': i exrosed wine,✓ :'`gall be reef -ved 2^Ci renla-nid with cnncelled •w .rYM, nr,d Any surface-mcxrr:ti*j wiring rt n-atu rF u,ed will ha re f.ssed. A1l pi,..,+ xv i vtnlh]e kElOCA7F_ ,l o ceiling and wall electrical a,nparintus shell be+ r�vc d. Ali disturbed Fu•-faces sh-m? l I _ be patched to rr.tc.1the Adjacent. ent. s -� r--I r �' REMCTE GCaLI F. P �lottrat on a^d p.aintina (spot priming and tyo coats finish). REMOJF S - y -i > ET-11 ; FILL OPENINu PLL OvENIN;9> � L � $ M.`O K bC7 ItKXJ,P`':D: o' A. The kitchen or IFP closet= off the Fellaanaip Rase . - pncvlFl w�� ro I I i GPEAT� (XrCGN CYrz l I OFFICE ;ALTS > I B, The rntry or rea- ;;tnirs up to Rides till . [�{ CUTTING r 1 1 " LYi1 3U I C. ihp toilet ror, off the, FoyW^. LLGATi GGt�r EE OW UP ki PANE >r.l D. 17.a stairs dct,%n to tha bpq!r ,,nt cff tha Foyer, El 4F JF EXI£TI� P'G-.",'VILC MOL'Tl E I�.AL 5%TUVE5 41h'.,) I I '( r t� v � the. s!acand flag h•_ilwSy : rr, (Parish t , r - TU Not,v I+AIv>: , I I t ALTFRPbA7T Mr. 1 M"Dr1K TO B_ _k C,. ,_D (t a. i,.,l t rrF. Frye n":.:1 it 4;o the seccrd fl-or, TOLE IT4U_ a,n,d LLVIJ HALF c A. P�nava) #,Fid refsair of drfe,tive p2int cr pla:>ter en w l is end cel ling:., tc much _ �V GLS L vq/ U1 kM+ I 3 (pLT52� c+ icrin°1 texture. ': _ F:CT G:+v NFC"T`-_:+• B. RenI d.K fi L� - �E ' - - - E - E — RCG".'f'!Yt of misa ing plaster 1n •%a!'Ond fl^O+' CPliln�j, Bed rh'F+Z'Ir Irl^.tr'_ !'f /E ` Cl^-rkfd 100n,x Or d"t�," tV` `e c r !'enrvt+l of a;epi ted p?ywr�; ...:.eel lrtg and related �tteriels . i' P,. R+tlocatia , 'of wall h;ndrnil m stair. —� E, Replace t. of wa`nsrnt L.anri mlul1irKj and other mirex- esrple,ntry repairs. - — -- - - ---- F. rreraratinn e,-Id . -truing. p d. Relccet.ion of set of three light sw?tchen atnve ta&board on w!*Ft will tc. b*...le,r `ire \ L1FnIr o aLT 1 F ol'ER (ALT 1) 5 alarm r,Al1 station et e.{t^ ter r'r s. LIMIT• GF WO2Y=L ' ICES .,E GNQ FLC'>:>I� OF FG Efi., J:. P_ `:.. - Iv'EVF �. . r A F ti0, 2 Y� T Fr r rC {) fi l' :I �lJt N c+ COrnEr Lf f P Tui: {=J F'L(ra :, T1}tnA�LV� L r . __ -__- rE d ^ FLCVL ) PCB NC,1 IN TSIF_ AC1A�1hl T AL;, A.^Ir,, tali wal is to crea_e c`firti with a rev d:x+- to thA FoI r. PRo �� TUS �Ll Ji7 A(E� x1. (�P{\I♦ P. P C/i0,3 FIe ictl anri t 't hong CGjt',-t: ZIo-,A re,A' w7i r ^ ,,k 'ratc 11f'l t' ANY AC EAS DAMA(7Ep 1 UL 1Nr, ct�IS7LUGTrr�J. 1 t9` t.s end ,ret air: •`.A prestInt e•le_tr i` hc.'rr R Y i - -- ----- ---- L- CEA/53 — -- - – -- - APPROVED — C p 8a b,',xt to approval by any otbw IIS S �� ,\ ✓w !"- I ^ 1 �- 1 .