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Building Permit #070D - 1600 OSGOOD STREET 5/1/2018
Weston Solutions,Inc. 1 Wall Street Manchester,New Hampshire 03101-1501 603-656-5400• Fax 603-656-5401 • ® www.westonsolutions.com ��,. q, 4; l n y.114 Augusti20.08 Selectmen's Office Town of North Andover a 120 Main Street North Andover, Massachusetts 01845 Re: Tier I Permit Extension Lucent Technologies Merrimack Valley Works 1600 Osgood Street North Andover, Massachusetts 01845 MassDEP RTN: 3-0174 To Whom It May Concern: Weston Solutions, Inc. is notifying the Board of Health that a Legal Notice of Application for Tier I Permit Extension will be published in the 7 August 2008 edition of the Eagle Tribune for the former Lucent Technologies Merrimack Valley Works located at 1600 Osgood Street. An Application- for a Permit Extension will be filed with the Massachusetts Department of Environmental Protection (MassDEP) on 8 August 2008. MassDEP last issued a Tier I permit extension for this site on 11 August 2003. This notice is made pursuant to 310 CMR 40.1403. A copy of the Notice of Application for Tier I Permit Extension is enclosed. If you have any questions, please call me or Jim Soukup at (603) 656-5400. Very truly yours, WESTON SOLUTIONS, INC. Frederick R. Symmes, P.E. Project Manager FRS:kmc Enclosure cc: . J. Soukup,WESTON an employee-owned company G:\PROJECTS\11621039\PWB Area\permit_extension&fee-2008\selectman Ietler.DOC PERMIT 1i0.-4 C::>70 1, APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. v PAGE i MAP K40. 0-b LOT NO. ooI-,» 2 RECORD OF OWNERSHIP IDATE BOOK ;PAGE ZONE SUB DIV. LOT NO. LOCATION `Lw p9A _ _ %-mt :,vv- PURPOSE OF BUILDING OWNER'S NAME •T 1...'.�vOb,��rN�' NO. OF STORIES YJ...•Crct.►12fJ OWNER'S ADDRESS L/ LV �g � c� BASEMENT OR SLAB ARCHITECT'S NAME(2�"�IIC�11.f.�1�.RwP1C� ^� SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME kA .C.t—&j ' SPAN DISTANCE TO NEAREST BUILDINGDIMENSIONS OF SILLS axt%r-1"Gi. _ DISTANCE FROM STREET 5" rG-ft"r " POSTS DISTANCE FROM LOT LINES-SIDESI� REAR 17vo Ails r " GIRDERS AREA OF LOT I&1 �ft-s FRONTAGE/�/1. 0 r,,r HEIGHT OF FOUNDATION THIO ESS IS BUILDING NEW G Np '7'� SIZE OF FOOTING X IS BUILDING ADDITION IJD MATER:AL OF CHIMNEY IS BUILDING Alr*BA,h+"N Dd%VLA4)Lt%rjA4 C=�hr2to�� IS BUILDING ON SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS _ _ 3 PROPERTY INFORMATION NNdINOZ I""� ""'--� -� LAND COST SEE BOTH SIDES �� �R �Cv 4H �L� • EST. BLDG. COST "f`�I C)to o PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FT. PAGE 2 FILL OUT SECTIONS 1 - 12 ' EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE FILED Fc`7: Cc ✓ �-I ( ct 9 4 \sj `(�a����,y SUILDINO INSPECTOR SIGNATURE OF OWNER OR AUTHORIZED AGENT C F E E D OWNER TEL.# �-S(a-��s� C� 0 PERMIT GRANTED /1 ,/ y't— CONTR.TEL.# 19 C99M..LIC.# H.I.C.# I BUILDING RECORD I OCCUPANCY 12 SINGLE FAMILY,,,,,,,,,,]_ STORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILYOFFICES_ - _ LOT LINES AND EXACT DIMENSIONS OF-BUILDINGS. WITH PORCHES. GA- APARTMENTS RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE B 1 2 I3 CONCRETE BL'K. PINE BRICK OR STONE P PIERS PLASTER DRY WALL _ UNFIN. 3 BASEMENT 11 AREA FULL FIN. B'M'T' AREA _ 1/1 /? % FIN. ATTIC AREA _ N_O B M FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE �_ WOOD SHINGLES 'EARTH _ ASPHALT SIDING HARD\rj'D _ ASBESTOS SIDING _ COMMC:N VERT. SIDING ASPH.TILE STUCCO ON MASONRY _ STUCCO ON FRAME BRICK ON MAS N Y ATTIC STRS.8 FLOOR _ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIOR I� POOR _ ADEQUATE NONE 5 ROOF 10 PLUMBING GABLEHIP BATH 13 FIX.) _ GAMBREL MANSARD TOILET RM. (2 FIX.) FLAT I SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY _ WOOD $HINGES KITCHEN SINK SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING I 11 HEATING WOOD J01ST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. & COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd LECTRIC _ E 1st 13rd NO HEATING OFFICES OF: � � Town Of 120 Main Street A `'`PPEALS �:�":•: NORTH ANDOVER North Andover. BUILDING Massachusetts o I s4s CONSERVATION TION C1NJ�aDIVISION OF HEALTH PLANNIN(; PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON. DIRE(71'011 a In accordance with the provisions of MGL c 40, S 54, a• condition of Building Permit Number is that the _debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facilityas defined by h1GL c 111. S 150A. The debris will be disposed of in: P & T Container — Lawrence, MA. (Location of Facility) h W. Ostrowski — 'Facilities Mgr. Signature of Permit Applicant 2/13/97 Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. UED tAOR Town of Andover No. 070 dover, Mass., F–ft-lbeLot ftp!�j a u 19 fli, 0 � LAKE COCMICHEWICK 40q.4 rED BOARD OF HEALTH od/Kitchen PERMIT T \Seic System THIS CERTIFIES THAT........................ ArC�p .....%M - - UIL ING INSPECTO ............................. Found *on DI u'L Found on Rough has permission an...........llp�......................%w.....6.....5'f.7ft.4T...... Chimney 7 . . .......... k-e ov! �04.evr—...r_4r;FV- 4A-f.00.1...avvuf .................. Chimney provided that the person accepting this permit shall In every respect conform to the terms of the applica !on on file in Final.- this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings In the Town of North Andover. PLUMBG IN ECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final \7 ELECTRIC SPECTOR UNLESS CONSTRUCTION STARS Rough ..... . .................. Service BUILDING WING INSPECTOR Final INSPECT' Display in a Conspicuous Place on the Premises — Do Not Remove Rough \ Final F Until InspectedFIRE DEPARTMENT.and Approved by the Building Inspector. VBuer r S eet No. m mo oke Det. Location No., 612- Dated r r NpRT" TOWN OF NORTH ANDOVER 3? ° 0 A Certificate of Occupancy $ * = ' Building/Frame Permit Fee $ ' SS CH A Foundation Permit Fee $ Other Permit Fee bek". $ Sewer Connection Fee $ Water Connection Fee $ TOTAL $ d 1�y 1 b `B lld ng Inspector ., 10 7 25/97 14:37 1,973.00 RAID Div. Public Works f ' OP tZ►D PERMIT NO. ��*FQ' _ _ APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. PAGE I " MAP h40. 0-0, LOT NO. tp/-F 2 RECORD OF OWNERSHIP IDATE BOOK ;PAGE a ZONE SUB DIV. LOT NO. -LOCATION PURPOSE OF BUILDING Manufacturing ioWNER'S NAME Lucent Technologies, Inc. NO. OF STORIES SIZE 500,000 SF +�- OWNER'S ADDRESS 1600 Osgood Street BASEMENT OR SLAB - ARCHITECT'S NAME Lucent Technologies, Inc. SIZE OF FLOOR TIMBERS IST - 2ND - 3RD BUILDER'S NAME Perini Building Co. , Inc. SPAN — DISTANCE TO NEAREST BUILDING Interior DIMENSIONS OF SILLS - DISTANCE FROM STREET - POSTS - DISTANCE FROM LOT LINES-SIDES - REAR - GIRDERS - AREA OF LOT 168 Ac. FRONTAGE HEIGHT OF FOUNDATION — THICKNESS — IS BUILDING NEW No SIZE OF FOOTING — X IS BUILDING ADDITION No MATERIAL OF CHIMNEY IS BUILDING ALTERATION Yes - Demolition IS BUILDING ON SOLID OR FILLED LAND - WILL BUILDING CONFORM TO REQUIREMENTS OF CODE YeS IS BUILDING CONNECTED TO TOWN WATER Yes BOARD OF APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER No IS BUILDING CONNECTED TO NATURAL GAS LINE YeS INSTRUCTIONS t 3 PROPERTY INFORMATION mere%. r--cA xNmevro2 ,// LAND COST SEE BOTH SIDES - EST. BLDG. COST , emo) PAGE i FILL OUT SECTIONS i - 3 EST. BLDG. COST PER SQ. FT. PAGE 2 FILL OUT SECTIONS 1 - 12 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY Aa'TACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS _ PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR f DATE A LED 2 0 9 7 / BOARD OF HEALTH SIGNATURE O NER OR AUTHOR IZ D T F E E $1973.00 OWNER TEL.