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323-353 HIGHLAND AVENUE - BUILDING JACKET 323-353 HIGHLAND ANTE. � Laversal, Wim. ► UMIS112 OP-2001-0004 Commonwealth of Massachusetts City of Salem BUILDING,ELECTRICAL&MECHANICAL PERMITS DEPARTMENT BUSINESS located at This is to Certify that the —Dwelling Type CITY OF SALEM the -- n e 0331 HIGHLAND AVENUE 333 i ----------------- Tow✓Ci y Name ---------------------Xcldess ---------------------- IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY j Suite IOIA This permit is granted in conformity with the Statutes and or finances relating thereto,and ---------------------. unless sooner suspended or revoked. expires Expiration Date Issued On:Thu Aug 31,2000r ---------- -�- - ----------- GeoTMS®1998 Des Lauriers&Associates,Inc. i 0331 HIGHLAND AVENUE 333 82-2000 GIS,#: 1387 - COMMONWEALTH OF MASSACHUSETTS Map: 07 Block: t CITY OF SALEM Lot: 0073 Permit: Building Category: 437 Nonresidential:ad BUILDING PERMIT Permit# 82-2000 Project# JS-2001-0104 Est. Cost: $30,000.00 Fee: $305.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: Carr Enterprises General Contractor-Salem#1995 Lot Size(sq.ft.): 8799( 2 Owner: HUTCHINSON REALTY TRUST Zoning BP Applicant: Carr Enterprises � Units Gained: Units Lost: ;a AT: 0331 HIGHLAND AVENUE 333 ISSUED ON. 25-Ja1-2000 EXPIRES ON: 26-Ja1-2001 TO PERFORM THE FOLLOWING WORK. Interior fit-up Suite 101A per drawings submitted. Medical office building. T.J.S. Call for ipy llvY3 31 �� O)CC POST THIS CARD SO ITAS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring .M D.P.W. Inspector of Buildings Underground: Service: Meter: Footings: Rough: Ron h: J/Iiool , House# Foundation: Final: mal: - � , � Rough Frame: '/3/� Fireplace/Chimney: Gas Fire Department Board of Health Insulation: Rough: Oil: I Final- Final: Smoke: Treasury: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. , S Signature: Fee Type: Receipt No: ` Date Paid: Check No: Amount: BUILDING REC-2001-000111 26-Jul-00 t 2781 $305.00 GCUTN'IS®1998 Des Lauriers C Associates,Inc. . 0331 HIGHLAND AVENUE 333 82-2000 GIS,#: 1387 COMMONWEALTH OF MASSACHUSETTS Map: C7 CITY OF SALEM Block: Lot: 0073 Permit: Building. Category: 437 Nonresidential:ad BUILDING PERMIT Permit# - 822000 - - - s .�,► • ' Project# JS-2001-0104 Est.Cost: $30,000.00 Fee: $305.00 PERMISSION IS HEREBY GRANTED TO: Const. Class , Contractor: License: Use Group: Carr Enterprises General Contractor-Salem#1995 Lor Size(sq.ft.): 87991.2Owner: HUTCHINSON REALTY TRUST Zoning BP Applicant: Carr Enterprises Units Gained: AT: 0331 HIGHLAND AVENUE 333 Units Lost: ISSUED ON: 25-Jul-2000 EXPIRES ON: 26-Jul-2001 TO PERFORM THE FOLLOWING WORK: Interior fit-up Suite 101A per drawings submitted. (1 Medical office building.T.J.S. Call for Pwnit jo Otcupy e POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Inspector of Buildings Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Final: Final: Rough Frame: Fireplace/Chimney: Gas Fire Department Board of Health Insulation: Rough: Oil: Y Final: Smoke:Fj`311p0 l Treasury: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: t ' Fee Type: Receipt No: Date Paid: Check No: Amount: UILDING REC-2001-000111 26-Jul-00 2781 $305.00 GeoTMS®1998 Des Lauriers&Associates,Inc. ��.�ONDITA� a V� YSpyE AD �C��lI1VE CITY OF SALEM BUILDING PERMIT No. 9 City of Salem Ward y�,,.<b✓orr,,4� i J4'<1mrr rod APPLICATION FOR PERMIT TO BUILD ADDITION, MAKE ALTERATIONS OR NEW CONSTRUCTION IMPORTANT-Applicant to complete all items in sections:1, ll, /it, IV,and IX. 3� 1 ` I. AT(LOCATION) ZONING DISTRICT LOCATION (Ro.) 41 (STREET) OF BETWEEN AND BUILDING (CROSS WREET) (CROSSSTREET) LOT 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(It residential,enter number of new 12 ❑ One family 18 ❑ Amusement,recreational housi nits added,it any,in part D, 13) 19 Church,other religious 13 ❑ Two or more family-Enter number 9 3 Alteration(See 2 above) of units....................................................... 20 ❑ Industrial 4 ❑ Repair replacement 14 ❑ Transient hotel,motel,or dormitory- 21 El Parking garage Enter number of units ........................... 22 ❑ Service station,repair garage 5 ❑ Wrecking(it multifamily residential,enter number 23 ❑ Hospital,institutional of units in building in Part D,13) 15 ❑ Garage 24.W 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 BPrivate(individual,corporation,nonprofit institution,etc.) 29 ❑ Other-Specify 9 ❑ Public(Federal,State,or local government C.COST (Omit cents) Nonresidential-Describe in detail proposed use of buildings,e.9..food Processing Plant, machine shop,laundry building at hospital,elementary school,secondary school,college, garochial school,parking garage for department store,rental office building,office building 10. Cost of improvement ......................................................... $ 6-4u0- at industrial plant.If use of existing building is being changed,enter proposed use. be installed not included in in the above cost a. Electrical........................................................................... (�; / D� b. Plumbing......................................................................_- 1711 A.Q./T!CUA c. Heating,air conditioning............................................. d. Other(elevator,etc.)...................................... bL pppp 11. TOTAL COST OF IMPROVEMENT $ 111.-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 entdc@y 44'�$Yes 45 ❑ No 33Reinforced concrete 38 H. TYPE OF WATER SUPPLY ccc❑777111 ❑ Coal Will there by an elevator? 34 Oth r-Specify 39 ❑ Other-Specify 42 ® Public or private company 46 ❑ Yes 47 No 43 ❑ Private(well,cistem) S s J.DIMENSIONS M. DEMOLITION OF STRUCTURES: 48. Number of stories ............................................................ 49. Total square feet of floor area, Has Approval all floors,based gn�+ctp{igy i"r 2 pp oval from Historical Commission been received dimensions ......l........... 1'................_..................... for any structure over fifty(50)years? Yes_ No_ 50. Total land area,sq.If....................................................... Dig Safe Number K.NUMBER OF OFF-STREET PARKING SPACES Pest Control: 51. Enclosed ............................................................................. HAVE THE FOLLOWING UTILITIES BEEN DISCONNECTED? 52. Outdoors............................................................................. Yes No L RESIDENTIAL BUILDINGS ONLY Water: 53. Enclosed _....:...................................................................... Electric: Gas: Full Sewer: 54. Number of 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_ No-K- (If yes, please enclose Order of Conditions) Has Fire Prevention approved and stamped plans or applications? Yes—k No_ Is property located in the S.R.A.district? Yes_ No Comply with Zoning? Yeses No (If no,enclose Board Of Appeal decision) Is lot grandfathered? Yes_ No-)L (If yes,submit documentationfif no,submit Board of Appeal decision) If new construction,has the proper Routing Slip been enclosed? Yes . No_ Is Architectural Access Board approval required? Yes'I\ No (If yes,submit documentation) Massachusetts State Contractor License# 008RS4 Salem License # Home Improvement Contractor# Homeowners Exempt form(if applicable) Yes_ No_ CONSTRUCTION TO BE COMMENCED WITHIN SIX(6)MONTHS OF ISSUANCE OF BUILDING PERMIT i If an extension is necessary,please submit CONSTRUCTION IS TO BE COMPLETED BY: L ` 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. Owner or Contractor - pp / BunerD OSO LicenssNo. No. C b 3. Architect or AR TD-WIA Engineer 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. Sign atur f applican Address Application date d if DO NOT WRITE BELOW THIS LINE VI. VALIDATION Building A / ( FOR DEPARTMENT USE ONLY Permit number �f Building 9 fffjjj Use Group Permit issued L t 9 Fire Grading Building Permit Fee $ /2;7 O� Live Loading Certificate of Occupancy $ Approv occupancy Load Drain Tile $ Plan Review Fee $ TVE NOTES AND Data• (For department use) n/ C/U 4 3 � PERMIT TO BE MAILED TO: DATE MAILED: ICS } Construction to be started by: lby: 7 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 COMMONWEALTH OF MASSACHUSETTS E_ DEPAR."MEN r OF INDUSTRIAL ACCIDENTS c 600 WASHINGTON STREET BOSTON, MASSACHUSETTS 02111 _amen : Zamooec sone WORKERS' COMPENSATION INSURANCE AFFIDAVIT (licenseuoerm�neel with a principal place of business/residence at: (Ciryista[ciZip) do hereby certify, under the pains and penalties of perjury. that: ) I am an employer providing the following workers' compensation coverage for my employees working on this lob. Insurance Companv Policy Number [ ] I am a sole proprietor and have no one working for me. ( ) I am a sole proprietor, general contractor or homeowner (circle one)and have hired the contractors listed below who have the following workers' compensation insurance policies: Name of Contractor Insurance Companv/Policy Number Name of Contactor Insurance Company/Policy Number Name of Contractor Insurance Company/Policy Number �j I am a homeowner performing all the work myself. NOTE Pleats be aware that while homeownen who employ persons to do maintenance,construction or repair work on■ dwelling of not more than three units in which the homeowner also reside or on the grounds appurtenant thereto eownam not fora license generally considered to be employers under the Workers' Compensation Act(GL C. 152.sect 1(5)),application by h or permit may evidence the legal scams of za employer under the Workers' Compensation Act i understand that a cony of this statement will be forwarded to the Depw=mt of Industrial Accidents' Office of insurancefor Coverage �enneauon and that failure w secure Coverage as reouired under Section 25A of MGL 152 can lead to the imposition of criminal peealua Order and a consisune of a fine of up to sl500.00 =&or imprisonment of up to one year area civil penalties in the form of a Stop Work rine of 5100.00 a day against me. �l- Siened this v day of 19 �3 :iceaseciPermi ee licensor/Permittor 1� L A Jai Aasqzlop'Pe:.f7rw�iiago&.J�a�rral�ows o�a�.1tia..ara.+ds �ItehG a Dultakts .lrefOe�w.ead ACf�, Governor Ifentlro TsulsumlU . &fig 02108 Chairman Charles J. Dineao 16171 -=-321 Administrator MEMORANDUM TO: All Building Departmentsfstme Building Inspectors FROM: Charles J. Dineao. Administrator DA'1'Ed October 31. 1908 SUB1�Ct: MGI. Nn. S54. Added Rv r5R4. S9 for the Aets fir 1907 The abtwe•menllened statute requlrcs that debris resulting Irom Ilia demolition, rcnovaonn. rehabilitation Of Other alleraBOn 81 a building or structure he disposed of in a proPcrty licensed solid waste disposal r faciluv as defined by MGL.clll. S00A and that huddine Permits or licenses arc est indicate the location ;If the facuily at watch Ina said debris is est he disposed. THIS REQUIREMENT DOES NOT APPLY TO NEW CONSTRUCTION. In order In stmbltfv the proems and lit pnwtdc umformliv. we are attaching a coPv. of a lurm which you U11 either reproduce and use as R is since the Completed form will be attached to the office copy of building permits lir licenses: or reproduce II on your lellcrhl'7d. ` In fnsc of municipal,commt:rcelL Induilnal.or mttlli•ttnll housing construction, the contractor mag not know the dumpster sultconlraclor at the time of the budding permit application. In such cases. the attached copy it(an AMdavit can be Iliad: he complete law isafetlined in the November issue of CODEtiVARD which will he m lied to tutu in the nett two weeks. If you should have env guesunn, please let us know. dblkm L SIA 4 AFFIDAVIT • I . ti A' 'd,'result of the provisions of MC3L a 46, 854, 1 ackadwledge that as a condition of Building Permit Nuiriber all debris resulting from the construction activity governed by this 'y Building permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL e III; S i5ok'�' I fsertify that I wlll notify the Building Official by ('IWo month's maximum) of the location of the solid waste disposal facility where the debris resulting from the said construction activity shall be disposed of, and I shall submit the appropriate form for attachment to the Building Permit. -ili'J23 , Date Signature of Permit Applicant (Print or type the following information) n: f Name of Permit Applicant �.9, I . Firm Name, if any '..l 6uk -,j #16-'A- 086 7 :. H Address J V Ip 1 �a Motes of Conference Job Meeting Notes Clients Tom McAuliffe Project ; Puritan Professional Office Building Date of meeting : April tit 1?i:3kA Place-of-rrie-et i.ny (/ 333 Highland Avenue Present ; Torn McAuliffe n Jim Ward - i n f,%: John Clemenai Tato Harkness Cry Notes Prepared by: `- m Tito Harkness ca -, Points of Discussions r � 1 . Job Status: HVAC, Sprinklers, plumbing, and electrical work are progressing. Prick veneer is halfway up bottom windows. Interior metal stud partitions are being installed. 2. Mechanical room roust- have a /8" drywall ceiling in order to maintain 1-hour fire rating. Oil lines should drop below ceiling line as soon as they enter building. 3. Interior walls in future elevator shaft and large storage room will be deleteda partition between lobby and these rooms will be changed to a 1-hour partition. /^ ' 4. Cabinets in office (SK-4) will be built by others. Electrical work will be added to the contract" 5" Into from Donna West : Carpet colors are still undecided. Vinyl floor colors have been selected, and will be sent to Tito. Master keying will be approved today or tomorrow. Decision on alarm contractor is due by beginning of next month. 6. Wood trim at pitched roofs is to he backprimed and painted with heavy bodied stain" 7" Donn heavy duty ceiling grid sample was approved.. B. All roof penetrations (vents, flue, stacks, etc. ) are to painted flat black. 9" Electric bell and mater gong for sprinkler system were located directly above the siamese connection, centered on brick pier. Top of electric bell to be even with top of entryglazing" 10, Loading at medical records area will be 200 lbs° per square foot ; this is suitable for the shelving now shown, and for most types of moving isle shelving. A beam will be added per instructions by John Buhl " R ittedv Tito Harkness cc Tom McAuliffe Jim Ward ^ ` r Notes of Conference Job Meeting Notes Clien+ : Tom McAuliffe Project : Puritan Professional officeBuilding Date of meeting : April 6 1988 Pl fiT,eetiTiq ` ighlant-Avenue-_ � Salem, MA Present : Tom McAuliffe Jim Ward John Clemenzi Tito Harkness zccz "n Notes Prepared by : Tito Harkness + IX-2 -~ Points Of Discussion : I . Inside of galvanized eave beam at mechanical penthouse will be filled with lightweight concrete to prevent ponding water. 2" Plastic laminate colors were given to Jim Wardv except nurse stations and reception counter. 3" Light gauge metal kickers will be installed at rear, entry framing at every other stud to brace storefront" 4" Tito is to send three copies of L-1 drawing to Jim showing revised curbing layout" Re ectfittedv Tito Harkness ^ cc Tom McAuliffe ^ ' Jim Ward � � fA J, v Notre of Conference Job Meeting (Votes Client ; Tom McAuliffe ro < Project : Puritan Professional Office Building fir- ., CO Date of meeting : April 21 1988 a Place of,me'Unn. LOW-Highland Avenu4:_� Ca Salem, MA Present : Wim Ward John C,lemenzi Tito Harkness . Notes Prepared by : Tito Harkness Points of Discussion : 1 . Job Status: Mechanical , electrical and plumbing work: are proceeding. Masonry work: is proceeding. Interior studding is proceeding. 2. John will check: w:ith 'Y,ur•ns regarding cost of adding future plumbing vents tied into existing toilet rooms. 3. Solid color stain will be Benjamin Moore tR C49, " Cape May Grey" , 4. Ran Thompson recommended ag4ainst planting grass on slope by the East side of the building, due to difficulty of mowing on a 1 :2 slope. m S. Pass-throughs at Specimen "toilet and Phlebotomy may be made up as. 8" square double sided medicine � cabinets by Medford Woodworking" Jim Ward will obtain price from Medford" 6. Plastic laminate covered surfaces should be backed up l i with plastic laminate on concealed sides, Jim will e check with Medford" 7" Sky} ite glazing will have bronze outer panel and clear inner panel in accordance with Nasco recommendations" » G. Tito called John Irwin regarding additional locksets requested by Donna Hest, Locksets will be added ( keying group 1A;\) at doors 240 and 241 ^ » 9" Resilient flooring colors are as follows; Exam and treatment rooms: White # 86500 Laboratory and X-ray areas: Rose/Beige Bathrooms: + Smoke # 86517 10. The office cabinets per SK-4 will be added to the contract, in Heather Rose laminate" Counters should be at 2` -6" with clearance for 2-drawer files underneath" Keyboard recesses should be 21 ~3" high. 11" A sliding window of tempered glass in a pressed metal frame with showcase hardware should be added at the pass-through opening to the lab. � "~ 12, Cabinet aprons at the labratorg counters should be reduced in depth to allow technicians to sit at the counters at a high stool " 13" Tito will call Steve Santry regarding fire mall construction requirements" R p tf ll!,L submitted, Tito Harkness cc Tom McAuliffe Jim Ward Donna West- D ' ' 1 TRANSMITTAL CARR Enterprises Ltd. 33 460 Boston Street Suite Four Topsfield, MA 01983 Date May 27, 1988 Tel. 887-3519 Job Name.PURITAN PROFESSIONAL BLDG. 532-5455 Location Salem, MA TO: SALEM BUILDING DEPARTMENT City of Salem One Salem Green -- Salem, MA 01970 Submitted By ATTN: Steve Santry NATIONAL LUMBER herewith . . . . . We are sending you under separate cover .❑ For approval or correction . . . . . . . .El _S LUJ For final approval and distribution . . ❑ o - For correction and'resubmittal . . . . . .El Approved as noted . . . . . . . . . . . .El , ID For your co-ordination . . . . . . . . . .FJ ❑ r For compliance For your information . . . . . . . . . .E& Copies Drawings No. Date 1 CERTIFICATE OF TREATMENT FOR FIRE RETARDANT LUMBER. Remarks: CARR Enterprises, Ltd. By Jam J. W r Vice President r I, ,) , , t ..y, , ,i1:,fi;• Y :.-.. .:;,:,:r//}} 5' 51'`••;;;•y ::�:.:•,; •.5. . i;t,I y I,ryYY::. lIf�Y 1h 1.'M `i�i'L'fij i til �'rr:: p ZZ ;�S 5iiii' ii••••^ 'Fi " xt3'P ar }'sifa iii A5523...r' ..zE z, otu 1Iy�s.G.es s•-•�{!t % •4 tlisrijf ;! i?r1 'lws,,, , ...: A .• NMI aw MIAMIwR CnEr#ifittt#P of 'Treatment ' TO WHOM IT MAY CONCERN: . ` PII ) s ,ihlelatocertlfythatthelumberand/OrplywoOdlnthlslnvolcenumberQ/Q.. $�>3 ..haabeen ,-<: ,pressure trotted with Flame Proof*LHCTM In accordance with the conditions as outlined In the �� ;',American Wood-Preservers' Association Standards C•20 for lumber and/or C•27 for plywood. Results of treatment shall conform to Paragraph 2.2 performance rating..."materials shall have no greater flame spread than 25 when tested In accordance with ASTM E-84 and when the teat is _ � carp i - extended to 30 minutes duration It shall have no greater flame spread than equlvalent of a� a r : c ovid.mce of significant progressive combustion." This'material has n d to tul�St ex e@d �F�Pnaccordance with AW PA i �§ z.. S 2 standards C 20 for b a 27 r R w P,ar graphs 211'and 2112 V r9 d�r�v0 inches or i. leas In thickness versa. of tur `eAgtynt'aj8°/a or less. Plywood-i imps moisture rrcontent 15%a Dr I@98 r r ` " Awi �� i f s r s r '�. tk3� t; ,The fire retardant uaetl'In thiatreatment q'rtf(lelto be Flame Proof LHC,a sulfate and halogen ' 'N free formulation of low hygroscopicity. { J _ Sold to ......./.../4... !llrl�... .. � /-�......................... r .... .............. .ft .x............................... .......... ...... tit3K�� c ,I Shipped t .................. ................. ........................................................... # Contents .._�.. ..Y..............._as...�. ....._ .ra?_sP. ................................... ' } �' ....!-^ -,e.............................. ................................ ¢......... ... ...........^........................... 1 l\ >m 2 y aI ............... ... .... i ........................................... -Yaa .... ................................................ x. { � The'solve l8 a true and valid statement, b i ERECAfd W vin , 5w PTH AM -WOOD PRESERVtN6 I l P yS ry/1 PLANT f V: Dsi . .. .n ........_........... Signed:......................_........................................................ _ X G t f sWom to andD�-3 E; MASS, REA II 617.364-1550 ................ w PLANT OPERATOR § subscribed before me day of. ..,b .. lea in the City of ......:r//.....�_ ..................................... + IYatsry P ._._.._. ... Public My Commi ion ex es: 12/22/89 � "• I 2'{.'•', ��,�9 •a9a- �2 y S 1" "�`KV -u'' f`,1r^�+dE. `s +`� r i��r""` Y'� , Ju. ' ,��it u±� s "" 'k,•, v d(.�.},. ,a �.+ p CRt y.�.�+ •Puy�,�9 4 r-i vim.,i� s}r I+vvMx. .n,(S � I� S.'t. � ,l. , � .5� ;�� %'i i 5�r r � t �,y',f��31 ),57i�i 2S'iii ffi r SY*5 M>E�tlk'hss i F .f�'f.\� i •VII + �\W" •`�f r �•'�+,�v 'I ". i=:7=.. . 5st'�k"..I'�s �S 5;5 7i.Z2:ii:ii:TC;S:'SS54,5,','fv�t:mR•Zi<is„i} 7 , 355E f!`°if•:Ai`� flii1i5i5fit <NKi�SilY i;i1 %'�. . k�` ii�'� • ::: .t r Jrl, i.•11 s� .ala a aa„ .f .,. i a j �2ss6 ,.;i;;5i;,: •.s%dsss r 31• sQss >..• .i s,.;.scl� ''a+`,•..- ::15%ussat„..,,f,:di;.rii12:j5t f5ft�i',.v:�7�t)t,= `iD,1.4 I.514 �4�?,�Pi,2�i:.; , Notes of Conference Job |Meeting Notes Client: Tom McAuliffe Project : Puritan Professional Office Building Date of meeting : o ru May 26, 1988 �Z7 � o �o p r- uc _-�� _ , mA Present : Jim Ward John Clemenzi Tito Harkness Notes Prepared hy : Tito Harkness ' Points of Discussion : 1 " Job Status,. � Drgmall is proceeding" Rough grading is proceeding" 2" Tito is to send a copy of Neil Gaetta radiation shielding requirements for the Mammography unit to Carr for the building inspector" 3" /\ change order is needed for miring and cabinet change in Treatment Room for Mammo unit " 4" Donna West will talk directly with Conroy about paint colors. 5" Tito is to send letter from Puritan regarding anaesthesia to Carr for Building inspector. 6^ Approval of beam at medical records still needed 'from John Buhl . ` 7" Vents and flue are to he painted flat black" S. Discrepancies previously noted in HVAC work (accessiblitg of electric box, vibration isolation ) still need to he corrected" 9" Insulation of fresh air ducts must be approved fire rated type" R tf ll b itted, ' ^ ' '��/ Tito HarcKoncss cc Tom McAuliffe Jim Ward Steve Santryl ' ' . ' . TRANSMITTAL f— --- -- ---- -- 333 Hyf�'ANd A"C r CARR Enterprises Ltd. 460 Boston Street Suite Four Topsfield, MA 01983 Date JUNE 7, 1988 Tel. 887-3519 532-5455 Job Name PURITAN PROFESSIONAL BUILDING Location Salem, M& TO: SALF11 BUILDING DEPAMENr City of Salem — One Salem Green Salem, nA 01970 Submitted By ATTN: Steve Santry herewith . . . . . . .[ We are sending you under separate cover .❑ For approval or correction . . . . . . . .❑ For final approval and distribution . . . . .❑ For correction and resubmittal . . . . . . .❑ T-Z; Approved as noted . . . . . . . . . . . .❑ For your co-ordination .❑ a` For compliance . . . . . . . . . . .® vs c For your information . . . . . . . . . . .❑ Copies Drawings No. Date 1 X-Ray Shielding Drawings. Remarks: CAR Enterpri des, Ltd. gy � J J. til Vice President NELC® K j 98 B,aldwin Avenue,Woburn,Massachusetts 01801 (617)933-1940 - I I i r,1Iri1F Yr •+ t#rrY'� ys�Shieldingl Tee�t�. � 4;k ♦t { Iy,1� i r/ 1 dnv/. , i nn. k r ✓.., i 1i1 . ,j �, r ' y ° i I• dF �,.�'fJ1 f�%1.Whr � 1<i �4'li djyl 4'u f '`r�' I�1C�� r•s'"��''aYp �'@"`� r`��F ., y�,e��vt� lit J y��rti �� Df �.'�A 1,1 �>��'�7��C i7: r1+ ty at.CV '141 •+ii��i� y,gltx, ,7 47�LL'T u� 9 M . GplLkf t 1 .r i f4 NY�41 jldli"I `� to ici t" t # KiK kl: 3 , ,tp� rt ': b�3 1 T31 pt br� r t PIN d�}' , ,'°h�RJa��p L>t'ri k bb� �,1jj7 ,Ay ! .f"• i,f lr lre4�y'A ' s��'d' ..�.�� h1fr � ,.,. r i ,t K+' 1 � u'j�Tri. hr•! y ct i �7 r� J3�51„�"'l YrJ I t i Y, <. y„ `� ! (i'.1 f J + i�i.J�t , f. �Y '^,� f.Fitl �” F , J,Q't4` y' `(, •f �+ X ✓ 1:� 1 .+t t?'rid:4bciv'�'3t�!1F'i4�t.•�9v, � �1>��.,i.;r'�s' �ntirtl)�''��'F-��1'e� p�3��. , . bra. pl,.i,ta l;.y .u., * yr i ✓ F i�,l:yj^"r��F(7,ra'F'61 tr IJ�F\A4:4, s h 1 fair A > API LICATION , �',p • • Ra liology at, �}n" Flk scopy yy N ar Medicinf 1 A(i.. ly`h :, ( r y � r: • An p aphy P t� 1 • CCaa �as>>>111cuia•r•IS 18 , „ i .. J'RYfI 1 _ i 11iELCO { 98 Baldwin Avenue,Woburn, Massachusetts 01801` (617)933.1940 ivieaicai ana inaustnai appicanons or A-Kay snieiaing systems rui viu.114r, b. .... and changed rapidly in the'past few years. Radiology and Nuclear Medicine facilities have expanded their diagnostic capabilities`and subsequently their need for larger and more protective viewing windows:'.Larger viewing areas not only allow full view of the patient, but also seem to reduce patient anxiety that conventional solid screens tend to cause. The science and utilization of X-Ray andgamma energy requires a variety of protective values as well as a high liglii transmission to enhance viewing quality. In lager viewing systems, a poorer quality window will exhibit both distortion and discoloration under t—.: . normal fluorescent lighting.:"'" Precision metal work and quality glass provide the glazier easy installation and the customer distortion free viewing. A major plus is that TGP provides the largest viewing + system in the industry—up to 94" x 42". Both the glass and special lead lined window frames can be manufactured to suit your special architectural requirements. a TGP X-Ray Glass Technical. Data . . . Type LX-8 LX-16 LX-24 LX-32 Thickness (in.) Ya 1a.,,,,,}1 Y: j Lead Equiv. (mm) Nominal 2.0 3.6 5.6 8.5 Lbs. Lead'Equiv.lsq. ft. 4.0 8.0 12.0 16.0 Minimum Density gm/cm , : 4.36 4.36 4.36 4.36 ,Weight Lbs./sq. ft. 7 14 — — Refractive Index (Nd) >, 1.71 1.71 1.71 1.71 Light Transmission 550mm 88% 87% 87% 86% tl Thermal Expansion Coeffic ent ; 30-3800C (!°C) 80 x 10— r Thickness Tolerance (in) ,t ± .012 Softening Temperature °C 580 Annealing Temperature °C 455 This document and the information contained + s I h?reon is piop,fo y and rn--iy not b altn7nd U_ ii; , or COrnmunicated ^'n r pc s,-,:l Cr co. parry wuntout il!1 , vi YLI.C), Inc, 1 � s+aC + NEW ENGLAND UAD BURNING COMFMN INC 1 i CONTROL �z FRAMES VIEWING WINDO S CONTROL FRAMES NELCO Control Frames are designed for viewing patients from the Control Booth or Control Room area.There are three styles available;either the fixed or telescoping frames.When used in conjunction with;VLCO Lead Glass,the operator Is protect- ed from secondary radiation. 1 I i Lead/Splayed Type-3.0mm (1/0") Lead protection (Double glass protection required to equal 3.0mm),Solid lead"construction with voice transmission. Non-Adjustable 534"n+«nt.deep. Lead-Aluminum/Splayed Tslescople Type-1.5mm(1116")Lead protection. Lead-Aluminum construction with voice trs.nsmission. Adjusts to walls from 5"to 634"(t3cm to 77cm) thick. Lead-Steel/Telescoplc Type-1.5mm(1/16")Lead protection. LEAspLAVEo TYPE Lead-Steel construction with voice transmission: Adjusts to walls from 41/4"to 634" ptcm to i7cmj thick. ROUGH OPENING DIMENSIONS 1' 0 ADD TO GLASS SIZE WIDTH HEIGHT LEAD SPLAYED +1" +3" 3cm 9cm LEAD STEEL TELESCOPIC +1/2" +1" ICM 3cm LEAD ALUMINUM SPLAYED +2Ya" +31/2" TELESCOPIC Gam 9cm TNSa c ' l _!1' contained II II -,y n,,)t I a allered LEAD-ALUMINUM Lead connector bar here^r I = SPLAYED TELESCOPIC TYPE for horizontal topic , e, or Communicated multiple glass Installation to any Odle'r a' :on or c ;=any waiihout ffiE wlii eO -p: rmission cf I iLLCO, Inc, Special sizes quoted. Additional lead thicknesses quoted. t4ote: Specify width and height when ordering. LEAD CONNECTOR BAR •-- - --- TYPICAL INSTALLATION NELCO 98 Baldwin Avenue,Woburn,Mossachusetts 01801 - v STD 1 617 933 1940 SIZES LEAD-STEEL ONLY TELESCOPICTYPE �J s upuriry GGASs isl,aes, `E,a ;REHAakf . I I , 0 I- 4-1 -- i Pis hereon copied, a ^r} s c 4„rnmjnlca or c inp: !ty wihbut t the written.pe f mly ioil of NEL'CO,U, irG.' I Quqry ! F-9 time ir76 T'N� I t7- I . �i y I I lig NEW ENtL ;� LEAD; E1521 IfiSG' `OL 1IIk' I i siv?�e�IAV� UE 933 1940 OT OgF(Ce B!)$ 07 i WOIWRNI, MASSACk,U&E TS ¢tBOO , I , ■ L�� I - - --__ —1 1 I I Hardwood Rails & Stiles p I E . Center Lead Core e o' o s Thickness as reQ• ° = I L �. i - o j eApprox. typ. I Particle Board. r L A thick. Door o I Veneers as req. j Re0 60 _ CL• IL 44 t I 3e . �. - A- A Bolting Pattern Full Scale 1!D'� 1 617 933 1940 � (�OTM Product _ ._ _ P_roject___. D.ate- �tJ �`llrr�J LEAD CORE C��.- Erifci-�r:sPS 1 -17-86 Woburn, Ma. 01801 y, - RAY DOOM �ips�,�i�9�i-7.� 4 scale. As Noted NEW ENGUW O lE1D BURNING COMPANX INC. q �r mi ® x , cEan LinrrNc. ,, , -------------- M V - VV { E W � 13 0 3 ' L -r. (.1 V— Q 1 rC ti 0 N 0 -� c -° 0 ,n 0 •0 °@ C7 , 01 � s ° � 1 617 933 1940 ONTRACTORt NELCO ':98 Baldwin Avenue,Woburn,MassaClNSeils 01801 TOg.rNA�f h �G�jSIr/Y/k/ U�l�C� • cc•' e�=0a ,A3 Y7 Pew kr . I ORlw@SC6/T u 0� NtW ENGLAND LEAD BURNING COMPANX INC t _DETA/L FOR LNfTALLAT/o/✓ OF BacK I_EAO _N T M - -6 V '• r == 4 Hm rraae 5"AA14:&96y r 0 ii C; v c U ti, i C i O i.0 a-! . O f b O L •Qrcl fD .. ._ . Fad/k L//Q - a Suppled ay /vE4co 7 Ell Qua,44Y smei LtAO a 1 617 933 1940 Cur✓ �n Vie,-pr:se s Gf�. il6o aos Sf �Sui{e NELCr® sd�i`e/� /yiq n e 98 8eldwiri Avenue,Woburn,Mossochuselts 01801 Purim Q/'O�C6SMiYEa� /Cyd Se ce. lPD 2- — REVS/t 0¢ewl NEW ENGLAND LEAD BURNING CDMDWI(INC.•�- `- J1001Z .: ScNE0ur1� a _— Dooe Door LEan FraF r6J Qunemr DOOR . . Sl2tc VENEER RarS No TNk. rear. x lt. — /UoAJr3 �I a I, This document and Ih: informakon contained .hereon is prc.prir-:a-•e :�-A ni y not be altered '' I copied, uscd f^r tr: ;:-.:,a:: ur�; ' -or'communicated to any o;har pc,nn or company Without ih.z vi.4ico p.�rn-,ksion of HELCU; Inc„ i 1 617 933 1940 . - . C'�/'� Eilfa'/✓rse L - NEMC® - —�•s�� 404 ' 98 Baldwin Avanu6'' 0wq'Mauachus 11 K r . /'(.c(iTuf9 Pldf' YS-0AIaI SIC. c Lc• rvaa oaawn . C ove r th ;jereon.is prop.ie:ary anu -'ay moi : rose copied, used for maneLcture, or communicated to anyother person or company without 4ENl7LL.l: GON?126.GTOfL No'rE,: wntnE ELELL ren En, _plpYlr, GaWOH yr In-umEr• cT4", ►Iv6 M •NMI{4lL If(!�. VI(nLL •NC f.V VNIwG, 1YL .U.D IINJO SN.W LIfILI• LLOYYO L DLU,MD {Y{Y ,T(MS rC Te..Lt. • '0YTI4UOY{ 04I04 I.Scr L(1O FMt VYIYG }U,,V ITEM•/ '+lµl -A yWJ UKO 41 OTULc4 LJO IY+ILLLCD M Oftl(JfS, _ 1•rw( \4LS ' I{D+w+VOusQyi+,j LOMP .SO SO~ MO➢1s4 I I •we( um II ICG+Tw+ey{L•bw1J I Y�LI(D N JewH v . VEI� wYY'!( \oDl.o RTICAL JO ' II rMC!LYO I{III • _ ••TYLY.H/HM b1(D rrlY . naca .+u,J wsr.uD 1-101212. JowT ,a Wyy 1(4NW4 • I I �I1:. _� M areas I :i'� �'l(LD WlD MIu+(R WOL{lr llR` r SILL JOINT GOQN(R JOINT k LEAD LINED GYPSUM WALLe>0,4IZD D>✓TAILSM0000 C WMQ IWR 0K.(IMAIwG . �.La . a•. i.o^ �``9�\nQ SIL iln enpyj ltl 4(LulE M(144TY0 i.n /r+TN• •Icl1•N. 4LLIEw \ I•nly{lno wLN(JI (iDLO OVOE y • \I ME1Ll ITY D' iVjp W( W14E TIE4, - .. PROJECT; f:Gtl�•G1YttiLSL`.�9d F ° :Yll' r - \LO.YD.M4Vi \•r - P -Y: •�� ICAO HKIL& SCREW *1 LW WA"rz — f>j e t, r_S,7 JOq N0. �Ei o ucAo T,e++ aE 1 617 u933 .1-9g ' � . 1=ASTE-NE-IZ Mr--r 0PLi' •._.�r_ 9 �`-I•o•- •�TnwOs2D LOR-1 SHEET w __ __,_ _ - DA E coniamed d '� �Uq 0p ! forma Phis documen} i not b^ alMr^;d i' I l' r,^may hereon is pr^P ° / or communica . t� copied, us d many without to any other perspn or co. P , Inc, permission o4 tycld U, ti d`` ,I She written P r, ii^l, Io Jh{t� Ora tl I' -{ 1 .y x Z!�y r, =-.� ti 1 - "z\�. tnk. AJnii^ i- x -- -- - -- - - ------ o. v r r � A -c Z�Xrrl pW 8 { Imo. !Q•. NEW ENGLARP 3 LE.D t;ANING CO., INC. 98 8A'_Y.