-/ `-,.. V-., nJ 1lLEM j.L kSS.tion aC?71CrIt FM CFrS O'S5 FJ6W WAL L _ BY P �. l� �i 1` GEILItvL: hrh�N�• = II PWA&ARE APPROVED SOLELY FOR IDENTIFICATION OF TYPE AND LOCATin}1 OF FIRE FROTECTAOM DEVICES. ALL FIFE PROTECT70:I DEVICES ARE 5UBIECT YO A FIRALTESTA1140 ItiSPECt10N,FOR COMPLETEDOMPLs` ANCE VITH THE FIRE CODE. • UsE f FZLjf' Aro : A5SEtAu.Y, s'cuc.IvUs r, •U GGcJPAr+ICY :ii+E.11V l.F ; cL.dssr�M 1 1T — - _ 3 1(o ktcAs wAC ('"'fl I I E C� I UAI,� REV. .L LH,.. DATE : MAY � 1993 C1�MMUN Ate, Si PARISH HOUSE ALTERATIONS - FIRST UNIVERSALIST CHURCH DRAWING NO. FEU.DV1&Il'7 ODM 82 211` Bridge Street Salem, Massachusetts fdU2 Ef�`( 21 ,�o '; OFF:GE 2 �s STALEY McDERMET ASSOCIATES �- srtxoFlF�sS 175 Essex Street Salem, Massachusetts 01970 (508) 745-4969 • gD CGN�TT-UG't•Ir�N �.KIS'f'ING �-� • INiP1Gi: T¢tM : GLASS III . C�LPc " 0� FF-1, A I SCALE : 1/4 ::r� JOB NUMBER: 9351 I tOOI R F♦A W1PN LC_RflUN — 1zAI5E EXIS�INV %2i U,- "f7 11�EPt AG`S fi1T New Pooc_ LXgEG. QEMOv� ALL EY905E.O (cml)JiT UNc�.— WINC� .tiv 8- �L^, Vcc A4PRC+�TJS O^t CANS7UtT FPp! FIpY 5 {YR� GST'; jV NEL' N • i .1, pE�N t�.Y"'vY �::� rh^;�.`^•I E _1w41r.1lt"TE � -y� \ cn rJrNxr �� A A Q !� � GC-ASSL�LOM �JrPPLY F�EC,>t`,'t*1 �j I � E?l.' •r(yc� �,k!U` OFF GAht.�fb =f{�`tt,i. Cry I / :�N/,�A?E F'(„M, ['A;•_p:>-t,_!ly% �}.,",v~rjS. ;-- / A A I r A CJ' O 1 _ ` J - NEN SUPFX fyJL W ;i 1 4 bN I ,Y DIA''-�CMA'"I�.A:.i,Y, pl_-iFl=Aln� aUA!'lxt•atll[ ,. ;� 5 NL'tJ �NALL.:� SNU,A.1 �E*u � ,- .. -[ .. ,,. l : ' _ ! ��`� 1Allin Vy1G,GLY I•..tN� ,. TO EXl�T1N C�fiILLES. PG'•J+/ICE — GGNV'��;- T}'IESE �v✓ I a � I' . , � � � ;SUPPLY StCb� \ . � •P; � �-lfnlD FL,GL'�- HEhT \�� .-�` � _ �___ ._ -- --- -- --- - - -- -- -- CON'j-fl4L`� E•-rR-• � H f {�-ELOC.AI- F:A�I�fN W,�INA RJ 1:1E12F_". Teri Ka%, - r�T 4 GEN ��'� :T'I N:i:t OM's i Utat T : +arc o. oGCs . . : I C<ELrY_.•^F.. ( �. FL05 tw_ �LEAY J3� F1 ' I - �RETt6N 5':;E i, \ EW LA\'flT0 f — Fffsy+;r 1 AM �, UF•ROi Cl� WALL 'NU G 0321. 02Ci \ - L S'hsLE•�AN;jLE ,. "• i i � , � .h GFI�rF � 5y U ' , d.JG•j�.^!�! t:- l t� C'IPI�,PAS C�u^ . � � F 1 /--s 111 1 P6e I \ J<�tFm N'T2 - VIAS 19 Q�LGx' 1 c — , I , `� '_-�R. h �I\ �' :- 4��/ �..�;'-•i 1 _-____ _ Via—.._ t.—.- -----_ —_ l � ' t - I I e, 1 1 I F ALT a cn £ l5 F LxI P77 RcMGVE EX ST4 • r I !r ew ; y�Sa fa RMGtt ERS �' 1 y \ Ira cn WtfF t 1 NU'°« OrY :.I�ct `.l1 - UWOEP. OASE, e'' . , • ." ., . �� au.. FIXTURE 0 (F'A-Tiis AGLCPrtf�Y1N;{AV,tt4F 9JJri �t� > I ; '[U CON"rC.r:. FIX`fJ�� J.'e>E�.cti✓.,,att - -- --_ _ - -- - -----1 I NC ELEL-(jLic.AL ____ WORac IN I,%� 0¢_ vto FI.:OCJC- , UraJFG- t3ASE 1'J1u, •, \ AL-tIE4': kTe 2tlo: q _91cm�+e0 4 gEtPu E.A. 91JU. S1 cN, ELIMINR c i"F' eN T ?IJJC Pt .