#-960-3174 PLANNING BOARD PERMIT GRANTED CONTR.TEC.# 960-4018 o2r 19 97 CONTR.LIC.#0 l 4 32 Q �8 BOARD OF SELECTMEN Ab , BUILDING INSPECTOR i I BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY $TORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY �_ OFFICES _ LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES, GA- L APARTMENTS RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH FPV 108500 CONCRETE a 1 2 I3 CONCRETE PANE BRICK OR STONE HARDW D —— Sheets 1, 1A, 1B, 1C, 1D, 2A, 2B, 2C, 3, 3A, 3B, 3C, 3D —_ _— PIERS — PLASTER — — DRY V 222-180-302, 502, 503, 504, 505, 507 UNFIN. 3 BASEMENT AREA FULL FIN. BM'TAREA _ '/. 1/1 l/, FIN. ATTIC AREA _ N_O B M T FIRE PLACES _ HEAD ROOM _ MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE ��_ WOOD SHINGLES EARTH _ ASPHALT SIDING HARDW D _ ASBESTOS SIDING _ COMMON VERT. I _ E SIDING ASPH.TILE —{I STUCCO ON MASONRY f_ STUCCO ON FRAME BRICK N MASONRY ATTIC STRS. & FLOOR _ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIOR I� POOR ADEQUATE NONE 5 ROOF 10 PLUMBING GABLE I HIP BATH (3 FIX.) GAMBREL MANSARD TOILET RM. (2 FIX.) _ FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. & COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS - 7 NO. OF ROOMS As OIL B'M'T 2nd _ ELECTRIC 1st 13rd I NO HEATING yORiy �• OF...a ,�'Y ~ OFFICES OF: Town of 120 Main Street 1' North Andover, APPEALS` '`,:: r ate:.. NORTH ANDOVER BUILDING Massachusetts o 1845 CONSERVATION 5� DIVISION OF HEALTH • PI_.\NNING PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON, DIRECTOR 1 In accordance with the provisions of MGL c 40, S 54, a condition of Building Permit Number GZ,D ®ice- is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal faciliIN, as defined by MGL c 111, S 150A. The debris will be disposed of in: Demotltion refuse: P&T Container Corp. , Lawrence, MA Ferrous Metals: (Location of Facility) Tombarello Co. Lawrence,e ce, MA Sig u f Permit Applican D to �., NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. i I Perini Building Conhpany, Inc. P.O. Box 785 �o North Andover, MassacHusstts 01845 VJ)�'r ` Tel: 508/960-2400 Fax: 508/960-3135 / • Perini Stanley J. Swerchesky,Jr. 100 years of excellence Project Manager Eastern U.S. Division February 20, 1997 Robert Nicetta Building Inspector Town of No. Andover, MA 01845 Ref: Lucent Technologies, Inc., Clean Rooms Permit for Demolition Bob, Attached is the application for Demolition only, with reference to the above mentioned project. Demolition drawings are listed on the permit application and are in the drawing package that I left with you. If all is acceptable to you, please issue the permit as soon as possible. If you have any questions please contact me. I will submit an application for the building permit upon my receipt of the construction drawings. Sinc ely, Stanley J. 1hesky, Jr. Project Manager cc: D. Avery Perini C. Hewitt LTI File Req #: PR9612090009 FACILITY REQUISITION 01/22/97 - 13:26 Report: PRO02 ____________________ Page: 1 FEJR #: 961749 Const Org: CONTRACTR MACCS Charge #: W961749000 Change #: 1 Req Status: CONSTRUCTN Req Type: PLANT-REQ Wanted: , Title: removal of clean room Entered By: BUTTON, CLAYTON - JCO2EO100 - x 3942 - pg None Date: 01/16/97 Requester: CONDON, WILLIAM - JCO272400 - x 2864 - pg None Auth: JCO2EO100 Engineer: CONDON, WILLIAM - JCO272400 - x 2864 - pg None Chgd: JCO2EO100 Proj Code: ML303,5:444.:00 Bldg/Flr: 30 /02 Column: X-11 Est. Cost $: Room: DRAWING NUMBERS SHEET NUMBER(S) COMMENT ---------------- -------------------- ---------------------------------------- 222 - 180-200 222 -' 180-202 222. - 180-203 222 - 180-205 222 - 180-300 to 222-180-302 & 304 — 222 - 180-502 to 222-180-508 222 - 180-509 222 - 180-512 �ZA i E '•!� 222 - 180-703 to 222-180-705 fr � 222 - 180-707 & 222-180-708 Qf6c( j- -{r 222 - 180-711, 713, 716 to 720 FPV - 106212 2 FPV - 106218 2 _1. ,r L 1_ FPV - 106224 2 ' a c.��c�-,l lLl 5� 3 11 - ST 1"�n Rin, FPV - 106252 1, 2, 2a G � VG3``y (►71�1� 'et ' FPV - 106253 1,2,3,3a-3d,4,4a,5,9 _ P FPV - 106258 4 . Q S�t21 `TD yt¢w �- FPV - 106259 2,3,3a,3c,4 S�rin - e�. 5�ocv FPV - 106768 2 ( v p.�F FPV - 108547 1, 1b SK - 704-7316 1 thru 6 -------------------------------------------------------------------------------- ASSOCIATED ORDERS TYPE STATUS DATE COMMENT ------------------ ---------- ---------- -------- ------------------------------ -------------------------------------------------------------------------------- JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET # ------------------------ --------- --------------------- ---------- -------- -------------------------------------------------------------------------------- T# M6l1 PF EL CP SM PT WL LS TE TOT LABOR $ MATER $ ACCOUNT -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- -------- -------- -------- 01 1850 510 64 404 132 2960 139120 6960 50110312 02 64 80 336 32 512 24064 3700 50110312 03 1500 1500 70500 20000 50110312 04 64 116 44 16 16 256 12032 8500 50110312 Re #: PR9612090009 FACILITY REQUISITION 01/22/97 - 13:26 , Req Q Report: PR002 ____________________ Page: 2 05 40 24 64 3008 2200 50110312 • 06 80 80 3760 200 50110312 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- -------- -------- -------- 1978 630 1500 180 784 204 16 0 80 5372 252484 41560 -------------------------------------------------------------------------------- Approved: Approved: LAVACHE, PETER C Engineering Environmental Date: _/_/_ Date: _/_/_ r' Req #: PR9612090009 FACILITY REQUISITION 01/22/97 - 13:26 Report: PRO02 ____________________ Page: 3 -------------------------------------------------------------------------------- • Task #: 01 Requester: CONDON, WILLIAM - JCO272400 - x 2864 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL PARTIAL SURPLUS OF CLEANROOM (MACH.NO.90100-124) This work order will demolish the TTD cleanroom, which makes up the west end of block 27 located in the area bounded between columns V to Y and 9 to 13 (30-2) , as shown on FPV-106253,sh.1. CAUTION - Within this cleanroom there is: * Dilute acid drain and vent piping and exhaust ductwork * Hydrofluoric acid drain piping • Cyanide drain and vent piping and exhaust ductwork Before any dismantling of any of these above mentioned systems, contact Rich Grillo, X4472 to discuss the proper precautions to be taken and the proper dress requirements. Also, before disposing of any materials for the above mentioned systems, contact Burrell Lowery, X3222 to inspect and determine if this material will be disposed of in the normal manner or if a special waste bin will be required. NOTE: A new fire sprinkler system shall be installed per the mechanical fire sprinkler write-up and drawings. Prior to the installation of the new system all existing piping and ducts, etc. should be removed from above the service level, then sprinkler piping can be installed utilizing the service level before it is removed. (see task no.5) 1. Relocate the existing condensate pump and receiver set presently located 10'N & 4'W of Xa-9 (30-2) on the service platform level to position 1, on the polyhic side, as shown on drawing no. 222-180-503 . Reconnect the piping to and from the receiver in accordance with the marked up drawing no.222-180-503 . Piping shall comply with FSV-300,304, 313 & 314 and be insulated per FSV-300. 