++t9 AVENUE R05T OvtCr BOX soy 1 617 933 1940 W(UEURN, MASSACHUSETTSATBM Y I Mn-ET7r-A psr gF �• . : r. meq.DN-ALL: 4.SIDES OFIIL. I l L.rA D f f` ovNpl ND��nu�_ra =.OUTLET PENETRA'-7OLV ZTAD .._ 5 '77' ._ TETTE PPOi011M gOPJ PAIN TEO CN w" C141pPRINT VELLUM t I J NEW ENGLAND LEAD BURNING CO., INC. ' , . 98 BACptEJ1 `AVENUE POST-WKE 03X 607 j WOBURN, MASSACHO.K ;':'S O'"^' r.r { 1 617 933 1940 I (no) This document and the information contained hereon is proprietary and rn .y not copie e used" fQr r^anuactvre, -.pr communicated p to any oMe� prerscn`'or`company, without - permission- of NELCO, Inc....... _ the written .� . f S` t .Diri E � ' Notes of Conference ` Job Meeting Notes Client : o z� Tom McAuliffe `< Project : on = Puritan Professional Office Building * rn (}o m+ p� Date of meeting : zcr m April 28 1988 PInce- of-meet ing: � 333 HighlyOd~A Salem, MA Present : Tom McAuliffe Jim Ward John Clemenzi � . Tito Harkness Notes Prepared by - Tito Harkness ^ Points of Discussion : . ' ` 1 " Job Status: ' Interior studdingv electrical work, masonry veneer ` ' are ,roceeding" 2" The structural brace which passes through the rear corridor should be left exposed and painted" ' 3, Landscaping was discussed with Paul Francis from Four Seasons" The slope on the East side of the building mill be planted with Blue Rug junipers, with a 5` grass strip next to the building. There will be no change in price for this. Paul will also price a lawn sprinkler system. 4" The counter for telephone operator should be 2` ~6» high . The main conduit from the PBX should come in to this counter ; the phone vendor is to coordinate exact l ent p acem ^ 5. Mammography vendor is to contact Tito. " 6^ Tito is to contact John with sealant color for brick control joint. 7. Dave Dalpe was it the job site, and informed us that all air handling units in the project are under 2000 CFM and therefore do not require duct smoke detectors. Also, return air grilles will have acoustic boots" ^ R ted, Tito HaF6ness cc Tom McAuliffe Jim Ward s ^Santry Y � ' ^ ' " ` ` ' ` � Notes of Conference ' Job Meeting Notes ~ Client: � «m Tom McAuliffe � `vn Project : wn cr � co -- Puritan Professional Office Building Date of meeting : May 6, 1988 � cz, P eting:~~~~�^ Highland-Avenue � � Salem, MA Present : Jim Ward ' John Clemenzi , TitoHarkness Notes Prepared by . Tito Harkness Points of Discussion : ' 1 " Job Status: � Masonry veneer, interior studs, electrical , and site work are proceeding" 2. Exterior lighting was reviewed, and will be placed per E-1 ^ 3" Ed Dennis from ECT is coordinating radiology room and darkroom area electrical changes with John Clemenzi in the field. 4. Specs for mammoghraphg unit and radiation protection in treatment room are` still needed from Puritan" Tito called Donna Nest, who said to contact John Nelligan from XRI at (401 ) 732-4300. 5" revised drawing is needed from Comfort Air showing that there- are no air handling units with 2000 CFM capacity or greater, per discussion with Dave Dalpe last meek" ' ) 6. Jim Ward will assess the schedule and confirm that Puritan can move in on July 1 . 7, Tito will call Mass DPW to determine whether ` handicapped ramps are required at radius curbs mh `re they cross Highland avenue sidewalk. S. If NET has not completed their mork.on the pole at the entry before the site work gets to that -pointv it will be left in place and barricaded temporarily so that the site work can be completed around it . 9. Brick to brick caulking color will be the same as brick to glass block color. R tf ll b itt d, Tito Harkness ' �cc Tom McAuliffe � Jim Ward KS�teve Santryy ' ^ / , ' CARR Enterprises, Ltd. 460 Boston Street, Suite Four, Topsfield, MA 01983-1223 Telephone: 887-3519 532-5455 FEDERAL EXPRESS: Airbill #7743520256 May 4, 1988 n Salem Building Department =' One Salem Green nr"sCo Salem, MA 01970 r— _rr, ra Attn: Mr. Steve Santry RE: PURITAN PROFESSIONAL BUILDING; Salem,, MA Dear Steve: John Clemenzi asked me to forward at your request the enclosed Factory Mutual description of a one hour rated wall. After reviewing it, please call John or me to discuss your concerns. Thank you. Very truly yours, Ja es J and Vice President JJW:jlp Enclosure cc: John Clemenzi Tito Harkness 244 FACTORY MUTUAL APPROVAL GUIDE 1-Hour Fire Resistant Wall WALL CONSTRUCTION 1 - 1 HR (Non-Load Bearing) cd. N 24rr a tido 3 3 METHOD A METHOD B 1. FLOOR AND CEILING TRACK. 3% in. wide by 1 in.deep fabricated 1. FLOOR AND CEILING TRACK. Same as Method A except 1% in. from 0.022 in.galvanized steel.Secured with fasteners 24 in.o.c. wide. 2. STUDS. 3% In. wide by 1% in. deep with 1/4 in. return-flanges 2. STUDS.Same as Method A except 1%in.wide. fabricated from 0.022 in.galvanized steel. 3. GYPSUM WALLBOARD OR LATH.Same as Method A except board w 3. GYPSUM WALLBOARD OR LATH. t/4 In.thick by 4 it wide approved lath is applied vertically. wallboard or lath applied horizontally or vertically to studs with 1 In. long,Type S self-lapping Phillips head sheet metal screws spaced 8 in. National Gypsum Co,(Report OSU T-3298)325 Delaware Av Buffalo N T O.C.at vertical joints and 12 In,O.C.at Intermediate studs.All joints to be "14202 staggered.With lath,apply maximum %In.thick gypsum piaster over Gypsum Wallboard. Fire-Shield (Types FSW&FSW-3). entire surface In addition to joint treatment. Gypsum Lath.Fire-Shield(Type FSK). National Gypsum Co(Design WP-45,Report OSU T-1770)325 Delaware Av. 4. JOINTS AND SCREW HEADS.Same as Method A. Buffalo N Y 14202 - Gypsum Wallboard.Fire-Shield(Type FSW&FSW-3). - Gypsum Lath.Fire-Shield (Type FSK). - S 4. JOINTS AND SCREW HEADS.Wallboard Joints reinforced with paper tape and finished with joint compound.Screw heads covered with joint compound. All lath joints reinforced with pressure-sensitive glass fiber tape, or glass fiber tape attached with wire staples and covered with gypsum plaster in lieu of joint compound. i 333 f/,yH,c,�Na Hv� CARR Enterprises, Ltd. 460 Boston Street, Suite Four, Topsfield, MA 01983-1223 Telephone: 887-3519 532-5455 May Il , 1988 Salem Building Department One Salem Green Salem, MA 01970 Attn: Mr. Steve Santry RE: PURITAN PROFESSIONAL BUILDING Salem, MA Dear Mr. Santry: As requested, this letter is a statement that to the best of my knowledge the referenced project is constructed in accordance with the Massachusetts Building Code. Very truly/yours, John A. Clemenzi Superintendent JAC:jlp :. -_..333 Notes of Conference Job Meeting Notes Client : Tom McAuliffe 1 Project " Puritan Professional Office Building Date of meeting . May 13 1988 Place of meeting ,, 333 .Highland Avenue Saler , MA Present -. Jim Ward John Clemenzi Tito Harkness Motes Prepared by . Tito Harkness Points of Discussion : 1 . Job Status; Pitched roofing is being applied. MEP is in process. Interior studding is nearing completion. Masonry is proceeding s. Tito spoke with Donna West, and the following decisions were made: Mammo unit will be located on rear left corner of treatment room, per recommendation by Neil Gaetta. Extra cost of $407. 00 for formica change in Room 241 was approved. Tito is to speak to Medford Woodworking concerning the cost of Phlebotomy pass-through. � ~/* 3. South-West corner of parking lot should be dropped down approx. 1 ` -0» to reduce steepness of rear banking" 4^ All air handling equipment should he isolated for vibration ; this includes fresh air ductwork returning to heat pump units. Also, ductwork connections must be located so as to allow access to electrical switching boxes" ' 5" Phone miring should be run in bushings where it passes through studs to prevent cutting of insulation by sharp edges of metal studs. <`" Tito is to call Fred Marney regarding handicapped ramps at entry curbs. 7" Tito certifies that he has conducted periodic inspections of the construction work in accordance with his contract for architectural services (AIA D141 ) and is not aware of any building code violations which would preclude installing the drywall on the partitions at this time. R tf ll submitted, / zro r,orxn � �,�� *, ess cc Tom McAuliffe Jim \Ward (Steve Gantry / Donna West � _ ^ U u DgSGD SSS U u IBp h�/14?101, U u ! \ - U u I BBS Of MASSACHUSETTS, INC. U u I S U u T S S uuu I BBS s Richardson we, g.ewm k 02180 :17a38-7755 #: CYLINDER REPOS Gm 03-16-88 w Salem Buia ; o Ivem our au . No . m\ 7995 Mr . Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem G oma, ---------------------------------------------------------------------------- mAS; mR«m 4000# 3/2 DRY WEIGHTS &mowS Gant Brag Gm Ge ear . yee Coarse Qw . Source Admixture. Brae G_ Admixture wag w+ GIw Source --------------------------------------------------------------------------- LOCATION OF CONCRETE REPRESENTED : Floor « a , Ga G« GR LIE NO . SIZE AREA +o# Gq TESTED G« P.S. I . 887 Q12 28.27 2-17-88 Gaa 7 « wa me oR 2827 mw-q 3-2-88 w «Ge U19 79 12 28. 27 2-17-88 3-16-88 28 5, 130 D, o 12 28.27 17 E 3-16-88 28 G!m ---------------------------------------------------------------------------- AIRmRgl Rgme .w Cast bzOthers STP w «I DENSITY CONCRETE ye, G LIR TEMP . G !6-7 NO. ylaocl Unsatisfactory TICKET NO . qem MASSACHUSETTS, INC. G« mw By Michael De h' U lJ TTTTTTTTTT S .3 6 U 1.3 T 5 _: j 3 U U T' S t j U LJ T 8 8 .r` l:J'I'' MASSACHUSETTS, INC. U l.J T S U U T S S 5 Richardson Lane, Stoneham, MA 02180 617-- 138--7755 UTS CYLINDER REP OR ( DATE 03-02-88 L5 Salem Building Inspector ,lot, . No . UTS 79f55 Steve Santry Project Puritan Professional .tt I ia;i ., One Salem Green Contractor Carr Enterprises Salem, MA 01970 ........-.......................................................-.........-..................-.-.......-.....................................................................-.......................................-...-..........--.......................-.......-................ l:I...ri..:+,:. CONCRETE .10000 3/4'' _ DRY WEIGH03 MATERIALS Cement Brand Name Fine Ag`;Jr . Source Coarse Aggr . Source Admixture ,_.r<at : Name Adm ixTu.rv.: Brand i':c.:amle WaI; , .........................................................................................................................................................-...................................................................-..............-.-..-..................................-........ . 00AT'ION OF f:`:I.JNCRE.:TE REPRESENTED : Floor slab .. LAB DATE DATE i"i ti:c NO . SIZE AREA Wf::J:GHi' CAST TESTED DAYS P. S. I . UIS rrfil r 28.27 2-17-88 3-2-88 14 4 ,240 ...:I. r, :...:'I.;' 28.27 2-17-88 3-16-88 . .. U20 602 28.27 2-17-88 3-16-88 213 .....................................-.....-..............-...................................-.......................-............................-..........................-..............................-..-......-_..............................__.............................. A:I:f; i:il:it,.l..i'I::NT REMARKS : **** Cast by Others. w***;t SLUMP 11 WET DENSITY CONCRETE TEMP. 64 AIR TEMP. 44 TRUCK NO . 2i?af lski( o'i'y I-1'(t s a't l 'i.fa••..: 't o 1 TICKET NO ., UTS OF iii .` ':3rk:;l1l.J:'. ..L..i ;: , INC . Rev i is w(.':'(:I NVI By : Michael Detnler INN - - fav€ Notes of Conf.erencea Job Meeting Motes Client Ton McAuliffe Project: Pow^:ilan_ Profeasplonal .Of"fice Building Date of meeting : March 2 1968 Place of meetinge 333 Highland Avenue Salem, MA ' Present Tom McAuliffe John Clemenzi Tito Harkness Notes Prepared bile Tito Harkness Points of. Discussion : 1 . ,lob Status: Plumbing is being installed underground. Blocking is being installed can roof. 2. MasonrW flashing will bre 30 mil PVC. 3. A 6" concrete prod will bre placed under the PBX. 4. SkWl.ite curb will be raised 3" . 5. Sewer pump tank will be extended 2' "6" down dice to lower invert-. 6. Dict: Doucette will provide a sketch to Join Buhl of cut—off detail: at ends of 'hip beams. kes4,)oCtful ly sLri tted, l"i'to Har mess cc Tom McAuliffe Jim Ward Stave? Santry ` Motes of Conference Job Meeting Notes -- �� ^� n� Client -. Tom McAuliffe n» r � o eo ' Project : Puritan professional Office Building sc�o ^ � Date of meeting : m o� Feb 26 19BB mo . Place of meeting , 333 Highland Avenue Salem, MA Present : Jim Ward � John Clemenzj cz Tito Harkness .�� o ��il [o/ ~n , � w Notes Prepared bg : zc -n Tito Harkness zc Points of Discussion : 1 " Joh Status: Second floor deck is poured" Plumbing holes are being cored. Storm drain is being run" 2. Plumbing stubs for future underground plumbing on first floor were located on plan <5 locations) . 1. ' ` ~ I 3. Sprinkler FD connection and gong to move to C line on front facade. 4" PBX should be raised off florr in the event of ejector pump failure" 5" Jim ward will check all masonry materials for soluble . salts to avoid efflorescence" ' 6. Ends of hip beams will be cut: off and welded to plate supports to accommodate eave trim. Inboard hips at rear peal:: need not be cut. Respectfully Submitted, Tito Harkness cc Tom McAuliffe Jin Ward Steve Santry U U TTI TTTTTTT S 'S :: U U T s V- 1.) T S c S Of MASSACHUSETTS, INC. LI 1.1 T S 1.1 U T. S f:i U U U r Ei c f: 5 Richardson Lane, Stoneham, Mfr 02180 617-438--775; CONCRETE INSPECTION REPORT' DATE 02-22-88 8 Salem Building .f.ri ::_p e c:'l'irr ,i o t} fid.i; ,. (.ITS 7995 Mr . Steve r;-. a'n't't"'> f'r ,;; yei 'i' 1'tn' Itari f'rofe=.::.illi}n<al Ylii•:;i .. One ,.,as I ti'i0 Green J Contractor Carr Enterprises Salem, MA 01970 Conc .. Co . -------------------------------------------------------------------------- ...._ra;:i:: CONCRETE CUBIC Yi't (a?c; DRY WEIGHTS MATERIALS Cement Brand Name Fine tltl`iyr . SoUri::ei Coarse i-ggr . Source Admixture Brand Name Admixture Brand Name ld:a'l'e�i- source ('I:::':;1 `:;i`t't•91'I...I:::' I...t. t r.,..i..i:i:il; --------------------------------------------- Transportation of one:::. set_�t of c:Yl I niaers cast' by others , 7 cast ,:) 5r � .,. , �.8.,I:y to I'I"I t? lab for i testing . ........................_....._..._....._...................._....................................._.........-..........._..........................................._--_......__...._......_..........................._..._......_............................................ Moisture in Sand % PLANT GRADATIONS � .. Moisture in t.;.. Ca n r;y'i� . F.M. SAND F .M. i; .,r�l t:i t:i P .. No . of Determinations 08 Weights Adjusted to Compensate 0].00 04 for Moisture 050 3/811 Sand f,;p l ri rilte t i` f i:: Test..:t 0..,(: 1/2'' REMARKS : 08 1 04 2'' INSPECTORS ; U I S OF fI A`,i:,AC 1 S , INC., Field-Plant - Reviewed G .B. t.Y l Michael _. ..:I-iIer U U TTTTTTTTTT S S S U U TS S` r U U T S `'' -~� '~ � U U T S S S Of MASSACHUSETTS/ INC" ' U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617^438-7755 UTS CYLINDER REPORT DATE 02-24-88 15 Salem Building Inspector Job . No . UTS 7995 Mr , Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 -----`^------------------------------------------------------^--^-------- CLASS CONCRETE 40000 3/4x - DRY WEIGHTS MATERIALS Cement ^ Brand Name Fine Aggr " Source Coarse Aggr . Source Admixture Brand Name Admixture Brand Name Water Source -----------------^---^------`-------------------------------^------------ LOCATION OF CONCRETE REPRESENTED : Floor slab . LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . U17 6x12 28"27 2-17-88 2-24-88 7 3/ 180 U18 012 28" 27 2-17`88 3-2-88 14 U19 6x12 28.27 2-17-88 3-16-88 28 U20 6x12 28"27 2-17`88 3-16-88 28 ' -----~`~---------~---------------------------------------^-------------'- AIR CONTENT REMARKS : **** Cast by Others **** SLUMP 4" WET DENSITY CONCRETE TEMP" 64 AIR TEMP " 44 TRUCK NO. TICKET NO. UTS OF MASSAMIDIC's TTS/ INC. Reviewed ByMichae | er ^ J Notes of Conference Job Meeting Notes Client : Tom McAuliffe � cs Project : rn mn �� Puritan Professional Office Building Om cn zc Date of meeting : March 24 1988 "» uo Place or meeting:-----. C3 d Avenue � ��-- - — '^ Salem—, MA Present : Tom McAuliffe Jim Ward John Clemenzi Tito Harkness Notes Prepared by: ` Tito Harkness Points of Discussion : 1 " Joh Status: Flat roof blocking is complete" 'Blocking aid insulation at pitched roofs is being installed, Studding and sheathing at exterior malls is progressing" 2^ Sprinkler runs at 1st floor should be run as high as ibl ^ poss e, 3" Masonry work will begin Monday ; in case of unacceptable levels of efflorescence, samples of materials from each wall will be kept on the site for future testing if required" 4" Joe Engels from GEI will coordinate directly with John Clemenzi fpr soil gas test" ' � � x 5. Tito is to call John Buhl regarding end reactioons at joists" 6" The rubber, tire matting will be used in the vestibule" 7" The rub rail may be screwed and filled as suggested by Jim Ward. S. Acoustic ceiling samples are approved. Res tf ll b itted, ^ -ito Harkness cc Tom McAuliffe Jim Ward Steve Santry ^ ' ' 4 •`L ^ - - Principals Steve J.Poulos, F. G E I Ronald Hirschfhfeeldld P.,Ph.D.,RE. Daniel P La Gatta,Ph.D.,P.E. Richard E Murdock,P.E. Gonzalo Castro,Ph.D.,PE. Associates Francis D.Leathers,PE. April 8, 1988 John W France,P.E. Project 88089 Joseph G.Engels,P.E. Mr. Thomas L. McAuliffe President Hutchinson Medical,_Inc. 1,333'.Highland^Avenue Salem;- Massachusetts 01970 Dear Mr. McAuliffe: Re: Soil Gas Survey Hutchinson Medical Center Salem, Massachusetts The purpose of this letter report is to inform you of the results of the soil gas survey GEI Consultants performed at the Hutchinson Medical Center building on March 21 and 24, 1988. The soil gas survey was performed to investigate if the fly ash underlying the building site is a source of volatile organic (VOC) vapors which could enter the building after construction is completed. The data obtained during this survey indicate that the fly ash below the building is not a source of VOC vapors. In addition, no hydrogen sulfide, carbon monoxide or combustible gases were detected in the ambient air in the basement area. The presence of VOCs was detected in the structural fill in a limited area below the proposed basement floor. However, based on the limited extent and relatively low concentrations detected, it is our professional opinion that the presence of the VOCs pose no significant risk relative to the safe occupancy and planned use of the building. The details of our survey procedures and results are discussed further below. Site Description The study site is located on Highland Avenue in Salem, Massachusetts. A three-story building is currently under construction at the site. Prior to development, a portion of the site was used for the disposal of fly ash. Subsurface explorations performed at the site during GEI 's foundation 1021 Main Street Winchester,Massachusetts 01890 617.721•4000 Concord,New Hampshire and Denver,Colorado 5� Mr. Thomas L. McAuliffe -2- April 8 , 1988 study for the new building identified the presence of fly ash beneath the building site. Recently, the City of Salem Engineering Department requested that the ash located beneath the building be checked to determine if VOC gases were being generated in the ash. GEI performed the soil gas survey at the site to address the concerns expressed by the City of Salem Engineering Department. The survey was performed in the 7500-square-foot area located beneath the building. At the time of our survey, the concrete floor and the basement windows had not been installed in the building. Gas Survey Procedures GEI first performed ambient air monitoring in the basement area of the building. The ambient air survey was conducted by walking a grid pattern over the basement area and noting the responses of various monitoring equipment at an elevation of approximately 3 feet above basement floor. The presence of VOCs in air was investigated using a Photovac TIP photoionization detector (minimum detection limit 1 ppm) . In addition, the presence in air of hydrogen sulfide, carbon monoxide and combustible gases (methane, etc. ) were investigated using a Dynamation Combo 434 gas detection instrument (minimum detection limits: carbon monoxide 20 ppm, hydrogen sulfide 3 ppm, combustible gasses in air, 0.4%) . No VOCs, hydrogen sulfide, carbon monoxide or combustible gases were detected in ambient air in the basement of the Highland Medical Center site, above the instrument detection limits. After completion of the ambient air monitoring survey, a soil gas survey was performed. The survey was designed to investigate if VOC vapors were present in the fly ash. Soil gas surveying is a screening technique which detects relative concentrations of VOCs in soil. It is effective in locating the areal extent and relative concentrations of VOC contaminants across a site. It is not designed specifically to provide absolute concentrations of contaminants present. However, approximate absolute concentrations can be calculated using the physical properties of the VOC contaminants detected. The soil gas samples were analyzed for VOCs using a Photovac lOS55 portable photoionization gas chromatograph (GC) . The use of the Photovac in the field allowed GEI to analyze the samples immediately after collection. Samples were collected by driving hollow, 7/8-inch-diameter steel probes with perforated tips to approximately 5 feet below the ground surface. The probes were driven through the Mr. Thomas L. McAuliffe -3- April 8 , 1988 compacted structural fill using a 10-pound sledge hammer. At each location less resistance to penetration was encountered at a depth of approximately three feet. This corresponded to the thickness of structural fill which the contractor reported was placed over the fly ash. A small amount of soil gas was then vacuum pumped from the probe into a "Tedlar" gas sample bag. The sample was withdrawn from the sample bag using a gas-tight syringe and injected directly into the GC for analysis. Probes were decontaminated by a methanol rinse followed by heating with a propane torch to remove any volatile compounds. Tedlar bags were rinsed with three volumes of ultra-zero air prior to sample collection and purged once with the sample gas to insure that a representative sample was obtained. Soil Gas Survey Results The results of the soil gas sampling are presented in Table 1. and the locations of the sampling points are presented on Fig. 1. Also included in Table 1 are the approximate absolute VOC concentrations in the soil gas which were calculated using the approximate physical properties and gas equilibrium relationships. Soil gas samples obtained from the fly ash at a depth of approximately 5 feet, indicated that essentially no VOC vapors are emanating from the fly ash below the building. The 10 ppb and trace concentrations indicated in Table 1 for VOC compounds at some locations are not considered significant. During the course of the investigation of the fly ash, low levels of VOCs including toluene, benzene and trichloro- ethylene (TCE) , were detected at one location (samples 7 and 9) in the compacted structural fill overlying the fly ash. Additional soil gas samples were taken at this location (sample 1A) and at other locations at a depth of 2 .5 to 3 feet in the basement area to determine the extent of possible contamination in the structural fill. Sample IA confirmed the previous measurements, however. No additional areas of contamination were found. Conclusions Based on the ambient air and soil gas sampling preformed for. this study, the following are our conclusions: 1. The fly ash underlying the site does not appear to be a source of VOC vapors. Mr. Thomas L. McAuliffe -4- April 8, 1988 2. The VOC contamination detected in the structural fill below the building appears to be localized and at low concentrations. Because of the limited areal extent and relatively low concentrations, it is our opinion that the presence of these chemicals does not pose a significant risk relative to the safe occupancy and planned use of the building. Limitations This soil gas survey and report was prepared for the use of Mr. Thomas L. McAuliffe, exclusively. The conclusions provided by GEI in this report are based solely on information contained in this document. Future investigative site information which was not available to GEI at the time of this assessment may result in a modification of the conclusion stated above. This report has been prepared in accordance with generally accepted engineering practices. No other warranty, expressed or implied is made. It has been a pleasure working with you on this project. If you or the City of Salem Engineering Department have any questions about this report, please let us know. Very truly yours, GEI Consultants, Inc. Er 4 Ashle Project Geologist oseph G. Engels, P.E. Associate ECA/JGE:jkc Enclosures cc : Tito Harkness , AIA Tr� TABLE 1 - SOIL GAS SURVEY RESULTS Hutchinson Medical Center 333 Highland Avenue Salem, Massachusetts Estimated Absolute Measured Relative Concentrations of Measured Relative Sample Probe Concentrations of Identifiable VOCs ** Concentrations of N Depth Identifiable VOCs (ppb) (mg/m3) Other VOCs *** Fly Ash 1 5' Trace * Trace 2 4.51 Trace Trace 3 5' Trace Trace 4 5' Toluene 10 Toluene 3 Trace 5 5' Trace Trace Structural Fill 7 31 Toluene 77 Toluene 21 Trace Benzene 7 Benzene 2 TCE 17 TCE 6 8 31 Trace Trace 9 4' Toluene 555 Toluene 150 Trace Benzene 28 Benzene 6 TCE 49 TCE 19 I-A 2.51 Toluene 312 Toluene 84 Trace Benzene 65 Benzene 14 TCE 85 TCE 33 2-A 2.51 Trace Trace 3-A 2.51 Trace Trace 4-A 2.5t Trace Trace 5-A 2.5' Trace Trace Notes: * Trace equals less than 5 ppb. ** Based on the appropriate physical properties and gas equilibrium relationships using the gas chromatograph results. *** Less than 5 ppb as chlorobenzene. Measurements obtained in the fields using a Photovac 10555 portable photolonization gas chromatograph. Project 88089 GEI Consultants, Inc. April 8, 1988 T'Q(i CALLED N NORTH ® 5t LEGEND 75 SOIL GAS PROBE 3 2 4 LOCATIONS 1 C / ❑ ❑ ❑ ` COLUMNS T TYR ® 6,789 5a 2A 25 1a r--- 25'-1 100 0 10 20 _ Hutchinson Medical Inc. Hutchinson Medical Center SOIL GAS PROBE SCALE I" = 20' Salem, Massachusetts Salem, Massachusetts LOCATION PROBE GEI Consultan`s, Inc. Winchester - Massachusetu Project 88089 April 8, 1988 Fig, 1. Notes of Conference Job Meeting Notes Client . Tom McAuliffe Project : Puritan Professional Office Building Date of meeting : March 31 , 1988 P1ace,_o_f meeting ,-� k_333_Highland ..Avenue Salem, NA Present : Jim Ward John Clemenzi Tito Harkness Notes Prepared by : Tito Harkness Points of Discussion : 1 . Job Status: Underground plumbing work is complete. Electrical work: :is proceeding. Rough carpentry is proceding. 2. Soil gas tests were completed and reported clean. 3. Landscape proposals have been received, Jim will request a. proposal from Schumacher. 4. Flooring quotes are :in. 5. Window stools for first floor were included in Medford' s quote; -they will be. purchased now and stored in Hutchinson warehouse. 6. An S foot wade access panel for equipment will be left in the first floor lobby wall . This wall trust have a 1-hour fire rating for egress from the second * v floor even though the first floor may not be occupied at the time of building occupancy" 7. Tito spoke to Donna West ; plastic laminate colors and a final decision on the phone system are needed ASAP. Re. ectfUllyted, Tito Harkness cc Tom McAuliffe Jim Ward Steve Santry ' ' ' -~- U U TTTTTTTTTT S S S U U T S S ~~zw 11/��/�1� Ave. w�� !] U T S ��-�--~~-�--' ---- -- -'.� U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617~438^7755 UTS CYLINDER REPORT DATE 12-15-87 4 Salem Building Inspector Job " No . UTS 7995 Mr . Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 ----------------------`~--------------------------------`---------------- CLASS CONCRETE 30000 3/4» _ DRY WEIGHTS MATERIALS Cement Brand Name ^� Fine Aggr . Source Coarse Aggr . Source Admixture Brand Name � _ Admixture Brand Name r[� �� zc m� c Water Un zc°` - o r� '----_----------_,--_-----------__ _---,_.-_----'-_------- �---��----~�---- LOCATION OF CONCRETE REPRESENTED , A-5/ A-2/ A-3 / B-5 / B-1,v, C-11,21 ~ LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P. S. I . K485 6x12 28"27 19^00 11-17-87 11-24-87 7 2/58O K486 602 28"27 29^02 11-17-87 12-15-87 (2a` 3 / 360 - ------------------------------------------------------------------------- AIR CONTENT REMARKS : Cast by Others SLUMP 3 1/2« WET DENSITY CONCRETE TEMP" AIR TEMP" TRUCK NO. Satisfact,ry Unsatisfactory � TICKET NO . ' UTS OF MASSACHUSETTS , INC" Reviewed By / Michael ��§h | er [ Notes of Conference Job Meeting Notes Client : . Tom McAuliffe Projects Puritan Professional Office Building Date of meeting : December g 1907 P�lacer=o_f• meeting:ClA3;:3_High land F�venue Salem, MA Present Tom McAuliffe Jin Ward John Clemenzi Tito Harkness Notes Prepared by : Tito Harkness Points of Discussion ; I . Job Status: Grade beams are being poured Water and electric services are being installed. 2. Jim Ward wi. l. l send cabinet pricing to Tito. 3. The grating will be galvanized as specified. 4. Sloped steel shop drawings are' :in process„ 5. Waterproofing protection board is satisfactory as submitted, based on letter from NE Associates. b. A coordination meeting will be held with mechanical trade_, on December 31 , 1987 at the regular ,job meeting time. . Fte<.�fiectPr.r' 1 . Submitted, cc Tom McAuliffe Jim Ward S-t'ee'is r)t 1_y Notes of Conference Job Meeting Notes Client : Tom McAuliffe Projects Puritan Professional Office Building Date of i Beet:Ci ng i December 1.7, 1567 Place of meeting : 333 Highland Avenue. Salem, MA Present : Tom McAuliffe, Jim Ward John Clemen :i. Tito Harkness Notes Prepared by : Tito Harkness Points of Discussion : 1 . Job Status. Gr^ade beams arc-.+ being poured. Water and Electric services are in to within 60 feet of building. 2. Curbing is being priced. 3. Gone Pelletier is concentrating on the front parking and getting the hydrant :in. 4. The requisition was reviewed with Jim Ward; there is no requisition this month from Pelletier. 5. Cabinet pricing was reviewed with r Jim Ward; the Price, and cabinetwork drawing will be sent to Donna West at Puritan. � y ^ � 6" John Clemenzi will hold off on foundation waterproofing until just before backfill ( 2-3 weeks after pour ) . ' Respect rf l w Submitted, ~ Tito Harkness cc Tom McAuliffe Jim Ward 4 Steve Santry , - _ ` ` � saO | apqz ! N � �8 pana ! ^a8 ^3NI !..I It .: O SlD ^ON l]�3I1 LpsuD " ON U3O8l "6N]l 8IV / "JA]l ]l]83NO3 �1ISN]O l]M 6AOlS s�aq�O Xq 3 I� Pa��»daJ. � «N lN]lNO3 8IV ................................................................................................---..........................-........-.......-...............................................................................................................-- - 83 88-hT-T l8-lT-3T 88" 83 l3"83 3T:9 lT9N , 83 88-�T-T l8-lT-3T �8 ^83 l3 "83 3T:9 9T9N O6T '3 l l8-�3-3T �8-lT-3T �l"83 l3^ 83 3T:9 �T9N O]1S...l lSV3 lHSI]M V]8V ]ZIS ^ ON ]SV ]lVO ]lVO 8Vl aPpjS � O]lN]S]86]8 ]l]83NO3 �O HOIlV3Ol ------.........................................----... ....... ........... ..................................................................--...........................-......................................................................... azInoS Ja� pM ampN pupIJ,x ! mPV ampN pupj.8 anx ! mpV a��noS " �bbV asApo3 ` az�noS ampN pup�8 �uama3 .1. J.. S1HSI]M �� - nh/2 �0OO2 ]l]83NO3 SSVl2 ---.......................-.............................. ........ ..............---........................................ ...........-........ ..........................................-..............................................................