�0`PA1a, `. ,• . ' - -- APP VE D j to approval by any Other -SCHICtA5 f✓) �.1 U �� r cr oto of SALEM,MASS. on. > � RK FUI2 � A� BUREAU ST ;� G, .a, 5 FL. E 1_ c C i �Z I C A: PIS V 1/40 PLgIZ ARE APPROVED SOLELY FOR IDENTIFICATYJN - ".( �.. ' ,,,.`. • 1 Its .-On Sr �E. l I TYPE AND LOCATI!1i'1 OF FIRE PRO TECLION.6EYICE3• � ALL FIR PPO7EC11071 DEVICES ARE S'JBIECY TOA FINALT�SY ANO;pSf•EOTIOtI,fOR G0�1PLETE COMPLF-, ,• :"ITH THE FIRE LADE. ANCE - J ' �` ,Y•:. •;r,-,,,5} ...:l,,n'V�,- Ev{M,��.inn- .rfro rcF1_-.J r f -:, .�. a . . - r , -. n.••i ^,. c" . ,}. n '. n r , t<. i. X,$ I! a �:1 C C... L�Y'�a...-✓ - - - .,. I1. .,t.,,.., L- U ,., ,iP,._'7 +. .:!":! of .}': �.. (}. ffiViuc. re,,( SY II':a E t r � _ REV. ,. ;_ zz�t ED AN \ NETI�1G PLU�IP�l�1G, ELECTi2lGAl� 4 ':=•. ° •C!1P:. , t ,.. j-,chi•,. }p;.f- ,. ,,,,.r,r ,� . .... _. :n M1 ,..-,,.. >n "..,, r+-..^. <.,•-' _ EA Cy ): _ DATE: MA �D L? . . _. T _ 't... :r<.. f., n. ,e ..l v..../, 1 +`,t, .a :r t i t � Y•r . ' : . ,, , ,� , . . . � �...J Gar h •1... a � '--��' , Y 9q3 ,, - 4. . . : -. DRAW ..... , c _.. -.) .._x -,,,,1I t:.. nr..� ,r. d; � - ING ,, ,�' 'PARISH HOUSE ALTERATIONS S - N0. „�, _: < :, ., r H F) U E . LTE AfiION FIRST UNIVERSALIST CHURCH .. �.,..., ,. ..... . :....1, .. . . •. 1 f,.+ , F ,}4'.� ♦. .',.^n 'M. o.: . - ,.. r- .. ,t c c. ,:_.•,. •.'� �>*<, - �, : 21I Bridge Street • Salem •Massa cfiu5ets a STALEY McDERMET ASSOCIATES �Q- � .I:,Ti h1 C� j .ham �I1� - : - 9 c �' M _ _ Fir MPs 17. Essex Street Salem, Massachusetts 01970 (508) 745-4969 T F MO .t ..v . 1. .. ..;, •. a.. :.: .- . . _ SCALE : . �4-_ . I . CJ JOB UMB R 9351 C.1'1'1' ( )I 1.\I ,i-:\1, F—i APPLICATION FOR PL:1N H r v',IINAI ION AND MAIMING PEAV8111, j ALL STRUCTURES EXCEPT / 4ND 2 FAMILY DWELLINGS � IRIPOR IAN'1';AVelicanis must Ona Clete all items an this ra-c SI"FE INFORMA C 9UAI&7 Location Name /✓7 Uh Building_-_.__ Property Address % !i -.. Map# i Located in: Conservation Area Y!N Historic district YiN__,__ Use Croups (check one) Residential(3 or more I;nits) IL_ Type of improvement Residential (hotel/motel RI _ (check one) Assembly (churches) AI New Building Assembly(nightclubs etc) A2_ Addition Assembly(restaurants, recreation) A3_ Alteration Business B Repair/Replacement—Noe, Educational E_ Demolition_ Factory (moderate hazard) FI _ 'dove%Relocate ------ Factory (low hazard) F2_ foundation Only., ------ High Hazard 11 Accessury Building_ Institutional (residential care) If _ Other(describe) Institutional(incapacitated) 12_ Institutional(restrained) 13 Mercantile 'Ni_ Storage(moderate hazard) S I _ Storage(low hazard) S2 O%S