1A. Relocate the skid mounted compressed air dryer system presently located on the service platform level, adjacent to the above mentioned condensate receiver, to position 2, as shown on drawing no. 222-180-503. Relocate existing HPA supply and return lines down to chase no.3 . Rework piping as described in item no.11. 2. Isolate the following supply lines as shown on marked up drawings FPV-106212, sh.2. section B-B and FPV-106253,sh.2: 3/4" CW 3/4" RWS 3/4" CA 3/4" N2 1 1/4" RWR 3/4" DIWR Provide new isolation valves for each system per FSV-300 and paint any new Req #: PR9612090009 FACILITY REQUISITION 01/22/97 - 13:26 Report: PR002 ____________________ Page: 4 exposed piping. 3. Remove all dead piping, isolated per above paragraph, up through second floor into chase no.4 of the TTD cleanroom. Remove built-up concrete curb at penetration points and fill holes in floor per FSV-214. 4. Remove all piping in all chases and under raised floor sections throughout the entire TTD cleanroom area. 5. Remove and junk the raised floor sections and associated support posts throughout the entire TTD cleanroom area. 6. Rework the 3" acid drain line such that it will penetrate the floor 51N & 11W of X-9 (30-2) as shown on FPV-106253,sh.2 and FPV-106212, sh.2. Remove the remaining downstream portion of drain system. This portion of work shall be in compliance with cautionary note at beginning of this work order. Fill hole in floor per FSV-214. 7. If the existing 1 1/2" acid drain vent line penetrates the roof through a sleeve remove the vent line and cap the sleeve on roof top. If there is no .sleeve cut the vent line approximately 1' below the roof level and cap at roof top. 8. Remove the hydrofluoric acid drain line and protective shielding back to main run. Provide and install 3" blind flange with full faced gasket at terminal point as shown on marked up drawings FPV-108547, sh.1 & lb. This portion of work shall be in compliance with cautionary note at beginning of this work order. Fill hole in floor per FSV-214. 9. Remove the cyanide drain piping back through floor and take out back to col. Z-4 (30-1) , cap at "Y" connection above floor. If the existing 1 1/2" cyanide drain vent line penetrates the roof through a sleeve remove the vent line and cap the sleeve on roof top. If there is no sleeve cut the vent line approximately 1' below roof level and cap at roof top. This portion of work shall be in compliance with cautionary note at beginning of this work order. Fill hole in floor per FSV-214. 10. ' Cut and cap the DIWS piping inside chase no. 3 where it penetrates chase no. 4 at north-east corner thereby isolating the two cleanrooms. Remove all DIWS piping throughout the TTD cleanroom area. 11. After work is complete as described in item 1A, above,cut,cap and remove the HPA supply line which branches off the existing HPA line out of the after-filter, located in chase no.3 from its origin to and throughout the entire TTD cleanroom area. 12. Remove all exhaust ducts under raised floor level and inside chases 4,5, 6 & 7, as shown on FPV-106253, sh.3. Cut and cap ducts at service level and roof level as required and as indicated on FPV-106253,sh.3A. One section of ductwork supplying the adjacent polyhic cleanroom shall remain in tact and will have to be resupported from roof steel in a trapeze fashion. Refer to marked-up dwg. FPV-106253, sh.3A for present location. 13 . Remove the vacuum cleaner machine located on service level of TTD area and surplus per surplus ticket no. 32970. Remove all vacuum cleaner piping Req #: PR9612090009 FACILITY REQUISITION 01/22/97 - 13:26 Report: PR002 ____________________ Page: 5 from vacuum cleaner down to TTD cleanroom area. Vacuum cleaner piping to polyhic area to remain in tact, but will not be utilized, therefore it will not be necessary to reconnect or cap. 14. Remove the smoke detector system throughout the TTD cleanroom area. Notify Mike Costas,X2245 (pgr # 0335) to take measures to protect remaining system. Relocate the thermostat for HVAC, contact Don Ficken, X3473 for any details required. 15. Remove the fire sprinkler system throughout the. TTD cleanroom area. A new fire sprinkler system arrangement shall be installed as detailed under the mechanical fire protection installation write-up, included in this work order. ( see task no. 5 ) 16. Remove the HEPA ceiling panels and grid support system. 17. . Remove the HEPA ceiling transition ductwork, support steel and air handling sound attenuating sections up to the eight roof mounted air recirculation units. 18. Remove the sheetrock walls on the north, south and west sides of the TTD cleanroom area including the internal chase walls all from floor to. roof. Remove all doors, windows and stairways. Store doors in room lc-10 (21-1) . Repair the connecting points where _the north and south walls abutted the east wall making up the chase no.3 outside wall. Do not remove the section of wall at southeast corner from existing chase 3 wall to door frame, where panel is mounted on the outside. After the west wall is removed, provide and install hand rail along east side of platform overhanging aisle. Paint handrailing. 19. Remove the service level flooring, consisting of plywood panels, steel grating sections and structural steel floor beams. See task no. 4 for a portion of flooring to remain with additions and hung from above. 20. Remove the 4" x 4" structural tube columns supporting the service area flooring. Remove all base plates and fill holes in concrete floor. After area has been gutted and all structural steel removed paint exposed steel as required. 21. Remove and junk the eight (8) air recirculation units, RC-TTD-1,2,3,4,5, 6, 7 & 8 and air handling unit #1 located, as shown on marked up drawing 222-180-301. 22. Remove the three (3) wooden walkway branches accessing units RC-TTD-5,6,7 & 8 on roof top. 23. Do not remove the service platform used to access the piping to AHU-1 located on the west end of TTD cleanroom, under the roof, above the main aisle. 24. Fabricate and install new roof steel and roofing in the areas where roof mounted units have been removed in accordance with the structural write-up. (task no.4) . 25. Patch and paint all penetrations in west wall of chase no.3 where services ' R Req #: PR9612090009 FACILITY REQUISITION 01/22/97 - 13:26 Report: PR002 ____________________ Page: 6 have been removed. 26. Remove the door and frame connecting the TTD & POLYHIC cleanrooms at the service area level and close-in opening with metal studs and 1/2" sheetrock. Fill seams and screw holes and paint new wall section. Store door in room 1c-10 (21-1) . 27. Electrically disable the sliding door at col. W-9 (30-2) per electrical write-up. Fasten door closed with aluminum angle and screws. Provide a red lamacoid sign w/white lettering "DO NOT USE - NOT AN EXIT" and install on the east sides of door. (polyhic side) . 28. Remove four and hold for air condition maintenance technicians for storage and relocate two variable frequency drive units located on the south wall of the TTD cleanroom area per electrical writeup. 29. . After all demolition of TTD cleanroom is complete remove existing flooring and tile the entire floor area. Patch seams and screw holes in bottom 2' of west wall of chase no.3, paint wall and provide black vinyl. baseboard along the entire length. Doing Org: JCO272300 Task Hours: 2960.