-- , Ol6T0 VN 'III a | pS zolzpj�uo3 uaazS ma | pS auO " bP | 8 | puo ! ssa�ojJ up� ! �nJ �za� o�6 �66l SlD " oN " q«r J li« ! p | ! npS OT l8-�3-3T ]lVO l8OJ]8 8]ONIl�3 SlO 9 sll-82h-lT9 O8T30 VN 'mpqa«».1S /aupl uosp�pqz ! 8 s SSS l OOO S S l O O S l O D ^3NI 'Sll]SDH3VSSVH J.c) S S S l O O S l O O -- S S S lllll1llll O D U U TTTTTTTTTT S S S U U T U U T S ------'-� --�-~~� U U T S' S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 12-23-87 5 Salem Building Inspector Job . No . UTS 7995 Mr " Steve Santry Project Puritan Professional B | d9 ., One Salem Green Contractor Carr Enterprises Salem, MA 01970 -`---------------------`------------------------------------------------- CLASS CONCRETE 30000 3/4" - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aqqr " Source Coarse Aggr ., Source Admixture Brand Name Admixture Brand Name Water Source ------------------------------------------------------------------------- LOCATION OF CONCRETE REPRESENTED : Pile caps A-1 / D-1 / D-5/ A-4/ D-4 LAB DATE DATE AGE NO . SIZE AREA WEIGHT CAST TESTED DAYS P^ S. I , K482 602 28 . 27 28.75 11-25-87 12-2-87 7 2/ 480 K483 602 28"27 28 ^ 81 11-25-87 12-23-87 28 4 /600 K484 6x12 28"27 28.75 11-25-87 12-23-87 28 4 / 240 - ------------------------------------------------------------------------- AIR CONTENT REMARKS : Cast by Others SLUMP N/A WET DENSITY CONCRETE TEMP. AIR [EMP. TRUCK NO ., Sat isfaUnsatisfactory TICKET NO. UTS OF MASSACHUSETTS / INC" Reviewed By : Michael Desh | er /- �/ (�r~/~ U U TTTTTTTTTT S S S U U T S S '"/' U U T U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438~7755 UTS CYLINDER REPORT DATE 12-26-87 6 Salem Building Inspector Job . No . UTS 7995 Mr " Sfeve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 --'------^^------^--------------~~-----~^-------~`-------^------`--^----- CLASS CONCRETE 30000 3/4» - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr ^ Source Coarse Aggr " Source Admixture Brand Name Admixture Brand Name Water Source ------.^-------.--------~--------~--------``--------^'------~.-^-------.- LOCATION OF CONCRETE REPRESENTED : Elevator slab and pile cap 4-C LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . K490 6x12 28.27 29,50 11-27-87 12-4-87 7 3/080 K4 6x12 28"27 29. 56 11-27-87 12~26-87 2|9 4/600 K4�� &x12 28.27 29.44 11-27-87 12-26-87 2 ` 4/700 - -� ' � -- v < — -- o� c� w �^ ~ _ -~'-------`^--------~---------~^---------`----------~^-^------`---------` AIR CONTENT N/A REMARKS : Cast by Others SLUMP WET DENSITY CONCRETE TEMP" ' AIR TEMP" N/A TRUCK NO `� " Satisf�ptory Unsatisfactory TICKET NO. UTS OF MASSAC SETTS / INC" Reviewd BY : Micsh | er Notes of Conference Job Meeting Notes Client : Tom McAuliffe Project : Puritan Professional Office Building Date of meeting : Dcember 31 , 1987 Place of meeting : 333 Highland Avenue Salem, MA Present Jim Ward Joan Clemenzi. Tito Harkness Notes Prepared by : Tito Harkness Points of Discussion : ie Job Status: Rear foundation wall is being formed, Pour is expected on Jan 5, Rip rap wall at rear is being started 2. Mise. Iron shop drawings were reviewed. 3. Steel studs/drywall :issuers were reviewed; cuts on studs are required before action on Excelletter of 12/19/67. Coordination Meeting : 4. The following zones were established for mechanical work above the ceiling : n�. ^ 87 ,8" to 91 -8« ceiling and lights 9` -8v to 10` -6« sprinkler runs 10` -6^ to 12` -6" HVAC ^ The above are general guidelines only ; mechanical subcontractors are responsible for coordination with othertrades and varying ceiling heights where shbmn on plans. 5, Sprinklers: Metro Swift will verify requirement ` from Fire Chief for how far 8o sprinkler - line should run to building" ` 6. Plumbing : Roof drain at rear canopy will move as close to building mall as possible and rain leader will he insulated. Tito will check size of main roof drains for new layout" , Main Vain leader riser will come down mechanical chase. Soil risers will follm columns as shown. 7" HVAC: lmeco tomer to be submitted is model 13~2. Jim Ward will send new HVAC plans to Central Electric for coordination and changes due to new layaouts, equipment, etc. Res eCtf ll � Tito Harkness cc Tom McAuliffe Jim Ward Steve Santry ' ^ ^ ^ U U TTTTTTTTTT S S S U U T S S -~ 3-5 1,41yel U U T S � U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 12-30-87 11 Salem Building Inspector Job . No . UTS 7995 Mr . Steve Santry Projecf Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem , MA 01970 ------------------------------`------------------------------------------ CLASS CONCRETE 30000 3/4« - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr " Source Coarse Agqr , Source Admixture Brand Name Admixture Brand Name Water Source ----------------------------------------------------------------------`-- LOCATION OF CONCRETE REPRESENTED : Elevator Pit LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. T . N612 602 28 . 27 29,56 12-23-87 12-30-87 7 3/ 220 N613 012 28 .27 29" 44 12-23-87 1-20-88 28 N614 602 28"27 29.56 12-23-87 1-20-88 28 - ------------------------------------------------------------------------- AIR CONTENT Not Reported REMARKS : cast by Others SLUMP WET DENSITY CONCRETE TEMP ., AIR TEMP . TRUCK NO " sat isfa"/ory Unsatisfactory TICKET NO. UTS OF MASSA TS / INC" Revieued K�' By ! Michael Deshler I~ U U TTTTTTTTTT S S S --�~ U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC. U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham, MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 01-05-88 8 Salem Building Inspector Job " No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem; MA 01970 ----------------------------------------------^----------`--------------- CLASS CONCRETE 30000 3/4o - DRY WEIGHTS MATERIALS Cement Brand Name Fine A9gr " Source Coarse Aggr " Source Admixture Brand Name Admixture Brand Name Water Source --------------------^'--------------------------------------------------- LOCATION OF CONCRETE REPRESENTEV Grade Beam 1 Line A to D/ A Line 1 to 3"5 LAB DATE DATE AGE NO . SIZE AREA WEIGHT CAST TESTED DAYS P"S, I " M390 6x12 28"27 29" 19 12^8-87 12-15-87 7 2 /48O M391 6x12 28.27 29. 19 12-8-87 1-5-88 28 3/ 710 M392 602 28"27 29" 19 12-8-87 1-5-88 28 3 / 710 ` ---------`--------------------------------------------------------------- AIR CONTENT Not Reported REMARKV Cast by Others SLUMP 4" WET DENSITY CONCRETE TEMP" AIR TEMP " N/A TRUCK NO ., Satisf ory Unsatisfactory TICKET NO . J UTS OF MASSACHUSETTS/ INC" Reviewed By : Michaey 02sh | er ^ U U TTTTTTTTTT S S S U U T S U U T S -- U U T S S S Of MASSACHUSETTS/ INC. U U T S U U T S S UUU T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 01-06-88 7 Salem Building Inspector Job . No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 --`----------`------------`-----`--------------`------------------------- CLASS CONCRETE 30000 3/4n - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr " Source Coarse Aggr " Source Admixture Brand Name Admixture Brand Name Water Source ------------------------------------^------------------------------------ LOCATION OF CONCRETE REPRESENTED , Retaining ua | { footing on A Line 4 to 5 Line LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P"S" I ^ M399 6x12 28"27 28"88 12-9-87 12-16-87 7 2 /410 M400 602 28,27 28"81 12-9-87 1-6-88 28 3/570 M401 602 28"27 28"81 12-9-87 1-6-88 28 3/400 - ^-----`-----------------------------------------------------------`------ AIR CONTENT REMARKS : Cast by Others SLUMP 4" WET DENSITY CONCRETE TEMP" 60 AIR TEMP" N/A TRUCK NO. Satisfacto« ! Unsatisfactory TICKET NO. UTS OF MASSAC ETTS / INC" Reviewed By : Michael Eesh | er U U TTTTTTTTTT S S S U U TS S U U T S - U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 01-13-88 12 Salem Building Inspector Job " No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 u �_ ------------------------------ ---------------------------� .--��------........... - � M ry 10= CLASS CONCRETE Not Reported C- mn D a` - DRY WEIGHTS MATERIALS i ` _ � Cement Brand Name r"-� no �� o c� Fine Aggr . Source ' cr rn Coarse Aggr " Source Admixture Brand Name co � p* Admixture Brand Name Water Source ------------- _------------------------------ _------------------- _------ LOCATION OF CONCRETE REPRESENTED : Front Wall from 3.5 to 5 Line from "A» to "Bn 5 level . LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P. S . I . P243 602 28^ 27 28.25 1-6-88 1-13-88 7 3/890 P244 6x12 28"27 28"25 1-6-88 1-20-88 14 � P245 �x12 28.27 28" 38 1-6-88 2-3-88 28 P246 602 28,27 28"38 1-6-88 2-3-88 28 ' - ------------------------------------------------------------------------- AIR CONTENT REMARKS : ***Cast by Others*** SLUMP WET DENSITY CONCRETE TEMP" AIR TEMP" TRUCK NO . Satisfactory Unsatisfactory TICKET NO . UTS OF MASSACHUSETTS / INC" Rev ieued BY : Michael Desh | 10 U U TTTTTTTTTT S S S " U U T S S /Z U U T S -- --^ U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S UUU T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 01-14-88 10 Salem Building Inspector Job . No . UTS 7995 Mr . Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem/ MA 01970 ------------------------------------------------------------------------- CLASS CONCRETE 30000 3/4n _ DRY WEIGHTS MATERIALS � Cement Brand Name CID ^� Fine Aggr " Source Coarse A9gr . Source Co^` r- Admixture Brand Name »° {�` � Admixture Brand Name �o n Water Source -------------------------------------------------------- ---------��---- LOCATION OF CONCRETE REPRESENTED : Grade Beam D Line from 1 "5 % 3"5 LAB DATE DATE AGE ~ NO . SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . N615 6x12 28 "27 28"75 12-17-87 12-24-87 7 2/ 190 N616 012 28. 27 28 .81 12-17-87 1-14-88 28 3/360 N617 6x12 28" 27 28"88 12-17-87 1-14-88 28 3/ 250 - ------------------------'------------------------------------------------ AIR CONTENT Not reported REMARKS ! Cast by Others SLUMP WET DENSITY CONCRETE TEMP" AIR TEMP. TRUCK NO. Satisfa ry Unsatr isfactoy TICKET NO. J' " UTS OF MASSAC TS/ INC, Revieued � V�� By : Michael D« sh | er S Notes of Conference Job Fleeting Notes Client ; Tom McAuliffe Project : Puritan Professional Office Building Date of meeting . January 14, 1988 n rt Place of meeting . _- 333 Highland Avenue i Salem, MA rrn ry -V Present : n. Jim Ward F: ti John Clemenzi Tito Harkness � Notes Prepared by . - Tito Harkness Points of Discuss:ion^ 1 . Job Status: Front wall (second half ) is being formed. Pour is now scheduled for tomorrow. J1% Steel is scheduled for Monday or Tuesday ; erection will begin on lower end, and not on front wall until it is sufficiently cured. x: Jn 2. Drywall contractor Kevin Ricardelli was at the �. meeting to discuss curtain wall stud gauges and detail g . Second floor studs will be 16 gauge SJ type studs. First floor will be 16 gauge Si type studs. Drywall will be carried up to 10' -0" min. on inside of exterior walls. ^ suom,rreo ro arcnirecT " ` � � All the above are contingent on submission and ^ approval of actual stud properties" ^ J 3" Joint end reactions requested by John Buhl are as � follows., , 22 K7 Joists: 6875 - 18 K4 Joists: 4105 John Buhl should submit a sketch for field � u modification of Joist ends. ` 41 Oak rub rail will be of 1v ( nom) oak, and butt to \ door jambs. Rail will run continuous on both sides of main corridor and in lobby. (NOTE: rail at inside of entry glazing should be 2' stock. ) ` ^ �� . � Rub rail should also be provided at 1st floor lobby . ,^ and entry glazing. ^ ' Windom sills will he 3/4» oak vener plywood with" � 1-1/2« edge band" ` n� Closets will be equipped as follows: 203 Shelf & pole 255 5 shelves 261 5 shelves v� 236 shelf & pole v: 260 5 shelves � 222 shelf & pole . 5^ Tito spoke to Donna Nest regarding Cabinetry � requirements; Puritan pants to add cabinets under ^ exam room counters, and will let us know the desired / configuration a meek from Tuesday" , ,! ` Respectfully Submitted, ' ' Y Tito Harkness � � cc Tom McAuliffe � Jim Ward � Steve, Santry � John Buhl .' ' � . ` ^ ' ^ � ' . ' , ^ � ` ti Notes of Conference Job Meeting Notes, Client ; Tom McAuliffe Project ,- Puritan rojectsPurit;:an Professional Office Building r Date of rrieetiruac �' x ,:January 7 1451:3 __ a_ __ Place of meeting ;, — 333 Highland Avenue Salem, MA Present ., 7 CO Torn McAuliffe Jim Ward - John Clemenzi Tito Harkness Notes Prepared by: Tito Harkness Points of Discussion ," 1 . Job Status; Rear wall is half poured, and curing under wraps with winter heaters. Steel is due on Jan 15. Next pour is scheduled for Jan 13. 2. Probes show concrete temperatures of 70750 degrees inside forms. J(y 3. Par joist drawings Have been submited to Carr, orst= copy only ; Jim is waiting for more copies; in the meantime he has verified that all corrections have been made. He will verify end reactions as requested by John Buhl . 4. Roof drain size for main roof is 6" with 'u" piping. -- Roof drain location will be per roof plan. ^ �^ 5" Tito will sketch handicapped toilets on first floor � so plumbing stub can be located accordingly b. Burns, - ^ 6" Front glazing pill be 20 -0« wide, at entry and ~' clerestory. � J VIP 7^ Slab at 2nd floor elevator hole will be formed w �th a � cold joint for ease of future removal " �. ` � v� ~ Respectfully Submitted, Tito Harkness ' � . cc Tom McAuliffe � Jim Ward � Steve Santry � John Buhl ' ^ � � � � � � � ' ^ Y 4; � � r^- ` � � � . � � � 'U � � . � � � � U U TTTTTTTTTT S S S U U T S S C-33 /// ,4 /y/l U U T S �~—' ` U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438~7755 UTS CYLINDER REPORT DATE 01-11-88 9 Salem Building Inspector Job " No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 ------`-------------------------~,---------------------^`--------^--------- CLASS CONCRETE 30000 3/4o - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr " Source Coarse Aggr ^ Source Admixture Brand Name Admixture Brand Name Water Source --------------------'^---------'----------~--`--------~~----------^`----- LOCATION OF CONCRETE REPRESENTED : Tie Beams B Line all , 2 Line/ all LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . M396 6x12 28"27 29"07 12-14-87 12-21-87 7 2/720 M397 6x12 28"27 29" 13 12`14-87 1`11-88 28 3/680 M398 6x12 28"27 29. 19 12-14-87 1-11-88 28 3/780 - ----------------~~---------`~~-~---------^--~~---------`-^--------------- AIR CONTENT REMARKS : SLUMP 4" WET DENSITY CONCRETE TEMP. 65 AIR TEMP" N/A TRUCK NO. Satisfa/ry Unsatisfactory TICKET NO. UTS OF MAS SETTS/ INC" Revieuechae |d � By : Mi �Ash | er U U I I I I I I I I I I S S S U U T S S U U T S �FJNdUP- U U T S S S Of MASSACHUSETTS, INC. U U T S' U U T S S U U U T S S S 5 Richardson Lane, Stoneham, MA 02180 617-438-7755 CONCRE:.TE. INSPECTION REPORT DATE. 01.--11--88 6 Salem Building Inspector Job No . UTS 7995 Mr . Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01.970 Conc . Co . ------------------------------------------------------------------------- CLASS CONCRETE CUBIC YARDS _ ]DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr . Source Coarse Aggr . Source Admixture Brand Name= Admixture Brand Name Water- Source? __.._---------.._.._._..__._.—........_.._..__._._.---------•-._..__..—...._..._...._..... 'PEST SAMPI_F:S L_GC;AT'f.GN Transportation of one set of cylinders cast on 1/6/88 to the lab for testing . (east by others) ---------------------------------------------------------------------------- Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr . % F.M. SAND F.M. C.AGGR. No . of Det'ermina'tions t8 Weights Adjusted to Compensate x1.00 a4 for Moisture 450 3/8'' Sand Co I ormetr i c Test 430 1./2'' e16 3/4'' REMARKS ; 48 V H4 1. 1/2'' INSPECTORS : U T S OF MASSACHUSETTS, INC. Plant— Reviewed Held-- C.M. By , Michael Deshlef U U TTTTTTTTTT S S 0 U U T S S � U U T S U U T S S 8 Of MASSACHUSETTS, INC. U U T S U U T S S U U U T SSS 5 Richardson Lame/ Stoneham, MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 01-20-88 7 Salem Building Inspector Job No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 Conc . Co " -----------~----------------------------~-----------------------------^ CLASS CONCRETE CUBIC YARDS - DRY WEIGHTS MATERIALS Cement Brand Name ' Fine Aggr " Source Coarse Aqgr . Source Admixture Brand Name Admixture Brand Name Water Source -----------------~---------------------`--� TEST SAMPLES LOCATION TransPortation of one set of cylinders cast on 1/15/88 to the lab for testing " - ---~~~~~~^------~~~~~~^~----------~-~~~~~^------------~-~~~~~~-^^--~----- Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr . % F.M. SAND F.M. C"AGGR" No . of Determinations to Weights Adjusted to Compensate 0100 04 for Moisture 050 3/8/' Sand Co | ormetric Test 430 1/2o 016 3/4» REMARKS : O8 1« 04 1 1/2" INSPECTORS : U T S OF MASSA S/ INC" Plant- Reviewed Field- S.B. By : Michael De�h �� Notes of Conference Job Meeting Notes Client : Tom McAuliffe Project : Puritan Professional Office Building Date of meeting : January 21 , 1988 Place of meeting : 333 Highland Avenue Salem,, MA Present: John Clemenzi Tito Harkness Notes Preparers by : Tito Harkness Points of Discussion . 1 . Job Status: Structural steel is being erected; frame is up to main roof. John Buhl will visit site next Thursday. 2. The rip rap at the rear slope needs to be laid at . a 1 : 1 slope to better resist soil pressure and to avoid hazards to persons from the top of the slope. 3. John C'lemenzi reported that New England Waterproofing requires 14 days curing time on concrete before waterproofing. k. Due to weight of I eco cooler, sleeper detail should be checked with John :Buhl . 5. Tom Sawyer from Comfort Asir stopped by the ,job; Tito later spoke to Dave Dalpe and the following were decided: . °~ '0r ^ Fresh air for the first floor will be brought in through an unused portion of the louver above the rear door, and ducted down the corridor for the length of the combustion air duct" ` Dave, as HVAC engineer for the job, will make a definitive statement about the fire damper question ' in the combustion air duct , and design the system accordingly. Respectfully Albert ( Ii o) Harkness ` cc Tom McAuliffe Jim Ward tr "--�` ` L�-�-^^~~^ ' , , ` ' U U TTTTTTTTTT S S S - - / U T S S //�� / AK �r~ ~ ///�'/7/�7�\7^ /7�k' , i U U T S U U T S S S Of MASSACHUSETTS/ INC. U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 0218O 617~438-7755 UTS CYLINDER REPORT DATE 01-20-88 11 Salem Building Inspector Job " No . UTS 7995 Mr . Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 `�---~~-----�-^-----~~---------^------^------~-----~~---c�---��----��----- � cc CLASS CONCRETE 30004 3/4// oo r orn � - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr " Source Coarse Aggr " Source Admixture Brand Name Admixture Brand Name ^ Water Source -------~~-------~^--------^-------^-------`~~-------``---------------'^^- LOCATION OF CONCRETE REPRESENTED : Elevator pit LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . N612 6x12 28"27 29"56 12-23~87 12-30-87 7 3/220 N613 602 28"27 29"44 12-23-87 1-20-88 28 3/360 N614 602 28"27 29"56 12-23-87 1~20-88 28 3/470 - ---------------~---------------^-----------------,,--------`,-^------------ AIR CONTENT Not Reported REMARKS : Cast by Others SLUMP WET DENSITY CONCRETE TEMP" AIR TEMP" TRUCK NO. Satisfactox</ Unsatisfactory ��, � TICKET NO. � UTS OF MASS' . .,H S/ INC. Reviewed By : Michael Deshler U U TTTTTTTTTT S S S . �~ U U T S - U U T S ��= `� �- ~ : U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617~438~7755 UTS CYLINDER REPORT DATE 01-20-88 12 Salem Building Inspector Job " No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 --------------------^-----------,~----------------- l��---- -� r`� ---~- ` CLASS CONCRETE Not Reported DRY WEIGHTS MATERIALS - �n� p Cement Brand Name swi r= Fine Aggr " Source n, Coarse Coarse Aggr ^ Source Admixture Brand Name Admixture Brand Name Water Source ----------''------------`''^'-------------~`------------^-~~-------------``- LOCATION OF CONCRETE REPRESENTED , Front Wall from 3"5 to 5 Line from nA" to ^Bn 5 level . LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . P243 6x12 28"27 28"25 1-6-88 1-13-88 7 3/89O P244 6x12 28"27 28"25 1~6^88 1-20-88 14 4/78O P245 6x12 28"27 28"38 1-6-88 2^3-88 28 P246 6x12 28"27 28"38 1-6-88 2-3-88 28 - ----^-`---------_,--~-----------~~-------------,-----------_^--^----------- AIR CONTENT REMARKS : ***Cast by Others*** SLUMP WET DENSITY CONCRETE TEMP" AIR TEMP. TRUCK NO. Satisfactovx/ Unsatisfactory � � TICKET NO. UTS OF MASS-AC S/ INC" Revieued J� `~' ` BY : Michael Deshler { TR J6 TS AA� hr7 ! G ;D rprises, Ltd. FEBt r39 M16 ISA&ndover Street �1� �i� 1F1➢� Date February 1 , 1988 SUITE Fo�,rgEETedTelv,32-5455960 CITY Or Sa` L'EM,11ASS gOST014 OI9S3-I2� Job Name Puritan Professional Bldg. ppSFIELD, hSA Location Salem, MA TO: Salem Building Department City of Salem One Salem Green - Salem, MA 01970 Submitted By ATTN' Steve Santry herewith . . . . . . .� We are sending you under separate cover .❑ For approval or correction . . . . . . . .El For final approval and distribution . . . . .❑ For correction and resubmittal . . . . . . .❑ u-r- Approved as noted . . . . . . . . . . . .El T - a For your co-ordination ❑ p' For compliance . . . . . . . . . . . . .� For your information . . . . . . . . . . .El Copies Drawings No. Date 1 10/6/87 Dept. Public Health Letter approving shielding 1 w., 10/ 15/87 Application for Registration of Ionizing Radiation Sources r ] 12/28/87 Invoice] Remarks: Zip, �O `�e�Os F� V 'S CAR Enterprises, Ltd. By James ar Vice Pr ident r liliWpp��^�n�i�i1��G•uNCivb./ 4. ' UrxeacGiue C Ce of Xzmta� 9e,x4 b 1 pp Michael S. Dukakis 150 U17xe�nanC A&ee6 ._ governor PhlllP W. Johnston Eleventh Floor Bod" 02111 Tel: 727-6214 Secretary r07J 727-2700 Oebonhommioionerh, M.D. October 6 , 1987 Commissioner Donna West Purtian Medical 500 LynnEield. St. Lynn, MA. 01904 RE: Shielding Design For Salem Radiographic Suite 333 Highland Ave . Dear -Ms. West: The Radiation Control Program has reviewed a shielding design con- sisting of floor plans, and physicist' s report. The Radiation Control Program is of the opinion that the submitted shielding design is drawn in conformance with modern radiological health practice and hereby approves it. Compliance with 105 CMR 120 . the Department ' s Radiation Control rules and regulations , require in. sub-chapter 120 .103 (b) and (c) that each person that intends to maintain a facility or acquire a source of ionizing radiation shall apply to the Massachusetts Department of Public Health' s Radiation Control Program to register the facility prior to acquiring , installing. or commencing to maintain the facility . The enclosed "Application For Registration Of Ionizing Installations" shall be filed with the Massachusetts Department of Public Health ' s Radiation Control Program according to the regulations outlined above . Sincerely, ROBERT M. HALLISEY, Dir ctor Radiation Control Program RMH/TOC/bb Enclosure : (1) 7 AFFLICAIIUd FOR h[GISIhAf1OW OF IUFILIH6 hAOlAlIOd SU08CLS I L L 1_...1__l__1 I_ _ __ IV.ST) (FIRST) MI S . RESPONSIBLE ' 1 r EEO M A FEE= 0 PERSON FACILITY NAME STREET ADDRESS _ IP CMINAME WN CODE p O NAME TELEPHONE II// // ( Q A. Now m.nY of the I011ovinp I.W.H..m.chlna NUMBER J(� / 5 / LYLf_L_t lu In9 coda III.bo DMowcllltY ..let N In.bellltyJ - = 01 Chlropnctot OT Podladtl ANY RADIOACTIVE MATERIALS NOT Ot Clinic 08 Pomhb MEDICAL O / THERAPY LICENSED BY THE U.S. tJ}{CLEAR 1•YES 03 Daniel OIIIc. OG R.dloloyl.l XRAY TUBES MACHIN E9 U �T Ot Educational Inst.10 V.t.dn.d.n REGULATORY COMMIS 1 Nl 2•NO OS Hospital 11 Omer.Sp.clly. DENTAL ANALYTICAL m // :4S Ph"lel.n X-RAY TUBES UNITS s7[ r/y SIGNATURE G"�>7 /✓` /C� TITLE iL/S/�1�:� //InQ SP� DATE :7z11 f" COMMONWEALTH OF MASSACHUSETTS.. RADIATION CONTROL PROGRAM C j INVOICE: REGISTRATION OF RADIATION SOUROqE . FACILITIES s. FACILITY•• RADIATIONSOURCES; S lug a 0 z a .� BILLING DATE DATE DUE AMOUNT DUE U U TTTTTTTTTT S S S °~ . U U T S S 4~ ��7 /7/c9^� ,4/q/ycY U U T S � U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 01-22-88 14 Salem Building Inspector Job " No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 ---------------------------------------- ----------------------------------- CLASS CONCRETE 30000 3/4o - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr ^ Source Coarse Aggr " Source Admixture Brand Name Admixture Brand Name Water Source ----------------------'-------------------------------------------------- LOCATION OF CONCRETE REPRESENTED : «B"5n to nD" Line on 5 Line 3.5 to 5 Line LAB DATE DATE AGE NO . SIZE AREA WEIGHT CAST TESTED DAYS P " S " I " P984 602 28.27 28^ 50 1-15-88 1-22-88 7 2/760 P985 602 23 , 27 28"75 1-15-88 2-12-88 28 P985 602 28^27 28 ^50 1-15-88 2-12-88 28 - ------------------------------------------------------------------------- AIR CONTENT REMARKS : **** Cast by Others **** SLUMP 4'/ WET DENSITY CONCRETE TEMP" 62 AIR TEMP . 25 TRUCK NO ., Satisfac y Unsatisfactory TICKET NO, /' UTS OF MASSACHUSETTS/ INC" Reviewed By : Michae | Des�| ~ v ,/� ` U U TTTTTTTTTT S S S ~ - . �� - � U U T S S �� w/c � U U T S U U T S S S Of MASSACHUSETTS/ INC. U U T S U U T S S U U U T SSS 5 Richardson Lane / Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 02`03-88 12 Salem Building Inspector Job . No , UTS 7995 Mr . Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 ----------------------------'-------------------------------------------- CLASS CONCRETE Not Reported - DRY WEIGHTS MATERIALS 77 Cement Brand Name tz Fine Aggr . Source �~ Coarse A99r " Source /^`c" c, Admixture Brand Name Admixture Brand Name rn^c s/ c� Water Source --------------------------------------------------------- ��---�=----=�---- LOCATION OF CONCRETE REPRESENTED : Front Wall from 3^ 5 to 5 Line from oA'/ to nBn 5 level . LAB DATE DATE AGE NO, SIZE AREA WEIGHT CAST TESTED DAYS P. S. I . P243 602 28.27 28. 25 1-6-88 1-13-88 7 3 /890 P244 6x12 28"27 28"25 1-6-88 1-20-88 14 4 / 78O P245 602 28" 27 28.38 1-6-88 2-3-88 28 5,660 P246 6x12 23 " 27 28"38 1-6-88 2`3-88 28 5/750 - --------------------------------`---------------------------------------- AIR CONTENT REMARKS : ***Cast by Others*** SLUMP WET DENSITY CONCRETE TEMP" AIR TEMP. TRUCK NO. Satisfactory Unsatisfactory TICKET NO. UTS OF MASSACHUSETTS / INC. Reviewed s-- a Notes. of Conference Job Meeting Notes:; Client : Tom McAuliffe Project ; Puritan Professional Office Building Date of meeting : February fr, 1988 Plaice of meeting ; 333 Highland Avenue Salem, MA Present.? Jim Ward John Clemenzi Tito Harkness Notes Prepared by ; Tito Harkness Points of Disr_ussiona 1 . Job Status: Steel is erected. Bolts and welds have been tested by UTS. Conduit to Hutchinson is installed. Power is complete on new poles. a. Root access hatch will move. to Janitor close=t and be framed with wood above roof deck; there will be no ceiling in Janitor closet, and a _;trip flourescent light. 3. Two sections of grating to Mechanical penthouse will be attached with w;ingnuts for maintenance access to cooler. 4. The width of the mechanical chase will be increased 4" ^^^ 5. Ceiling at stair may be acoustical at Carr' s option; Jim will verify. 6^ Admimture in slab will. be Daraset ; concrete will be 4000 #" 7" Tito will select a limited number of flooring samples for final selection by Puritan" ' S. Steps in rear riprap slope should be filled with loam prior to seeding. submitted, Tito' H `rkness cc Tom McAuliffe Jim Ward ' � ' ` ' � Notes of Conference Job Meeting Motes Client : c Tom McAuliffe Project ; , Puritan Professional Office Building Date of meeting : January. 28, 1986 Place o.f meeting 333 Highland Avenue Salem, MA Present : Jim Ward John Clemenzi Tito Harkness Notes Prepared by Tito Harkness Points of Discussion : 1 . Job Statuss Sloped steel is being erected. Rip rap is in process„ Electrical service is being installed on the pole by Mass Electric. 2. Slab is due to be poured the week: of the ath. 3. Requisition is pending Dan Coughlin'' s audit on Friday. 4. Price of radiology room wort; is approved; Carr will issue Change Order. 5. Conduit to Hutchinson will be in this week ; electrical services to both buildings must be coordinated to be installed at the same time. 6. Puritan wants to use leftover cabinet allowance for Dark room. cabinets and cabinetwork: in Business Area. 7. Key ng schedule is due from Builders' Specialties ; Tito will review and send to Donna West for confirmation. Re :itted, Tito Harkness; cc 'Torre McAuliffe Jim Warta tsilve san$ryl U U TTTTTTTTTT S S S ^ U U T S S -�. 233- 11/6116~ U U T S U U T S S S Of MASSACHUSETTS/ INC. U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617~438-7755 STEEL INSPECTION REPORT DATE 02-02-88 1 Salem Building Inspector Job No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 `~------^------------------------``^------`------------------------------ An inspection performed at the above mentioned site involved the torque testing of the bolted connections and the visual - inspection of the welded connections within the structure" The inspection revealed the following observations : | " The torque testing of the bolted connections was Performed by randomly testing approx . 15% of the bolted connections. The test revealed all bolts torqued with exception to the bolted connections on the sloped roof framing . 2. The visual inspection of the welded connections consisted of visually inspecting the bar joist to beam connections, briding connections/ metal deck and roof deck welds. This inspection revealed all welds complete, acceptable and in accordance with job specifications and AWS codes" - INSPECTOW S.A. minday + | hr travel U T S OF MASSACHUSETTS/ INC" Reviewed '� ^ / BY : Michael Desh | er /�� /k' U U TTTTTTTTTT S S S ^ U U T S S / U U T S —�—' - U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 02-12-88 14 Salem Building Inspector Job . No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg ., One Salem Green Contractor Carr Enterprises Salem, MA 01970 --`-----`-------------`-----------------`-------------------------------- CLASS CONCRETE 30000 3/4n . DRY WEIGHTS MATERIALS ~~� Cement Brand Name Fine Ag9r . Source Coarse Aggr . Source Admixture Brand Name " �" [D) zc A�|mixture Brand Name r-��/ r-� � nn Water Source -----------,'----------- -'------------------_---^--------��-. ---- �--- � � � ci; LOCATION OF CONCRETE REPRESENTED : oB"5» to "D'/ Line n 5 � o1ne <P,5 to 5 Line LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . P984 6x12 28"27 28.50 1-15-88 1-22-88 7 2 /760 P985 6x12 28.27 28"75 1-15-88 2-12-88 28 4/ 100 P985 6x12 28.27 28.50 1-15-88 2-12-88 28 4 /420 - --------`---------------------^-------------`---------------------------- AIR CONTENT REMARKS : **** Cast by Others **** SLUMP 4" WET DENSITY CONCRETE TEMP " 62 AIR TEMP. 25 TRUCK NO. Satisfac y Unsa+ isfactory TICKET NO. u� UTS OF MASSACH TS/ INC" Reviewed By : Mich ae | »�� er , * U U TTTTTTTTTT S S S U U T S S �-� U U T S U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 11-24-87 4 Salem Building Inspector Job . No . UTS 7995 Mr . Steve Santry Project One Salem Green Contractor Carr Enterprises Salem, MA 01970 -------------------`----------------------------------------------------- CLASS CONCRETE 30000 3/4« - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr . Source Coarse Aggr " Source Admixture Brand Name Admixture Brand Name Water Source -^----------------------------------------------`------------------------ LOCATION OF CONCRETE REPRESENTED : A-5/ A-2/ A-3/ B-5, B-1 / C-1 LAB DATE DATE AGE NO . SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . K485 6x12 28 .27 19,00 11-17-87 11-24-87 7 2 ,580 K486 6x12 28.27 19.02 11-17-87 12-15-87 28 ' - -------------------------------------- ------------------------------------- AIR CONTENT REMARKS : Cast by Others SLUMP 3 1/2/' WET DENSITY CONCRETE TEMP" ` AIR TEMP " TRUCK NO. Satisfac+o``� Unsatisfactory � � TICKET NO. " UTS OF MASSACHUSETTS INC,, Reviewed � � Q � '� By : Michael Desh |er '' ~ U U TTTTTTTTTT S S S U U TS S U U T S SS Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane, Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 12-02-87 5 Salem Building Inspector Job , No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem. MA 01970 ----------------^-------------------------------------------------------- CLASS CONCRETE 30000 3/4// - DRY WEIGHTS MATERIALS Cement Brand Name Fine A9gr , Source Coarse Aqgr . Source Admixture Brand Name Admixture Brand Name Water Source ------------------------------------------------------------------------- LOCATION OF CONCRETE REPRESENTED , Pile caps A-1 / D-1 / D-5/ A-4 / D-4 LAB DATE DATE AGE NO . SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . K482 602 28"27 28^75 11-25-87 12-2-87 7 2/480 K483 6x12 28"27 28.81 11-25-87 12-23-87 28 K484 602 28"27 28^75 11-25-87 12`23-87 28 - -----`--------------------^----------------------------`----------------- AIR CONTENT REMARKS , Cast by Others SLUMP N/A rcwP' AIR TEMP. TRUCK NO . Sa+ isfact / Unsatisfactory TICKET NO. UTS OF MASSACHUSETTS/ INC" Reviewed BY : Michael Desh |��0[ K" v * U V | | l | | lTTTT S S S U U T S S � U U T S U U T S S S Of MASSACHUSETTS/ INC. U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 0218O 617-438-7755 UTS CYLINDER REPORT DATE 12-01-87 3 Salem Building Inspector Job . No . UTS 7995 Mr . Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 -----`-^----~^------------~`-----~~----~^----^^----`-~---~~-----~^------- CLASS CONCRETE 30000 3/4o - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr " Source Coarse Aqqr " Source Admixture Brand Name Admixture Brand Name Water Source -------~------~-------`---------^------'-------------------^---------~--- LOCATION OF CONCRETE REPRESENTED : Pile caps 4~B/ D-1 / D~2/ D`3/ C-5 LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . K487 6x12 28"27 28"00 11-24-87 12~1-87 7 2/ 120 K488 6x12 28"27 28"07 11-24-87 12-22^87 14 K489 6x12 28"27 28" 13 11-24-87 12-22-87 28 ` ` ---~~^------~------~^------~~------~------~~^-----~`------`--------~----- AIR CONTENT REMARKS : Cast by Others SLUMP 3/' WET DENSITY CONCRETE TEMP" AIR TEMP" TRUCK NO. Sa+ isfa�Ttory Unsatisfactory TICKET NO. UTS OF MASSACHUSETTS/ INC" Reviewed By : Michael Desh | U U TTTTTTTTTT S S S U U T S S (39,3 1K1,9X/q1va1 50 U U T S ~^—�-�--- � U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 12-15-87 5 Salem Building Inspector Job No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg .. One Salem Green Contractor Carr Enterprises Salem, MA 01970 Conc . Co . ----~------^---------------------------------_--------------------------- CLASS CONCRETE CUBIC YARDS - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr " Source Coarse Aggr " Source Admixture Brand Name Admixture Brand Name Water Source -------^---------------^-------~----------^ TEST SAMPLES LOCATION TransPoration of three sets cylinders Cast B/ Others / one each on 12-8/ 12-9 and 12- 14-87 to the lab for testing . - ---~~-------`-------`-----------'-----------------------~--------`-^^---- Mois+ure in Sand % PLANT GRADATIONS Moisture in C. Aggr " % F.M. SAND F.M. C"AGGR" No . of Determinations 48 Weights Adjusted to Compensate QOO 04 for Moisture 050 3/8'' Sand Co | ormetric Test VO 1/2// 016 3/4o REMARKS : 48 04 INSPECTORS : U T S OF MASSACHUSETTS/ INC. Plant- Reviewed Field- D .L. By : Michae | Desh | erfrAID) U U TTTTTTTTTT S S S U U T U U T S ' U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 12-21-87 9 Salem Building Inspector Job " No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg ., One Salem Green Contractor Carr Enterprises Salem, MA 01970 ---'-`--^^-'^^-~----------------------------------------------^--'~-'--'- CLASS CONCRETE 30000 3/4n - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr " Source Coarse Ag9r , Source ' Admixture Brand Name Admixture Brand Name Water Source --------`~-'------^------------------------`-----^'-^'-'--~^-'--------`-' LOCATION OF CONCRETE REPRESENTED : Tie Beams B Line all , 2 Line/ all LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . M396 602 28"27 29"07 12-14-87 12-21-87 7 2/720 M397 6x12 28.27 29. 13 12-14-87 1-11-88 28 M398 6x12 28^27 29" 19 12`14-87 1-11-88 28 - --'------------------------~------^-^~^---------------------------------- AIR CONTENT REMARKS : SLUMP 4« WET DENSITY CONCRETE TEMP" 65 AIR TEMP . N/A TRUCK NO . Satisfa ry Unsatisfactor; TICKET NO. UTS OF MASSAC S / INC" Review By : Michae | De�h / er U U TTTTTTTTTT S S S U U T S S / U U T S ' U U T S S S Of MASSACHUSETTS, INC" U U T S U U T S S UUU T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 12-22-87 3 Salem Building Inspector Job " No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 -------------------`---`--~-------------------------^-------------------- CLASS CONCRETE 30000 3/4o - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr . Source Coarse Aggr , Source Admixture Brand Name Admixture Brand Name Water Source ---------------------`--^--------------------------`^-`------------------ LOCATION OF CONCRETE REPRESENTED : Pile caps 4~B/ D-1 / D-2/ D-3 / C-5 LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . K487 6x12 28"27 28"00 11-24-87 12-1^87 7 2/ 120 K488 6x12 28.27 28"07 11-24-87 12-22-87 28 4 /490 K489 602 28"27 28 " 13 11-24-87 12-22-87 28 4/ 530 - ---------'--~^-----------------------`-~-^------------------------------- AIR CONTENT REMARKS ! Cast by Others SLUMP 3« WET DENSITY CONCRETE TEMP" AIR TEMP" TRUCK NO. Satisfactory Unsatisfactory TICKET NO. UTS OF MASSA / INC. Revieued By , Michael Desh��r U U T | i | TTTTTT S S S ~_ U U T S S ^y " U U T S �~~�~---' ---- — ^ - U U T S S S Of MASSACHUSETTS/ INC. U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617^438~7755 UTS CYLINDER REPORT DATE 12-16-87 7 Salem Building Inspector Job " No . UTS 7995 Mr . Steve Santry Project Puritan Professional Bldg ., One Salem Green Contractor Carr Enterprises Salem, MA 01970 ----^`---`-----^^----^-----------^`----~'------^------------`-----`-~---- CLASS CONCRETE 30000 3/4o - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr ^ Source Coarse Ag9r " Source Admixture Brand Name Admixture Brand Name Water Source -----------^----~-----`--------------------------------------~-----^`---- LOCATION OF CONCRETE REPRESENTED : Retaining ua | | footing on A Line 4 to 5 Line LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . M399 6x12 28"27 28"88 12`9-87 12-16-87 7 2/410 M400 6x12 28 "27 28"81 12-9-87 1-6-88 28 M401 6x12 28" 27 28"81 12-9-87 1`6-88 28 - -----`-----'-----`--------------------------------~^--------------~^-^--- AIR CONTENT REMARKS , Cast by Others SLUMP 4o WET DENSITY CONCRETE TEMP, 60 AIR TEMP . N/A ^' TRUCK NO ., Satisfactory Unsatisfactory TICKET NO. UTS OF MASSACHUSETTS/ INC" Revieued By ; Michael DesNvl �� , U U ' TT [ .TTTTTT S S S ' U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC. U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 12-15-87 8 Salem Building Inspector Job " No . UTS 7995 Mr . Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 --~-^------`----------------------------------`-`~---------~-----------'` CLASS CONCRETE 30000 3/4» ` DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr " Source Coarse A9gr . Source Admixture Brand Name Admixture Brand Name Water Source --`-^------------------------'~-----------`~'----------`-^-----------'^-- LOCATION OF CONCRETE REPRESENTEDi Grade Beam 1 Line A to D/ A Line 1 to 3,5 LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I " M390 6x12 28"27 29. 19 12~8^87 12^15-87 7 2 /480 M391 6x12 28^27 29" 19 12-8-87 1^5-88 28 M392 602 28"27 29" 19 12-8-87 1-5-88 28 - ------------------------~-^---------^^------------------------^---------- AIR CONTENT N/A REMARKS : Cast by Others SLUMP 4o WET DENSITY CONCRETE TEMP" AIR TEMP. N/A ^� TRUCK NO . Satisfactory Unsatisfactory TICKET NO. UTS OF MASSACHU INC. Reviewed K � Y " �� BY : Michael Desh | ev' HUTCHINSON MEDICAL, INC. 333 HIGHLAND AvE., SALEM, MA 01970 (817) 741.1770 592.5812 December 2, 1987 Dear Gentlemen: Please accept this invitation to attend a ground breaking ceremony of the medical office building being constructed at 329 Highland Avenue, Salem at 11:00 a.m. , Thursday, December 17 , 1987. This building will accomodate The Puritan Medical group as well as other allied health care professionals. Inclement weather date - December 22, 1987, 11: 00 a.m. Very tr y yours, L Thomas L. McAuli fe President TLM: jen ca r 2 + y Cn f � _ !D r :d7 LJ' U U TTTTTTTTTT S SS U U T S S �- AX e »~~ '�^-, '' � U i1 T S SS Of MASSACHUSETTS, INC" U U T S U U T S S UUU T SSS 5 Richardson Lane/ Stoneham / MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 12-01-87 4 Salem Building Inspecto) Job No . UTS 7995 Mr . Steve Santry Project Puritan --' ona | Bldg . One Salem Green Contractor Carr Ent- �s Salem, MA 01970 Conc . Co " o -------`-------------------------------------------`-- -(�*----��-~-- CLASS CONCRETE CUBIC YARDS - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr " Source . Coarse Aggr . Source Admixture Brand Name Admixture Brand Name Water Source ----------------------------------------------------------------------- TEST SAMPLES LOCATION Transportation of four sets of cylinders cast on 11-24/ 11-25/ 11-27/ and 11-19-87 to the lab for testing . (cast by others) - -----------~---------------------------`--------------------------------- Moisture in Sand % PLANT GRADATIONS Moisture in C. Aqgr . % F. M. SAND F. M . C"AGGR , No . of Determinations 08 Weights Adjusted to Compensate 0100 04 for 050 3/81, Sand Co | ormetric Test 030 1/2» 016 3/4'` REMARKS : 08 1 ' 04 1 1/2o INSPECTORS : U T S OF MASSACHUSETTS/ INC" Plant- Revieued Field- J .A. By : Michael Desh | e`� K �y �� " ', --- - U U TTTTTTTTTT S S S U U T S S U U T S U U T S S S Of MASSACHUSETTS/ INC. U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 12-04-87 6 Salem Building Inspector Job . No . UTS 7995 Mr " Steve Santry Project Puritan Professional Bldg .. One Salem Green Contractor Carr Enterprises Salem, MA 01970 ---------------------------------------------~-----~-~-`~----^~---------- CLASS CONCRETE 30000 3/4n _ DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr ^ Source Coarse Aggr ^ Source Admixture Brand Name Admixture Brand Name Water Source ------^~-----------~---------'--'--`--'''-------------------------------- LOCATION OF CONCRETE REPRESENTED , Elevator slab and pile cap 4-C LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. I . K490 6x12 28"27 29 ,50 11-27-87 12-4-87 7 3/O8O K491 6x12 28 .27 29.56 11-27-87 12-25`87 28 K492 6x12 28.27 29. 44 11-27-87 12-25-87 28 - -------~~-`^-~^~^``~~-^^^------`--^^----^-------------------------------- AIR CONTENT N/A REMARKS : Cast by Others SLUMP WET DENSITY CONCRETE TEMP" AIR TEMP " N/A � TRUCK NO. Satisfagtory Unsatisfactory TICKET NO. UTS OF MASSAC SETTS, INC" Reviewed By : Mich el lU��h | er NEIL A. GAETA Radiation Protection Specialist Certified by American Board Health Physics 35 GROVE STREET, MEDFORD, MASS. 07155 (617) 48&7081 May 31 , 1988 Donna West Conlon Business Manager T Puritan Medical Center 500 Lynnfield Street Lynn, Massachusetts 01904 Dear Donna : Enclosed please find the shielding design for the _T mammographic x-ray suite at 333 Highland Avenue, Lynn, f^ C,.1. r- Massachusetts. The design is based upon the information that w`as c� provided to me, and the As Low As Reasonably Achievable (ALARA) radiation protection principle. The design meets the rules and recommendations of the Massachusetts State Health Department, Office Radiation Control and the NCRP Report No. 49. Please read the notes on the shielding form. The shielding form and room plan for the suite(s) will be submitted to: Massachusetts Department Public Health Office Radiation Control - 11th Floor 150 Tremont Street Boston, Massachusetts 02111 Attention: Robert Hallisey, Director Please call if there any questions and I shall give them immediate attention. Sincerely yours, Neil A. Gaeta Certified Health _ Physicist -enclosures cc: MDPH/ORC , R.Hallisey, Director T. Harkness, AIA S. Santry, Salem Building Inspector Room Wall Adjacent Use D/S Distance W U T P mmPb Specify/Reasons ®estgtn Basis a i kyr rnsiv C,0 ablo . C , 5D V� 1 %%4t•e r w � A Exatno Roo... S . ` fit ZSD I t aol <.t 2 sttee4s o� s/®1, D.rOcroowe c, ,ct 5 9 2SD StNee�s OC S/el zrYw�oolove S ,+ i ! 0A1 4C.1 sk eek rock (L �SQe watts. 1 C Corr;Joi 5 10 $t 2 1 '/4 0.0O Z slee{s of Ye" (Sl t le Z, 1 &oro tc Soli) caR O u+o cl oo� [' Cnr. ;�o. 5 5 �¢ Z5ro I °'14 0.01 . I zsde. e$ s/erl -,%,e,&+roc.k i Floor Cootc+e ala o rMJa. -C> o (eac o�� re lead .le i� No s: (IA Hao(.A%vc ®/�1 1 OLW*-1 i+ow +r s � 4-*o~� W t( �prea $lw fog. w�a�tl� jrV u , 'l at( c 4 dQ 51 ;��.�la� j lt 10 K ra-6.,- "atsc. D"T t'c 09 , e C. ,B,sl.o�) aAA oatlI 4 , k sp l� 1 u Ise�. �� Eta 4l� lk�;u5 la.`tl„ 5+ � 25� roY.e 4� S ee� 0 Pa t � SHIELDING FORM Pvri %A ire a e+A aero v%C NEIL A. GAETA Sbo Ly,n~ el C�N-+ot Radiation Protection specialist L +nn MA omA 5-10-88 Certified by American Board Health Physics P�`�; `� tom`^G Rev I 333 (jiSln�awd R 35 6fOVf GTRifT,MGDiORD,MASE.03153 um see-voel Sa �,/A 1 r 0 Zoe \AA , Al y EQUIPMENT KEY 1. Alpha III Ma>ffiography System i ELECTRICAL 230 VAC, single phase / , \\ j I l.•+7 _ 30 Amps l� �t \ OI, •r Wall Plug, Hubbell Cat 02700, 2710 RADIATION PROTECTION SPECIALIST E�A+A Fi]D ;},I &A-U06"hl I Certified Health Physicist Neil M. Gaeta 35 Grove Street I Medford, MA 02155 Tel. 0617-488-7081 A 1 „ - PURITAN MEDICAL CENTER, INC. 500 Lynafield Street Lynn, MA 01904 .rw,evm�n • DAM- .......... A amen f ... n.e�nao wrna ^� x�� ^ Notes of Conference Job Meeting Notes Client : Tom McAuliffe Project : Puritan Professional Office Building � v' Date of meeting : June 9, 19G8 Place-oƒ-meeting" ^JHighland��.��_�_� Salem, MA Present : mr; Tom McAuliffe n UD Jim Ward n � John Clemenzi Tito Harkness v, c� Notes Prepared by : Tito Harkness Points of Discussion ,. 1 " Job Status: Windows and glazing are installed" Drywall is proceeding. Final grading is proceeding. Masonry isi nearing completion. 2" Jim Ward will "rice a treated mood guard rail at rear slope: it was agreed that a guard rail is needed. ' 3" Drivit color to be Sandalwood Beige color # 18" 4" Brick control joint caulking color will be Redwood # 403. 5" Drawers in business office are to be deleted" -, 6" JimWard will check on status of carpet pricing vs" allowance. 7" Stain color for interior oak will he SW English 0 .k ^ B. HVAC items were discussed with Dave Dalpe" He will rearrange electric box previously noted ; also, the rigid connections at the return side of the heat pumps me accepted ill b t d provided that the Comfort Air letter is clarified to include a warranty that no perceptible noise or vibration will result from the existing installation" 9" The Salem Fire Prevention officer requested the � following modifications to the oil piping and tanks: / Replace copper tubing to, boiler and HW heater with new installation at perimeter of room protected by steel pipe. Move oil tanks out 1 ' -0" and separate each by 4» ^ Repipe oil fill lines. Verity gauge of oil tanks, scrape and repaint rusted areas, Verify draft at boiler flues" Reconfigure fills and vent on exterior of building ; stagger fills, extend only the vent to 2' ~0" beyond window above. Remove unistrut" Re /Cubmi tedv Tito Harkness cc Tom McAuliffe Jim Ward w91eve Santry ^/ Notes of Conference Job Meeting Notes Client : ` Tom McAuliffe / Project : Puritan Professional Office Building Date of meeting : June 2, 1988 P e~of~meet'tng: iA�J.^HLighland�A��u�_.-J Salem, MA c_~ Present : � Tom McAuliffe Jim Ward ,n John Clemenzi mom rx/ Tito Harkness ��rn CO � Notes Prepared by : Tito Harkness * c� !* sAP - Points of Discussion : 1 " Job Status: Masonry is proceeding Drywall is proceeding, 2. The outflow pipe at the riprap mall mashes out the gravel bedding around the riprap; John will parge in between the stones with concrete to prevent this from occuring" ' 3. The painted phlebotomy pass-through from Medford will be ordered, along with the Bobrick urine pass-through. ' 4, Pencil drawers in the Business Office will cost 75" 00 each from Medford; Donna will provide these separately as prefabricated units. 5^ The letter from Neil Gaetta shows an incorrect address; he will correct this, clarify that two �/ layers if drywall means one layer on each side of studs, and send letter directly to Steve Santry. 6" The oil fill lines on the exterior of the building should be reconfigured so that they are less conspicuous; a flat area will be provided under them for the oil man to stand on, at the request of the fire prevention officer" ` ResPectfulIV submitted, " Tito Hirkness cc Tom McAuliffe Jim Ward 45-teve Gantry ' r yL ' . rsw:° � ��I�ltutilt�_�aarl FORM A - DECISION December 22 , 1986 Ms. Josephine Fusco Citv Clerk city Hall Salem, HA 01970 Dear Ms. Fusco: - At a regularly scheduled meeting of the Salam Planning Board held on December 18, 1986 it was voted to endorse "Approval Under Sub- - division Control Law Not Required" on the following described plan: 1. Applicant: Nondos Lagonakis - - - - - - '' - 11 Bridge Street - Salem, MA 01970 2. Location and Description - Land known and numbered as 329 and 33! Highland Avenue which is a vacant tract of lard abutting the- Hutchinson Medical Center property on the south -and east , containing a little over 4 AC of land. Deed of property records in Essex South District. Registry. Sincerely, Walter power r Chairman / WP/sm �j r S UROF y LU /riiDE G_EJ 7 allLY 7, COU2T 1.US,7;,W /SUS /9$6 . CRE TE €R, TY V 7/2UST ,� - LOT 6 76 m C£27 99499 � es��D s3�°S2ioE�. 3 o - o - S35°p C'er1`-392vq • 3OO. Zq ' -• � .. � ce CFD) pi Az � . d 3 L av moo° N`35o2BS0. lN r? °3S°zg6O"E-> o ` er m" v ro ,i �" �� SL LOT 678 "SI + - 07' ed N N=3Gl2� SF 3 y2 QQ PH $� i'1C vc AULlFGE � •.� � CF VI -c-a. (Oro.) a..._ LOT ! .;o,a; Z fi 7O12 ECCH T.2U jT ._ ph-in ,'• C.C. i%8O 2 - 31 �B.Cfa) cCeT 4oG 35 �.c.o. +V07'E_FP,2CEL H f LO r(; 78 TO aE iOLC 7-0 OCr V6,P Or' LOT C. 72 TD ioRf1 )NE COVrIGUOU$ LO,>, A?CrL CS : LOT 6 1-6 49e5: " "0 F0,2H•O.<iE CO,U T/6000S L o 7r, //JG R. . - - 4 ,n - P LOTS G 73 f, 6 74 S//�ws.I rt/ , Zbolvis1r)) C0/tri?0C" C.C. PL�'U 111502 F y 'u = %V vol REQUIR60 a C `r ` z i ^- t[ "'.�,: - - - ,��`� � -� �;, fr•1�� tea +D > Titu of S 1Pnt, r[ ssttrJ� sats � �4 _ Ic�YtYttYi� Uoarb sk'°^ C Ytf M1PIYt GrEPYt TO: Richard T. McIntosh, Building Inspector FROM: Planning Board RE: Request to erect a sign at 329 Highland Avenue (Salem Imports) DATE: November 20, 1984 At a regularly scheduled meeting of the Planning Board held on Thursday, November 15, 1984, the Board voted, by a vote of five in favor, none opposed, to approve the erection of a free-standing sign at 329 Highland Avenue, subject to the following conditions: 1. The height of the bottom of the proposed sign shall be no taller than the top of the ledge present on the site. 2. The total size of the sign shall be no more than 4' in height and 20' in length. It was the consensus of the Board that these conditions integrated in to the design of the ptoposed sign would be a complementary and har- monius synthesis of signs and architectural features. Sincerely yours, Walter B. Power, III Chairman dey TRANSMITTAL CARR Enterprises Ltd. 460 Boston Street Suite Four Topsfield, MA 01983 Date July 7, 1988 Tel. 887-3519 — ---_- - 532-5455 lob Name PURITAN PROFESSIONAL BLDG. ,1 Location Salem, MA TO: SALEM FIRE DEPARTMENT 48 Lafayette Street Salem, MA 01.970 Submitted By ATTN: Inspector Norman LaPointe LOWELL CARPETING, INC. We are sending you herewith . . . . . . .� under separate cover .❑ For approval or correction . . . . . . .❑ For final approval and distribution . . . . .❑ For correction and resubmittal . . . . . . .❑ - Approved as noted . . . . . . . . . . . .El _ For your .co-ordination . . . . .. . . . .❑ GAJ - n='. For compliance . . . . . . . . . . For your information . . . . . . . . . . .El v • CXJ Copies Drawings No. Date 1 /31/87 Test Results for Shaw Imt 30 Carpet as b Certifie PacP performed 1 5/1/87 Test Results for J.P. Stevens Incumbent Carpet as performed by Commercial Testing Co. Remarks: cc w/Enclosure: Steve Santry, Salem Building Department John Clemenzi, Superintendent CARR Enterprises, Ltd. Tito Harkness, Architect By James J. Ward, Vice President M NATIONAL BUREAU OF STANDARDS C E RT! F 1 E D 7e44cf LABORATORIES, Inc. PHONE:(404)226-1400 • 1105 RIVERBEND DRIVE • P.O.BOX2041 • DALTON,GEORGIA 30722-2041 CARPET LAP NO.0108 REPORT OF TEST NUMBER 41404 August 31, 1987 CLIENT: Shaw Industries, Inc. Lab. Test No. 6420430018 P.O. Drawer 2128 Dalton, GA 30722-2128 SUBJECT: Carpet sample submitted and identified by client as "50030 IMPACT 1301 (42787-33)". SMOKE DENSITY (NBS) Smoke density tests were performed as directed in ASTH Test Method E 662-79. The results of testing are as reported below. . Detailed data are attached hereto. Operating Conditions Radiometer Output: 8.1 MV Irradiance: 2.5 watts/sq. cm. Furnace Voltage: 122 V Burner Fuel: Propane Pressure: Positive Under Three Inches Of Water TEST RESULTS Flaming Mode Non-Flaming Mode Average Average Corrected Maximum Specific Optical Density ON (Corrected) 178 232 Specific Optical Density (DS) At 4.0 Min. 188 67 For CERTIFIED TESTING LABORATORIES, INC. J r :, 6 e s i d e n t 1p OUR LETTER" AND REPORT" APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS. THESE LETTERS AND REPORTS ARE FOR THE USE ONLY OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND THEIR COMMUNICATION TO ANY OTHERS OR THE USE OF THE NAME OF CERTIFIED TESTING LABORATORIES, INC. MUST RECEIVE OUR PRIOR WRITTEN APPROVAL. THE REPORTS AND LETTERS. AND OUR NAME. OR OUR SEALS, OR OUR INSIGNIA ARE NOT UNDER ANY CIRCUM- STANCES IRCUM STANCES TO SE USED IN ADVERTISING TO THE GENERAL PUBLIC. NATIONAL BUREAU OF STANDARDS CERTIFIED 7G�� LABORATORIES, Inc. MAq PHONE:(404)226.1400 R 1105 RIVERBEND DRIVE R P.O.BOX2041 P DALTON,GEORGIA 30722-2041 CARPET LAP NO.0108 ATTACHMENT TO REPORT NUMBER 41404 Flaming Mode Chamber Temperature (Start) 1000 F 1000 F 1000 F Specimen Number: _3_ 2_ . _3 Ava, Minimum S Transmission (TM) 3.3 2.2 3.2 2.9 Time To Attain TM (Minutes) 2 3 3 2.7 Maximum Specific Optical Density (DM) 196 219 197 204 Clear Beam (DC) 25 26 26 DHC (Corrected DM) 171 193 171 178 Specific Optical Density (DS) At 1.5 Minutes 147 41 46 70 Specific Optical Density (DS) At 4.0 Minutes 178 201 185 188 Non-Flaming Mode Chamber Temperature (Start) 1000 F 1000 F 1000 F Specimen Number: 1 2 3— Avg, Minimum % Transmission (TM) 2.9 1.2 1.1 2.1 Time To Attain TM (Minutes) 8 20 20 16.0 Maximum Specific Optical Density (DM) 203 254 259 239 Clear Beam (DC) 16 2 1 DMC (Corrected DM) 187 252 258 232 Specific Optical Density (DS) At 1.5 Minutes 2 2 3 2 Specific Optical Density (DS) At 4.0 Minutes 109 41 51 67 OUR LETTERS AND REPORTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS. THESE LETTERS AND REPORTS ARE FOR THE USE ONLY OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND THEIR COMMUNICATION TO ANY OTHERS OR THE USE OF THE NAME OP CERTIFIED TESTING LABORATORIES, INC. MUST RECEIVE OUR PRIOR WRITTEN APPROVAL. THE REPORTS AND LETTERS. AND OUR NAME. OR OUR SEALS, OR OUR INSIGNIA ARE NOT UNDER ANY CIRCUM STANCES TO BE USED IN ADVERTISING TO THE GENERAL PUBLIC. NATIONAL ' BUREAU OF STANDARDS C E RT! T I E D 7G� LABORATORIES, Inc. KWU? PHONE:(404)226.1400 • 1105 RIVERSEND DRIVE • P.O.BOX2041 • DALTON,GEORGIA 30722-2041 CARPETLAP NO.0108 REPORT OF TEST NUMBER 41229 August 21, 1987 CLIENT: ' Shaw Industries, Inc. Lab. Test No. 6420430018 P.O. Drawer 2128 Dalton, GA 30722-2128 SUBJECT: Carpet sample submitted and identified by client as 1150030 IMPACT 30 (42787-33)". RADIANT PANEL FLAMMABILITY TEST Specimens of the sample were tested for critical radiant flux in accordance with ASTM Test Method E-6481 NFPA 253 and FTM Standard 372. The value reported is the average of three specimens. Test Assembly: Specimens were mounted on "Sterling" fiber reinforced cement board using 433 Parabond adhesive. , TEST RESULTS Detailed Data Are Attached Hereto Average Standard Coefficient Critical Radiant Flux Deviation Of Variation 0,66 watts/sq. cm. 0.19 28.18 The sample tested meets or exceeds the requirements for NFPA Class I. For CERTIFIED TESTING LABORATORIES, INC. Jdkin H.�PY k, y f� i n� 1pin 6 �saa lJ iRa]il:.a Ol id -t:a;OrC.^_R,:C ' Carr Enterprises, Ltd D , �LL, -«nc r ° ;1g: OUR LETTERS AND REPORTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS. THESE LETTERS AND REPORTS ARE FOR TME USE ONLY OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND THEIR COMMUNICATION TO ANY OTHERS OR THE USE OF THE NAME OF CERTIFIED TESTING LABORATORIES. INC. MUST RECEIVE OUR PRIOR WRITTEN APPROVAL. THE REPORTS AND LETTERS, AND OUR NAME, OR OUR SEALS, OR OUR INSIGNIA ARE NOT UNDER ANY CIRCUM STANCES TO BE USED IN ADVERTISING TO THE GENERAL PUBLIC. NATIONAL BUREAU OF STANDARDS CERTIFIED r 4e�if LABORATORIES, Inc. KEA%? PHONE:X404)226.1400 E 1105RIVERBEND DRIVE • P.O.BOX2041 • DALTON,GEORGIA 30722-2041 CARPET LAP NO.0108 hent .s. ATTACHMENT TO REPORT NUMBER 41229 Critical Time Distance Radiant Flux Specimen 1 79.2 minutes 37.8 centimeters 0.52 watts/sq. cm. Specimen 2 32.5 minutes 20.4 centimeters 0.87 watts/sq. cm. Specimen 3 65.9 minutes 33.7 centimeters 0.59 watts/sq. cm. AVERAGE: 0.66 watts/sq. cm. Standard Deviation: 0.19 Coefficient of Variation: 28.1% OUR LETTERS AND REPORTS APPLY ONLY TO THE SAMPLE TESTED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS. THESE LETTERS AND REPORTS ARE FOR THE USE ONLY OF THE CLIENT TO WHOM THEY ARE ADDRESSED AND TMEIR COMMUNICATION TO ANY OTHERS OR THE USE OF THE NAME OF CERTIFIED TESTING LABORATORIES. INC. MUST RECEIVE OUR PRIOR WRITTEN APPROVAL. THE REPORTS AND LETTERS. AND OUR NAME, OR OUR SEALS. OR OUR INSIGNIA ARE NOT UNDER ANY CIRCUM STANCES TO BE USED IN ADVERTISING TO THE GENERAL PUBLIC. STEVENSCARPET J.P. Stevens& Co., Inc. Carpet Division. P.O. Box A, Highway#5 Aberdeen, NC 28815 919 944 2871 June 30, 1988 Carr Enterprises Ltd. 460 Boston Road, Suite #4 Topsfield, Mass. 01983 Attn: Jim Ward - Dear Jim: Stevens Carpets has submitted its product identified as Incumbent, Pattern #4275-000 for flammability testing in accordance with ASTM E-84. Attached is a copy of the test report received on Incumbent. Sincerely, rnold W. Seawell, Jr. Director Technical Sery ces AWS:ds Attachment NOTE: The date of testing and the name of the testing facility is on the test report. The report gives the numerical values assigned to the product. saa LI . +1 � Carr Enterprises, Ltd. Standard Teat Method for SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS ASTM E 84-84 Carpeting Identified as "4275-000 Incumbent (Actionbac)" Report Number 56994 May 1, 1987 Prepared for: J. P. Stevens b Co. , Inc. Aberdeen, North Carolina This report is provided for the exclusive use of the client to whom It is addressed. It may be used In Its entirety to gain product acceptance from duly constituted authorities. This report applies only to those samples tested and Is not necessarily Indicative of apparently identical or similar products. This report, or the name of Commercial Testing Company, Inc., shall not be used under any circumstance in advertising to the general public. COMMERCIAL TESTInG compAny DALTON, GEORGIA 1987 COM MERCIAI, TEST1110 COMPRnY Standard Test Method for SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS ASTM E 84-84 Carpeting Identified as "4275-000 Incumbent (Actionbac)" Report Number 56994 Test Number 1816-7878 May 1, 1987 Prepared for: J. P. Stevens & Co. , Inc. Aberdeen, North. Carolina COMMERCIAL TESTING COMPANY Jonathan Jackson Executive Vice President TESTING • RESEARCH • ENGINEERING P.O. BOX 985 - 1215 S. HAMILTON ST. - DALTON. GA 30729-MRS - anei27n aoas Report Number 56994 Page 2 of 5 I. INTRODUCTION This report is a presentation of results of the tunnel test on a carpet submitted for testing by J. P. Stevens 6 Co. , Inc. The test was conducted in accordance with the American Society for Testing and Materials Standard Test Method for "Surface Burning Characteristics of Building Materials," E 84-84, also known as the Steiner Tunnel Test. This method is similar to ANSI 2.5, NFPA No. 255, UBC No. 42-1, and UL No. 723. This method has been approved for use by agencies of the Department of Defense and for listing in the DoD Index of Specifications and Standards. This standard should be used to measure and describe the properties of materials in response to heat and flame under controlled laboratory conditions. It should not be used for the description, appraisal, or regulation of .the fire hazard or fire risk of materials, products, or assemblies under actual fire conditions. There are no considerations made for results that may be obtained if the material being evaluated were tested in combination with other materials. The test method does not provide for the measurement of heat transmission through the surface tested, the effect of aggravated flame spread behavior of an assembly resulting from the proximity of combustible walls and ceilings, or classifying or defining a material as noncombustible solely by means of a flame spread index. However, results of this test may be used as elements of a fire risk assessment which takes into account all of the factors which are pertinent to an assessment of the fire hazard of a particular end use. The fire performance of any material in the light of present knowledge cannot be evaluated on the basis of any one test. The test result presented here applies only to the specimen tested and is not necessarily indicative of apparent identical or similar materials. All test data are on file and are available for review by authorized persons. II: PURPOSE The purpose of the tunnel test method is to determine the relative burning behavior of the material by observing the flame spread along the surface of the specimen. It is intended to provide only comparative measurements of surface flame spread and smoke density measurements of building materials with that of select grade red oak flooring and mineral—fiber/cement board surfaces under specific fire exposure conditions. The test exposes a nominal twenty—four feet long by twenty �� N . Report Number 56994 Page 3 of 5 inches wide specimen to a controlled air flow and flaming fire exposure adjusted to spread the flame along the entire length of the select grade red oak flooring specimen in 5.50 minutes during a 10-minute test duration while flamespread over its surface and density of the resulting smoke are measured and recorded. Test results are computed relative to the red oak specimen, which has a rating of 100, and the mineral-fiber/ cement board, which has a 0 rating, and are expressed as Flame Spread Index and Smoke Density Developed. However, there is not necessarily a relationship between these two measurements. III. PREPARATION AND CONDITIONING OF TEST SPECIMEN... The carpeting being tested is identified in Table I on Page 4. Three specimens, measuring eight feet in length, of the material being evaluated was adhered to 1/4 inch mineral-fiber/cement board as directed in Paragraph X1.10, "Mounting Method for Heavy Textile Materials," in the Appendix of the Standard.. A.P. Green Sairmix-7 High Temperature Bonding Mortar was troweled onto the back of the specimen using a notched trowel with 3/32" x 3/32" V notches. The prepared specimen was placed on the mineral-fiber/cement board and rolled with a 100-pound carpet roller to assure a good bond. The specimen was dead-stacked overnight, transferred to a storage rack, and conditioned in an atmosphere maintained between 70 and 75°F and 45 to 55 percent relative humidity. IV. TEST PROCEDURE The zero reference and other data critical to furnace operation were verified by conducting a 10-minute test using }-inch mineral-fiber/ cement board on the day of the test. Periodic tests using NOFMA certified select grade red oak flooring provided data for the 100 reference. The material was then tested in accordance with the standard test method procedure on May 1, 1987. V. TEST RESULTS The test results, computed on the basis of observed flame front advance• and the integrated . area under the recorded curve of the smoke density apparatus, are presented in Table II on Page 4. In recognition of possible variations in results due to limitations of the test method, Report Number 56994 Page 4 of 5 the results are computed to the nearest number divisible by five. The data for flame spread and smoke developed are shown as solid lines on the Tektronix 4051 computer print-out at the end of the report. TABLE I - DESCRIPTION OF MATERIAL TESTED Material Identification - 4275-000 Incumbent (Actionbac) Test Number - 1816-7878 Date Tested - May 1, 1987 Construction . - Tufted Pile Yarn Type Nylon Weight - Total, 70.90 ounces per square yard Secondary Backing - Actionbac Face Ounces - 40.00 Primary Back - Polybac Stitches/Inch - 9.4 Courses/Inch - 10.0 Latex/Square Yard - 27.00 TABLE II - TEST RESULTS Flame Spread Smoke Developed Test Specimen Index Index mineral-fiber/cement board 0 0 red oak flooring 100 100 4275-000 Incumbent (Actionbac) 50 75 Although not a requirement of ASTM E 84-84, Fuel Contributed, as calculated in accordance with ASTM E 84-75, is 60 for the material tested. TABLE III - OBSERVATIONS DURING TESTING Ignition over the burners was noted at 0.66 minutes. The flame front advanced to 19.5 feet at 8.30 minutes with a maximum temperature recorded during the test of 1003°F. E 84-84 TUNNEL_ TEST DATA SHEET CLIENT: J. P. STEVENS & CO. INC. TEST NUMBER: 1816-7878 MATERIAL IDENTIFICATION: 4275-088 INCUMBENT (ACTIONBAC) DATE: 1 MAY- 87 TEST RESULTS: TIME TO IGNITION . 