NRItsull' INI-ORNI:\'IION(Please t)pc ur//Print Clearly) f --� OWNFR Name V.A✓' a /Irr✓J4/[/�_S v✓t� Address 2// rr g,/y> Telephone Br;SC/Ri111 ION of%N Oil:'10 Be PER 10R%]ED j I vs IINIA I LD COYS'1'III.0 I ION COST i CONTRACTOR INFORNIA'I'ION Name Der✓ �t/ Address 4T <gwSa Telephone Construction Supervisor's Lic # O/rf�29 Home Improvement Contractor# Ai/if ARCHITECUENGINEER INFORMATION Name ,11,1 Address Telephone Mass. Registration # PERMIT FEE,CALCULATION Residential est. cost x $7/$1,000 + $5.00 = Commercial est. cost x $11/$1,000 + $5.00= COMMENTS The undersigned does hereby attest that all inforination stated above is trite to the best my knowledge under the penalties of perjury / Sivied Da �� N � `�� S- I � .� i �3s � � � �� ,� The Commonwealth of Massachusetts Depaztment of Public Safety Massachusetts State BuIlding Code(780 CMR) Building Permit ApplicaHon for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Onl ) Building Permit Number: Date Applied: i I-2,'1—i 3 Buiiding Officia SECTION 1:LOGITON(Please indicate Block#and Lot#for IocaHons for which a s�s not available) a,ll �ric{�r � fn�s�'7 �nii ��g�0 ii �(/N�v��3'�� C ��,rti No.and Street City/Town Zip Code Name of Building(if applicable) I, SECTION 2 PROPOSED WORK Edition of MA State Code used if New Construction check here 0 or check all that apply in the two rows below Existing Building 0� Repair Alteraflon ❑ Addition❑ Demoliflon � (Please fill out and submit Appendix 1) . Cliange of Use ❑ Change of Occupancy ❑ Other ❑ Specify: Are building plans and/or construcflon documents being supplied as pazt of this pernut applicafion? Yes ❑ No L� Is an Inde endent Structural En uieerin Peer Review re �e�� / / Yes ❑ No C3� Brief Description of Proposed Work �_ �n i r S /e/Y . ��7 t�l � �'4 A r vf SMo w c, v,c wt� � ' SECITON 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE 1N USE OR OCCUPANCY � Check here if an ExisHng Building InvesHgaHon and EvalvaHon is enclosed(See 780 CMR 34) O Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/SMries(include basement levels)&Area Per Floor(sq.ft.) Tofal Area(sq.R)and Total Height(ft) � SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1❑ A-2❑ IVightclub ❑ A-3 ❑ A-4❑ A-5❑ B: Business ❑ E: EducaHonal ❑ F: Facto F-1❑ F2❑ H: Hi Hazazd H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑ I: InstituHonal I-1❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: ResidenHal R-1❑ R-2❑ R-3❑ R11❑ S: Storage S1❑ S-2❑ U: Utility❑ Special Use O and please describe below: Special Use: SECTION 6:CONSTRUCCION T'1TE(Check as applicable) IAO IB ❑ IIA � IIB ❑ IIIA ❑ IIIB � N ❑ VA ❑ VBO SECITON 7:SITE INFORMAT'ION(refer to 780 CMR 111.0 for details on each item) Trench Permit: Debris Removal: Water Supply: Flood Zone InformaHore Sewage Disposal: ��e�ed Dis osal Site❑ Public❑ Check ff outside Flood Zone❑ Indicate municipal❑ A trench will not be p � required O or trench or specify: Private❑ or indentify Zone: or on site system❑ permit is enclosed❑ Rail[oad right-of-Way: Hazazds to Air Navigation: MA Historic Commission Review Process: Not Applicable O Ls Strvcture within airport approach area? Is their review completed? or Consent to Build enclosed❑ Yes� or No❑ Yes❑ No ❑ SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edibon of Code: Use Group(s): � Type of Construcflon: Occupant Load per Floor: Does the buIlding contain an Sprinkler System?: Special S6pulaflons: I O GO NTCL-Re�TO�L SECTION 9: PROPERTY OWNER AUTHORIZATION - Name and Address of Property/Owner /� �� /"/ /' �y !y L/(�U.v/V�r'J/r��//' ��v�G�j 3/I /✓rtcTYY U/` J4/lr7, / /A�� G�/ �O Name(Print) No.an/d Street City/Town . Zip Property Owner Contact Informadon: �E�`"7 �� t S: Q��_� !/3 Z - - TiUe Telephone No.(business) Telephone No. (cell) �mail address � If applicable,the properry owner hereby authorizes Name Street Address City/Town State Zip to act on the ro er ownels behalf,in all matters relative to work authorized b this buildin ermit a licaflon. SECITON 10:CONSTRUCI'ION CONTROL(Please fill out Appendix 2) buildin is less than 35,000 cu.R.of endosed s ace and or not under Construcflon Control ihen check here�and ski SecHon 10.1 10.1 Re 'stered Professional Res onsible for ConstrucHon Control Name(Registrant) Telephone No. e-mail address Registration Number � Street Address City/Town State Zip Discipline ExpirationDate� 10.2 General Contractor �ru r(J oNoi� �o /`'/ �o+v�r�G U�'y /�" L Company Name �/19/ ✓�� (�9�Z�L � . Name of Person Responsible for Construcfion License No. and Type ff Applicable �il �y..�rr.,,, �� L�i�/ /7g'�? O/�7d Street Address City/Town �/ State Zip �-�-Gi'Sk� �-� O�G .�-d�c��<a,.�j/n��/�y� ✓sviza,. �</C � Tele hone No. usiness Tele hone No. cell e-mail address � � SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT M.G.L,c.152§25C 6 A Workers Compensation Insurance Affidavit from the MA Departrnent of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit Is a si ed Affidavit submitted with this a licarion? Yes❑ No ❑ � SECTION 12:CONSTRUCTION COSTS AND PERMTT FEE Item � Estimated Costs:(iabor and Materials) Total Construction Cost(from Item 6)_$ � � 1.Building $ �U�i `� Building Permit Fee=Total Construction Cost x_(Insert here 2.Electrical $ appropriate municipal factor)_$ . 