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 02 Requester: FICKEN, DONALD - JCO272400 - x 3473 - pg 0461 -------------------------------------------------------------------------------- Work: HVAC This task is to remove the chillers and piping which are associated with the clean room but located to the north of Building 30. 1) Notify Don Ficken x-3473 or pgr.0461 when ready to start. Refrigerant and oil must be removed from compressors if it has not already been done. 2) Disconnect chilled water 4 inch welded pipe and remove, across roof to the penetration of the glass block at col. Y/5. Remove all pipe supports and insulation as well. 3) Patch pipe penetration and caulk securely against weather. 4) Disassemble pumps and fittings. Tag pumps and switchgear with scrap ticket no.30790. 5) Disassemble and scrap enclosure and heater and fittings.Disconnect enclosure from chiller assembly. Attach scrap tickets #30788 and 30789 to chillers according to serial numbers. Take scrapped material to dumpsters and salvage items to Building 34 for resale. Doing Org: JCO272300 Task Hours: 512.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 03 Requester: GALANTE, JOSEPH - JCO272400 - x 2433 - pg None -------------------------------------------------------------------------------- Work: ELECTRICAL FEJR 961749 REMOVAL OF CLEAN ROOM 30-2 X/11 Req #: PR9612090009 FACILITY REQUISITION 01/22/97 - 13:26 Report: PRO02 ____________________ Page: 7 ELECTRICAL NOTE: REFER TO THE FIRST SECTION OF THE MECHANICAL WRITE-UP FOR WARNINGS ON CHEMICALS TO BE AWARE OF IN THE AREA. 1. COORDINATE REMOVAL OF DEVICES AND EQUIPMENT WITH OTHER TRADES, AS REQUIRED. 2. DISCONNECT AND REMOVE ALL ELECTRICAL EQUIPMENT BELOW THE RAISED FLOOR AREA BACK TO ITS ORIGINATION. IF CONDUIT AND WIRING PASS THRU THE WALL INTO THE POLYHIC AREA, CUT BACK TO THE WALL INSIDE THE EXISTING SERVICE CHASE #3 AND TERMINATE AS REQUIRED. DISCONNECT AND REMOVE THE GROUNDING GRID FOR THE RAISED FLOOR PEDESTALS AS REQUIRED. REFER TO DWGS. FPV-106253 SHT 4 MARKUP, 222-180-703, 704, 707, 708 717 AND 718. 3 . DISCONNECT AND REMOVE ELECTRICAL PANILBOARDS, DISCONNECT SWITCHES, PUSHBUTTON STATIONS, WIREMOLD, DEVICES, BRANCH CIRCUITING AND FEEDERS, ETC. AS SHOWN AND AS DIRECTED BY J. GALANTE X2433 . 4. DISCONNECT AND REMOVE CLEAN ROOM LIGHTING, THE SERVICE CHASE LIGHTING AND BATTERY UNITS AS SHOWN AND DIRECTED BY J. GALANTE X2433. 5. MAINTAIN EXISTING SERVICE AREA SMOKE DETECTION SYSTEM ABOVE THE CLEAN.-.._ ROOM AREA UNTIL THE NEW FIRE PROTECTION SYSTEM IS INSTALLED. DISCONNECT, REMOVE AND PROTECT FOR FUTURE INSTALLATION THE EXISTING FIRE ALARM PULLSTATIONS, SPEAKER/LIGHT UNITS, SMOKE DETECTORS, ETC. CONTACT DON FICKEN WITH TYPES OF DEVICES AND QUANTITIES. 6. DISCONNECT, REMOVE AND PROTECT FOR FUTURE INSTALLATION THE RAISED FLOOR WATER ALARM DETECTORS. CONTACT DON FICKER WITH TYPE AND QUANTITY. DISCONNECT WIRING BACK TO THE CONTROL PANEL BY THE MCC. DO NOT DISTURB THE OPERATION OF THE CONTROL PANEL. THE POLYHIC CLEAN ROOM IS STILL CONNECTED TO IT. 7. COORDINATE WITH THE MILLWRIGHTS THE CONSTRUCTION OF AN ELECTRICAL PLATFORM AND LADDER. MAINTAIN ELECTRICAL SERVICES TO THE POLYHIC CLEANROOM CLASS 100 FED FROM THE DISTRIBUTION PANEL ON THE PLATFORM. RELOCATE 1 18CKT 100A PANELBOARD FROM THE CHASE #3 WALL TO THE ELECTRCICAL PLATFORM AND EXTEND DDC CONTROL CABINET AND OTHER BRANCH CIRCUITS AS SHOWN ON DRAWING . . . . . . . . 8. COORDINATE WITH THE FIRE PROTECTION CONTRACTOR THE TIME PERIOD FOR THE INSTALLATION OF A NEW SPRINKLER SYSTEM UP ABOVE THE CLEAN ROOM AREA. DO NOT REMOVE THE LIGHTING UNTIL THE FIRE PROTECTION WORK IS COMPLETE OR AS DIRECTED. 9. COORDINATE THE REMOVAL OF THE EXHAUST ALARM FLUSH WALL UNITS WITH THE MILLWRIGHTS. DISCOD]NECT BRANCH CIRCUITING AS REQUIRED. 10. DISCONNECT AND REMOVE ALL ELECTRICAL FEEDERS, BRANCH CIRCUITING, TRANSFORMERS, LIGHTING, SWITCHBOARD, ETC IN THE CHILLER N01 AND NO2 EXTERIOR ATTACHED STRUCTURE. SURPLUS THE SWITCHBOARD AND THE STARTER DISCONNECT UNITS. JUNK THE REST. SWITCHBOARD SURPLUS TICKET #32998. STARTER/DISCONNECT SURPLUS TICKET NOS 32973 AND 32974. Req #: PR9612090009 FACILITY REQUISITION 01/22/97 - 13:26 Report: PR002 ____________________ Page: 8 F DISCONNECT AND REMOVE THE FEEDER TO THE SWITCHBOARD FROM THE EXTERIOR PULLBOX AND CAP THE TWO CONDUIT KOS AS REQUIRED WITH WP KOS. TERMINATE THE FEEDER IN THE PULLBOX AND LOCKOUT TAGOUT THE SWITCH THAT FEEDS IT. REMOVE FUSES FROM THE SWITCH. REFER TO DWG 222-180-705. 11. DISCONNECT AND REMOVE 4 VFD DRIVES LOCATED ON THE WALL TO THE LEFT OF MCC 26X. RELOCATE THE LAST TWO VFD's TO THE WALL OF THE SERVICE CHASE. EXTEND FEEDERS AS REQUIRED. COORDINATE DISCONNECTION OF VFD UNITS WITH D. GAUDET X3786 AND D. FICKEN X3473 PRIOR TO DISCONNECTION. COORDINATE SHUTDOWN OF THE AIR HANDLING SYSTEM WITH THE POLYHOC CLEANROOM ALSO. REFER TO DWG. FPV-106253 SHT 4. 12. DISCONNECT AND REMOVE EXISTING SPEAKER SYSTEM AND WIRING AND SAVE FOR REUSE. 13 . DISCONNECT CONTROLS OF THE SLIDING DOOR FROM POLYHIC CLEANROOM TO THE NEW OPEN AREA. DISABLE THE ELECTRICAL CONTROL CIRCUIT TO THE DOOR. COORDINATE WITH THE MILLWRIGHTS. 14. DISCONNECT BRANCH CIRCUITING AND CONTROLS TO ROOF EXHAUST MOTORS 387, 389 & EXH SYSTEMS EF-TTD-1 AS SHOWN ON DRAWING 222-180-704 MARKUP. DISCONNECT BRANCH CIRCUIT WIRING TO ABANDONED IN PLACE EXHAUST FANS 387 & 389 AS SHOWN ON 222-180-703. 15. DISCONNECT AND REMOVE BRANCH CIRCUITING TO 8 RECIRCULATION FANS RC-TDD 1-8 AT ROOF LEVEL. DISCONNECT AND REMOVE CONTROL WIRING AND BRANCH CIRCUITING BACK TO MCC 26X. REMOVE RECIRC FAN DESIGNATIONS ON THE MCC CUBICLE SECTIONS AND ALSO REMOVE ASSOCIATED FUSING IN EACH CUBICLE. REFER TO DWG. 222-180-704 MARKUP. 16. DISCONNECT AND RELOCATE THE AIR DRYER AND THE CONDENSATE PUMP AND REC SET BRANCH CIRCUITING AS SHOWN ON DWG 222-180-703. COORDINATE WITH MILWRIGHTS FOR EXACT LOCATIONS AND SCHEDULE. 17. DISCONNECT AND REMOVEL BRANCH CIRCUITING TO THE VACUUM SYSTEM ABOVE THE CLEAN ROOM NEAR THE AIR DRYER AND COND REC. COORDINATE WITH THE MILWRIGHTS AS REQUIRED. 18. DISCONNECT AND REMOVE FEEDER AND CONDUIT TO AHU-1 AS REQUIRED. COORDINATE WITH THE MECHANICAL CONTRACTORS AS REQUIRED. DISCONNECT AND REMOVE THE FREEZE STAT WIRING BACK TO ORIGINATION. BOTH FEEDERS ORIGINATE FROM MCC-26X WD-3. 19. PROVIDE AND INSTALL A NEW APPROVED FOR THE USE FIRE ALARM BATTERY CABINET TO REPLACE THE 4FT HIGH UNIT THAT EXISTS. LOCATE THE UNIT NEXT TO THE FIRE ALARM DATA GATHERING PANEL NEXT TO MCC 26X. NOTIFY GUARD HDQTS OF BATTERY DISCONNECTION AND RECONNECTION. REFER TO DWG. FPV-106258 SHT 4. 20. PROVIDE AND INSTALL NEW SHOP LIGHTING SYSTEM AS SHOWN ON DRAWING FPV-106253 SHT 9. PROVIDE AND INSTALL LIGHTING LOW VOLTAGE CONTROLS AS SHOWN ON DRAWINGS AND EXTEND EXISTING NORMAL AND EMERGENCY BRANCH CIRCUITS AS REQUIRED. * A Req #: PR9612090009 FACILITY REQUISITION 01/22/97 - 13:26 ' Report: PRO02 ____________________ Page: 9 21. PROVIDE AND INSTALL NEW FIRE ALARM WIRING TO NEW FIRE PROTECTION SYSTEM DEVICES AS REQUIRED. 22. SURPLUS THE 2 SQ D PANELBOARDS 1-125A SURPLUS TICKET #32975 AND 1-225A SURPLUS TICKET #32976. 23. CONTACT THE SUPER USERS DENNIS BARRON X2254 FOR FACILITY NUMBERS WHICH ARE ON EQUIPMENT. BEING REMOVED. 