8. 66 MINUTES DISTANCE MAXIMUM SPREAD = 19. 5 FEET TIME TO MAXIMUM SPREAD = 8. 38 MINUTES FLAME -SSPREAD INDEX = 50 - FUEL CONTRIBUTED 68 SMOKE DEVELOPED INDEX = 75 dotted tine red oak 20 0 F _ L 20 A y M T 48 P . •. M 68 R 0 E K88 AE • . . . . . D 0 100 10 8 1 2 3 4 5 6 7 8 9 10 TIME (MINUTES) TIME (MINUTES) Notes of Conference Job Meeting Notes Client : Tom McAuliffe Project : Puritan Professional Office Building Date of ireeti,ngs- July 29, 1988 Place otxmeetings 333 Hiyhlanrl_Avenu Salem, MA Presents Tom McAuliffe Debbie Burke Jim Ward . ' John Clemenzi Tito Harkness Notes Prepared by : Tito Harkness Points of Discussion ; 1 . The building is scheduled to be ready for occupancy next week. 2. The purpose of the meeting was to punch out the building ; the punchlist is attached. fterfectfUlli submitted, Tito Harkness cc Tom McAuliffe Debbie Burke Jim Ward . 1 f PUNCH LIST Puritan Professional Office Building July 29 , 1988 1 . Complete landscaping. 2 . Dress off banking .at property line with Salem Honda. 3 . Complete gravel stop. 4 . Strip sono tubes on concrete -bases for light posts . 5 . Dress off stone under rear guardrail . 6 . Provide HVAC balancing report. 7 . Provide operating manuals for all HVAC equipment . 8 . Provide operating manuals for plumbing, electrical and fire alarm equipment . 9 . Provide as-built drawings . 10. Label switches and starters for HVAC system in mechanical room. 11 . Complete base and; flooring throughout. . 12 . Install window screens . 13 . Complete cleaning. 14 . Remove trademarks on vinyl flooring. 15 . Complete missing doorstops . 16 . Adjust light fixture in Room 23.1 . 17 . Complete panel wiring labels for panel PL2 . 18 . Straighten sprinkler head in Room 237 . 20 . Sand and refinish steel beave at wall joint in Room 237 . 21 . ----Repair corner joint and vinyl cove in Room 229 . 22 . Provide `wire openings and grommets in all casework. 23 . Run ,wiring..in,.counter at reception area . 24 . Adjust.,closers -in patient ..bathrooms..: 25 . Repair vinyl cove corner behind door in Room 225 . 26. Ensure that the rooms on the south side are evenly cooled . 27 . Install ceiling tile in rear corridor at structural brace . 28 . Repair dry wall around electric plug in toilet room 213 . 29 . Repair paint on wall in handicapped toilet 208 . 30. Touch up wall paint in toilet room 207 . 31 . Replace privacy lock on door 257 with latch set . 32 . Redo walltrack at curved joint between ceiling and soffit over reception desk . 33 . Complete formica work on cabinets in room 250 . 34 . Finish around base of structural brace in laboratory. 35 . Touch up. paint. in laboratory. 36 . Provide covers at warning lights in x-ray room. , 37. .. . Provide ladder-up at roof exit hatch .: 38 . Pipe condensate drain from cooling tower directly over roof drain. 39 . Straighten flue pipe on roof and secure and recaulk flashing collar. 40. Paint exposed :(ungalvanized) steel, ' particularly welding points at roof over cooling tower,. 41 . Provide dimmer switch for lights in x-ray room. - ` �U\LD\WG 0EPT ' � . ` 976,, ~ t508) 741-1770 (800 �a��r70 R�C�\Y[�#�� »» N C\T� 0F ��L[�` ' FAX ��\��~wv ��D 1 / 19Qn MrRobert Blenkh�rn , CH.O. , Health Agent -~ � ' ' ' Salem Doard of Heal �h ? Nor (Al S� � «�l%�[ ��rB��L��Y� Sa] f�m, MA ol770 %1 ~?@� H DEP'�l0 Jept. l9�0 Dear Mr , 8lenkhorn ; ' ! Fleas[-, accept this letter as being' a request for a variance from the Massachusetts State Plumbing Code Section ' 2. 10 ( 1V ) (e) in order to waive the for bathrnoms within the given estahlishment (North Shore Pharmacy Services , Inc . ) . Specifically, this section of the code st�tes: (e) Plumbin7 Fixtures Required , In every establishment other than industrial establishments, where people are employed , Uhere shall be separate bathrooms foreach sex in each estahlishment and shall be plainly so designated . Such bathrooms shall be within the premises of ihe establishment . Unisex toilet rooms areprohibitedexcept as stated under 248 CMR This variance is being requested as available sr)-ice within t�e sui�e prevents the installation oftwo han�icap�ed bathrooms given the requis�te needs of the P�armacy including ; the waiting area , nf�ice, storage, Pharwacy counters, files, a-d IV room" There however , �n the common area designated for tenant-s on the first floor , accessahle male and female handicapped bathr000 facilities sa\isfyincnde reqeirements ' As thE' enclrsed laynut demons�rates , hanclicappd 1-jathroom facilities are approxima(ely 20frcm the en�ran�e to the Pharmacy woulU average 4 �/`pl��ees in the Pharmacy wj �� 2 Pharmacists un staff at all times sati�fying State Board �f Pharmacy req�irements that a �harmacist be on staff �harmacy 1:Q1 nuos�y ^ ' Since Lhe malc and female handicapped bathroom faciliiies aproximation to the Pharmacy , there s!iculd be no difficulty in t�e Pharmacists and �he emplovees accessiI om Yacilities clesiclna1ed for common use on t floor ` ;ery Trulv Yo- (- - o(- , / T1-1omas LcAuliffe / Co110fV - S � CITY OF SALEM HEALTH DEPARTMENT BOARD OF HEALTH 9 North Street ROBERT E. BLENKHORN Salem, Massachusetts 01970 HEALTH AGENT 508-741-1800 September 10, 1990 'Mr. Thomas L. McAuliffe Hutchinson Medical, Inc. 333 Highland Avenue Salem, MA 01970 Dear Mr. McAuliffe: As per your letter dated September 10, 1990, requesting a variance from the Massachusetts State Plumbing Code Section 2. 10 ( 19) (e) in order to waive the requirements for bathrooms at the North Shore Pharmacy Services, Inc. , 333 Highland Avenue in the City of Salem, MA, the Board of Health respectfully requests the applicant or a representative be present at the next Board meeting to discuss this variance.;- The meeting will be held on Tuesday, September 18, 1990 at the Bowditch House, 9 North Street, 2nd floor at 8:30 P.M. Copies of your letter have been forwarded to the Plumbing Inspector and the Building Inspector. If you have any questions, please contact this office at (508) 741-1800. Very truly yours, FOR THE BOARD OF HEALTH Robert E. Blenkhorn, C.H.O. Health Agent REB/BAS cc: Plumbing Inspector Building Inspector C' GEOTECHNICAL ENGINEERS INC. 1021 MAIN STREET WINCHESTER MASSACHUSETTS 01890 (617) 721-4000 v J,POU O STEVE J.POU LOS. D, RONALD C.NIR GATTA.P.P.E. DANIEL F LA RDOC ,P RICHARD F.MASTRO.R PE. GONULO C/STRO.PE. ASSOCIATES FRANCIS O LEATHERS.PE. JOHN W.FRANCE.P.E. JOSEPH G ENGEI-S,RE. September 11 , 1987 Project 86125 Albert Harkness , AIA _ Two Central Street Ipswich, MA 01938 Subject : Hutchinson Medical Building Salem, Massachusetts Dear Mr. Harkness : The purpose of this letter is to summarize the conclu- sions reached at our site meeting of September 9 , 1987. Having reviewed the site conditions visible on Septem- ber 9 , the following recommendations were made : r, 1 . The building columns should be supported onile� 4 foundations with the exception of column A- � C�M C 2. Column A-5 should be supported on a spread Ln footing designed for an allowable bearing r pressure of 1 tsf. cn 3. Columns A-4 and B-5 are expected to be pile sup- ported but because of possible difficult driving conditions may require spread footing foun- dations . 4. The present excavation is at El. 108.5 feet. Mirafi fabric will be placed on the present sur- face , and 12 inches of compacted "dense pack" placed on the Mirafi. This surface will then act as the construction surface for pile OFFICES: CONCORD NEW HAMPSHIRE- DENVER COLORADO ,NJ Albert Harkness , AIA -2- September 11 , 1987 driving. After completion of pile driving, the "dense pack" should, be regraded and recompacted. Two feet of compacted structural fill should be placed on top of the "dense pack. " The grain size distribution for the structural fill was transmitted as Table 1 in our April 14, 1987 report. 5. The entire lowest floor slab may be a slab-on- grade placed on the compacted structural fill described in item 4. Some differential settle- ment and cracking of the floor slab may occur , but it is not expected to be significant . 6. At the location of A-5, the contractor is to compact the blasted rock by use of the bulldozer on site. After compaction , the surface should be leveled with structural fill , the Mirafi fabric placed , and the 3 feet of compacted fill placed , as described in item 4. The reason for the change in support of column A-5 was the unexpected occurrence of a small zone of blasted rockfill found in the area of A-5. This fill may be 15 to 20 feet deep at this location, and excavation and replacement would be pro- hibitively expensive. Placing the column on a spread footing could result in differential settlement between column A-5 and adjacent columns of 1 to 2 inches . This would cause cracking of the walls in this area of the building. As we discussed , the exterior brick walls in this corner of the buildiq& sh )1ld have additional construction joints . The structural epginW;er _ should be informed immediately of the expected settlement rate A-5 to allow him to establish that no structural damageF,%Wf1l - occur due to the expected settlement . =m CO rn -� n .. At the present grade of 108.5 , the blasted rock fQ1 c'does not extend to the columns adjacent to A-5 , and it is expecC.bd n that A-4 and B-5 will be on piles . The proximity of Masted — rock to these two locations suggests the possibility of the pile encountering blasted rock below E1. 108. 5 ; hence it is prudent to be prepared for this possibility; hence spread footing designs should be available for these columns . I was happy that Tom McAuliffe was present , and we could explain the risks involved in dealing with the blasted rock as recommended. The risk of cracking in the corner of the building is real , but as explained worth taking, because of the large added cost of the alternative construction proce- dures . By limiting the allowable footing pressure to 1 tsf GEOTECHNICAL ENGINEERS INC. l Y Albert Harkness , AIA -3- September 11 , 1987 (which is approximately equal to the preload in the area of A-5) , and placing Mirafi and, compacted fill below the footing, reasonable precautions are being taken to minimize the settlement. It is important that you feel confident that Tom under stands these issues and understands the risk he is taking. Regarding the issue of obstructions encountered during pile driving, the example specifications sent to you on July 13 , 1987 addresses this issue in Section 3.03. I have not reviewed your specifications for this project and hence am unaware of how it is addressed in your documents . Very truly yours , GEOTECHNICAL ENGINEERS INC. Daniel P. LaGatta, P. E. Principal DPL:ck n cs� ri P c — �l M a v -1 cn � y .J GEOTOMNIGAL ENGINEERS INC. CLNJtONr+s t Form 5 DEQE File No. _ (ro be provided by DEOE) COMMMMMM Commonwealth=_ Gtyrrown Salem -- - -of Massachusetts-___ _... - –Applicant Hutchinson Medical -- - - ---- ----- --Order of-Conditions- Massachusetts Wetlands Protection Act - — - G.L.c- 131-§40 --- Salem Conservation -Commission Fro To Hutchinson Medical Thomas McAuliffe ` (Name of Applicant} (Name of property owner) Rear of�333 Highland Avenue Address - 333 .Highland Avenue Address This Order is issued.and delivered as follows: ❑ Eby hand delivery to applicant or representativeon (date) ❑R by certified mail,return receipt requested on (date) This project is located a Rear of 333 Highland' Avenue - The property is recorded at the Registry of Essex —_,., _t Book ------—P _ _ '= Certificate(H reglster The Notice of Intent for thisprojectvvasfiled on eptemter 15; 1986 - . (date) The public hearing was closed on October 16, 1986 ((late) Findings The Conservation Commission 9.11 hasreviewed the ab0ve-referenced Notice of Intent and plans and has held a public hearing on the project.Based on the information available to the Consevation Commission at this time,the Consevation Commission has determined that the area on which the proposed work is to be done is significant to the following Interests In accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the Act(check as appropriate): ❑ Public water supply ❑ Sr^rm damage prevention ❑ Private water supply ❑ Pr,s;rention of pollution' ❑ Ground water supply ❑ Land containing shellfish FXV Flood control ❑ Fisheries 5-1 Therefore,the r^^ceryation r'ommission hereby finds that the following conditions are necessary,in accordance with the Performance Standards set forth in the regulations,to protect those inter- ests checked above.The --Cnns--ra t l r n C^ tliom orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above.To the extent that the fol- - lowing conditions modify or differ from the plans,specifications or other proposals submitted with the Notice of Intent,the conditions shall control. General Conditions 1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory meas• ures,shall be deemed causeto-revoke or modify this Order. 2.` This Order does not grant any property rights or any exclusive privileges;it does not authorize any injury to-private-property or invasionof private rights..-., 7- '-3-- This Order does not relieve the permittee or any other person of the ner.cessity of complying with all other applicable federal state or local statutes,ordinances,by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following - • (a) the work is a maintenance dredging project as provided for in the Act;or (b) the time for completion has been extended to a specified date more than three years,but less than five years,from the date of issuance and both that date and the special_circumstances warranting the extended time peiiod,are set forth in this Order.:. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill,containing no trash,refuse,rubbish or de- _ bris,including but not limited to lumber,bricks,plaster,wire,lath paper,cardboard pipe,tires,ashes,- - refrigerators,motor vehicles or parts of any of the foregoing.. z _ 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or,If ,.:. such an appeal has been fled,until all proceedings before the Department have beencompleted,- vK 8. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land • _ Court for the district in which the land is located,within the chain of title of the affected property.In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner.of the land uponwhich the proposed work is to be done.In the case of registered land,the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done.The recording information shall be submitted to the Conservation ro=issi on the form at the end of this Order priorto commencement of the world V ._._ .. -- 9fe . A sign shall be displayed at the site not less than two square et or more than three square feet in size bearing the words,"Massachusetts-Department of Environmental Quality Engineering, File Number -64-194 ^ --- - ---- ------ -- 10.Where the Department of Environmental Quality Engineering is requested to make a determination and - to issue a Superseding Order,the Conservation Commission shall be a party to all.agency proceedings and hearings before the Department :- - ------- --- 11. Upon completion of the work described herein,the applicant-shall forthwith request inwriting-thata- Certificate of Compliance be issued stating that the work has been satisfactorily comple_t_ed.._ - 12.The work shall conform to the following plans and special conditions: 52 Plans: Title Dated Signed and Stamped by: On File with: ite Plan - Highland Avenue" . October:5,-1986 Lindentree Corp, Conservation Commission Special Conditions(Use additional paper if necessary) 1. Except as modified by this Order, work shall conform to plan entitled, "Site Plan Highland Avenue", prepared by Lindentree Corporation, dated October 5, 1986, addendum to Notice of Intent dated, September 8, 1986, by Gulf of Maine Research, and calculatidns performed by Tsung Ting Chaing, P.E., doted, September 23, 1986, revised version. 2. Prior to commencement of construction, a detail of proposed riprap slope, including plantings, shall be submitted to the Conservation Commissionfor review and approval. ?. S1I unacceptable fill materials including but not limited to tires, appliances, scrap metas, etc, shall be removed from the site prior to commencement of fill operations, 4. Prior to commencement of fill operation, and subsequent construction, an erosion control barrier shall be installed in accordance with "Erosion and Sedimentation Control Guidelines", Publication tk3, 529-39-1000-2-84-C.R. dated August 1983. 5. Fill materials shall be cleau,1 gravel fill. During operations and subsequent construction, the property shall be fenced and locked to prevent unauthorized dumping of inappropriate materials. ,... 6. Surface drainage patterns shall-be maintained toward the wetland area on the southwesterWy > corner of the area. .. `�• ".�_-::t?-- ;� i� > sYi--� .'_:'Y` t?A cis:/_?'nr;zk:m?C.Nw.t- '-e,._.—«tet- mS' :.:s?:-- .ax_?iy'�'trs,��'•.+.3c.::,-:�r�i,,.-m_- 7. Proposed compensatory. area, shall be maintained in such, a,manner. as, to provide-maximum.flood storage capacity: Pr'iorto any maintenance operation, however, the Conservation Commission shaI1 be notified. , 8. All proposed catch basins shall be equipped with oil and grease traps which shall be cleaned i minimum of twice a year at owner's expense. Verification of such cleaning shall be forwarded to the Commission. ................................................................................._.....-_......................_........................................._-................._.. (Leave Space Blank) 5-3A SALEM Conservation Commission Issued ey _. Signature(sy This Order must be signed by a majority of the Conservation Commission. On this 2 3 day of October 18 86 before me - - - -- - —the above-named - "- --`— to me known to be the personally appeared person described in and who executed the foregoing Instrument and acknowledged that he/she executed thea as his/her free act a9d deed. Notary Public My commission expires The applicant,the owner,any person aggrieved by this;order,eny owner of land abutting the lend upon which the proposed work is to — - be done or any ten residents of the city or town in which such lend is located are hereby notified oftheir right to request the Department of Environmental Quality Engineering to issue a Superseding Order,providing the request is made by certified marl or hand deliveryto the Department within ten days from the date of issuance of this Order.A copy of the request Stull at the same time be sent by certified mal or hand delivery to the Conservation Commission and the applicerd._ x... ,.dpacsw.:b+ Ww✓.�;=1s? a._Y .=..xa... aar4? i'OsWp „'4> g-.. ..-a±3+�::�=•M�;s-�- a ,-�.z -.. -, .:._, ..,z_:.�_ .-s^:��av,:fa ___,__-.r ,x-'_'v e�na�'.:..ss.--.�- =.�B.3av€',�sd,=: 1 : a� 7GA.�"-r.T ,..�.:r .: r .'�".3 f1'^'..9'7 33` t_fl9. "^.'l2aT7 _'RJ3 -i :.371 .a_ -� -��,�� r�:Ra � ,.��-.+�:_�e.�-'?iPh'�"'1-y$�."•-'i�' 3?',�y"'�e. '--� '. ,: .�ge��;;,.., _ ". i:� 1' CZ;. . � ]=r--.9.`r ,,.yi ri i i:=z_P?�c�9'�3_gi�tSti a ,_'?., '�.uyxa9'• *,?•�'� x ,-'4,- ...... ",a. __.____ _rte: ..---'41,:: ��-_. _—_ r �..'.+-- +:'1'i'-" ,Al--•_-..- y�,�._:--, 4.v- - Detach on dotted line and submit to the ` OXN r"� ` nMmtS5 r C-n prior to commencement of work 'Issuing'Authority _ TO Please be advised that the Order of Conditions for the project at, . - _ .-_ _ .. _ _.-. ._ -._ .... .. -. and`-._ .__ File Number - hes been recorded at the Regtstry Of has been noted in the chain of title of the affected property in accordance with General Condition 8 on - - a recorded land,the instrument number which identifies this transaction is If registered land,the document number which identifies this transaction - - _ Signature -. .. - --. Applicant 5-4A i #64-124 Order of Conditions Hutchinson Medical continued 9. A 6' level pervious landscapedbuffer zone shall be-established between the top of the proposed 1:1 -slope and paved parking area. 10. The use of salt as-a deicing agent on the parking areas shall be prohibited. 11. Conservation Commission members and/or their designated agent reser'le the right to enter and inspect the site during the filling and construction procedures. U. As-built plans,_ stamped by_a.Registered Professional Engineer, shall be submitted to the Conservation Commission prior to issuance of a Certificate of Compliance. r `x fEitg of �aJVM, C a5SaC4U5e4 �.. ' EP �. ter;( T` z Poarb of , DECISION ON THE PETITION OF THOMAS. PHILIP AND MARY N,CAULIFF£ FOR VARIANCES AT 333�HIGHLAND_AVENUE (BPD) l 1 A hearing on this petition was held January 14, 1987 with the following Board Members present: James Hacker, Chairman; Messrs. , Bencal, Fleming, Luzinski and Strout. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. The petitioners, represented by Attorney Quinn, are requesting Variances to allow two (2) principal buildings on one ( 1 ) lot and a further Variance from side yard t setbacks to allow the construction of building at 333 Highland Avenue, said property being located in the Business Park Development District (BPD) . The in- tended use of the new building is to house medical offices. The Variances which have been requested may be granted upon a finding of the Board that: a. special conditions and 'circumstances exist which especially affect the land, building or structure involved and which are not generally affecting other lands, buildings and structures in the same district; b. literal enforcement of the provisions of the Ordinance would involve substantial hardship, financial or otherwise, to the petitioner; and ` c. desirable relief may be granted without substantial. detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the Ordinance. The Board of Appeal, after careful consideration of the evidence presented at the hearing and after viewing the plans, makes the following findings of fact: 1 . There was no opposition, to the petition: presented at the hearing; 2. The petitioners have secur approval from the Saler Conservation Commission, which has plat=_c an Order of Conditions on the proposed development. On the basis of the above findings of fact, and on the evidence presented, the Board of Appeal concludes as follows: 1 . Special conditions exist .which especially affect the subject property but not the district generally; 2. Literal enforcement of the provisions of the Ordinance would involve substantial hardship to the petitioner; 3. The relief requested can be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent of the district or the purpose of the Ordinance. ti DECISION ON THE PETITION OF THDSIAS, PHILIP AND MARY M,CAULIFFE FOR VARIANCES AT 333 HIGHLAND AVE. , SALE; page two Therefore, the Zoning Board of Appeal voted unanimously, 5-0, to grant the requested Variances, subject to the following terms and conditions: 1 . That all the requirements of the Conservation Commission' s Order of Conditions be complied with by the petitioners; 2. That the building be constructed as per the plans submitted to the Zoning Board of Appeal; 3. That a Certificate of Occupancy be obtained; 4. That all applicable provisions of the State Building Code, Fire Prevention Code, City Ordinances, and Massachusetts General Laws relative to fire safety be complied with; 5. That all the requirements of the Salem Planning Board be adhered to; 6. That the new building not be occupied by more than sixteen (16) physicians; 7. That the petitioners maintain not less than eighty nine (89) parking spaces on the site of the new building, said parking spaces to comply with all the requirements of the Salem Zoning Ordinance. VARIANCES GRANTED dames i,. Fleming, C. Member, Board of Appeal A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY CLERK T- EDARD OF APPEAL BOARD of ASSESSORS ! 93 WASHINGTON STREET. CI TV HALL. SALEM. MASSACHUSETTS 01970 (617) 746-0660 43 CITY F5tErppfgs July 22, 1987 Mrs. Josephine R. Fusco City Clerk City of Salem Salem, MA 01970 Dear Mrs. Fusco: Please be advised that the proposed medical office building to be built on the rear land of the existing Hutchinson Medical Supply building at 333 Highland Avenue has been assigned the mailing address of 331 Highland Avenue. Very truly yours, moi. e . /�._ Peter M. Caron Chief Assessor PMC:mjg cc: Postmaster Chief Joseph F. Sullivan, Fire Department Margaret R. Hagerty, Principal Clerk, Water Dept. vWilliam H. Munroe, Inspector of Buildings Engineering Dept. , City of Salem Mi. Tom McAuliffe, c/o Hutchinson Medical Supply 333 Highland Ave. , Salem r! 'lol k (gTtu of �$Aem, �2188tIt�1t8P##S ;, " I- s �axrb of f. "` 42 x '67 /NIM[ �1 DECISION ON THEE PETITION OF PHILIP, MARY AND THOM93LL#AULIFFE TO AMEND VARIANCE AT 333,HIGHtiAND AVENUE (BPD) CITY CLERK.SALEM-HASS. A hearing on this petition was held May 27 , 1987 with the following Board Members i present: James Hacker, Chairman; Messrs. , Bencal; Fleming, Luzinski and Strout. Notice of the hearing was sent to abutters and others and notices of the hearing were properly published in the Salem Evening News in accordance with Massachusetts General Laws Chapter 40A. The petitioners, represented by Attorney William Quinn, are the owners of the property located at 333 Highland Avenue. They seek to amend a Variance previously granted by this Board, relative to the subject property, which allowed two principal buildings on one lot. The site plan has been revised to allow greater landscaping and open space than the plan originally submitted to the Board . This petition seeks to allow construction under the revised site plan. The property is located in a Business Park Development District (BPD) . The Board of Appeal, after careful consideration of the evidence presented at the hearing, and after reviewing the revised site plan, makes the following findings of fact: t 1 . The revised site plan has the approval of the Salem Planning Board; 2. The revised site plan shows that the lot will have significantly more land area and that the new building will be set further back F from the side lot line than the original plan proposed; 3. The revised site plan will allow a better landscaping at the lot, with more open space; t 4. No opposition was presented at the hearing to the revised site plan. Therefore, the Zoning Board of Appeal voted unanimously, 5-0, to amend the previous Variance, dated January 14, 1987, allowing the revised site plan, dated March 24, 1987, to be substituted for the original site plan. All the other conditions of the previous Variance are to remain in full force and effect, and are incorporated herewith. VARIANCE AMENDED i -74 i! James M. Fleming, Esq. , Vice Chairman APPEAL. FIRMA THIS 6ELP4I,Y IPTr:YT44SL;FgAt, 9�?}ts M TD'ST.I�IUfII7`DF Tr,��sPHE PLANNING BOARD AND THE CITY CLERK j GENERAL LAWS, CHA.PicR SO$. AIiD SHALL BE FILED VITH:N 20 DAYS AFTER THE DATE OF FILING 1 OF THIS DECISION IN THE OFFICE OF THE CITY CLERK. .,... CLATS. CF.!.--ER £(.S. S ECLI-.� 77. THE p VA^iA';:E .. °PCCIA! FE P:,;IT (:RAN ED F.EF:i.;. SHALL EFFECT U'!T:L A. COPY OF THE'DECii107! E,.. .u. . TiiE CE"T- FICAT! 4 DF THE C!Tt CLER,( Tr% 20 DAPS H:1c ELS?CED AN Y..:: 4FI'E EJ- H:.; c:S.l FP_ED. OR TH6T, IF SGCH A!f APPEAL HAS BEEN FI_E. THAT IT bEENSIS'. a D indE-.QED IS RECORDED IN THE SOUTH ESSEX P.EG•$TRY OF DEEDS AND INDE..ED -;:CIE THE %:N., EOF THE OWNS OF RECORD OR IS RECORDED AND NOTED ON THE OA NER'S CERTIFICATE OF TITLE. •- - ancon nP APPFAI DECISION VR —Q SPECIAL PERMIT SITE PLAN REVIEW 333 HIGHLAND AVENUE SALEM, MA 01970 On Thursday, April 16, 1987 , the Planning Board of the City of Salem held a public hearing under Section VII R, Site Plan Review, of the Salem Zoning Ordinance on the application of Thomas McAuliffe with respect`to—the;cons.truction of a professional office building aft 333 Highland Avenue. At a regularly scheduled meeting of the Planning Board held on April 16, 1987, the Board voted, by a vote of five in favor, none opposed, to approve the application as complying with the requirements for issuance of a Special Permit, subject to the following conditions: 1. Conformance with Plan Work shall conform to entitled"Site Plan, 333 Highland Avenue", dated March 31 , 1987. 2. Utilities Utility installation shall be reviewed and approved by the Director of Public Services. 3. Landscaping Landscaping of the site shall conform to plan entitled "Site Plan, 333 Highland Avenue", dated March 31 , 1987. a. Trees shall be a minimum of 32" caliper. Y b. Maintenance of landscape vegetation shall be the responsiblity of the developer, his successors or assigns. 4. Curbing Location of granite curbing shall be reviewed and approved by the City Planner prior to issuance of Building Permit. 5. Signage Signage shall be reviewed and approved by the City Planner. 