3.Plumbing $ 4.Mechanical (I-IVAC) $ Note:Minimum fee=$ (contact municipality) I 5.Mechanical Other S Enclose check payable ro 6.Total Cost $ G�3ff U (contact municipality)and write check number here � SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I heretiy attest under the pains and penalties of pery'ury that all of the informadon contained in this application is true and�accurate to the best of my knowledge and undershnding. �JsnM U/ u�itA, !n � Li dpiv/6�w� . �/a _ �4�f " d�'�'O �// 7�/.3 Please print and si � me - Tifle Telephone No. Date n, M. f- ��/!r�� /�✓✓/�'I o/9Yo Street Address � City/Town State Zip Municipal Inspectoc to fill out this section upon applicaHon approval: �l�Z7��3 ame Date . . . . . . . ....�<..�_._. ___ _.._'-_- __._•_'__-__ ..____. ---.. . . ..._'__ _ _.____ _ .__-_'__ _.-..._- _-.._. . . . . . . . _.-_-__ .-... .._'_' . . .. . . . . . � � � . . � . � . �� . . . . .._-'-"' .r_. __-""'__ _.__._.__ 11'-8"t NEW DORMER �� ASPHALT SHIMIGLES TO MATCH IXISTING � 30 LB ROOFIh�G PAPER EXISTING RIDGE BEAM �� 3/4" EXT. G;R4DE MEfAL JOIST HANGER � PLYWOOD SHEqTHING SEE NOTE i BUILDING ALUM. DRIP E_DGE NEW 2X8 WOOD RAFTER 16".C. �� ALL SIDES 7 iX TRIM BOAR�D A1 12 NEW 2X8 HEADER BOARD GENERAL NOTES: te1:781-603-4129 � , 1 1/2 � 1. PORTION OF EXISTING 2X8 ROOF� RAFTER TO REMAIN IN TACL a.kirousis@verizon.net II �--- FRAME NEW 2x10 HEADERS AT EACHI END. $ISTER IN NEW 1 - SIMPSON STRCONG TIE OR , ; 2x8 RAFfERS TO EXISTING AT RIDGE., UTILIZE JOIST HANGERS SIMILAR HURRRICANE CLIP EACH RAFTER i I I i � AND HURRICANE CLIPS AT EACH RAFTER AS SHOWN IN DEfAILS. 2X8 WOOD RA4F�ER 16" O.C. I _ �C FILL WITH UNFFACED BATf INSUlATION I �� i < 2: DEMO PORTION OF FLOOR TO AC�ESS FLOOR CAVIiY FOR ROUGN R E VI S I O N R=30 I i �� PLUMBING WORK. TIE IN NEW WASTE THRU fIRST FLOOR PARTITION NEW 2Xfr�IST i6i0.0 BEfWEEN KITCHEN AND BATHROOM APND DOWN INTO BASEMENT. DATE DESCRIPTION INT. 1 X FASCIA BOJARD I I �i �� TIE INTO EXISTING WASTE PIPE IN BAaSEMENL �PJOOD C�SiNG TO MATCH 2x6 DOUBLE 1TOP PLATE I �i� EX�FfNG. STAIN 3. PROVIDE 1/2" PLYWOOD SUBFL00)R AND 1/2° CEMENTITIOUS 5/8" GYPSUM I BRD. PNNT WITH I I �� EXISTING CEILING AND BOARD TO ACCEPT NEW CERAMIC FLC�OR TILE. ACRYLIC LATE)X PAINT WALLS AND CEILING. ' i � FRAMING TO REMAW i � i 4. BATHROOM VANIiY, TUB SURROUN[D, WALL MIRROR, WALL LIGHT, PAINT WILL AC;T AS VAPOR BARRIER I I � i 2'-3"t � i � NEW 2X4 STUD WALL � EXISTING ROOF T�0 REMAIN CEILING LIGHT/FAN, AND PLUMBING FIXTURE TO BE SELECTED BY OWNER. 