24. PROVIDE AS-BUILT DRAWINGS FOR THIS AREA. SUBMIT AS-BUILT DRAWING TO J. GALANTE FOR PROCESSING INTO CAD. THIS JOB SHALL NOT BE SIGNED OFF ON UNTIL THE AS-BUILTS HAVE BEEN COMPLETED AND SUBMITTED. Doing Org: JCO272300 Task Hours: 1500.00 Account: 50110312 -------------------- ----------------------------------------------------------- Task #: 04 Requester: BUTTON, CLAYTON - JCO2EO100 - x 3942 - pg None -------------------------------------------------------------------------------- Work: STRUCTURAL (SEE SK-704-7316 1 THRU 6) This work consists of supporting part of an existing platform to roof girders,so the existing floor support columns can be removed. Note ! The roof mounted air handling units,above,must be removed prior to the removal of the existing floor support columns. Also,an existing ladder shall be relocated and a platform opening and two roof openings will be closed. Approximately 90 feet of rail will be installed. The sequence of work should be as follows: 1.Install (field weld) new truss reinforcing angles. 2.Install (field bolt) new support brkts. (remove plywood deck as reqd) 3.Install (field weld) new W6 & W10 beams and 3x3 angles <4-pairs>. 4.Install (field weld) new support plates (two to each supt bracket) 5.Install new steel/plywood to close the existing platform opening. 6.Relocate/install the existing ladder from col. Wa=10 area (cut hole in the existing plywood deck,as required) 7.Install (attach to plywood deck) about 90 feet of standard speed rail (1.5" standard pipe) . Install safety chains at the ladder opening. 8.Paint the speed rail safety yellow. 9.Close the two roof openings. Doing Org: JCO272300 Task Hours: 256.00 Account: 50110312 Req #: PR9612090009 FACILITY REQUISITION 01/22/97 - 13:*26 Report: PR002 ____________________ Page: 10 -------------------------------------------------------------------------------- Task #: 05 Requester: BROBST, ROBERT - JCO2E0600 - x 2566 - pg 0678 -------------------------------------------------------------------------------- Work: FIRE PROTECTION 1. NEW SPRINKLER SYSTEM WITHIN THE EXISTING PLENUM SPACE A. Connect to existing 6". sprinkler main between columns (9&10/X&Y) from sprinkler zone M-4. B. Extend new 4" sprinkler cross main to plenum area above the clean rooms to be demolished in phase one of this workorder. C. Provide new wet pipe ordinary hazard pipe schedule sized sprinkler system as indicated on drawing dated Jan. 20. 199. D. Sprinklers will be installed from existing service level prior to demolition phase. E. Install ceiling sprinkler piping at the same elevation as the existing sprinklers in the surrounding areas, as to provide a continuous system with consistent head spacing and elevations. F. Extend the sprinkler cross main to provide sprinkler protection below the electrical platform as indicated on the part plan. KEvlslot� 2. DEMOLITION A. Cut and cap existing 2 1/2" supply to present clean room sidewall sprinkler system. Existing sprinklers will be demolished by general contractor. Doing Org: JCO272300 Task Hours: 64.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 06 Requester: GALANTE, JOSEPH - JCO272400 - x 2433 - pg None -------------------------------------------------------------------------------- Work: TEL/DATA FEJR 961749 CLEAN ROOM REMOVAL TEL/DATA 1. DISCONNECT AND REMOVE EXISTING TEL/DATA CABLES IN RAISED FLOOR AND IN WALLS BEING DEMOLISHED. COORDINATE WITH THE ELECTRICAL CONTRACTOR AS REQUIRED. CONTACT M. QUINN X5107 FOR ADDITIONAL INFORMATION. Doing Org: JCO272300 Task Hours: 80.00 Account: 50110312 Req #. PR9608220003 FACILITY REQUISITION 10/30/96 - OL:46 Report: PRO02 Page: 1 FEJR #: 961385 Const Org: JCO272300 MACCS Charge #: W961385000 Change #: 0 Req Status: SCHEDULING Req Type: PLANT-REQ Wanted: Title: REMOVE CLEAN ROOM - BLOCK 2, BUILDING 30-2 Entered By: DELONG, BEVERLY - JCO272410 - x 4974 - pg None Date: 08/22/96 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 Auth: JCO2EO100 Engineer: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 Chgd: JCO2EO100 Proj Code: MISC Bldg/Flr: 30 /02 Column: AA-05 Est. Cost $: Room: ------------------------------ ---------------------------------- DRAWING NUMBERS SHEET NUMBERS) COMb1ENT ---------------- -------------------- ---------------------------------------- FPV - 108500-1 1 ARCH. FLOOR PLAN AND PARTION FPV - 108500-1A 1a ARCH. - REFLACTED CEILING PLAN FPV - 108500-1B 1b ARCH. - SECTIONS FPV - 108500-1C 1c ARCH. DETAILS AND SCHEDULES FPV 108500-1D 1d ARCH. ROOF PLAN FPV - 108500-2 2 STRUCTURAL - PLAN AND DETAILS FPV - 108500-2A 2a STRUCTURAL - SECTIONS AND DETAILS FPV - 108500-2B 2b STRUCTURAL - MISC. PLATFORM AND DETAILS FPV - 108500-2C 2c STRUCTUAL - SECTIONS AND DETAILS FPV - 108500-3 3 HVAC- CEILING PLAN FPV - 108500-3A 3a HVAC- PLAN BELOW ROOF FPV - 108500-3B 3b HVAC - ROOF PLAN FPV - 108500-3C 3c HVAC - SECTIONS AND DETAILS FPV - 108500-3D 3d PIPING AND CONTROL DIAGRAM FPV - 108500-5 5 SPRINKLERS PLAN AND DETAILS -------------------------------------------------------------------------------- ASSOCIATED ORDERS TYPE STATUS DATE COMMENT ------------------ ---------- ---------- -------- ------------------------------ ----------------------------------------------------------- -------------------- JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET # ------------------------ --------- --------------------- ---------- -------- MACH-090100-00120 50V080100 CR22, Bloc 2 NOT-INV 30829 ----------------------------------=--------------------------------------------- T# MW PF EL CP SM PT WL LS TE TOT LABOR $ MATER $ ACCOUNT -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- -------- -------- -------- 01 600 150 50 800 37600 5000 50110312 02 600 300 900 42300 5000 50110312 03 750 300 1050 49350 5000 50110312 04 200 150 50 50 450 21150 2000 50110312 05 50 50 100 150 350 16450 3000 50110312 06 600 600 28200 3000 50110312 07 16 32 48 96 4512 2000 50110312 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- -------- -------- -------- 200 600 582 548 150 0 0 0 4246 199562 25000 Req #: PR9608220003 FACILITY REQUISITION 10/30/96 - 0946 Report: PR002 ____________________ Page: 2 -------------------------------------------------------------------------------- Approved: Approved: _ if0 An" LAVACHE, PETER C Engineering Environmental Date: f�/ / Date: /,P/ 7()/ Req #: PR9608220003 FACILITY REQUISITION 10/30/96 - 09:46 Report: PRO02 ____________________ Page: 3 ---------------------- -------------------_-----------_---------- - ------- ! Task #: 01 Requester: PATEL, AJIT JCO2EO100 x 2692 pg0426 -------------------------------------------------------------------------------- Work: MECHANICAL -,REMOVAL OF CLEAN ROOM This work order is to remove clean room #2, bldg.30-2, Y-AA,5-12 and dispose. The entire salvage will be done under surplus ticket # 30829 . 