6. Construction Practices All construction shall be conducted in accordance with the following conditions: a. No work shall commence before 7:00 a.m. on weekdays and 8:00 a.m. on Saturdays. No work shall continue beyond 5:00 p.m. There shall be no 2 work conducted on Sundays or holidays. Inside work of a quiet nature may be permitted at other times. b. All reasonable action shall be taken to minimize the negative effects of construction on abutters. Advance notice shall be provided to all abutters in writing at least 72 hours prior to commencement of ' construction. �• C. All construction vehicles shall be cleaned prior to leaving the site so that they do not leave dirt and/or debris on roadways as they leave the site. 7. Easement The developer shall agree to grant an easement through the rear of his property, as defined by the City Planner, to the adjacent parcel of land to the east. Such easement shall be executed for the purpose of providing a vehicular access to the adjacent parcel to the east when development takes place on such parcel . This easement and its location shall be reviewed and approved by the City Planner. 8. Covenant A covenant shall .be executed by the deLeloper of 333 Highland"Avenue`" which states .that all space shall be utilized for a use which is allowed in the Business Park Development Zone and also such that all space is compatible with an office use. This covenant shall be reviewed and approved by the City Planner. 9. Violation Any violation of these conditions shall result in revocation of this permit by the Planning Board. I hereby certify that a copy of this decision and plans has been filed with the City Clerk and copies are on file with the Planning Board. This Special Permit shall not take effect until a copy of this decision bearing the Certification of the City Clerk that twenty (20) days have elapsed and no appeal has been filed or that if such appeal has been filed, and it has been dismissed or denied, is recorded in the Essex County Registry of Deeds and is indexed in the grantor index under the name of the owner of record or is recorded on the owner' s certificate of . title. The fee for recording or registering shall be paid by the owner or applicant. � �j Walter B. Power, III Chairman BN906 cum (?itu of 'Salem, aBEiUr m;2ttZ Richard T. McIntosh 1 Salem Green 745-0213 September 6, 1984 Re: 323-353 Highland Avenue TO WHOM IT MAY CONCERN: B-II Zoned The above referenced property has been used as a non-conforming Automobile Sales and Service Buisiness This use may be continued under the current Zoning. Richard T. McIntosh Zoning Enforcement Officer 323-353 HIGHLAND'AVE. I �R UMV 121 _ = `-'- I+incl Consri ncYion Control Uocunsesst is ; r To be submitted at Com tlCd011 Ofeonsnueuon b; a l t 1 �= Registered Design Professional # for work per the is edition of the Ma5saelulsctts State Building Code. 780 CNiR, Section 107 Proie.•r rue: Irvn_.g_Oil/Circle K 02 Mile:__03103[1.7_permit Na,_B-16-1345 _. Propens Address: 323_Highland Avenue Salem. MA ... 01970_. Project: Check one or both as applicable: New consn-tmwrl Esistin ,.Construction Project di,scriplion; commercial interior remodel of existing_Circle K convenience store and Irving Oil gas station S I Bruce Taylor _ _&iA Rcgntration Nunibcr 31362 _ F�spn-aiton date: 08131!17 _ ;am a P a egLfeieddesignpuafissiowL and I have plepwed of-directly supeteased the peep ration of illI design plans. t cenaputi tions and specifications conccining: Architectural [ ] Svucuusi ( ] Mechanical ( j fire,Protection t J Electrical [ ) Other: Dr the abate named praject. I,or my designee; have perlorined the necessary professional services and Was present afthe consirtmion site on a regularand periodic basis.To the best of my knowledge,information, and belief the work- pmc-eedul ri ai cordance with the requirements of780CMR and the design documents approved as part of the building permit and chat I or nay designee: s z I, Have reviewed,l'or'conformance to this code and the design concept,shop drawings,samples and other subllnnals by the contractor in accordance with the requiienienis of the construction documents. 3. iiavperfbinwd the dulics for registered design processionals in 7810 CMR C'ltapmr 171 as applicable. 3. Heise-been present ar intervals appropriate to the stage of consn-uclion.to become generally faillihar with file progress and quality of the work and to determine ii'the work was performed in a ntauncr oauis-tent Willi the - CDn511 LiCtiOn docmnents-and this code. Nwhing ht this document relieves the coninictor of its re: �" - he provisions of 780 CMR 107. � r � I:flier in the ,pace to the right Via."wel'or AV 31302 electronic slbnature and seal: i.LVC;iA6 ,XO Phone number: 216 749.7808 Ij (�arkinetics com ..__._ — t3uildme Olti ul11,Only rlr klinc ! w mil No Dail: ersiml i15 1I 20 Ci i Final Construction Control Document To be submitted at completion of construction by a Registered Design Professional ` for work per the 8`''edition of the Massachuseus State Building Code, 780 0,'M, Section 107 Project Title: Irving Oil/Circle K 7502 Date: =3(17__PermitNo. B-16-1345 1 Property Address: 323 Highland Avenue Salem MA 01970 Project: Check one m bath as applicable New construction X Existing Construction Project description: commercial interior remodel of existing Circle K convenience store and Irving Oil gas station Kelley F. Moran MA Registration Number: 39933 Expiration date: 06/30/18 .am a registered etesign professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: I [ '] Architectural ( J Structural [xJ Mechanical --- [ J Fire Protection (Xi Electrical [ J Other: for the above Hamed project. 1,or my designee, have performed the necessary professional services and was present at the a construction site on a regular and periodic basis.To the best of my knowledge, information,and belief the work. proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that f or my designee: I. Have reviewed,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents 2. Have performed the duties for registered design professionals in 780 CMR.Chapter 17,as applicable. �. Have been present at intervals appropriate to the stageofconstruction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the cousin action documents and this code.. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. t E Enter in the space to the right a"fuer'or electronic signature and sea]: F' 3 EC1WQAL ra.seesa r Phone number: 440.953.8760 Entad: kmoran@tecincl.com Building OfficialUseOnly Building Official Name: Permit No Dme: Virion 06_11 2013 a 3 3 CUP of *alem, AnisacbUatto Public Propertp Mepartment Jguilbing 39epartment One ibalem Green 745-0505 aCxt. 380 William H. Munroe Director of Public Property Inspector of Buildings Zoning Enforcement Officer October 30 , 1990 Robert Blenkhorn , Health Agent 93 North Street Salem, MA . 01970 RE : Hutchinson Medical , Inc . 333 Highland Ave . , Salem,MA . Dear Bob , I had a conservation with Mr . McAuliffe from Hutchinson Medical , Inc . about separate facilities for the pharmacist . The State Board of Pharmacy does not require separate facilities for the Pharmacist . Mr . Lou Visco of the State Plumbing Board informed me the hearing for a variance on October 31 , 1990 has been cancelled . If you have any further questions regarding this matter , please contact me at this office . Thank you , Dennis Ross Plumbing & Gas Inspector DR/eaf C . C . Tom McAuliffe CARR Enterprises, Ltd. 460 Boston Street, Suite Four, Topsfield, MA 01983-1223 Telephone: 887-3519 532-5455 FEDERAL EXPRESS: Airbill #7743520223 June I , 1988 � F C" Salem Building Department ""j E= =� z. City of Salem One Salem Green Salem, MA 01970 — ;�.. to Attn: Mr. Steve Santry -n RE: PURITAN PROFESSIONAL BUILDING ;• --`- cn Salem, MA Dear Mr. Santry: As requested, enclosed is a letter from the future tenant - stating that no general anesthesia will be used, and another from the Owner's Radiation Specialist, stating that the Mammography Room complies with the rules of the Massachusetts Office of Radiation Control. I trust the above is in order. Thank you. Very truly ,yours, o ?esJ. and Vice President JWJ:jlp Enclosures cc w/Enclosures: John Clemenzi, Superintendent •, U. PURITAN MEDICAL CENTER, INC. 500 LYNNFIELD STREET LYNN,MA 01904 TELEPHONE 599.4800 80mm - INTERNAL MEDICINE CALVIN J.DORSEY,M.D. LOUIS A.CASALE,M.D. C.BRUCE LEDIO,'M.D. - FRANK P.CALAMITA,JR.,M.D. RUSSELL L.R.RYAN,M.D. - JOHN T SZYMANSKI,M.D. May 18 , 1988 ` = Y., Albert ,Harkness, AIA 2 Central Street , j) Ipswich, MA Dear Tito: As we discussed this morning, Puritan Medical, Center will not be. 'using general anesthesia at 331 Highland Ade, If you require further information, please let me know. Sincere , n West Conlon B siness Manager ,1, r� NEIL A. GAETA i Radiation Protection Specialist Certified by American Board Health Physics 35 GROVE STREET, AW-ORD, MASS. 71155 (617) 488-7091 May 10 , 1988 Donna West Conlon Business Manager n l Puritan Medical Center, Inc. < 500 Lynnfield Street Lynn, 'Massachusetts , 01904, _ — Dear Donna: Enclosed please find the shielding design for the L mammography x-ray suite at 500 Lynnfield Street, Lynn, MA. The design is based upon the information that was pro vide% to me, and the As Low As Reasonably Achievable (ALARA) radiation protection principle. The design meets the rules and recommendations ofthe Massachusetts StateHealthDepartment, 'Office� Radiation Control and the NCRP Report No. 49. Please read the notes on the shielding form. The shielding form and room plan for the suite will be submitt,ad to: Massachusetts Department Public Health Office .Radiation Control - llth Floor 150 Tremont Street Boston, Massachusetts 02111 Attention: Robert Hallisey, Director Please call if there any questions and I shall give them immediate attention. : . Sincerely yours , => . Neil A. Gaeta Certified Health Physicist enclosures cc: . MDPH/ORC, R.Hallisey, Director T. Harkness; AIA U U TTTTTTTTTT S S S ^ U U T S S U U T S � U U T S S S Of MASSACHUSETTS/ INC" U U T S U U T S S UUU T SSS , 5 Richardson Lane / Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 11-18-87 2 Sa | em Building Inspector Job " No . UTS 7995 Mr " Steve Santry Project Puritan Professional B | dg , One Salem Green Contractor Carr Enterprises Salem, MA 01970 ------------------------------------------------------------------------- CLASS CONCRETE 4500*: - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aggr . Source Coarse Aqgr , Source Admixture Brand Name Admixture Brand Name Water Source ------------------------------------------------------------------------- LOCATION OF CONCRETE REPRESENTED , Pi | es : "B'/ Line LAB DATE DATE AGE NO, SIZE AREA WEIGHT CAST TESTED DAYS P.E. I . F827 6x12 28 .27 29.25 10-21-87 10-28-87 7 3/ 100 F828 6x12 28.27 29. 31 10-21-87 11-18-87 28 5/ 100 F829 012 28"27 29 .31 10-21-87 11-18-87 28 5/ 130 F830 602 28 , 27 29 " 25 10-21-87 11-18-87 28 5/ 130 - ------------------------------------------------------------------------- AIR CONTENT 4 " 1% REMARKS : SLUMP 4 3/4'/ WET DENSITY CONCRETE TEMP. 71 AIR TEMP . 69 TRUCK NO . 21 SatisfacIor/ Unsatisfactory / TICKET NO, 11335 UTS OF MASSACH , INC" Review. d ihl `By : Michaei Des '�r �� U U TTTTTTTTTT S S S U U T S / U U T S S S Of MASSACHUSETTS / INC. U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 11-18-87 1 Salem Building Inspector Job . No , UTS 7995 Mr , Steve Sentry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem, MA 01970 ---------------`--------------------------------------------------------- CLASS CONCRETE 4500:L - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aqgr . Source Coarse Aggr , Source Admixture Brand Name Admixture Brand Name Water Source ------------------------------------------------------------------------- LOCATION OF CONCRETE REPRESENTED : Piles ! '/A// Line LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P.S. Y. F823 602 28 . 27 29 ,50 10-21-87 10-28-87 7 2/940 F824 602 28.27 29. 56 10-21-87 11-18-87 28 4 /97S F825 6x12 28" 27 29 .50 10-21-87 11-18-87 28 4/92O F826 6x12 28. 27 29. 44 10-21-87 11-18-87 28 4/930 - ------`------------------------------------------------------------------ AIR CONTENT 4 . 3% REMARKQ SLUMP 5" WET DENSITY CONCRETE TEMP. 71 AIR TEMP . 67 TRUCK NO . 26 sat isfact�ry Unsatisfactory � TICKET NO , 113337 UTS OF MASSACH SE S / INC . Reviewed' BY : Michael Deslh'| er � , , �"� prZIP � S E5 Notes of Conference Job Meeting Notes ` Client : Tom McAuliffe Project : Puritan Professional Office Building Date of meeting : November 19 1987 ' Place of meeting : ' 333 Highland Avenue Salem, MA Present : Jim Ward � John Clemenzi Tito Harkness Notes Prepared by : Tito Harkness Points of Discussion , 1 " Job Status: Pile caps are being poured; caps are complete at 28, 3Bv2C, 3C^ ` Telephone pole is being relocated" 2^ Electrical changes will be dealt with by letter, rather than chnaging drawings. This is to include changes from Roger Farmell ` s latist letter, and HVAC changes" 3. Jim Ward will check cost of aluminum grating with stainless steel bolts and isolation of metals, 4" Pitched roofing may not be Supradur ; Jim will submit Eternit as alternate" 5" Footing drain will run above big footings at front of building, close to base of high foundation mall ; then it will dive down along grade beam" ` � � ^ 6" Jim Ward will send the cabinet drawing out for pricing today" 7^ John Clemenzi will take concrete samples on the job, then have them picked up in batches hg VTS" R t d, Tito Harkness cc Tom McAuliffe Jim, Ward ^ ' ` Certificate No: 989-06 Building Permit No.: 989-06 Commonwea,*.h of 4,1assachusetts City of Salem Building ElectricalMechanical Permits This is to Certify that the BUSINESS located at -------------------- Dwelling Type_-_-------------- 0323 HIGHLAND AVENUE in the CITY OF SALEM Address - Town/City Name IS HEREBY GRANTED A TEMPORARY CERTIFICATE OF OCCUPANCY TEMPORARY CERTIFICATE OF OCCUPANCY TO ALLOW STORE SET-UP BY EMPLOYEES & VENDORS ONLY (NOT FOR PUBLIC USE) This permit is granted in conformity with the Statutes and ordinances relating thereto, and expires --Thursday May 24 2007 unless sooner suspe ed or revoked. Expiration Date Issued On: Tue Apr 24,2007 GeoTMS®2007 Des Lauriers Municipal Solutions,Inc. ------------------------------------------------------------------------""--- s�•��Q' r � t W s ` r ' I V � ��• � or►ms` S �� 0323 Hi YHLAND AVENUE S ;. i 989-06 GIS --- ' 53 Map.: 08 COMMONWEALTH OF MASSACHUSETTS Block: . CITY OF SALEM Lot: *1 0146 Category:, Permit#' 989=06 BUILDING PERMIT Project W JS-2006-1905 Est.Costs:` $1,200,000.00' Fee Charged: $13,205.00 Balance Due: $.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group Alliance Construction STATE-CS067782 r' Lot Size(sq:;ft):'30061 RP _ 01 caner: Richmond Company The f Units Gained A cant: Richmond Company'i.re Units Lo.t-. AT: 0323 HIGHLAND AVENUE Dig S404: IS—SU ON: 07-Jun-2006 AMENDED ON: EXPIRES ON: 07-Nov-2006 TGa PERFORM THE FOLLOWING WORK: Construction Of Convenience Store&Gas Station&Bank(PER PLANNING BOARD APPROVAL) POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building 22 l ; Underground: Underground: .Underground: �. i�.7' Excavation q./ice/OG Serrlce: Meter: ,1�J _ Footings: . Rough://--,Y—(JO I Rough:O!�I_ 1 l �L`�N.1� Rough:01< ( (' y Foundation. Final: Final: "� Final:dfr\ PAA 3/lit Ly��p ,- Rough Frame: /�' G F D.P.W. Fire Healthireplace/Chiey:jJ tl i3�OG Meter: Oil: �� Insulation: (louse# Smoke: yFinal> Water: �� Treasury: Alarm: (l Sewer: Sprinklers: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOL : ON OV O TS RULES AND REGULATIONS. �It Signature: Fee Type: Receipt No: Date Paid: Check No: - Amount: BURRING REC-2006-002555 07-Jun-06 12820 $13,205.00 At � - F IMvr., +:hi GCO NISO 2006 Des Lauriers Municipal Solutions,Inc. "tx ' ^ � ` 1 k Notes of Conference Job Meeting Notes Client : Tom McAuliffe Project : roJec : Puritan Professional Office Building Date of meeting : . December 3, 1987 Pl �333 . `^g..~~.., Vvenae Present : Tom McAuliffe Jim Ward John Clemenzi - Tito Harkness ` Notes Prepared bg : Tito Harkness Points of Discussion : 1 . Job Status: Pile Caps and footings are poured Grade beams are being formed Hater tap is complete in street ; water line is being brought across street" Utility poles are set ; Mass Electric must relocate the power lines next" 2" Pelletier is somewhat slow in responding" Gene wants to focus on the street work first , then utilities. 3" Electric conduits cannot be set until Mass Electric has located their power cables on the pole, and all other utilities have been coordinated on the pole, � ` � | � 4" Stamped steel shop drawings were given to Jim Ward; since this was Tito` s only copy , Jim will return a copy to Tito. .5" Concrete admixture submittals were reviewed with Jim and John ; Jim will resubmit the accelerator (without calcium chloride) and the historical test results so that they are tied in to the mix design. 6" Tito is to prepare sketches of curbing modifications for Jim to price curbing. 7" Tito is ,to respond to latest letter on electrical , B. Charlie Adams should respond in writing regarding question of compatibility of membrane waterproofing with protection/insulation board" Also, Charlie should verify concrete curing timerequired before his membrane can be applied for optimal membrane performance; structural requirement is for 7 Nags minimum curing bere application, Respectfully Submitted, ' Tito Harkness cc Tom McAuliffe Jim Ward AS Agy��_�� ! ^ a I.tublic JJrupe�rttg Department ?t� ^'AJAE��Hneo'`�59 C ll[��[Ilil, epurtntent One $nlem (Frirren 7,15-LIZ13 William H. Munroe Director of Public Property Maurice M. Martineau, Ass't Inspector Inspector of Buildings Edgar J. Paquin, Ass't Inspector Zoning Enforcement Officer John L. LeClerc, Plumbing/Gas Insp. October 1 , 1987 Mr. Daniel P. LaGatta P.E Geotechnical Engineer Inc. 1021 Main Street Winchester,MA 01890 RE: E-3_337HAvenue Dear Mr. LaGatta, This letter will acknowledge receipt of your correspondance dated September 23, 1987 regarding the property located at 333 highland Avenue, Salem, MA. and your request for a waiver of the pile load test for the project. Having reviewed the boring location plan, subsurface profiles, foundation plan and drillers logs provided and your assurance that full-time GEI personnel will be on site during the driving of the piles, I feel that this request can be granted at this time, however I am requesting that reports be filed with this office on the conditions found on any days your personnel are on site. Please direct these reports to Inspector Steve Santry of this department. Sincerely, William H. Munroe Inspector of Buildings WHM/eaf C.C. Inspector Steve Santry t TRANSMITTAL CARR Enterprises, Ltd. 161 Andover Street Peabody,MA 01960 Date September 299 1987 Tel.532-5455 Job Name,. PuritanProfesaional7Bldg. )333 f%%9h'c�niD f/v Location Salem 'MA 01970 TO: The Knox Com party 846 Production Place Newport Beach, CA 92663 Submitted By ATTN: �] We are sending you herewith under separate.cover . • ,❑ For approval or correction . . . .E3 For final approval and distribution . . .❑ For correction and resubmittal . . . . . . .❑ Approved as noted . .. . . . . . . . . . .❑ For your co-ordination . . . . . . . .6] For compliance . . . . . . .El For your information . . . . . . . .El Copies Drawings No. Date 1 Knox Box Order Form and CHeck Remarks: CARR Enterprises, Ltd. cc w/Order Form: John Clemenzi Albert Harkness / By Salem Building Dept. V/ James Ward, Vice President 4 PUBLIC SAFETY KEY BOX SYSTEM AUTHORIZATION FORM IMPORTANT— READ THIS FORM CAREFULLYII Complete this special form to obtain KNOX-BOX devices which conform to your particular PUBLIC SAFETY KEY BOX SYSTEM as indicated by the system code number below. WARNING—This order WILL NOT be processed unless the following items are completed. 1. This form must have the proper authorized signature from the issuing "PUBLIC SAFETY AGENCY." 2. Full payment for amount of purchase must accompany this order. 3. C.O.D. and credit orders cannot be accepted. 4. Send this ORIGINAL signed form only — do NOT send a copy. PLEASE NOTE: Each KNOX-BOX device is specially fabricated and keyed to'meet the requirements of your agency's key box system; therefore, you must allow 2 to 3 weeks for delivery. All units are shipped WITHOUT KEYS. Contact your issuing agency for instructions covering keys and lockup. These vaults can only be opened and closed with authorized issuing agency key. KEYS ARE NOT SUPPLIED to purchaser. Instructions for mounting are supplied with each unit. REMEMBER—All shipments are factory direct and will be sent on a PREPAID basis only. Shipping and processing(and sales tax-for California Residents off) must be added to unit price. CAREFULLY COMPLETE THE FOLLOWING Type or Print Clearly THIS SPACE FOR ORDERED BY: L ORDER DATE 2 $ AGENCY USE ONLY Company CARR ftA fft a se I^ b Street 4(o0 Uo_s-ru S+.;0 <„ re FcUfl_ City/State To O� SFl6L-D 1 AA-A INDIVIDUAL PLACING ORDER: Zip OIgS'� SALEM FIRE DEPARTMENT NameT/ktEs 3. WA" Phone ((,81) 881-3519 SHIP TO: DO NOT USE P.O. BOX Issuing Agency Attention of: 701+W GI�YNcr t ;✓1 Company C.AR A E-3,416T.94AgES LED- NOT VALID UNLESS SIGNED � Street 131 �11G.L�l.AAin� AuE City/State st lem 1 11/t A -`�--- Zip 01017 0 AUTHORIZED SIGNATURE Purchase Order No. If Required SYSTEM CODE NUMBER INSTALLATION ADDRESSES: (THIS IS AN AGENCY REQUIREMENT) PS-43-044-09-88 PURCHASERS MUST LIST BELOW ALL ACTUAL INSTALLATION ADDRESSES. THIS LIST IS NECESSARY FOR AGENCY SECURITY RECORDS AND IS CONFIDENTIAL. KNOX CO. USE ONLY BUILDING NAME STREET ADDRESS CITY RECD RETURNED la :?uAI_rA+, f�LuFE51114A 331 }I,GLfLAuoJhJE: 5AIC- E VERIFY 0/N E X 0 REJECT MAS i -,� AUTHORIZATION FORM THE KNOX COMPANY,Post Office Box 2684,Newport Beach,CA 92663 (714)650-2885 PRICE SCHEDULE 20A-1987 FIRE DEPARTMENT ALERT DECAL-Decal should be placed on all ex- OTY. PRICE TOTAL$ OTY. PRICE TOTAL S ? terior doors to alert firemen that the building is equipped with a KNOX-BOX EXTRA HEAVY DUTY 0 Recessed Mount'MODEL ¢ Black 221.00 22 device.Decal is 2"square and made with the finest 3-M reflective material. $ 1.00 1 4400-R KNOX-VAULT Without Alarm Tamper Switch.W thick O One Decal included with each order. steel door.Large Capacity.Outside dimensions 7"W x 7"H x O Aluminum 236.00 23 5"D with 9112"x9'12"Flange.Approx.wt.24 lbs. O KEY TAGS-White fibre tag with spring key clip(10/pkg.) 2.50 37 Dk.Bronze 236.00 24 TAMPER SEALS-Consecutively numbered.Pkgs.of: 50 8'00 33 EXTRA HEAVY DUTY® Recessed Mount*MODEL ¢ Black 236.00 25 100 12.00 34 4400-RTS KNOX-VAULT With Alarm Tamper Switch.W thick O steel door.Large Capacity.Outside dimensions 7"Wx7"Hx Aluminum 251.00 26 MEDIUM DUTY Surface Mount MODEL 2900 KNOX-BOX This model is 5"D with 91/."x91/2"Flange.Approx.wt.24 lbs. O Dk.Bronze 251.00 27 designed for lower level security(e.g.utility doors,gates,boat docks.parking 99,00 2 structures).Tamper Switch not available on this model.Black Polyester Finish. RECESSED MOUNTING KIT-MODEL 4400-RMK• Outside dimensions including baseplate 4"H x4"W x2'h"D.Approx.wt.5 lbs. Greatly simplifies mounting in new concrete or masonry.For use with Models Black 114,00 3 4400-R and 4400-RTS ONLY Kit contains shell housing which is cast-in-place 49.00 28 ut HEAVY-DUTY 0 Surface Mount MODEL 3200 KNOX- O inside shell housing with hardware provided. IS Special Application. BOX Without Alarm Tamper Switches. All +/4"Heavy Plate -i Aluminum 129.00 4 Steel.Outside dimensions 4"Wx5"Hx3"D.Approz.wt.9 lbs. 0 .14+h"Wx18"Hx5"O Dk.Bronze 129.00 5 Approx.wt.47 lbs. 383.00 31 w ¢ Black 144.00 - 6 KEY B HAZ.MAT.VAULT - HEAVYDUTY Surface Mount MODEL 3200-TS KNOX- 141h"Wx18"Hx7"D MODEL 1200-Holds keys,blueprints,Haz. 391.00 32 BOX With Alarm Tamper Switches.All 1/4"Heavy Plate Steel. -i Aluminum 159.00 7 Mat.data sheets,control switches,phones, Approx.wt.50 lbs. Outside dimensions 4"Wx5"H x3"D.Approx.wt.9 lbs. V etc.Use for high-rises,large building com- Option"TS" Add Dk.Bronze 159.00 8 plexes and factories.Heavy plate steel con- Dual Tamper Switches 23.00dA u Black 142.00 9 struction. Beige polyester finish. Includes HEAVY DUTY 0 Recessed Mount MODEL 3200-R 4.2. 27 key tags and key hook panel for 27 keys. Option"2A"-2 Locks:Key to Adtl - KNOX-BOX Without Alarm Tamper Switch.,All y4" Heavy OJ Aluminum 157.00 10 Single fire department lock and tamper met either lock will open vault. -- 34.00 8 Plate Steel.Outside dimensions 4"W x 5"Hx3"D vvith.7"x 7". O 'tab atentlertl.Not waterproof. _ Flange.Approx.wt.10 IDs. O Ok.Bronze 157.00 11 Option"2B"-2 Locks:Key to Add C both locks req'd to open vault. 24.00 HEAVY DUTY G Recessed Mount MODEL 3200-RTS ¢ Black 157.00 12 1200-1OWH WEATHER HOUSING-For use with 1200 Key & HAZ-MAT KNOX-BOX With Alarm Tamper Switch.All 1/4"Heavy Plate O 32-E Steel. Outside dimensions 4"Wx5"Hz3"D' with 7"x 7" Aluminum 172.00 13 Cabinet when an outdoor installation is required.Outside dimensions 23"Hx 227.00 O 20"Wx14"D.Approx.wt.30 lbs. Flange.Approx.wt.10 lbs. U Dk.Bronze 172.00 14 MODEL 1100 DATA STORAGE BOX-For use by small businesses.Holds RECESSED MOUNTING KIT-MODEL 3200-RMK- information,MSDSand Floor plans.interior capacityof12"Wx11"Hx2"D holds 187.00 38 Greatly simplifies mounting in new concrete or masonry.For use with Models a 2" thick binder. Steel and aluminum construction.Tan Polyester Powder 3200-R and 3200-RTS ONLY Kit contains a shell housing which is cast-in- - 39.00np400 15 Coat Finish.Outside dimensions 13"Wx 14"H x41/4"D.Approx.wt.20 lbs. place during new concrete or masonry construction.KNOX-BOX then mounts DD �� inside shell housing with hardware provided. 'NOTE:Special Application. KEY OPERATED SWITCH MODEL KS-2.Key KS-2 "` 29.00 35- removable in either position. For override control of Without Dust Cover EXTRA HEAVY DUTY 0 Surface Mount-MODEL 4400 ¢ Black 186.00 16 electric doors,gates equipment,etc.Includes special KNOX-VAULT Without Alarm Tamper Switches.4's"thick steel O - mounting kit. KS-2 DC 38.00 35-D door. Large Capacity.Outside dimensions 7"Wx7"Hx5"D. p Aluminum 201.00 17 Wdh Dust Cover Approx.wt.23 lbs. O Dk.Bronze 201.00 18 HEAVY DUTY PADLOCK Q MODEL PL-1.W'diameter hardened steel 39.00 36 shackle with solid cast brass body and pull resistant shrouded key hole. EXTRA HEAVY DUTY Surface Mount*MODEL es Wthic4400- ¢ Black 216.00 19 O WEATHERPROOF HEAVY DUTY PADLOCK QQ MODEL PL-111111. do KNOX-VAULT Ca With Alarm Tamper signs 7"v4 x thick steel53.00 36-Vv door. Large Capacity.Outside dimensions 7"Wx7"Hz5"D. O Aluminum 231.00 20 Bastimeric case cover,%"stainless steel shackle and brass key-way cover. Approx.wt.23 tbs. O Dk.Bronze 231.00 21 A ALL 4400 series vaults have%"thick solid steel doors with drill resistant SUB TOTAL BOTH COLUMNS hard plate and a special relocking feature. iSI.Qo NOTE: KNOX products are first sandblasted then coated with a tough weather resistant,heat fused polyester powder coat. California residents only must O add WA%or 6%Sales Tax MAIL COMPLETED FORM TO: WARNING 44 ■ AD DOCUMENTATION CHARGE `p8•00 THIS ORDER WILL BE REJECTED f UNLESS SIGNED WITH"AUTHORIZED SIGNATURE" FULL PAYMENT MUST ACCOMPANY THIS ORDER I& 1 n /Q .a0 REQUIRED ON OTHER SIDE OF THIS FORM. MAKE CHECK PAYABLE TO TOTAL Send this ORIGINAL FORM ONLY KNOX COMPANY Do NOT send a copy. Allow 1.2 weeks for delivery P GEOTECHNICAL ENGINEERS INC. .'^ 1021 MAIN STREET WINCHESTER MASSACHUSETTS 018 90 16171 721-4000 .. . •KW�0;1 .ppr.r�r April 14 1 9 8 7 Project 86125 .�lt�!It ."o n• cn a: h Mr. Thomas L. McAuliffe «:. President ' }Iutchinson Medical-, Inc . 5333 Highland Avenue_ Salem , MA 01970 = Subject : Puritan Medical Center Proposed Building Salem, Massachusetts .' Dear Mr . McAuYiffe:--j ----------------- This letter report summarizes our geotechnical recommen- dations for the subject building in Salem, Massachusetts . Authorization This work was authorized by a signed copy of our proposal letter dated July 30 , 1986 . The following GEI staff were involved in the work and preparation of this report . Alton P . Davis Jr. , P .E . Project Manager Gillian M. Gregory , Ph .D. Project Engineer Project Description The site of the proposed building is adjacent to the Hutchison Medical Building at 333 Highland Avenue in Salem, Massachusetts , as shown in Fig. 1 . The building will be two stories high with access from the ground surface to each level . It will be about 7 , 500 square feet in area . The ele- vation of the first floor slab will be at about El . 112 ft . Site Description The site for the proposed building is fairly level at about El . 130 on the north side along Highland Avenue . About OFFICES: CONCORD NEW HAMPSHIRE DENVER - COLORADO Mr . Thomas L. McAuliffe -2- April 14 , 1987 zcy'% halfway across the site at the location of the proposed • . ;rt; ; building, the ground level drops off at a slope of about 1 .5H : 1V. The area at the bottom of the slope is a "Bordering Vegetated Wetland, !' as indicated in the "Notice of Intent Under the Massachusetts Wetlands Protection Act , G.L.c. 131 , #40 and Application for a Department of the Army Permit , " dated September 8 , 1986 . Part of the site was previously used for storage of fly ash. The existing building is founded on tf, piles . Subsurface Conditions Subsurface explorations were conducted at the site by Carr-Dee Corp. of Medford, Mass . between November 29 and December 1 , 1986 . The program consisted of three borings and one probe. A site visit was made by GEI during the drilling operation on December 1 , 1986 ; however, the borings were not continuously inspected by GEI . The results of our site visit were described in our December 4 , 1986 letter included as Appendix A. The locations of the Carr-Dee borings , denoted by B , are shown in Fig. 2 . Logs of other borings were also made available to GEI , and the locations of some of those borings , denoted by GW and BB , are also shown in Fig. 2 . The logs for all the referenced borings are included as Appendix B . Figure 2 also shows two sections taken across the site . The sections show that fly ash was encountered at varying ele- vations throughout the site. At the location of the proposed building, the fly ash appears to occur only in a thin layer. We suit that the proposed building may be at the location of a dike composed of bou dprs , cobbles , and random fill ori- ginally constructed to contain the fly ash. Two of the probes shown on Fig. 2 , B4 and BB4 , indicate that there may be a soft or loose layer below the fill . This is suspected because of the low number of blows required to drive A-rods through the material . Subsurface conditions shown in the cross sections have been interpolated from the borings . Subsurface conditions encountered during construction may vary significantly from those shown in Fig . 2 . Groundwater was not encountered in any of Carr Dee ' s borings . Extrapolation of groundwater levels from the prior borings indicates that groundwater probably will not be encountered during construction. The presumed groundwater level is indicated on the cross sections . However , ground- water levels do vary and the groundwater may be at an eleva- tion different from that indicated in Fig 2 . during construction. The building will be founded in the random fill layer. GEo'PECIINICAI. ENGINEERS INC. Mr . Thomas L. McAuliffe -3- April 14 , 1987 v - Recommendations GEI recommends that lthe proposed building be constructed x� �'a "using spread footings founded in the random fill with an allowable bearing pressure. of 2 tsf . It is estimated that the base of the footings will be at an elevation of approximately 107 . All exi5ting mat 1 within the_excavat.ion_l-im-i-ts-shown on Fig . 