1" EPS RIGID INSULATION R=4. ' i� i AND POCKEf DOOR � i 5. NEW EXTERIOR FINISHED SHALL MIATCH EXISTING EXTERIOR FINISHES 5 1/2" BA1T INSULATION R=17 I ' ' i� i� DEMO PORTION OF AS BEST AS POSSIBLE AND SHALL BPE APPROVED BY HOME OWNER - � EXISTING RAFTERS PRIOR TO INSTALL CONTINUOUS PAIR/MOISTURE BARRIER I ` �� SEE NOTE 3 FOR FLOOR SCOP . 6. ALL PLUMBING AND ELECTRICAL SfHALL 8E CONSTRUCTED IN ACCORDANCE SIDING TO MA7TCH EXISTING I I NEW MARBLE TO ALL LOCAL AND STATE BUILDING (CODES. I HRESHOLD � - - I i I 3/4" EXTERIOfR GRADE �� PLYWOOD SHFiATHING. i ` _i _ � � 2x6 WOOD ST�UDS 16" O.C. � _ � _ VAPOR BARRIER �� SECTION THRU ROOF 5/8" GYPSUM I BRD. i / ��/ 6 1/2,�=1�_�,� PLASTER & PFAINT � i i ME(AL FIASHIMlG � i PATCN ROOF SSHINGLE - � , � AS REQ'D � �� . SEE NOTE 1 - � � - � i I i i � � ----- --- � i i�l -- -----I , II' I -- ' i - — � i', � I % 6 � I i A1 I g�.g^ 34,_8„ � ENLARGE SECTION DETAILS EXISTING VENT TO REMAIN �_ � �� ' ` ; N G I CLIP TYP. I j _ 7 � 'I N HUR ICAN , 1 ll2'-1-0 � � � � � NEW CEILING LIGHT AND VENT � � � �\ �-;�� II I I � I � � ; ' � O I �I � ��— // � II � ' DE 0 EXI TING RAfTE SH N D�SHED i � - - - - - - � I j � � � � � � � ' � �� '�� ' � � I I I � I �I I� I I �� I i� � s`s„ DEMO WALL � � � � � � .� � �� ,/' � � I I I � I � � i � NEw� zxa �a�rER �s o.c. � I� �I =__ _ _ — � � � �� , I'i `� ! � � i i i i i i j; I � Ij '', i i � � i I � I I I I I � i � I I� � I � I DEMO FLOOR SEE NOTE 2 EXIST. VENT 'THRU ROOF � I� � � I I I I I � I i '� i � li I' � EQUAL EQUAL EXIST. ROOF I I I I� I „ II j I I I I I EXISI'NG 2 8 R OF F MING I 6° � C I i SEE 3 A1 FOR NEW WORK� � I I I � E ISif 2X I R00 fRA ING 1 O.�u I I I I I I � �� / � I . . . ° � � 8 . � . . � . . �, . . ,� . .. � � . � . . . . � .. � I . � � . I: . � � � � � � -.� I � . I i ' ...I . . . .I. � .�. � I � . . . . . . . 7 . . . . . � , 1 , M Ir � � I L '^ NEW DUPLEX J� � ' q ,, I �_ vJ NE4V SWITCH NEW 2X6 STIUD WALL � � I I I I I I I , , DEMO DRYWALL ON CLOSEf SIDE ONIY. � OUTLET � ; 'I I I I I I i I i � I TO ACCESS STUD CAVIiY. BEDROOM O 'J -- o NEW PREFORMED li i � I , , ; I I - - � SURFACES TO REMAIN UNDISTURBED � z �� ENCLO URE TUB � I � I I i N � JOIS HAN ER iP. I� II� I LL _ .� d I I � Q � � � � �� " - � N � � � I �� II � �I � �il � �� „I � I� I 'I � i I jI � � �a r �I � � OEMO WALL I � � � � I I _ � O � � � I I � � � �I � al i � � - - - - - - � �n 0 � �--- W � � � � � - � � � � i j I I�� li � � �� i %"� �� I' I� �I I � � � � : � N � � — � , , �� . li �� ; �.;� i�. i�', i i ' �i - . . � , . � � � I Z ' � I � �� _ -. �� '�. I c":��`. �) I� � li �i ( �' �� . - ` � �� . � I� ii i � ' � . � �. � � � 1�— � W . . � . � i I � �� I i � � �� , i� � i , �� li �A � ' i i � �� CENTER LINEi OF TOILE7 � � � io z � � � � � �I i I ��-� �� I� ��j � �� I � � �I'� il �� i � j � � � LJ � i I � I � (�% � r � � � � � � � � i I �I � � i� � �, , � � Q � I Z � � � NEW 4" WOOD BASE. STAIN � I� � � - --- � � i �/ � � � i �,I iI , I;; � � I , � � � � �z � � � i IXIST. CRAWL SPACE !I i' i U —4 I E LEVATION — — � � � i � I � Q 5 �� I �' „_ ,_ „ o � � � cn � ' 'I 1/2 1 0 NEW LIGHT AND MIRROR _ O TO BE SELECTED BY OWNER �o ,', W_ � ��I ' ' i _ I i � O Q - .A � I � � � I SISTER NEW 2X6 TO _ -�-- I I E ISTIN D R ERS ' � _ i ;— ir--' 'i I � � O ~ I ' , _—._ EzisT. zxa �ruos ,-- � � � i rl � _� I --- _ — � { � i ;- � _ � � Ljj ! Z � �, EXISTING FWIIISH WALL �� -v :i ' I � I = I , � � W UNDISTURBED). iYPICAL I I ' I � a � I SURfACE TO BE \ _ , � f-- ' _ 1 ' o -� _� NEW 6X6 CERAMIC TILE I - i I ; ` � � N � •• � � �o -� AT BOTH BE[DROOMS i =� � � I� � I � � � � I I � m � � (� � � �� I� � � �I � � � � I � i NEW QUAD ��, COLOR BY OWNER � � cFi our��r � � � �I i I �� (I �� I � i I; � i � �� ! � �� I � � ' � o � , �� 1�- , I � IXIST. BEDROOM � , jj ; ,, (' i �� li II I I,� � I I� i I I I � � O EXIST. BEDR00� _ I I I � i iI i, i. n I. li �'i � ,� � �I �� O � O � � J i w �; ' ' �' O �' : � � _ -� > ' � � NEW MARBLE THRESHOLD U W �:, / / \ NEW POCKET DOOR � \ � � � WITH 30" OPENING I Q � � w �� Z � I � � z � NEW TOILEf � 4 ELEVATION 3 ENLARGE NEW BATHROOM PLAN 2 ROOF FRAMING PLAN 1 SECOND FLOOR-DEMOLITION PLAN W � J „_ , , iiz„=1,_0„ iia,.=1,_0„ � 1/2 -1-0' : 1/4„=1�_�„ � NEW 4° VENT i ', � . _ � � � /�� NEW ROOF DORMER � � � � � � � �� -- � NE4V ROOF DORMER �� EXISTING iW0 STORY DWELLING � � � � � � � � � � � � �� ,; . � � � � � � � � NEW ROOF DORMER � � EXISTING NJO � _ � - �� ; EXISTING PNO STORY DWELLING STORY DWELLING / j � - i / � - \ EXISTING SINGLE STORY - ; -:_.- - j � " � � EXISTING SINGLE STORY _ EXISTING SINGLE STORY ENCLOSED PORCH / " - �" ENCLOSED PORCH ENCLOSED PORCH - - �"� � � ---- � ,\\`\ i \ / - �,\ � /� ❑ \ j � � � � � � � � - _ �� - � � � � � �� .' - - � � �, - � ^ j ��-- — �I� - �� = � � --' � �I—I — �' _ _ � -: � _ _ � � � � J �� - � � _ � - � � _ _ _ _ Project: , — 9 CHANDLER ROAD — — — _ _ _ — _ _--- — — — — — - — — — — — --- — BATHROOM ADDITION � � - i�� - - - - - ----- � Project Number. Scale: � 1-1 AK-13-0030 AS NOTED i Drawing Number: Date: 11-25-13 � O� SIDE (EAST) ELEVATION B REAR ORTH ELEVATION . A SIDE EST ELEVATION 1/4"=1'-0° 1/4"=1'-0" 1/4"=1'-0" � . . . . . . . � . .. �. . .. � . . . � ... . . . . .. . . . . � . .. �. . � . � .. . . � . . � �. � . � � . � � � . � . .. . . . � .. � . .. . . . . � . . . � . . . � . . . . .. � . � . . .. i