1. Remove all HEPA filters, blank pannels from the ceiling of class 100 clean room as shown on drawing FPV-108500 SH.3. Dispose all filters. CAUTION: CEILING GRID HAS GEL FOR POSITIVE SEALING - HANDLE WITH CARE. 2. Remove from the ceiling of block 2 - class 100,000 room, between col. Y-Z, 6-11, 18 size 48X24 HEPA filters, ceiling tiles and return grill as shown on FPV-108500- SH.3, Dispose all filters. ( contine on task 2 ) Doing Org: JCO272300 Task Hours: 800.00 Account: 50110312 ------------------------------------------------------------=------------------- Task #: 02 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 -------------------------------------------------------------------------------- Work: MECHANICAL - CONT. 3. Remove ceiling T- bar from both areas of the clean room and dispose. Remove all hangers and supports. Reflected ceiling plan is shown on FPV-108500-1A. 4. Remove and dispose clean plenum located on North and South wall of clean room as shown on drawing FPV-108500 SHA. 5. Remove all marlite panel from shaft wall system. Remove and surpluse all door, service window, partitions as shown on drawings. ( cont. task 3 ) Doing Org: JCO272300 Task Hours: 900.00 Account: 50110312 Req #: PR9608220003 FACILITY REQUISITION 10/30/96 - 09`:46 ' Report: PRO02 ____________________ Page: 4 ' 10 -------------------------------------------------------------------------------- Task #: 03 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 -------------------------------------------------------------------------------- Work: MECHANICAL - CONT. 6. In class 100,000 room, remove ducts connected to clean air modules back to branch mains and cap. See drawing FPV-108500 sh. 3A. 7. Remove six(6) return air fan units, ducts, guy wires from the roof of building and surpluse/dispose it. All units are shown on drawing 108500-3B, Please work with plant security, safety department when bringing units down from roof. ( cont. task 4 ) Doing Org: JCO272300 Task Hours: 1050.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 04 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 -------------------------------------=------------------------------------------ Work: MECHANICAL - CONT. 8. Remove R-22 refrigerant from two(2) air handling units tagged as ACU-1-2 AND ACU-2-2, follow approved procedure in removing refrigerant in required storage container and send inventory to Ann Reynolds X4475 directed storage area. Disconnect DX-coils refrigerant piping between unit and air cooled condenser. Remove and salvage both air cooled condenser from roof. Refer drawing FPV-108500 sh. 3B,C. Remove all plateforms, pathch any openings per factory standards. (cont. task 5 ) Doing Org: JCO272300 Task Hours: 450.00 Account: 50110312 ------------------------------------------------------------------------------- Task #: 05 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 -------------------------------------------------------------------------------- Work: MECHANICAL - CONT. 9. Remove all exhaust duct up to truss level and cap for future use. 10. Remove control components and turn them over to HVAC tec. 11. All steam, condensate piping will stay. 12. Provide touch-ups and painting to match surroundings. Doing Org: JCO272300 Task Hours: 350.00 Account: 50110312 Req #: PR9608220003 , FACILITY REQUISITION 10/30/96 - 09:46 Report: PR002 ____________________ Page: 5 r -------------------------------------------------------------------------------- Task #: 06 Requester: SANDOE, PAUL - JCO272400 - x None - pg None -------------------------------------------------------------------------------- Work: ELECTRICAL 1. Contact Paul Sandoe at extension 3389 prior to commencing work for a complete walk-through of job. Job basically entails disconnect and removing all electrical equipment in existing clean room #2. building 30-2, col Y-AA, 5-12. This shall include but not limited to disconnect switches, light fixtures, wireways, cable tray, receptacles, roof top units (6) , air cooled condensing units (2) , variable frequency drives, speakers, etc. 2. Existing fire alarm devices in affected area shall be disconnected for relocation. Maintain operation of fire alarm devices in surrounding areas. Upon completion of all demolition work, locations and quantites of fire alarm devices shall be determined to cover new open space. Contact Paul Sandoe and Don Ficken for further information regarding fire alarm system. 3 . Existing motor control center on west wall of clean room shall remain. Existing 480V lighting panel on west wall shall remain also. Update panel directory indicating any circuits made spare by removal. 4. Provide temporary strip fluorescent lighting for construction and demolition. New shop lighting shall be installed under a separate FEJR. Temporary lighting shall remain in place until new lighting is installed. Connect temporary lighting to local 480V lighting panelboard. Doing Org: JCO272300 Task Hours: 600.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 07 Requester: BUTTON, CLAYTON - JCO2E0100 - x 3029 - pg None -------------------------------------------------------------------------------- Work: STRUCTURAL This work consists of providing and installing material for closing 12-roof penetrations in the roof of building 30,as shown on SK 704-7276. After the existing ducts which pass thru the roof are removed,the holes shall be closed. The existing curbing around the holes will remain and become part of the new hole closure. The hole openings shall be framed with wood,rigid and loose insulation installed,and the plywood covers added. The new sheet metal hoods shall be fabricated and installed. Doing Org: JCO272300 Task Hours: 96.00 Account: 50110312 I 1 I Location_ No. G2 Date ATij of "°or;�� TOWN OF NORTH ANDOVER � 3? i,• ° SOL I 1 p Certificate of Occupancy $ 41 • i " Building/Frame Permit Fee $ 'SsAcMuFoundation Permit Fee $ Other Permit Fee b6u". $ 3 �� Sewer Connection Fee $ I Water Connection Fee $ TOTAL $ 73. O° uilding Inspector N2 10704 Div. Public Works • c1ORT Townof �� � 4Andover _ No. 62 d �Ru� 'ZI. 199 * Z - ower, Mass * .> s ... �094_COCH CH EWICK OgATED�PA`y iCJ S BOARD OF HEALTH \Seic /Kitchen PERMIT T System p�wln,Li9 � UILDING INSPECTO THIS CERTIFIES THAT 1A4 ?+ '. ��M�4!�4 �.Y �.. ... !uc..... !GO!!!?I .� ri!.�!�.- !v. '.. Found 'on has permission On ............1.. c?.Q....os.lSl& .l�..... s �"•+ r...... Rough t0 '1� tiv1 V O N O A� t7 N Chimney .........�5 ....................... .. . . . .... ...................... provided that the person accepting this permit shall in every respect conform to the terms of the appi' ation on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBGIN ECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough IT Final PERMEXPIRES IN 6 MONTHS ELECTRIC SPECTOR UNLESS CONSTRUCTION STAR S Rough Get • � ,1.�.., oG/432 ..... Service .......................... . . ............. .... ........ .................................... BUILDING INSPECTOR Final IN I N Display in a Conspicuous Place on the Premises — Do Not Remove Rough P Y � P Final Until Inspected andAp'proved by the Building Inspector. FIRE DEPARTMENT /BuerNo. r.r �p COCIIIc Nl WICN �' ss'gCHUSE� T O W N O F N O R T H A N D O V E R DATE: NORTH ANDOVER, MASS . PERMIT-j S I G N P E R M I T THIS CERTIFIES THAT. . . . 9"4t M..I' Cl�,P . . . . • • • . . • • . • . has permission to erect . �'o rT.x 1.0 ��. . . . . . • • . . on . . . . ) (Po C). Q�.��'�,, . � ) �4�. . . . • . . . • . . provided that the person accepting this Permit shall in every respect conform to the terms of the appli- cation on file in this office , and to the provisions of the Codes and By-Laws relating to the Sign Regulations in the Town of North Andover . VIOLATION OF THE Zoning or Sign Regulations , Section #6 , Voids this Permit . . . . :.' . . . . . . . . . . . . . • . . Inspector of Buildings Location 9� No. Date P- : s °*T" TOWN OF NORTH ANDOVER p Certificate of Occupancy $ * ;; Building/Frame Permi4,Fee $ ,s11C 14l1sEt Foundation P&Ht•Fee Other Permit Fee Sewer Connection-Feer , $ Water Connection Fee $ TOTAL e h� 005�gJ � Bu idirt"Inspector 10M - Div. Public Works m TOWN OF NORTH ANDOVER SIGN PERMIT APPLICATION Site Owner Lucent Technologies Applicant John Ostrowski - Facilities Manager Site Address 1600 Osgood St. , North Andover, MA. 01845 Size of Proposed Sign Approx. 