2 should be-(remove_ d_ W-e�r-ecommend that a represen- f tat v`efrom GEI_be,pres �during-excavation-to-check-that-the soils at the bottom of -_excavat-ion are_sui-tab.l.e_to-s-upport spread footings . FWe also recommend that one deep boring be performed`under-Our direct supervision prior to construction, to check7-that-so€t so-ils--are-not presene-below'the proposed footings and that 2 tsf is an appropriate bearing pressure for design. This recommendation is made because GEI was unable to observe the prior borings , and the probe B4 and prior boring BB4 indicate that there may be a loose or soft layer at approximately E1 . 75-80 ft. Both borings B4 and BB4 were advanced as probes using A rods to evaluate the loose material. No samples of this loose material were recovered from either boring. Under those portions of the building where more than 9 ft of materi=a_1-- is-to -be--excavated--to -reacts the footiri elevation —- of 107 , the wei ht of the buil3in will be less—Mian t1�e • weig t o soil removed. Thus if a soft layer-is present below this area it will not experience any additional stress and is therefore not expected to cause significant settlement of the building. At the southeast corner of the building, less.. than 9 ft of f�1I is to be removed and, in Iaces , -_ ll_will-have:_to_ be_ added to b—ring tie gr— ouna up o e evation 107r�EI recommends `that materia exT— cavate� for tie building be stockpiled in this V ,c --- - �— corner in o er_to re oa un er�_i_ng an_y Zoose materi..al �We recommend that-GEI e retailed -to direct tTie preload operation and monitor the settlement of the stockpiled fill to determine Lhen footing construction may proceed` The required excavations should be sloped at 2H : 1V due to the loose condition of the fly ash. The exposed fly ash will be susceptible to erosion and may need to be protected during periods of rainfall , as discuss&U eeoow. Material placed on t e s op e leading down to the wetlands area should have a slope no steeper than 2H : 1V . This slope should be covered with topsoil and seeded to prevent erosion. No fill may be placed during subfreezing weather. Structural Fill - Structural fill meeting the gradation requirement—s--o Table 1 should be placed between the bottom of • the excavation and the building floor slab and footings . This fill should extend 1 ft outside the plan area of the building at E1. 110 and project at 45 degree angles downward to meet existing grades . The fill should be placeed� in loose lifts not q)} GEOTECHNICAL ENGINEERS INC. Mr . Thomas L. McAuliffe -4- April 14 , 1987 O exceeding 10 in. and compacted to 95% of maximum dry density as�e ermine y est Method D. Por io > he excava a ran 1 i i excavated and stockpiled so as to prevent contamina-_ S: VITT rov> e i meets the gradation re 1HULILS given > n Table 1 , General Fill - The off-site borrow materials proposed for this project are known to contain significant amounts of silt and occasional pieces of demolition debris . We recommend that this off-site borrow be used only in the parking lots and for general site grading. It is further recommended that the off- site borrow be placed under carefully controlled conditions . Careful control of off-site borrow moisture content and com- paction effort will be required to insure satisfactory perfor- `mance of the completed structure. This material should be placed in 12 in. loose lifts and compacted to 90% of maximum dry d nsity as determined by ASTM Test D1557 Method D. Fly ash - Two questions have been raised concerning the fly ash present at the site. 1 . Can the existing ash fill adequately support a pavement structure for the parking aprons? 2 . Does the ash fill material constitute a "hazardous waste" ? ., Question No. 1 can be answered by observation of the por- the existing paved areas which are on ash fill. The ea behind the existing building is used for parking aking deliveries to Hutchinson Medical, Inc . To date, tere is no indication of distress in the existing paved area . It is concluded that a pavement structure similar to that used iri=the existing areas should perform adequately for new paved areas-] rf In addressing Question No. 2 , we have discussed this que tion with Mr . Robert Tanzer of DEQE' s Woburn office . Mr . Tdnzer indicated that the ash is being currently used as a fill material . Although it may be locally disturbed during excavation and construction, it will again be used as fill malterial during final site grading . DEQE considers this as filll material and not hazardous waste . It should be noted that no area of the proposed building will be founded on ash We recommend that durin excavation of the siteallg areas o exposad__as i e covere wit astic sheetingto prevent local erosion of the ash due to raintall . W.e_recommend_t_ha_t_GEI be engaged_tojreview the final plansna d specifications for conformance with our recommen- dations and that GEI be retained during construction to to �{ ( � ) GEOTEQiNICAL ENGINEERS INC'.. Mr . Thomas L. McAuliffe -5- April 14 , 1987 observe the excavation work and check the suitability of the soil conditions present at the bottom of the excavation. We also recommend that GEI be engaged to provide compaction control during backfilling. Limitations Limitations on the engineering recommendations contained in this report are presented below. The intent is to prevent misinterpretation or misapplication of our recommendations . 1 . This report has been prepared to assist the architect and engineer in the design of this project. Our recommendations are provided for the above-described proposed structure. In the event that any changes in the nature, design , or location of the structures are planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of this report modified or verified in writing. 2 . The analysis and recommendations submitted in this report are based in part upon the data obtained from the borings . The nature and t extent of variation in subsurface conditions between borings may not become evident until construction. If variations do become evident , it will be necessary to re-evaluate the recom- mendations of this report. 3 . This report has been prepared in accordance with generally accepted soil and foundation engi- neering practices . This warranty is in lieu of all other warranties expressed or implied . If you have any questions about this report , please do not hesitate to call us . Yours sincerely , GEOTECHNICAL ENGINEERS INC . j'A 01 144S r�o� ALTON zz P. Gillian M. Gregory, Ph .D. 7 DAVIS, JR, - GeotechnicalE �neer No. 24193 �`'(�' Ago 'pECISTER��O�� fSS/ONAL ENS\ • Alton P. Davis Jr . , P.E . Project Manager GMG/APD: ck Enclosures OEOTEGHNIGAL ENGINEERS INC. ® TABLE 1 - GRADATION LIMITS FOR STRUCTURAL BACKFILL Puritan Medical Center Proposed Building Salem, Massachusetts i Structural Backfill - shall conform to the following gradation limits : Sieve Size Percent of Material Passing 3 in. 100 3/4 in. 60-100 No. 4 35-90 No. 16 15-70 No. 50 0-40 No. 100 0-20 ® No. 200 0-8 I All fines passing the No . 200 sieve shall be nonplastic. Backfill should be free of deleterious material. Project 86125 Geotechnical Engineers Inc. March 5 , 1987 - - parkv. - 11 u \ _ r --Geeiu Ce �. GT",o rs \ P atax F Petersf . a yo J xz sxnl Point s rn ooa /� Goll C ` O I ou e sr - - - '' — FEAEA4to I yrs %I, @ Jareans R M yy B '13 ix on �,$ y :1,�� ' NI e>aete r i� `�: , orC--tea HJI M Gree Is } s. •_ � —�� -�-�3 w �� c CSrh � s�]'ho .ScM1 {'_ . ILL Cemeiey - e� � &J His�6 h �5 h t, PSP tonne �. �harM _\z •asHoaoital��`� � NAl 4eSla .e� Scn/ �;: M� tN \ \\ I •rte \• /a � 6.a w'Sac f v :.I r>�w al ` \ a''n o. p r� C. on Lme 1 �t ate\ ?�r-6JPLE 11Y sF, [ci'Y`Qv Hilt 4 K/ /' Il' ./ v� a tii A t Vs>< •nv o� F'. O x ah.een. F° 'ti�� k ♦ r/ ete Y •r— N BM rare O Old Souln'�-`\ ea Ot N=�Certr=� \ 8M ark „CI CBR ` ._ 'Li I � i; �.G0. /: .t ♦ `� �Ty \�\� 5 {� c 3M . aL A: 0� ., .,°..y \ .fie 9�,� Silwe 1• M --ate rFG`a\ aCe,,,� n h � " 1 �.r�a'-�'��\ 4/'�� ` ^'l•\ � Scb /� ach .-� Sch �p5 �\[ \ � �_�\ Sta . W S gLEM< \y r v eaaow c 6i i , wdi\ _ ' "� /�Y. Sta, sl h4 ° a /,. - _� �of()�1 �—/� ' r ©.`..gel v{.i� to a =` e 11 s ✓ taY`.: \ a e\ Pund \_ .k.Y✓ y � 2 f —T�e _ , v �.v y . .. s \ � ` i I c 0 11 Sve^i , 1 coy 5 Osla nas o Ia 16 Piarrin / , ow� K / 213^Yeaootl t . a _ Ch Fit NNN lGnLnr naxn\ U.S. Geologic Survey Salem Quadrangle 0 . 1000 2000ft 1:25000 NGVD Datum SCALE ® Hutchinson Medical, Inc. Hutchinson Medical Center Salem, Massachusetts SITE LOCATION PLAN Salem, Massachusetts GEOTECHNICAL ENGINEERS INC. Project 86125 February 2 , 1987 Fig. 1 APPENDIX A Letter to Mr. Thomas McAuliffe dated December 4 , 1986 O GEOTECHNICAL ENGINEERS INC. 1017 MAIN STREET WINCHESTER MASSACHUSETTS 01690 (617) 7291625 vgMCVwu PO"LDC NOELD.RE $TETCVEJ POU40VLOS.PC .ICL PLw O/�TT/� PC wlCr.. O M N PC ELL. CAST'Po'qO.PC. ... SSOC$ JONN W.Cp..N(:C.PC E wwNC50.L[ATNEwS.PE December 4 , 1986 Project 86125 Mr. Thomas L. McAuliffe President Hutchinson Medical, Inc. 333 Highland Avenue Salem , MA 01970 Subject : Puritan Medical Center Proposed Building December 1 , 1986 Site Visit Dear Mr. McAuliffe: ® A site visit was conducted on December 1 , 1986 to review results of a drilling program being conducted by Carr-Dee Corp . At the time of the visit, four borings had been completed . Borings B1 through B3 had been drilled from the existing parking lot grade while B4 was located at the toe of slope on the easterly end of the proposed building. Borings B1 through B3 indicate soil profiles similar to borings conducted adjacent to the existing building in July 1985 . These showed a laver of low blowcount fly ash with coal fragments covering the site. The new borings show that this layer extends all the way to the back of the site where the grades drop sharply to the lower wetland areas . The B4 boring in the lower area was conducted as a probe hole without sample recovery . The reported penetration resistances in B4 indicate native soils with a possible softer zone at about 10 to 15 ft. Due to access difficulty and the nearby outcrops of bedrock , the undersigned recommended that proposed boring B5 be deleted from the program. Based on this information, it is concluded that the pro- posed building will require a pile foundation or the excava- tion of the existing site fly ash materials down to natural soils and replacement with a properly placed structural fill . At this time the latter option would appear to be the pre- ferred solution. OFFICES CONCORD - NEW HAMPSHIRE - DENVER - COLORADO Mr . Thomas L. McAuliffe -2- December, 4 , 1486 ® Prior to leaving the site , it was recommended that the new drill holes be surveyed to define their locations and ground surface elevations . This information will permit development of geotechnical profiles through the building site for proper interpretation of excavation requirements . Sincerely yours , GEOTECHNICAL ENGINEERS INC . Alton P. Davis Jr. , P. E. Project Manager APD:ms CC: Mr. A. Tito Harkness Lindentree Corp . GEOTECHNICAL ENGINEERS INC. 37 LINDEN STREET P.O. BOX 67 MEDFORD, MA 0215[.0001 Telephone 391-4500 To, HUIt7MZMN KMICAL INC. S,%Llaq, M4. 01970 Date Df'.'L`MM 3, 1986 Job No 86924 Location PROFOSED HJII INU 333 HICiUM AVMJE, SAI , M. Scale 1" = 3 ft. S BORING I GMM SURFACE 1I Sl 1, F6Rf G.S. TO 2'0" 12 RFM1,1ERED 17" 17 13 FILL 9 Slit, FM4 510" TO 710" 7 REOJVENED 12" SAM 8 7 GRAVEL, STONES, O(14L, L,DOD, SILT 5 573, FtG➢I 10'0" 'Ill 12'0" 4 iiE()JVEHCD 20" 5 8 I S#4, FFUl 15'0" M 17'0" 1 REC 0krEtM 12" 2 4 20'0" ND WAIEN ENOUNIEKID SIZE OF CASING N"', 101M 15'0" DRILLER: L. MEDEKIOS DATE SIAKIED 6 IXMPLEIED: 11-28-86, 11-29-86 All Dimples have been visually classified by HJD Unless otherwise specified, water levels noted were observed at completion of borings,and do not necessarily represent permanent ground water levels. Figures in right hand column indicate number of blows required to drive 'tin-'TTM qFq 1T WM FR F inches using 140 lb.weight felling 30 inches`. Figures in column to left(if noted)indicate number of blows to drive casing one foot, using ` Ib. weight felling 24 inches SHEET I of 1 '37 LINDEN STREET P.O. BOX 67 MEDFORD, MA 02155-0001 Telepnone 391-4500 To 1 UMUNSW M)ICAL RW.. S1Lal, MA. 0 19 70 Date DEaMER 3. 1956 Job No M924 Location PRC)POSED Wai)ITIG 333 HIMAND AVENUE. SUal. MA. Scale 1" = 3 lt. BORING 2 GMM SURFACE 3 5111, Fiat C.S. TO 2'0" 7 RFDOVEPM 16" 10 9 4 5112, FRCM 5'0" TO 7'0" FILL 5 RECOVERE9 12" 2 4 SAND, ® GRAVELI 5113, Fta-1 10'0" TO 12'0" I REOJVERE'D 15" I WOOD, 3 S4, FfUl 15'0" TO 17'0" 2 RECOVERED 12" COAL, 4 6 BRICK SILT g S'/5, DOI 20'0" TO 22'0" 5 NEODVERED 14" 7 9 25'0' (()JNCII�UED 0, S"EET I —of 2 37 LINDEN STREET P.O. BOX 67 MEDFORD, MA 0215_,-GU01 cicpnon¢ ��1-.;,UU To HMIINSON MEDICAL INC. SoURI, M. 01970 Date D`CE= 3. 1986 Job No MOW, Location PROPOSED WIMII 333 HIGHLPPID AVENM1 SALFM, M%. Scale 1" = 3 ft. ® BORING 2 (tbNnNUED) 25'011 5 S#6, FWM 25'0" 10 27'0" 7 IZFMVEPI D 10" 8 14 FILL SAPID, GRAVEL, SIONES, WOM' 5 5117, FiUf 30'0" TO 32'0" CIDAL3 HECOVERM 12" BRICK, 7 SILT 9 34,0" NO PLATER ENCOUNIE ) SIZE OF CASING W, I.E%U 15'0" DHII.I.EH: L. MEHIOS ® DATE STA= 6 CANT EfFD: II-29-86 All r:emples have been visually classified by HTD Unless othorwise specified. water levels noted were observed at completion of boriige_aod.do qAL a Ug present permanent ground water levels. Figures in right hand column indicate number of blows required to drive tti�.Uu--i1IMK.l21i JYLlI 0 inches using 140 lb.weight falling 30 inches f. Figures in column to left(If noted)indicate number of blows:to drive casing one foot. using 300 Ib. weigh '""nn 24 inches t 2 I SHEET . of , 37 LINDEN STREET P.O. BOX 67 MEDFGRD, MA 021.55-0001 icicpnonc 391-4500 To 1UPQ41NSON MEDICAL 1W, SALEM, K%- 01970 Date DLIIMIlE.R 3, 1936 Job No 86924 Location PROPOSED Et=DC, 333 HIGIRAPD AVENJE, SALEM, MA. Scale 1" = 3 ft. • BORING .3 Glt(IOPID SURFrp 9 12 S01, FKCM G.S. 2'0" 14 RECOVERED 14" 29 FILL SAPID, GRAVEL, MAL, SMT, STONES 9'6" DRnLED THROUGH ROCK OR B UL.DER ® 110 REFUSAL WATER LEVEL - M WATER ENOOUPIIID SIZE OF CASING NW,LD'1H OF CASRU 9'6" DRn FR: L. M DERIOS DATE SEA= S CO IPIEIED: 11-29-86 *All samples have been visually classified by HJD Unless otherwise specified, water levels notod were observed at completion of borings,and do not necessarily represent permanent ground water levels. Figures In right hand column indicate numberof blows required todrive 'nY)—TNCH SET IT WTI ER 7 inches using 140 lb.weight falling 30 inchesf Figures In column to left(if noted)Indicate number of blows to drive casing one foot. using X00 to.weight falling 24 inches f. SHEET I of I CARR-DEE CORP. 37 LINDEN STREET P.O. BOX 67 MEDFORD• MA 02155-0001 Telephone 391-4500 To HNI'CHD\SON KDICAL rW— SAU:1 I.61 01970 Date DF[TMBER 3, 1986 Job No 86924 ®cation PROPOSED BUDDING 333 HAIUA't) A%TNUE, SALaj, KA. Scale 1" = 3 tt. BORING 3A G � r FILL SAND, GRAVEL, oaAL SIUIES, SILT 15'0" DRILLED rrUULQ1 RaX OR BX DER 17'0" DUUNTERED REFUSAL WITH ROLLER BIT YJ 'WATER ENCOUNTERED SIZE OF CASING 94, LENGTH 14'0" DRILLER: L. MEDEIROS DATE STARTED 6 CCDT=: 11-29-86 NOTE: 13ORM MADE 5'0" Ta U& EXISIIIM WII.DII, FFG1 BOORIIC 1.13. All samples have been visually classified by RM Unless otherwise specified, water levels noted were observed at completion of boringa•and do not necessarily represent pormanent ground water levels. Figures in right hand column indicate number of blows required to drive T C4^iPf 6 inches using 140 lb.weight falling 30 inches±— Figures in column to left til noted)indicate number of blows to drive Wing one foot, using 300 to. weight felling 24 inches f SHEET I of 1 CARR-DEE CORP. 3.7 LINDEN STREET P.O. BOX 67 MEDFORD, MA 02155-0001 Telephone 391-4500 To HI.MINSON MI)ICAL INC., SWIM MA. 01970 Date DF( 131 3, 1986 Job No 86924 cation FIT)POSED B1III.DIW., 333 HIQUAND AVELUE, S4LF"t, h14. Scale 1" = ft. BORING p_I GfU Q S1JRrA(7 AS DIRECTED, PFDBED IO REFUSAL 24'01. R E F U S A L NEATER LEVEL 8'0" DFMIF-R: L. MEDEIRDS DATE STARTED h OaQI.I:TED: 12-1-86 All aemplea have been visually classified by DRTTI.Ft2 Unless otherwise specified, water levels noted were observed at completion of Aorinpa,and do not nocesse��rilyy represent permanent groundwater levels, Figures in right hand column indicate number of blows required to drive 71`L�ILYN SP[,IT SMII'I,ER 6 inches using 140 Ib,weight felling 30 inches:f:_ Figures in column to loft(if noted)indicate number of blows,to drive wing one foot, using 300 Ib. weight felling 24 inches f. CHFCT I nl 1 1 l � � ZD f !I z 11 ' John J. Boyle1 OF 1 boring Report SNCCT BO Martin Road LOCATION Lnton F. Goodwin Milton, Mass' HOLE NO. B-1 TOWN Salem, Massachusetts LIKE A STA. laverhill PROJECT MAKE Hutchinson Medical OFFSET echusetts PROJECT No. Proposed Addition `NnY ROUND WATER.OBSERVATIONS CASING SAMPLER CORE BAR. SURFACE ELEV. 129.07 __Ft. after Kours Type BW SS DATE FINISH 7/9/AS No water level 2 V 1 3/8„ BORING FOREMAN J. Boyle size I.D. INSPECTOR _eft, after Hours Hammer wt. 4008 140# BIT- SOILS ENGR. HAmmer Fall 24" " I OCATION OF RORINr- te Casing $emple Blows per 6" strata Field Indentlflcatlon of soil. HSAIMPIPLE Blows - on Sampler Change Remarks (incl, color, loss of ow per Depths From o Depth wash water, seems In rock. etc.) en. RCC. face foot From-To 0-A A-t2 12-fa IB-> ^� T177 20 21 22 23 3" Pavement - compact brown Sand .1 ' and ;,ravel ------- 27-4 ----2 -4 24 27 29 27 Very cowpact fill - mostly fly ash 2 5' 5'-7' 15 9 6 4 Firm mixed fill, silt and sharp stone 9.0' _. l0' - 3 1W-T 4 7 Fill - loose 5 !0' 20' -22 3 3 4 15' 25' -27 3 1 3 1 2 98.5' 10' 9 -31 2 1 1 1 8 Very loose fill 15 35.0' 5'-3 7 8 10 11 14 37.4' Firm brown silt trace of Saud 9 -38 26 33 38.0' Very comonct brown sand and _qravel 10 Refusal at 38' GRouNO SURFACE TO FT.. USED CASINGI 50 blows-0" penetration using "A" rod and 400$ hemmer D = DRY W =WASHED C = CORED P = PIT A = AUGER UP = UNDISTURBED, PISTON US= UNDISTURBED, BALL CHECK V = VANE TEST Boz1n9 Report John J. Boyle SHEE( 1 OF 2 80 Martin Road LOCATION Clinton F. roodwin Milton' "add. MOLE 00. R-2 TOWN Salem, Massachusetts LIKE A STA, verhill PROJECT HANE Hutchinson Medical OFFSET cachncerrc PROJECT NO. Proposed Addition GROUND PATEROBSERVATIONS CASING SAMPLER .:CORE BAR. SURFACE ELEV. 128_ Il.�tt after. Lsours yQe BW SS DATE FINISH 7/10 85 31.1' I:e 1.0. 2k" 1 3/8" BORING FOREMAN J. Boyle It m ft. after sours INSPECTOR Amer Wt. 4001k 1401k SIT. solLs [KC R. Hawner Fell 24 3n" In ITIQN nr NOR Hr.. On Casing Sample Blows per 6" Strata Field Indenllflcatlon of Soil. SAMPLE slows on Sampler change Remarks (incl. Color, loss of ,)Ow per Depths rrom o Depth -rface root From 0-8 8-12 12-18 IB- ev wash water, seems In rock, etc.� No. Pen act. 0' -1.5 31 1 26 28 3" Asphalt - very compact brown 1 1.5' sand and gravel 21 -41 29 2 Very compact mixed fill, mostly fly 4.0' ash 5 ! 5' -7' 15 12 10 6 Firm brown sand and gravel, some silt i.10� 10.0' - - - —70-T-- --170- blow 0 10.5' Wood ll' -131 10 27 9 38 ' 15' Firm some compact brown sand, gravel and silt 20' 19.5' -- 20'-22 25' Drove "A" rods through the fill to the refusal (Appears to be mostly fly ash) 30' No Sample 35' GROUND SURFACE TO FT., USED CASINGI THEN CASING TO FT. , 0 = DRY W =WASHED C = CORED P = PIT A = AUGER UP s UNDISTURBED, PISTON UB= UNDISTURBED, BALL CHECK Y = PANE TEST Pronertlnns Used, Ira,• a 104 or leas, see• = 40-106, and 504 -AOi MOLE NO. �_� Bokalk Report John J. Boyle SHEET ° 0! ' 80 Martin Road LOCATION ! ►Ulton, Mass. Clinton p, Goodwin HOLE No. R-2 TOrN Sn IPm. Massachusetts LINE A STA. Hpverhill sachusetts PROJECT NAME Hutchinson Medical OFFSET PROJECT NO. Proposed Addition GROUND WATER OBSERVATIONS CASING SAMPLER CORE BAR. SURFACE ELEV. 128, 10 'tom ft. after Hours Type BW SS DATE FINISH 0 1 Size I.D. 2ku 1 3/8 .,31.1' n BORING FOREMAN J. Boyle It ft. after NourB aer Wt. 4004k 1404k BIT. INSPECTOR mm 24" 3(7 so1Ls ENGR. :p to Casing Suepla Blows per 6" Strata Field Indentlflcatlon of Soil. SAMPLE 1. B lows on Sampler Change Remarks (incl. color, loss of :dor par Depths From o Depth wash water, seems Fn rock, etc.} �risce foot From-To 0-e e-12 12-18 18-? Pv. NO. pen Rec, !4n 1 _ 15 17 17 70 Compact brown sand, gravel aIsilt4'2.845' Refusal at 42 .8' 50 blows-0" penetration"A" rod and 4001k hanun GROUND SURFACE TO FT., USED CASINGI THEN CASING TO FT. D = DRY W =WASHED C = CORED P = PIT A = AUGER UP = UNDISTURBED, PISTON Us= UNDISTURBED, BALL CHECK Y = VANE TEST Proportions Used: t raoa • lot or I..., w•. = 10-106, .nx 501 -101 HOLE NO. B-2 T ,Bo rfnL.Report J.1m J. buy1N S,[(T + Of I t . 80 Martin Road LOCATION Clinton F. Goodwin Milton, Mass. HOLE No. B-3 Haverhill TOWN Salem, Massachusetts LINE a STA, AimPROJECT NAME Hutchinson Medical OFFSET eechusette PROJECT No Pr,)posed Addition GROUND WATER OBSERVATIONS CASING SAMPLER CORE BAR. SURFACE ELEV. 127.36 ft. 'after Hours. ype BW SS DATE FINISH No water level 2 1 3/8^ BORING FOREMAN J. Boyle „ ft. after Hours 17e I.D. INSPECTOR ammer wt. 40011 1404 BIT. SOILS ENGR. ,r 24" S—O7'— th Casing Sample Blows Per aN Strata field IndentlfIcation of Soil, SAMPLE Blows on Sampler Change Remarks (incl. color, loss of ow per Depths rrom '0 Depth 'face foot From-To 0-11 e-12 12-18 18-2 Pv wain water, seams In rOCN, etc.) No. PM Net. 1.5' 3" Asnhalt --s-and 2' -4' 19 25 28 33 v2ri cxkpoel: stone, Gravel, fly ash and silt 5' 4.5' 1 5' -7' 20 23 22 75 Compoct brot:n sand , ercvel and silt . LO' 91 -111 5 11 2 15'-17 6 20 7 5 Fill (all we could recover in the ' B?1_C-LpOoa w33 sharp stone - just a few ?feces and wood) 20' 20' -22 9 4 18 7 25' 25'-27 27 16 41 20 27.'3' I _ Bottom of boring 27' 30' Note: Boring stopped as split- spoon badly bent in the fill. t ' IT GROUND SURFACE TO FT.. USED CASINGI THEN CASING TO FT. 0 DRC W =WASHED C = CORED P = PIT A = AUGER UP = UNOIJTURIED. PISTOe UB= UNDISTURBED, BALL CHECK v = VANE TEST 1 John J. Boyle Boring Report SHEET 1 OF 2 80 Martin Road LOCATION Clinton F. Goodwin Wilton. Mass. HOLE 00. B-4 Haverhill Town Salem, Massachusetts LINE A STA. PROJECT NAME Hutchinson Medical OFFSET sechusetts PROJECT NO. Proposed Addition GROUND NATER OBSERVATIONS CASING SAMPLER CORE BAR. SURFACE ELEV. 126.57 ,tom_/t. after Rours : .,Type BW SS DATE FINISH 7 10 85 Couldn't get a water level Iaa I.D. 2 " 1 3/8" BORING FOREMAN J. Boyle — A ft. atter Moura INSPECTOR Hemmer Wt. 400? 1404 — -n— 3�— BIT' SOILS ENGR. LOCATION OF RORIMr•. ,in Casing Semple Blows per a" Strata Field Indentlflcatlon or Soil. SAMPLE Blows on Sampler Change for per Depths rrom Remarks (incl, color, loss or Depth resp water rfacroot From-To 0-a 0-12 12-iB IB-+ seams In rock. etc.) xo. Pen etc. 1-0' Crushed scone 77-3 21 30 33 32 Very compact fly ash, some mixed 1 fill 5' 51-7f 18 7 12 4 2 10' Mixed fill 15' 151- 9 21 6 8 20' 25' 2 11 16 Bottom of casing 25.0' 3 5 Drove 'A' through the fill to 6 refusal (25' - 44') - 10 Blow■ are for 12" with 4004 H ' 21 13 13 7 5 8 8 7 GROUND SURFACE TO FT.. USED CASINGI THEN CASING TO FT. 0 = DRV M =HASHED C = CORED P = PIT A = AUGER UP = UNDISTURBED, PISTON + _ UB= UNDISTURBED, BALL CHECK V = VANE TEST . . ... _ .. ... ... )- -Bnr.Inf.Report - John 1. boyla Sh((T 9 of 0 80 Martin Road LOCATION Clinton F. Goodwin Milton Mass. HOLE NO. TORN Salem, Massachusetts B-4 Haverhill UNE a STA, PROJECT NAME Hutchinson Medical OFFSET A01taschusetts PROJECT No. Frovoned Addition - GROUND WATER OBSERVATIONS CASING SAMPLER CORE BAR. SURFACE ELEY. 126.57 �ft. After Hourf Type DATE FINISH 7110/95 Couldn't get .a water levelIre 1 0 BORING FOREMAN S. Boyle rft. attar Noun Hammer Ht. 40 BIT. INSPECTOR --�_ soils Eaca. Mammer Fall •tn Casing Sa Ple Blows per a" Strata Field Indentlflcatlon of soil. SAMPLE $Iowa on Sampler Change Remarks (incl. color, Loss of PW per Depths From o Depth ,face toot From-To 0-8 a-12 t2-1B iB- .v Wash water, stains In rOCN, etc.) wo. Pen I qct. 1 Compact brown sand, gravel and 11 1 Silt (no recovery) 4 ' 45' Refusal at 44' 50 blows-0" penetration using "A" rod and 400# hammer i eNote: Mede 5 trials before we could get down and then the casing wasn't straight. Heavy fill - all trials were within 2' of the hole - is actually 1' out from the original line. B-1 e B-2 B-3 a B-4 • B-5 GROUND SURFACE TO FT.. USED CASINGI THEN CASING TO FT. D = CRY r =HASHED C = CORED IN c PIT A = AUGER up = UNDISTURBED. PISTON US= UNDISTURBED. BALL CHECK Y = VANE TEST . . - .. ... ... ... . ..t 1 ' �BorlaiB Report John J. Boyle sMEET I of_I t e - ' 80 Martin Road LOCATION Clinton F. Goodwin Milton, Masa. MOLE No. B-51 TOWN Salem, Massachusetts dsaci• -�� LINE A STA, ll PROJECT NAME Hutchinson Medical OFFSET husetts PROJECT No. Proposed Addition GROUND WATER OBSERVATIONS - CASING SAMPLER COREBAR. SURFACE ELEV. 125.48 Its ft. after Mourn Type BW , SSDATE FINISH 7/11/85 4 No water level iSe I D. 2 - 1 3/8" BORING FOREMAN J. Boyle ft. after Moura INSPECTOR )t— am.er Wt. 400# 140# BIT_ ` 24" 3011 solLs ENGRHammer Fall . RORINC- 'Pth Casing Sample Blows per 60 Strata field Inaantlficatlon of soil. .SAMPLE Blow& on sampler Change Remarks (incl. color, loss of '11 Ow per Depths rrom Depth wnnh. water, seams 1'n rock, etc.) -f rate root From-To o-e 9-t2 t2-Se Se- Pv NO. Pen RCC. .'. .Sand and. gravel 5' { 10' Firm fine dark brown sand , some ® '-15 9 gravel and silt 15' 120' 20 -21 1 8 40 21.0' Refusal at 21' 25' 50 blows-011 penetration using "A" rod and 400/ hammer 4 E Note: Rods badly bent. / GROUND SURFACE TO FT., USED CASINGI THEN CASING TO FT. D c DRY W =WASHED C = CORED P = PIT A = AUGER UP s UNDISTURBED. PISTON UB= UNDISTURBED, BALL CHECK V = VANE TEST PrenortlonN 11srA• t .,... . 10f a, 1.... .o.• 4 M-Ind. Ma N06 -A6( wm t .n UAIt �'..°i _�c L7tu-IVIL 1 hll.•J, IIVv. PATE FINItSHy 1_20-82 SUBSURFAC££XPLORA TIONS PROJ.NO LONG POND ROAD LOCATION Salem WEIGHT OF HAMMER lb 300 P.O.BOX 2B8 LINE Er STA HT OF FALL 30" 24'* DANVILLE,NH 03819 OFFSET GROUND WATER OBSERVATION DATE TIME DEPTHCLIENT GROUND ELEVATION 1-29 " 'comnletionDU Goodwin Gallagher Assoc . Inc HOLE NO. 1 — CASING SAMPLER CORE BARREL SAMPLER OD 2" 10 1 8" TYPE Auae SS TYPE OF RIG GME 45 SIDE ID 211" 1 V8" 8bws Per T' Profile Sample Depth Sample Type On Sampler Chenge Field Identification Of Soils Bebw of From 7o Moisture Depth Remarks Surfs Depth Sam Elev. No Pen Ob 6-1212-18 18-24 GS Crushed stone , sand, gravel , boulders , ash (fill ) -10 9-11 ss 1 20 29 D 9 .5 1 1 24 10 Loam i _ 1 2L ZD�L D Brown to gray fine-medium sand,-2 16 12 .5 gravel and boulders Refusal at 12 .5 ' -aD C' Proportions vwd rote • 010%.IinH • 1040%,some a 20 3S%.and • 35-50% TOTAL FOOTAGE Driller P . Averill SAMPLE TYPE COHESIONLESS DENSITY COHESIVE CONSISTENCY E'Rh J . 't Fock Bodng n. 1 7 1 Helper Hackett C Coral W Wnnaa 4. d very k10ee 0. 2 very•oh R«� Corm n SS - .'rt$goon d.10 loose 2. a Soft � Soil Engineer UP Undisweed P,swn 1030 compact d. B medmm Hole No 1 TP • Tsst Pit 3050 deme 2 B "IR Drilling Inspector - - . -- DATE,ST;RT 2-1-82 GEO-METRICS, INC. DATE FINIJH 2-1-82 SUBSURFACE EXPLORATIONS PROD,NO LONG POND ROAD LOCATION Salem , Mass . WEIGHT OF HAMMER 140 300 P.O.BOX 188 LINE 6 STA OF FALL 30" 24" DANVILLE.NH 03619 IRW OFFSET GROUNDWATER OBSERVATION DATE CN �x -"'TIME >. DEPTH CLIENT GROUND ELEVATION 2-1 "completion 21 ' Goodwin Galla her Assoc . , Inc . HOLE No. 4 CASING SAMPLER CORE BARREL • SAMPLER OD 2' ID 1 3/6" TYPE Auger SS24 1 TYPE OF RIG GME 45 _ SIDE ID 3/8'. Blows Per 6" Profit - Semple Depth Semple Type On Samoler Change Field Identification Of Soils Below Of From 7o Moisture Depth Remarks Surfs Depths Sa Eley No Pen 0-6 6.12 12-18 18-24 GS- Sand, gravel , boulders (fill ) 2 Ash ( fill ) -10 -20 21-2 ss 5 !OC),/6 w 21 .2 1 12 22 Rock or very large boulder Refusal at 22 ' •4o Proponwns wad two • 0.10%.wtM • 10.20%.sorr.s • 20.35%.am • 3550% TOTAL FOOTAGE Driller P • Averill SAMPLE TYPE CONESIONLESS DENSITY COHESIVE CONSISTENCY Efnn Bang 1,22 Helper J . Hackett C conoid W • wffnad 0 4 wry wase 0 2 wry son Ret, co"N n. SS Spin S000.r 4.10 wore 2. 4 an Soil Engineer UP • UMemroed Perron 10.30 comaWmm ct 4 B mNob No 4 8 15❑iM --._--_-._. Ta . TMi an 3n 50 o.no . DATE $TART 1_22_82 GEO-METRICS, INC. DATE FINt$k' - t2_1_82 SUBSURFACE EXPLORATIONS - PROJ.NO LONG POND ROAD LOCATION Salem Mass . WEIGHT OF HAMMER 140 700 P.O.BOX 788 LINE 6 STA 'T OF FALL 30" 24" DANVILLE,NH 03819 OFFSET GROUNDWATER OBSERVATION DATE S i~•rz71ME .DEPTH; CLIENT GROUND ELEVATION 2-1 t pletion '.Dry 0111 _ HOLE NO. CASING SAMPLER CORE BARREL SAMPLER OD 2' 10 1 3/8" TYPE ALl e SS TYPE Of RIG CME 45 SIDE ID 2?„ 1 8.; Blows Per 6" Pmfde Semple Depth Semple Type On Sampler Che Field Identification Of Soils Be1Ot'r o1 Fr m To Moisture D. Remarks No Pen Surto Depths Sem 0-6 6.12 12-18 18-24 Ewv' GS Rip rap, some sand and gravel 4 Ash (fill) -10 -2D 4 1 24 all 17 2 1 D Fine brown sand, gravel and 6 boulders little silt D 6 . Broken rock 2 Refusal at 36 .5 ' Pmponions used uace . 0.10%.idue . 10.23%,sans • 20-35%.aM • 35-50% TOTAL FOOTAGE Driller P . Averill SAMPLE TYPE COMESIONLESS DENSITY COHESIVE CONSISTENCY Esnn Boring in 36 ,5 Haim, J . Hackett C Caw W . W..hed 0. 4 wry Idose 0. 2"N son Roc. Conno n. SS Spin Sooun A-101PPK 2 4 soh Soil Engineer UP • Undisturbed Piston 10-31D compact 4. 8 medium Nde No. 7 neuron I........,.. 8 �5 slim Tris Pn 30.50 dense .... 0 01 CALLED NORTH PORTION OF BUILDING f, WHERE PRESSURE FROM BUILDING IS GREATER THAN EXISTING VERTICAL STRESS IN FOUNDATION N, SOILS. ❑ El 75' 5 El El ❑ W--0 COLUMN LOADS o DEAD AND LIVE LOAD 25' C/-J GRADE BEAM `A 110 COLUMN B 150` 25' C 185` 100' a to 20 Hutchinson Medical Inc. Salem, Massachusetts Ilutchinson Medical Center FOUNDATION PLAN SCALE- I" - 20' Salem, Massachusetts GEOTECHNICAL ENGINEERS INC. WYVCI-ESTER I r SSAc,+. S Project 86125 June 12 , 1987 Fig. 3 / PROPOSED BUILDING TRGFH O,QT h A NORTHD 8102 *BI 8101 2 LEGEND yB3 -ISYS � BOYLE BORINGS ■ ■ ■ ■ 1 BB 2 BB 3 BB 4 BB 5 B 4 CARR-DEE BORING I OEC. 1986 CARR-DEE BORING MAY, 1987 _ - PROPERTY LINE- 0 20 40 SCALE 1 ' - 40' Hutchinson Medical Inc. Hutchinson Medical Center Salem, Massachusetts Salem, Massachusetts BORING LOCATION PLAN GEOTECHNICAL ENGINEERS INC. w.v STen • MAssG� S Project 86125 June 12, 1987 Fig. 1 ,37 LINDEN STREET P.O. BOX 67 MEDFORD. MA 02155-0001 Telephone 391-4500 To FUMIrNNN MMICAL, INC., SALEM, MA Date JUNE 8, 1987 Job No 86924 Location PRDOSED mraprrc, 333 HIC7n" AVINUE, SALES, TM Scale 1" = 3 ft. ® BORING 101 GRCM SURFACE I S#1, FRCI.1 C.S. To 2'0" I RECOVERED 10" FILL 1 3 SILTY SAPm, 2 S02, FPal 5'0" TO 7'0" 1 RECUVIItID 9" GRAVEL, 2 4 2 S#3, FRCM 7'0" To 9'0" (SASS, 3 RECDVIItID 11" 1 4 TRACE 3 974, FRSf 9'(Y' To 11101, 2 RE(DVJ t 6" 2 . BRICK 3 2 S/15, FRIM 11'0" To 12'6" 2 REOCVERED 12" 12'6" 2 1310" ORGANIC SILT SCkE ME SAPID 6 S#5A, FRCM 12'6" TO 13'(Y", REC. 3" 6 S#6, FR,29 13'0" TO 15'C" HMILN DENSE 7 RENVERED 3" FR•>E TO MCI1M SAND, 13 15'0" TRACE OF GRAVEL 17 VERY DENSE 30 S117, F UI 15'0" TO 16'6" FINE To MEDITM SAPID, 27 RECl)VEREi 5" 16'6" F GRAVEL 1 29 WATER LEVE, 6'2" SIZE OF CASING 5W, LEtUM 15'0" DRII.1kR: 11. KQM, )NSPECTOR: F. CDSIEL LCi DATE SEV= 6 CYPIP=: 5-20-97 ISI All aampNs hew been visually classified by il, i l lnr Unless otherwise specified, water levels noted were observed at completion of borings.and do not necessarily represonl permanent groundwater levels. Figures in right hand column indicate number of blows required to drive ` Ochlif sarmlrr Sn 6 inches wing 140 ID.weigh telling 30 inches:f— Figures in column to left til noted)indicate number o1 bksws to drive cuing one loot 300 Ib. weight falling 24 inches f SHEET of 1 J7 LINDEN STREET P.O. BOX 67 MEDFORD, MA 02150-0001 Telephone 391-4500 To _ HtliT}IINSON MI)ICAL. INC.. SALEM. M1 Date .nM 8 1987 Job No AA9% Location F POSED WDM, 333 HICHAND AVENUE, SAfat, MA Scale 1" _ 3 ft. ® BORING 102 GImIRu) SURFACE 1 911, FR2M G.S. 111 2'0" 2 RE(AVEM) 6" 1 I FILL SILTY 3 S02, FRC1 5'0" TO 7'U' 2 RET 01,42M 2" 1 1 SAND, GRAVEL, 2 913, FRIM 10'0" TO 12'0" . i IWVERED 6" 2 2 WJOD 2 SIM, FTM 15'0" TO 16'0" 16'U' RRQ� 4" ORGANIC SILT, 2 SAA, FFM 16'0" TO 17'0" SCME FINE 3 REXITVERED 4" SAND 6 S#5, FRCM 17'0" TO 18'6" 3 RR(1DVERED 4" 18'6" 4 VERY DENSE 7 915A, FFLM 18'6" TO 19'0", REC. 3" FINE TD E1EDIIM 26 S#6, FRIM 19'0" TO 20'3" SAND AND GRAVEL, 31 RE09VERED T' 20'3" 120/3" ( 120 MZWS, S.S., 140-LB. XT., NJ FESEIRATION ) WATER LEVEL 12V SIZE OF CASING BW, LENM 1510" DRUIER: K. KN3K, DWECM: P. ODMUW 1111E SIARIEDD 6 OWIEIID: 5-21-87 Oil samlges have been viswlly classified by Driller. Unless otherwise specified, water levels noted were observed at completion of bort, s,a!