40' X 6' v: Hoer attached: (a) Against the wall (X) s (b) Roof ( } Illumination: (a)Not illuminated { ) m (c) Ground ( ) (b) Internally illuminated ) � (d) Other ( ) (c)Externally illuminatedOD ( ) to Proposed Colors: Background See Attached Materials: See Attached Lettering Drawing Drawing Border W o Rtnuired Attachments: Note: z Photograpbs of building No permanent/temporary sign shall be erected, or Material sample enlarged until an application on the appropriate form Color samples furnished by the Sign Officer has been fled with the o Sate or Plot Plan (Required for all fret-standing Sign Officer containing such information including z -signs) 4 photographs, plans and scale drawings, as he may 0 I}ra o - wiugs of proposed sign require, and a permit for such erection, alteration, z Other, specify or enlagement has been issued by him. Such permit o shall be issued only if the Sign Officer determines that the sign complies or will comply with all CL applicable provisions of the By-Law. cNv Will sign overhang any public road or walkway: Yes ( No N D If Yes, Name of Agency who will provide liability insurance: AN INCOMPLETE APPLICATION WELL NOT BE ACCEPTED. co Date Filed: 2/14/97 John E i �k D signature ofApplicaut ti r 1 k- i t� Y� - I Ulcent Ted"w9ogi Bell L*$ 1W war �MI�IMI11��AMMMMk�MIMI114 � � a w .. '' - _ - ,.. r... � �•, .` ..fes_. u.WLs:- - •„ w A-11IL •wan �"M° ,a H y �,��a. � 4 '�u���m+�a�^r� Ike;, •�"� .:.,.,. .ter rr H Iry,.,p� �u„ ,S'.•r�, �Mu q� we�mp�paw4'�F ar - 0 Sign Management Consultants,Inc. E Client IM Drawing Title Nashville,Tennessee 37216 Lucent Technologies, Inc. Skyline Temporary Sign E] Issue Date: 746-96 Network Systems 6' Innovation Ring North Andover, MA 24" & 16" Non-illuminated Letters s r r" , r • �� i naw ww�.�NwMwuiYYvreLw wr.,.�Jlx&pu. W ,� �i+ � �q � ', � �: �w it �«�Yre„i,le�I �,YaA�„ �x r mom r� �wr r „..amu .r u. +y• .. 0 +,u ,s M•,b « Y• hY A (] Sign Management Consultants,Inc. 0, Client Q Drawing Title Nashville Tennessee 37216 Lucent Technologies, Inc. Existing Sign Issue Date. 7-16-96 Network Systems North Andover, MA TO DATE_ TIME , - Y/ PM u FROM ` AREA CODE f7 )4,1 NO. ® FOF N T E t�. E t E s 00 A Z22Z2r MG E SIGNED PHONED BACK CALLRNED SEEYOU AGAIN ALL WAS IN ❑ URGENT EI / Y � ,y,i,a s,g n �o r y� tiU dUy�'Lyt 4y ur. iyn, ;9 )I pi ;,i, hA fli!. ffjU9=�[';i8��¢y F• 2 it Fled 3M Scotchc al#3630-33 translucent vinyl fpm irl wvation ring 318'd'a.9.s.mounft bolt bcation(typ.) - r i. Q C 00 ZD dell Labs hnavat�ons � r T 1/4'dls.8.e.ff*jndrg bolt logon><typ.) 3/8'x 5'-11 71W square tempered F6bekatld letters vw/7328 Whfte proc faom for g1w penal w/porcelainized finish dark colored buikgfW&Ca6=0&a(*'n White � on second surface faces for lrgnt colored buk%wje.PWAt returns to match faces(write or UadO Front Ei(,VatjQn General Notes: Electrical Information::: 1. All fg kn glfon anal)be Bono uchg approved Neon,AAProx 235'-0'16m 6500 White tubing artwork provided In electronic format. Transformers:Approx(2)9000V&(5)750tH 60mA npf trensformers 2. Nean ley*tft 9Mv."era frac fwtP f=G its Ampa—age: GirctAta:(2)2 .amFN11V vOh If necessary,fabricator steep make adl to wmn uniform fighting is obtained. 3. Transformers fisted are for reference txiy- Fabricator shall verity the actual number and size of tranafomwrs rgrr ArF"And erWJ81W Iitb1Afofinere aro property loaded by following the town9 procedures rwornmended by the marnifactuner. NLWM C104T MODEL MAwwcTm.E DATE 10-4-9e owAw•+a t_ucent Tectx�olo9�.�• � . Instattation Drawing oq�By f,,,o LT-310 SIGN MANAGEMENT CONSULTANTS tAvel 1 SkAm W with 24' 600 Mountain Ave. i.%h Ikm*mt9d'Lucent TwImologW rAWC)By r N 23 Century Blvd. Suite 606 Nashville,TN 37214 Murray M.NJ 07974-0636 Letters&0,_0'hw ation FfingK(,ke2 311 PH (615) 8135.1661 Fax(61S) 005-1703with Neon prrrtirtOw sem; vj•�r� FAX rlct. GU92fr�4 p - .. .,. ._.. '.",:•:.:, :..: . ui ,au �yuia .; Vii, - • a c 'i'„ r Aad 3M Scotchoal 0-33 oran bioartt vinyl urn kvvvation nng 3MI-dna.s.a.mounting bolt location(type • � L . a o .� 4 C�� - 10 Labs hnovattons o 1/46 ft e.0.motxorm boK loc afim Itypa 3J8'x 1 7/f3•square tempered Falxkatcd tetters Vd 7M"ft eolvic fWa for � �sagoMW wl port ftWoed&*h. ftk colored bu0dings&ceeoort M&'n"ft faces for light colored txAW%'O.AaiM rsturne to notch boas(wt or btacW Front B(;vation General Notes: Electrical Information: 1. AN Uxicason"be dono u&V appnov►ed Neon:APPrw.235''W 16rmn 6sW Mde tubUq artwork provided In electronic fortrrat. Transformers:App=(2)9000V&(5)750W WmA npt transformers i 2. Neon rayoutt aftwn we fir mfitonc a only. Amperage:29.6 K rwessary,%brlcaW shop n ft adAmtrrrents Gcults:CL)20 amps au volt to enaur'e urftm lighting it obWned. 3. Transtonrrers fitted are for reference only. Fabricator chail vs*the actual number and sift of Uwvm rr*M rvq&M And ensue V* 1(tutbf n"m oro prop&V loaded by**mV the testing procedures recornmended by the manufacturer. cam+r SON MOM ow►ww�,mF DAM ,o.&W or+nw•+a reaeet t.ueencTecrx>olo9 .Nc. level 1 &IcAm W with 24• installation Drvwkv orwwr r ` 0 ey mro � SIGN MANAGEMENT CONSULTANTS 600 Mountain Avr: r;mated lucent Technologies' I cl+to®er 23 Century Blvd. Suite 606 Nashville,TN 37214 Murray tell,N.1 07974-0636 Lathe 6 pl-W fnnouebon grip �1 _ 311 PH (615) 8135.1661 Fax(615) 005-1703 YA Neon Murrdnetbn Location (o520 No. �� Date a a ' &ORTN TOWN OF NORTH ANDOVER opt...° ,•�a Certificate of Occupancy $ Building/Frame�Permit Fee $ R 5418 1''s' °'E< Foundation Permit Fee $ s�cHus Other Permit Fee $ Sewer Connection Fee $ t Water Connection Fee $ _ TOTAL. $ _ -� - 1220 2.2 g� Building-t'fi pector Div. Public Works F-R36ttT No. 'APPOCAT10N FOR PERMIT TO BUILD — N,UKI" AHOUVER, rnr►al- � I^ MAP 410. LOT'NO. 2 RECORD OF OWNERSHIP JDA E IBOOK ' ZONE I SUB DIV. LOT NO. 1 OCATION 1600 Osgood Street PURPOSe OF BUILDING OWNER'S NAME Lucent Technologies, Inca NO. OF STORIES SIZE Existina OWNER'S ADDRESS 1600 Osgood Street - BASEMENT OR SLA* - - - size OF FLOOR TIMBERS - IST ' - INC y !RD, ARCHITECT'S NAM[ , Dean Architect,,,-_a1 Al fiancP- = BUILDER'S NAME Perini Building Co. , Inc. SPAN DISTANCE TO NEAREST BUILDING Existing Building - DIMENSIONS OF BILLS -•_y -- POfTi DISTANCE FROM STREET 300 ': 00I" DISTANCE FROM LOT LINES - SIDES - - REAR - - GIRDERS 1 AREA OF L07 FRONTAGE HEIGHT OF FOUNDATION THICKNESS If BUILDING NEW Silt OF FOOTING X If BUILDING ADDITION MATER:AL OF CHIMNEY If BUILDING ALTERATION Yes - Bldg. 20-3rd Floor If BUILDING ON SOLID OR FILLED LAND Solid WILL BUILDING CONFORM TO REQUIREMENTS OF CODE YeS' If BUILDING CONNECTED TO TOWN WATER Yes 7 BOARD OF APPEALS ACTION. IF ANY If ■UILOING CONNECTED TO TOWN ![W ER No - - 1! BUILDING CONNECTED TO NATURAL GAf LINE- Yes PROPERTY INFORMATION INSTRUCTIONS LAND COST SEE BOTH SIDES - EST. BLDG. COST $ 1,314,000.00 UT. BLDG. COST PER SQ. rT. PAGE I FILL OUT BECTIONS 1 - 9 EST. BLDG. COST PCR ROOM PAGE 2 FILL OUT SECTIONS t - t2 B[I'TIC PtRMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS t PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR Irl- DATE FILED 10/22/97 WILDING INSPiGTOR SIGNATURE OF OWNER O# AUTHORIZED AGe Owners Tel # 960-2848 ir E E $ 8 ,541.00 Contrac� Tel# 9.60-4018 ra"IT ORAMT90 " Contra. Lic # 061432 HIC # Reference Permit No. 485D for demolition ' -- See attached list of drawings -�—• ---- - LIST OF DRAWINGS Architectural — Drawing #'s Kitchen Eauioment — Drawing #'s Electrical — Drawing #'s T-1 Title Sheet K-1 E-1 Electrical Legend, Schedules & Details D-1 Part. Demolition PlanE-2 Electrical