� rqt�� irepresent,permanent ground water levels. Figures in fight hand column indicate numberof blows reculred to drive p i L 0b inches using 140 lb.weight falling 30 inches i Figures in column to left(if noted)indicate number of blows to dr"Wing one toot, using 900 Ib. we'-`• '_Ming 2e inches f. SHEET 1 0l 1 LEGEND$ �— ® BOYLE BORING LIMITS OF PROPOSED BUILDING • 14083 CARR-DEE BORING, DEC.,1986 0 8101 CARR-DEE ANG, MAY, 1987 CD EXISTING GROUND Z B 102 B 101 120 2 MAX �I APPROXIMATE LIMIT OF RANDOM FILL EXCAVATION EL.107 z� 3 4 100 RANDOM FILL 3 3 3 3 WORGANIC S— 4 7 —� BO TILL REFUSAL 58 TILL SECTION A - A ( EAST SIDE OF BUILDING ) • �-r LIMITS OF PROPOSED BUILDING 1 140 B82 B83 B84 BB5 83 B2 4 > EXISTING GROUND SURFACE t9 54 2 ? 63 –11 63 120 22 19 t7 APPROXIMATE LIMIT OF 36 13 ' X7 EXCAVATION EL. 107 FLYASH 2 FILL 2 RANDOM FILL WlU 27 6 LL 2 100 57 REFUSAL 12 REFUSAL 15 �. /ASSUMED GROUNDWATER TABLE 10 —_L LOW PENETRATION � ? '#- RESISTANCE MATERIAL , ORGANIC SILT( ? ) ? ? MATERIAL CHARACTERISED AS BO REFUSAL ? -- 9 P ARR- TO VERY LOOSE BY REFUSAL C TILL(?) SECTION B - B ® Hutchinson Medical Inc. SUBSURFACE PROFILES SCALE lin - 20 ft ( WEST SIDE OF BUILDING ) Salem, Massachusetts Hutchinson Medical Center Salem, Massachusetts 6130"I K(:11 NII':\1. 1!N61 NEE Its IN( 0 10 20 40 ="tS.EA ' osso " 'ET'' Project 86125 June 12 , 1987 Fig. 2 u f333 HLl9� 2 ' VF. GEOTECHNICAL ENGINEERS INC. 1021 MAIN STREET WINCHESTER MASSACHUSETTS 01890 (617) 721-4000 PRINCIPALS STEVE) PODLOS,P.E. igNALO C F�RSCNFELD,PE DANIEL P 4 GATTA,PC RICHAPO C MURDOCR,PC GONIALO CASTRO,PE ASSOQ VES FRANC ISD LEATHERS.PE JOHN W FRANCE,PE. JOSEP-G ENGELS.PC June 15 , 1987 c= Project 86125 77 J Albert Harkness , AIA Two Central Street -� Ipswich, MA 01938 Subject : Hutchinson Medical Building Salem, Massachusetts Dear Mr. Harkness : This letter is to supplement our recommendations regarding backfilling and compaction requirements at the site of the proposed building. The recommended sequence is as follows : 1 . Excavate existing soil to El . 111 . The excavation should extend at least two feet beyond the proposed building footprint. Excavation side slopes should be no steeper than 2H : 1V because of the loose nature of the fly ash. 2 . At the southeast corner of the building where struc- tural fill is to be added , the topsoil should be stripped and any tree roots and stumps removed . Backfill with structural fill meeting the gradation requirements given in Table 1 of our April 14, 1987 report . The fill should extend 3 feet outside the perimeter walls at E1 . 111 and project downwards at 45 degree angles to meet existing grades . The fill should be placed in 10-inch loose lifts and compacted to 95% of maximum dry density as determined by ASTM Test D1557 Method D. Portions of the excavated ran- dom fill material may be suitable for structural fill if excavated and stockpiled so as to prevent con- tamination by fly ash, and provided it meets the gra- dation requirements given in Table 1 of our April 14, 1987 report. OFFICES! CONCORD NEW HAMPSHIRE DENVER - COLORADO mum Albert Harkness , AIA -2- June 15 , 1987 3 . Once the ground surface is at EL. 111 , the surface over the entire plan area of the building should be proofrolled . In lieu of the 10-ton vibratory roller recommended in our June 12 , 1987 letter , a large , pnuematic-tired front end loader , with a minimum front tire pressure of 90 psi and a fully loaded bucket , may be used as a compactor. It should make a minimum of 4 passes over the area. 4 . The excavation for the individual footings may then proceed . The base of the footing excavations should be approved before the concrete is poured. Backfill around the footings in 6-inch compacted lifts and tamp with a hand-held vibratory plate compactor. We recommend that GEI be retained during construction to observe the excavation work, approve structural backfill , con- duct compaction tests , and approve the base of the footing excavations . We also recommend that we be given the opportunity to review the final plans and specifications to ensure that our recommendations have been correctly interpreted . If you have any questions , please call . Very truly yours , GEOTECHNICAL ENGINEERS INC. Gillian M. Gregory, Ph.D. � Geotechnical Engineer Alton P . Davis Jr. , P. E . Project Manager /ck xc : Mr. Thomas L. McAuliffe Mr. Jonathan D. Buhl ENGINEERS INC, r GEOTECHNICAL ENGINEERS INC. 1021 MAIN STREET WINCHESTER MASSACHUSETTS 01890 (617) 721-4000 PRINCIPALS STEVE J.POULOS.P E. RONALD C.HIRSCHFELD,PE. DANIEL P IA GATTA.PE. RICHARD F.MURDOCK.PC, GONZALO GASTRO,PE. ASSOCIATES FRANCIS D.LEATHERS.P.E. JOHN W.FRANCE.PE. JOSEPH G.ENGELS,PE. September 23, 1987 Project 86125 Mr. William Monroe Building Inspector City of Salem One Salem Green Salem, MA 01970 Re: 333 Highland Avenue Dear Mr. Monroe : GEI is geotechnical consultant to the owner on the referenced project. The building will be supported on a pile foundation consisting of 28 end-bearing pipe piles driven into glacial till or to bedrock. The piles will be 103Y4 inches in diameter with a 0. 365 wall thickness . The design capacity of each pile is 75 tons . The piles will be driven with a Vulcan 80C hammer delivering a driving force of 24,400 ft-lbs . GEI has performed a wave equation analysis using the appropriate pipe pile, cushion block, and hammer character- istics , and two assumptions of soil characteristics . Based on this analysis , we have recommended that the piles be driven to a resistance of 8 blows/inch for the last 6 inches . The ana- lysis indicates that this resistance will provide a pile capa- city of about 180 tons , well above the design capacity. Based on this analysis , our knowledge of the soil con- ditions at the site, and the fact that the piles will be dri- ven with full-time observation of GEI personnel , I am requesting that you waive the requirements of a pile load test for this project. I have enclosed copies of the logs of borings performed on the site, a location plan, and subsurface sections for your use. OFFICES: CONCORD • NEW HAMPSHIRE- DENVER - COLORADO Mr. William Monroe -2- September 23 , 1987 Your earliest attention to this matter will be greatly appreciated. If you have any questions , please contact me. Very truly yours , GEOTECHNICAL ENGINEERS INC. Daniel P. LaGatta P.E Principal DPL:ck Enclosures cc : Albert Harkness , AIA GEOTECHNICAL ENGINEERS INC. T PROPOSED BUILDING RGeH °Rr H _ + � I CALLED �Lp - NORTH 8102 *BI BIOI ' Q 1B2 n , LEGEND y83 BOYLE BORINGS '�' I CARR-DEE BORING BB 2 BB 3 BB 4 BB 5 B 4 I DEC. 1986 j CARR-DEE BORING T MAY, 1987 PROPERTY LINE— 0 20 40 SCALE I ' - 40' Hutchinson Medical Inc. Hutchinson Medical Center BORING LOCATION PLAN Salem, Massachusetts Salem, Massachusetts GEOTECHNICAL ENGINEEnS INC. r� (gy8 /p C �_/ WINCIESIER • MA99ACHU^ETf9 Project 86125 June 12, 19Fig. 1 LEGEND= �--- LIMITS OF PROPOSED BUILDING BB BOYLE BORING lao :, 83 CARR-DEE BORING, DEC.,1986 BI01 CARR-DEE BORING, (9 EXISTING GROUND 4 MAY' 1967 Z 120 2 MAX B 102 APPROXIMATE LIMIT OF EXCAVATION EL.107 H W B 101 U) I'- RANDOM FILL - 3 Z 100 Q - RANDOM FILL 3 F 3 w 3 w '�IC�SI—LTA 4 - 7 7 — 80 ,c TILL REFUSAL 58 TILL SECTION A- A ( EAST SIDE OF BUILDING ) --- LIMITS OF PROPOSED BUILDING =i 140 802 883 884 - BB5 B3 B2 4 EXISTING GROUND SURFACE - 54 2 Z 63 —11. 63 <� 25 17 120 22 45 19 ,. APPROXIMATE LIMIT OF 36 . 13 7 EXCAVATION EL.107 FLYASH ' . FlLL W 27 II 2 RANDOM FILL �i27 6 22 O 100 57 - REFUSAL _ 12 F- REFUSAL 15 W -- IO ASSUMED GROUNDWATER TABLE W LOW PENETRATION _ RESISTANCE MATERIAL , p 7 -- �- �— ORGANIC SILT( ? ) ? MATERIAL CHARACTERISED AS 80 REFUSAL ` .'. T LOOSE M VERY LOOSE BY REFUSAL. ' T CARR-DEE CORP. - ,. j;: . TILLO 4 F SECTION B - B ( WEST SIDE OF BUILDING ) Hutchinson Medical Inc. SUBSURFACE PROFILES SCALE: Iin. = 20ff. Salem, Massachusetts Hutchinson Medical Center Salem, Massachusetts GEOTECFINICAL. ENGINEERS INC. q D IO ZO- 4D WINCHESTER • MASSACHUSETTS Project 86125 June 12, 1987 Fig. 2 TqL eh oqT ' h CALLED NORTH PORTION OF BUILDING WHERE PRESSURE FROM BUILDING IS GREATER THAN EXISTING VERTICAL STRESS IN FOUNDATION SOILS. ❑ ❑ B 75' COLUMN LOADS DEAD AND LIVE LOAD 25' ,GRADE BEAM A 110 K COLUMN B 150' — 25':::lC 185" 100' a 10 20 Hutchinson Medical Inc. HStnhinson Medical renter FOUNDATION PLAN SCALE, I""= 20' Salem, Massachusetts Salem, Massachusetts GEOTECHNICAL ENGINEERS INC. wmiaareA rnnssnc+rt.iserra Project 86125 June 121 1987 Fig. 3 CARR-DEE CORP. 37 LINDEN STREET P.O. BOX 67 MEDFORD, MA 02155-0001 Telephone 391-4500 To HLMINSDN MEDICAL, IW-.. SALEM, MA Date JUTE 8, 1987 Job No 86924 Location PROPOSED ==, 333 HIGI ADID AVENUE, SALEM, MA Scale 1" = 3 ft. BORING 101 GROUND SURFACE I S#1, FROM G.S. TD 2'0" I RECOVERED 10" FILL 1 3 SILTY SAND, 2 512, FRCM 5'0" TO 7'0" 1 REODVERED 9" GRAVEL, 2 4 2 513, FROM 7'0" TD 9'0" GLASS, 3 REODVERED 11" 1 4 TRACE 3 S14, FRCM 9'0" TD Il'0" 2 RECOVERED 6" 2 BRICK 3 2 515, FRCM I1'0" TD 12'6" 2 RECOVERED 12" 12'6" 2 13,0„ ORGANIC S=, 9CME FINE SAND 6 Si5A, FRCM 12'6" TD 13'0", REC. 3" 6 516, FR0,1 13'0" TO 15'0" MEDILM DENSE 7 RECOVERED 3" FINE TO MEDIiM SAND, 13 1510" TRACE OF GRAVEL 17 1 VERY DENSE 30 517, FRCM 15'0" TD 16'6" FINE TO MEDIIM SAM, 27 REWVERED 5" 16'6" TRACE OF GRAVEL 29 WATER LEVEL 6'2" SIZE OF C-ASIM BW, I= 15'0" DRILLER: K. KNOX, INSPECTOR: P. 00S1r"[W DATE STARTED & CCITLETFD: 5-20-87 All samples have been visually classified by T1, i 11 Pi Unless otherwise specified, water levels noted were observed at completion of lborings,anddo notnecessarily represent permanent ground water levels. Figuresin righthandcolumn indicate number of blows requiredtodrive n u-inch Ali r c=lPr _ _ _ 6 inches using 140 lb.weight falling 30 inchesi Figures in column to left(if noted)indicate number of blows to drive casing one toot _ 300 Ib.weight falling 24 inches f SHEET 1 01 1 CARR-tip= C'Cir P- 37 LINDEN STREET P.O. BOX 67 MEDFORD, MA 02155-0001 Telephone 391-4500 To HUI(IRIN50N MEDICAL, INC.. SALEM, MA Date TI1NF. 8 1987 Job No 96994, Location PRDIOSED WIDRU 333 HIGIUM AVENUE, SALEM, MA Scale 1" _ 3 tt. noNAm BORING 102 wv. SURFACE 1 Sfll, FRIM G.S. TD 2'0" 2 RE(X1VE12ED 6" 1 1 FILL SILTY 3 S12, FTM 5'0" 10 7'0" 2 1MVERFD 2" I 1 SAND, GRAVEL, 2 S1/3, FRIM 10'0" 1D 12'0" I IWITERFD 6" 2 2 WOOD 2 SIM, FRM 15'0" TO 16'U' 16'0" REM'VERID 4" ORGANIC SILT, 2 SMA, FRG:, 16'U' TO 17'0" ME FINE 3 REODVERED 4 11 6 S//5, FRIM 17'0" TO 18'6" SAND 3 REOOVERED 4" 18'6" VERY DENSE 7 S/t5A, FROM 18'6" To 1910", REC. 3" FINE To MEDIIM 26 S/16, FRCM 19'0" TO 20'3" SAND AND GRAVE., 31 RECDVERED 7" 20'3" n6gA 120/3" ( 120 BIMS, S.S., 140-LB.UW T., ICU PENEIRATIDN ) WATER LEVEL 12'U' SIZE OF CASIIC BW, LEIRM 15!0" DMIER: K. KNJX, INSPECIOR: P. COSTELIO RATE STARTED S OCMMMED: 5-21-87 All samples have been visually classified by Driller. Unless otherwise specified, water levels noted were observed ai completion of bori p ,and donp t.necessatily reprosentpermanent ground water levels. Figures in right hand column indicate number of blows required to drive t:Wo-utcll SP t: S�Ler b inches using 140 Ib.weight falling 30 inches tit- Figures in column to left(if noted)indicate number of blows to drive casing one toot, using 300 Ib.wc'-" '-"-ng 24 inches f SHEET I of I I r l Notes of Conference ,Job Meeting Notes C:l ient o Tom McAuliffe Project . Puritan Professional Office Building Date of meeti.ngN Oct 8 1987 Place of meeting . 333 hIand Avenue Salem, MA Present . Tom McAuliffe John Clemenei Jin Ward Tito Harkness Notes Prepared b_y :; Tito Harkness Point's of DiScusSsion ; 1 . Job Status., Building Permit has been issued. Pile driver is due on site next Tuesday. 2. Pile locations will be surveyed by John Clemenzi :; T&II ki:a: it tis J. . au-•f, fined up for final survey, if Lisays a=- stls necessary. 3. Electrical issues ( froth phone conversations with Royer Par•wel 1) Reflecte=d Ceiling plan governs over Electrical for fixture placement and count ,; any inconsistencies will be cleared up in addendum I ., Power company Has said they will send -letter regarding AIC: rating. ^ ` See specification for wiring devices ; plug-in circuit ` breakers will be accepted, provided they are UL. rated. Plastic covers to be ivory. 4. Rebar shop drawings due in Monday ; Steel shop . drawings due Wednesday. ° 5" Base Plates may change due to grade beams" 6^ Jim Ward will give Tom a quote from Gene Pelletier, for any site work cost in addition to base contract " In addition, Jim will prepare an estimate of any other additional cost ( concrete and formmorkv rebars, deeper ejector tank, ) 7. The oil vent pipe will come up inside a building mall and exit the root. S. Steve Pezotti will come to job meeting in two weeks to discuss masonry details andwinter conditions, staging, etc. 9" Testing will be by UTS, including con6rete and melds (GEI is doing compaction tests) . Results will be sent to; Carr Enterprises Building Inspector. . Architect Structural Engineer Respectfullw Submitted, Tito Harkness rr Tom McAuliffe Jim Ward u-snL,va-Saozr9 ' ' � . ` v Notes of Conference Job Meetinq Notes Client : Tom McAuliffe ProJect � Puritan Professional Office Building Date of meeting : 0ctober 151 1987 P ] A -- �� + cu + ru c present : Tom McAuliffem o mn _ John Clemenzi »,m O0 r— o Jim Ward �n ro cr Tito m ~ Notes Prepared by : m �� Tito Harkness --- Points of Discussion : 1 " Job Status: Crane is setting up for pile driving, 2" John Buhl will be available at his office for struc+ural decisions resulting from variations in pile locations as driven " 3" UFS will conduct concrete tests for piles, per specifica+ion. John Clemenzi will. notify UTS 24 110urs before cylinders will he required" VTS will bill Tom directly" Respectfully , Tito Harkness cc Tom McAuliffe Jim Ward sfft V,45alem7BOi'Idjn-a—I n� � --tchr) ~ ` � , ` ' Motes of Conference Job Meeting Notes Client : Tom McAuliffe Project : Puritan professional Office Building Date of meeting : October 22, 1987 Place of meeting : 333 Highland Avenue Salem, MA Present : Tom McAuliffe John Clemenzi Fran Gray Steve Pezotti Tito Harkness ^ Notes Prepared by : Tito Harkness Points of Discussion : 1 " Job Status: Piles are all in, cut off and poured" 2" A total of 29 piles were poured, one over base bid of 28^ 3" Quotes from Carr on costs due to piles due next week. 4" Tito to hold requisition until lein release is furnished. 5. VTS will do all concrete and steel testing, and bill to Tom McAuliffe. GFI will continue to do soil testing" 6. Masonry details were discussed with Steve Pezotti : Anti-Hydro admixture will be used with mortar due to minter conditions. Mortar will be mixed in small quantities to eliminate retemperinp" ' Control joints on North and South sides at corners will be eliminated. Control joint placement was discussed; however during a later discussion with John Buhlv it was decided to move the Joints to the edge of the windows; lintels will run through the control joints; glazed block handing will still be tied at every course. R ed, -----~~� Tito Harkness cc Tom McAuliffe Jim Ward ^ ` ' ' Albert Harkness, AIA 2 Central Street _ ti M Ipswich, Massachusetts 01935 26 Of.T Mr. Steve Santry Building Inspector 1 Salem Green Salem, MA 01970 i11t��t,�IViJttttttill,�tttfltt U U TTTTTTTTTT S S S.I. U U T S S ^ U U T S U U T S S S Of MASSACHUSETTS/ INC" ` U U T S U U T S S U U U T SSS 5 Richardson Lane / Stoneham/ MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 10-20-87 3 Salem Building Inspector Job No . UTS 7995 Mr " Steve Santry Project Puritan Professional B | dq . One Salem Green Contractor Carr Enterprises Salem, MA 01970 Conc . Co " ----------------------------------------------------------------------- CLASS CONCRETE CUBIC YARDS - DRY WEIGHTS MATERIALS Cement Brand Name Fine Aqgr , Source r` (X8 2-' Coarse A9gr . Source Admixture Brand Name Admixture Brand Name Water Source -------------------------------------------------------------------- � TEST SAMPLES LOCATION ------ � Concrete Pour cancelled , contractor not ready at this time. - ------------------------------------------------------------------------- Moisture in Sand % PLANT GRADATIONS Moisture in C. Angr " % F. M. SAND F.M. C.AGGR" No , of Determinations ' W'.3 Weights Adjusted to Compensate 0100 04 for Moisture 050 3/81/ Sand Co | ormetric Test 030 1/2" 016 3/4'/ REMARKS ; OB 1» 04 1 1/2n INSPECTORS : U T S OF MAS SETTS/ INC ` Plant- Reviewed Field- D.R . min day + | hr travel By , Michae | / �esh | er � - U U TTTTTTTTTT S SS U U T S S ` U U T S , U U TS S S Of MASSACHUSETTS/ INC " U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 10-23-87 2 Salem Building Inspector Job No . UTS 7995 Mi . Steve Santry Project Puritan Professional Bldg :; One Salem Green Contractor Carr Enterprises Salem) MA 01970 Conc . Co . ----------------------------------------------------------------------- CLASS CONCRETE CUBIC YARDS — DRY WEIGHTS MATERIALS Cement Brand Name Fine Agqr " Source Coarse Aggr . Source Admixture Brand Name Admixture Brand Name Water Source -----`----------------------------------------------------------------- TEST SAMPLES LOCATION Transportation of two sets of cylinders cast on 10-21-87 to the lab for testing , — ------------------------------------------------------------------------- Moisture in Sand % PLANT GRADATIONS Moisture in C. An9r " % F. M. SAND F.M. C^AGGR" No . of Determinations V8 Weights Adjusted to Compensate 0100 04 for Moisture 050 3/8'/' Sand Co | ormetric Test 030 1/21/ 016 3/4^ REMARKS ; 48 1x 04 INSPECTORS : U T S OF MAS TS, INC" Plant .. Reviewed Field— S. A. By Michael /+��.. � U TTTTTTTTTT. S S S U U T S S ` U U T S , U U T S S S Of MASSACHUSETTS, INC. U U T S U U T S S U U U T SSS 5 Richardson Lane / Stoneham/ MA 02180 617-438-7755 CONCRETE INSPECTION REPORT DATE 10-21-87 1 Salem Building Inspector Job No . UTS 7995 Mr . Steve Santry Project Puritan Professional Bldg ., One Salem Green Contractor Carr Enterprises Salem ; MA 01970 Conc , Co . Lynn Sand & Stone ----------------------------------------------------------------------- CLASS CONCRETE 45001: CUBIC YARDS 17 — DRY WEIGHTS MATERIALS Cement Brand Name Fine Ag9r ,, Source Coarse Aq9r . Source Admixture Brand Name Admixture Brand Name Water Source ----------------------------------------------------------------------- TEST SAMPLES LOCATION 4cy | inders A line Piles Slump 5o / air cont . 4" 3% / air temp . 62° , conc . temp . 71" / truck 026/ ticket 0113339/ time 10 : 00AM 4 cylinders B line piles Slump 4 3/4'/ / air cont . 4. 1%/ air temp . 69" / conc . temp . 71 ° / truck 021 / ticket 0113355/ time 11130AM — ------------------------------------------------------------------------- Moisture in Sand % PLANT GRADATIONS Moisture in C. Aggr " % F. M. SAND F. M. C. AGGR" No . of Determinations 03 Weights Adjusted to Compensate 0100 04 for Moisture 050 3/8» Sand Co | ormetric Test 030 1/2» 016 3/4^ REMARKS : OR 1// 04 1 1/2x INSPECTORS ; U T S OF MAS ETTS/ INC. P | ant— Reviewed y &� Vf ~ Field— D.R. max " day + 1 hr " travel BY : Michae | 'Desh | er �j t UTS OF MASSACHUSETTS, INC. m ja 5 RICHARDSON LANESTONEHAM, MASSACHUSETTS 02380U^T31 U ? i " >. «. �, ` � , ��_-----_-' ^ - ° ` Notes of Conference o o r- Job Meeting Notes �n,7n o . �m Ca �c r � � m I c� — � ~ Client : Tom McAuliffe cx� Project : Puritan Professional Office Building Date of meeting : October 28 1987 Place of meeting : 333 Highland Avenue Salem, MA Present : Tom McAuliffe John Clemenzi Jim Ward Tito Harkness Notes Prepared by : Tito Harkness Points of Discussion : 1 ^ Job Status: Excavation for pile caps and grade beams is proceeding" ' Pile surveu was completed Friday ; John Clemenri phoned results in to John Buhl . 2. John Buhl is reviewing rebar drawings ; they will be ready next monday" 3. Tom will send a check to NET for pole relocation ;savings under the upset of $17065. 64 will be returned by NET. Check should be sent to : Paul F. McCarron 459 Main Street Saugusv M4 01906 4" Jim presented lien waiver ; Tom will forward it to Ken Roy for verification that format, etc. is ` , ^ ( satisfactory ; Tito will sign the requisition and return to Tom tonight. ` 5^ GEI is to send pile driving reports to Steve Santry. 6. Waterproofing submittals were submitted; elevator pit will be waterproofed from outside; disregard previous note regarding interior size change for waterproofing" System submitted is not Bithuathane as specified; Charlie Adams to call Tito" 7" Electrical service will be rated for 220[}0 QC, with bolt-nn breakers as specified. Jim will submit change order for bolt-on breakers. G. Mortar colors were reviewed; the test panel will show half 25H, and half 41M (Solomon Grinding Co. colors) . RSubmitted, Tito Harkness -cc Tom McAuliffe Jim Ward _ -____---- ' ` Albert Harkness, AIA 2 Central Street , n22--ZIpswich, Massachusetts 01938 2 eiwC1 Mr. Steve Santry Building Inspector 1 Salem Green Salem, MA 01970 n . 6 � ^ �* ' Notes of Conference Job Meeting Notes ^- 0z ac' Cl �ent : �z Tom McAuliffe rn �w cs ' r� Project : Purit g �«" �w � Date of me November 5, 1967 , Place of meeting : 333 Highland Avenue ^ Salem' MA ^ � Present : Tom McAuliffe John Clemenzi Jim Ward Gene Pelletier Dave Dalpe Tito Harkness u� Notes Prepared by : Tito Harkness Points of Discussirn : � ' 1 " Job Status: Elevator pit and grade beams being excavated. Rebar due on site late next week" Forming of foundation and pile cap work to start next Thursday" Steel shop drawings will beready Monday" 2" Riprap at back slope will start next meek ; the mall can come up as far as` the headwall , then drainage ° work can begin. 3. Gene Pelletier has street opening permits, and the . safety meeting is scheduled for next meek" 4 Water service will he in before minter " \~ " `\ v � � � � 5" Wall backfill will be the same gravel as structural fill ; Gene will provide filter fabric over the foundation drain to prevent clogging bg fines, in addition to stone envelope" 6" The heating system was discussed with Dave Dalpe; three zones will be consolidated, and a small unit in skglit waiting area will be added. Comfort air will. submit modified drawings. 7" The Wasto skglite should be tinted ; Tito will modify specification" B. Tito will send Jim Ward a preliminary cabinet drawing ; Jim will price the work shown, and give budget figures for additional cabinetrg, xr + , Rtf Submitted, , Tito Harkness ` cc Tom McAuliffe Jim Ward Steve Santry ' ' ,~ ' ' ' w �� U U TTfTTT1TTT S S IU U T S .�33 Hyh/��✓ .��. I.1 U T S - (i U T 6 S S Of MASSACHUSETTS, INC.. U U 'Y' is U U T S S U U U T S S S Richardson Lane, Stoneham, MA 02180 61.7--438--7755 UTS C':L_Ii'!III::R REPORT DATE I.0....28..-87 Salem IaUi I IInf Inspector Job . No . i.1TS 799 Mr . :a S:. Mr . : 'c •it:;. :,„ n'.ryProject Puritan Professional t. rraBldg . ; i One Salem Green Contractor'tor Carr Enterprises MA 01970 ------------------------------------------------------------------------- CLASS CONCRETE 4500:'.: .... ?Y WEIGHTS MATERIALS Cement Brand Name Fine Af)gr ,. Source Coarse P?':;f(7 f ,. Source Admi :;ture? Ii;i'and Name Admixture Brand Name WaTel Source ---------------------------------------------------------------------------- L..11 i.i'1 l ..L,)1". OF CONCRETE REPRESENTED : -' I , e5i ; :; Line L 00DATE I..I ,,. NO . ` 1 .E AREA , E : e. jCAST iE { Y _tDAYS P. S. I . 1::; 28.27 29.25 10-21-87 10-28-87 7 3 , 100 F828 602 28.27 29. 31 10-21-87 11-18-87 2c9 er829 602 25., :27 29.31 1.1.._18"-87 ,;::; F830 6x12 28.27 29.25 10-21-87 11-18-87 28, ------------------------------------------------------------------------- A.T.R CONTENT 4 . 1.'K REMARK : WET tIENis :I:iY CONCRETE TE:Mi', 71. AIR TEMP . 69 RUCK NO., 2:1. 'Er itisf': t:: Iury Unsatisfactory TICKET NO . 11335 UTS CIF tS I Review }}r By ; iiIi-F.._ c. I .Ies:.hIer U U TTTTTTTTTT S S S U U T S S U U T S ' U U T S S S Of MASSACHUSETTS/ INC. U U T S U U T S S U U U T SSS 5 Richardson Lane/ Stoneham/ MA 02180 617-438-7755 UTS CYLINDER REPORT DATE 10-28-87 1 Salem Building Inspector Job . No . UTS 7995 Mr . Steve Santry Project Puritan Professional Bldg . One Salem Green Contractor Carr Enterprises Salem/ MA 01970 -------------------------------------------------------------------'----- CLASS CONCRETE 45004,: _ DRY WEIGHTS MATERIALS Cement Brand Name Fine Aqgr ^ Source Coarse Aggr " Source Admixture Brand Name Admixture Brand Name Water Source ------------------------------------------------------------------------- LOCATION OF CONCRETE REPRESENTED : Piles , 'A" Line LAB DATE DATE AGE NO. SIZE AREA WEIGHT CAST TESTED DAYS P. S. I . F823 602 28 .27 29 .50 10-21-87 10-28-87 7 2/940 F824 6x12 28"27 29 " 56 10-21-87 11-18-87 28 F825 012 28 ^27 29 ^ 50 10-21-87 1108-87 28 F826 012 28" 27 29, 44 10-21-87 11-18-87 28 - ---------------------------------^`-------------------------------------- uIR CONTENT 4 .3% REMARKS : SLUMP 5o WET DENSITY CONCRETE TEMP, 71 AIR TEMP . 67 TRUCK NO. 26 Satisfazx� ory Unsatisfactory TICKET NO , 113337 �� UTS OF MASSACHUSETT INC. Rey ieued By : MIchae | Desh e Albert Harkness AIA LIEUTE12 OF TURSEMIL 2 Central Street IPSWICH, MA 01938 OATS` /t^ JOB NO. //`�(617) 356.9058 y/�� ATTENTION ST +E 1 TO �fY l ��II1 RE. �i7� G� SA�t1rt DAG S�L,sh ��ss� A4. of 990 n N _ WE ARE SENDING YOU ❑ Attached LJ Under separate cover via the following it�A: � ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ :Skq�cifii�tions n ❑ Copy of letter ❑ Change order ❑ m N �1 J COPIES O TE NO. DESC IPTION d � THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: PROW2 2 X.cam.,am 01471. if enclosures are not as noted, kindly notify us at once. 0 NEIL A. GAETA Radiation Protection Specialist Certified by American Board Health Physics 35 GROVE STREET, MEDFORD. MASS. 02155 (517) 408-7081 September 18 , 1987 Donna West Puritan Medical 500 Lynnfield Street Lynn, Massachusetts 01904 Dear !, Donna : Enclosed please find the shielding form and room plan for the radiography suite at 333 Highland Street, Salem, Massach- usetts. The design is based upon the information that was provided to me and the As Low As Reasonably Achievable (ALARA) radiation protection principle. The design meets the rules and recommendations of the Massachusetts Department Public Health, Office Radiation Control and the NCRP Report No. 49. Please read the notes on the shielding form. The shielding form and room plan for the suite will be submitted to: Massachusetts Department Public Health Office Radiation Control - llth Floor 150 Tremont Street Boston, Massachusetts 02111 Attention: Robert Hallisey, Director !Please call if there any questions and I shall giQe tflm — immediate attention. ry Sincerely yours, Cp =4 C7 y yT Neil A. Gaeta Certified Health Physicist ' -' enclosures cc: Mass . DPH , Office Radiation Control A. Harkness , AIA (� ECI (C.Fournier) NELCO Room Wall C L Adjacent Use D/S Distance W U 5 T P mmPb Specify/Reasons A -k arr;c�or` S Feet 500 '�Z ( 0.01 O.-IS 11 1 p 500 '/z ( 0.0 ( ZV; eII�1c41�I..� ,all plus at+c':harua( (32 P� -�X7' ccwecl ��•'� w4tl CaS Sc I`� Co,r;do,/ S 9 f SO 1 I 0.01 O.So '/►�" �Se 1J � l� l�yotcl d.ea�. slat L-,q- Irtb"Plo / 1 llll ',,8J: Na—e O Q 2 l'o tNDI 800l�t .5 t S�o l 1 0.01 0•�s 7 63 K 56ss CDow'klborrt 5 q I S-00 0. t-t%z 31, Pb lv� bra e D Ev-OL" K19OV S 5 ' sao 1 ( 0.01 I.K �Ivoit N Jb � ' (trs� 2 - C,-k re wall F(cor `Occ-, F;e c! Area D (O ' 5oSDO �L 0.0( IG.S L10.s l0 co �vctc U S ►c7 U �z ( so Odd " '/�6' Pb uwd a �"(b(� �exlcwctc� �tl., c1 it Occ,,feJ kre-o. S l01 Sao ( I ao l S.Sa« 4 s l(7T co cre�e . N� 5 - 1, ✓oar aH �al t SI-twl( be ale , -ed-)e 0(2- w: w -{o 51�r1� I� C PS wV nL4wl . I l ofgce Co,�-cIL FLcr l� M o - l l l 4'I it SHIELDING FORM 333' S1 �ak� ` cAse t^ec{ lel' NEIL A. GAETA Salem f to o (990 q- ( -$ Radiation Protection Specialist Certified by'American Board Health Physics JS GROVE STREET, MEDFORD, MASS. 07133 (64) 488-7061 t• li WALL A , o r„ � n - y r 00 I m WALL 41 _. �L j na4 � i KENCAL 333 Sae o,.� MA -o i 2 �? ► 'Ml�rvwAl/ Albert Harkness All Ipswich MA -`iF:At�o�Y �,oM Street f`�Gt��. I, fits PI�Es �S 'ivN C!p PI I"2FVIMIWyV LA40()r ftFlrI rtlt r� hI �Ln+ LvtDFF EOf,Tiorl• ZS�'0 'I D 1TSF N T Z 'GrCA L d$ X 1 5 27 C_> eD - m 13 z3 � ,� TvPi�- (O�if�urli 1 � / .✓ �-� i ,7 `"'.� eg-2 ¢'3,6-4 pl✓V �'.�/-� VA`o��/�� I �_ � n t3ii Zan IOYtUn 0 0 (,T1 1 I x o � y 7 0 N V N I - 4 ,^ � ` , Notes of Conference Job Meeting Notes Client : ' Tom McAuliffe Pr -- inn� l �!��.��i'ldi-,,, Date of meeting : ` June 30, 1968 P Hlighyland Avenue ~.~~., MA Presentf ^ Tom McAuliffe Frank Calmeda Donna West Conlon Jim Ward John Clemenzi Tito Harkness Notes Prepared by : Tito Harkness ^ Points of Discussion : 1 . Job Status: Drywall is taped and being painted. Ceilinggrid is being installed. Gravel stop is being installed. ' Oil piping is being corrected" 2" A 1600 Watt surge protector will he installed at the panel for the circuit serving the computer miremold^ Also, the duple; outlet under the cashier desk will he doubled intp` aquad" These will be billed to Puritan. 3" A certificate is required from the phone contractor - that the miring he installed in the partitions d bl li all fi ti sases aapplicable codes.. / " y^ ' ,> � 4" The PBX room has a high level of humjditg due to construction dampnessg Puritan will purchase a room dehumidifier to dry the space out before the switch is installed" ' 5. Handicapped signsshould be installed at the handicapped spaces. p R �� tf l�lsubmitted, e ec u g / , yu��/ ------`— Tito Harkness cc Tom McAuliffe Donna West Conlon Jim Ward Steve` Santrg ' ^ ' ' . ' . ' _ ~ � ` ` � ' � Dotes of Conference Job Meeting Motes Client : Tom McAuliffe P r of e c_t :- _�-- Pur i't'0.it Pr Of r-:+<.e;s:i.on EA l- Tiffi !Lu_:i-10 Date of meeting June 23 t5°E3E3 P 1 race ..of_meet:'i r_ip : L;:33;3 Highland Aveni.!er Sa l efflg "fA Present : Tom McAuliffe Jim Warcl John Clerfenzi. Tito Harkness . Notes Prepared by : Tito Harkness Points of Discussion : a . Job Status: Curbing is complete. Drywa.:ll is being taped. Painting - has begun. <'.".. John wi. l. l put yellow warning tape at top of the banking in . the rear, until the guard rail installed. :.3. Jim will price a 42" high guard r<::i:i. l with r double 4x8 rail„ 4. The !:cost of the: additional electrical plug in the lab was approved bW_..Donna West. `_'i. Donna will order the new phone service so that the underground wire can be pulled. ' � - ^/ ' 6" Colors in the hall mere changed and noted on the plan" 7. More specific information will b ' required from Comfort Air regarding the fire rating of the exposed insulation used on ducts above the ceiling. The facing must conform to the requirements for a Class I material per Mass Building Code", ' Respectfullygubmitted, Tito Harkness cc Tom McAuliffe Donna West Conlon � Jim Ward ' :Stev�� Sontrg / ' - ` . ` ^ , ' ` ' ' , � ' ` ' � . ^