Demolition Plan Audio/Visual — Drawing #'s E-3 Electrical Lighting Plan A—1 Part. Floor Plan E-4 Electrical Power Plan A-2 Part. Reflected Ceiling Plan AV-1 Equipment Plan & Elevations; E-5 Electrical A/V & Dimming Control A-3 Floor Finish Plan Sheilding and Grounding Risers and Schedules A-4 Furniture and Equipment Plan AV-2 Boardroom Video/Audio Functional E-6 Electrical Power Riser Diagram A-5 Conference Room Plan Diagram and Specifications A-6 Boardroom Plan AV-3 Conference Room Video/Audio A-6A Toilet's and Pantry Plans Functional Diagram A-7 Sections thru Building AV-4 Boardroom & Conference Room Remote D A-8 Interior Elevations Control Functional Diagrams; A-9 Interior Elevations Panels and Plates SEP 3 0 1997 A—10 Conference Room Elevations AV-5 Touchscreen Remote—Control A-11 Conference Room Elevations Screen Layouts A-12 Boardroom Elevations A-13 Boardroom Elevations A-14 Part. Corridor Elevations Plumbing — Drawing #'s A-15 Part. Corridor Elevations A-16 Serving Pantry Elevations P-1 Plumbing & Fire Protection Legend A—1 6A Corridor Elevations Legend and Details A-17 Sections and Details P-2 Plumbing Demolition Plan BOARDROOM REN A-17A Sections and Details P-3 Plumbing Construction Plan A-18 Millwork Details P-4 Fire Protection Demolition and TITLE SHEET A-18A Millwork Details Construction Plan A—18B Custom Door Details A-19 Millwork Details A-20 Soffit Details Mechanical — Drawing #'s A-21 Window Replacement Work: Demolition DESIGNED DRAWN A-22 Window Replacement Work: H-1' HVAC Legend AJD TEAM Proposed Conditions g DRAFTING ORG. OTHER APPROVAL: P H-2 HVAC Demolition Plan F-1 Table Details H-3 HVAC Construction Plan F-2 Table Details H-4 HVAC Schedules and Details Lucent Technolog F-3 Table Details Bell Lab Innovati OFFICES 0F: o g Town of 120 Main Street APPEALS '� n North Andover, NORTH ANDOVER BLAI:DING Massachusetts O 1845 CONSER\'A-I•tON ` DIVISION OF HEAI:I'H PLANNING PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON. DIRECTOR a In accordance with the provisions of MGL c 40, S 54, a- condition o! Building Permit Number � *his that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 111, S 150A. The debris will be disposed of in: Greater Lawrence Transfer Station VIA: P.T. Container Co. , Haverhill, MA (Location of Facility) AV1uTe1- of Permit Ap tea t /d ,7 Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. nnc. Mc.tntm LLoc. oetcxlmm --- 1 CA Lmmmt W. 2 l0' FOr[L ROME 2 4TEYOVS1 W. 2 AI CAAAa 2 CATL.(tln W. 1 42 Strrua IIDC.LT97Aa A LRLLTU 90.A AI ULT LTOIAa 7 swLTta NO. 7 AA CIILL[I ALOC. A LQLTta 00. A As CEILLSS RLOO. 7 strum so. 7 AA TDSSIiA A MVA4z CATtxODl[D0. o I A7 C.LVA"ATIOR f CATtaxi7 Poo. t AI CR[IOCAL tt0\Aa 10 unpltta. 10 At VALn IML"Z to or I= so .111 TRUTUM �I m® 21 IL OFFICE A LASS 111.In T"A MICROWAVE 20 FT [ ucrTroe tlOrT 22 TLIt Irc cuma 72 KLL R0. I►W00i[It ^[Yi34 � `�� 70 IIuV7.LTVl3W s1 I. I,wTuOKSt. - ` IMITT=0 TEST RANGE 27 COWILUSLD ut 2TOLAa K LLLC.Tut STATION! )L FL"?100,1TROTAOr Ao ►ICED ROUSE �p1 _11111 1 _ ^17 17 LTCxAR 1TQRAa {s /ITROm FLYT /(� _ _ - �_ `.�` •�/ �� )A Y.T.t.9701.42 7o IRIaAR tst A 7.C. //� ~—• '-- (��II f 77 OUAATt 71 ►Aa.CIRC IYTLILAL LIDO. A.uuAx Loi TO _ �w i So , \ -1 ° I r I ILi1 I WRAL1i1I1UW1:1L1I11ll1il1LllJlltllJilltllLl�LLll1lY+ C\T`. q ` . o_ 'N t/ � •. Q � . :u1...L.uu.�.. � \ C 4CC . J' LULLS M FEET — Iv7 11 Is �IllD=DD1® /1 � �. Iii F o >o Rw IOD » +OO toeit RIDD x \ � � TRursr+svow I Aa UU1 =71llDmillm" 1MIRRIUK. V"L1Y WRKs S"'. A DOV77,4A77ACYustrr% I i 4NG �YI•LYAI ` ��I I'.. If71ifI11fR'tiR•.s�l _ - _ _ _ _ 1 \ \ llWLWLWll \� +�L ARIA W •rt7• K8.70 ALLIt „ [ nU1lUUIWUUIDU01WHIIIUUIUII0 C"f "Rf1 f1m(nmil(Uj[(II^1CffiifinitflDtl _ - - - ��W+•3 I 7 QIIIIIIIIIDDIIIDIIIIIIIIIIIIIiIII�DIUIDIU �'� •� ►o'.�� ��.•� \ L!1�`Elii'ITifl�a�ri��3y�!iI7iillUmfflTiTl! _ - -- - - � 3s\ I mIUllUWUllUllIUllUID1i111DDIId® X 19 IiGil"LMMI,Dl!IIIiIIIiGipmUlll!D06 . Is pllnilllu"soarh canimmnrmo � �.I��nmrnn�rrtmnlUnl�T�rrinn!IIIIlIDII1DtE� i _ _ - I/ QIIIIUIU11iI1fIm1UImUUInmUfl®U . :\\ ��' ;\\. T Il�IDllD .aL GP t OIIIIIUIUllllllllllUUIUUlU111U1NUIDU \\ \\ DDD I. _ _ - 4\ +e0.2 2 OIIIDDIlIIQ11JIlIIll)®IIDIIJ))mDIDm \�\ . \\ •,\ \ � \ \ )111I1'ri �t 7 °y�. WELL wO ATM A ��• �.1 LOT �\\V T SOUTw, O D NORTM VISITORS viL TRt i ATHLETIC 5uew ,�Ir FIELD I o .Lr \� LOT \ RtO/.w 4 32 1 LAICROWAV[ L•IA•rA L J 1 115T A4TLWL OSGOOD STREET z I PLOT PUIN � A4Y.w. �� F7JLR ulum r ti r•.+A ATlwwi[dwOlDdMW-►IIOFReCTART .ry...a 1r9aOHS :.� \.k1t k. Y _ Yom ` `' ,, �; Y ,3S• :�.m.,f-_. t? 2k £ .l " 5:: s+4r^y+'t e. (p. as z'n+e:.a-+u'« :..F:i':, '7-*Y"I"'..tr ` @dap -Y j s t r:` :t r "'•t.`i3,* y• e x! rt tt+ • 'o� Town Of:` ; 120 Midi SIr(.,(.,I NORTH ANDO'VEIZ Norclll ,�(,(���, (•r. � �rrt l SIN 11'1titi'It')II ISt'I I` 11 t(•1 �GpNyERVA'TION ,„; ((i l 7)6854775 HEALTH PLANNING PLANNING & CONIDIUNITY DE-VELOPNIENT KAREN H.P. NELSON, UIREC OR CERTIFICATE OF ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT s�3 GENTLEMEN: I, Am-D o J.- -PEak , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT f�UO �SGnn� �; K�(Ut7r�ct�l� �I14 DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTTS STATE BUILDING CODE. AUTHORIZED SIGNATURE: DATE; REGISTRATION STAMP: apj��.P.E(1 No. 3529 BOSTON, MASS. r, '�`, :,OF MA�Sp� 'st � NORTH ANDOVER, MASSACHUSETTS FIRE PROTECTION FINAL AFFIDAVIT Permit No. 547 3 To the Inspectional Services Department 1 V l O 4A- Re: Ward I certify th en ineers under myj�/s�,u`,p�.ervision have observed the work associated with Permit No. Dated locus/�1/�X-� 7 ��-irlW, 02) aS�;(p d_ and that to the best of my knowledge, information and belief the work has been done in conformance with the fire protection plans, approved the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Engineers Name: AL Engineers Registration Number: (� Company Name: R. G. Vanderweil Engineers, Inc. Address: 274 Summer Street, Boston, MA 02210 Date: Thenersonall appeared the above-named r Y �N and made oath that the above statements by him is true. Before me, My Commission expires 198 HAWPSTDS\0600M\GENLINF0\AFF Page-4 NORTH ANDOVER, MASSACHUSETTS PLUMBING FINAL AFFIDAVIT Permit No. To the Inspectional Services Department Re: -� 1 b�'C�� Ward I certify tha eng'neers under my s pervision have-gbserved_thp work associated with Permit No. Dated </ locus1001e 16 0-61 and that to the best of my knowledge, information and belief the work has been done in conformance with the plumbing plans, approved the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Engineers Name: Engineers Registration �� Number: Company Name: R. G. Vanderweil Engineers, Inc. Address: 274 Summer Street, Boston, MA 02210 Date: J� Then personally appeared the above-namedZt/dR� / I -) and made oath that the above statements by him is true. Before me, My Co ission expires 0198 H1WPSTDSk0600M\GENLINF0IAFF Page-3 NORTH ANDOVER, MASSACHUSETTS ELECTRICAL FINAL AFFIDAVIT To the Inspectional Services Commissioner: Re: Ward ' I certify th t e gineers under my supervision h ve observed the work associated with No. dated /l locus go 1�h/r,?1tCIGX1�7O and that to the best of my kno ledge, information and belief the work has been done in conformance with the electrical plans approved by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. I_pEngineers Name: f f GQ,14 Engineers Registration Number: 314* 1 R. G.Vanderweil Engineers, Inc. Company Name: 274 Summer Street, Boston, MA 02210 ' Address: - Date: t9 Then personally appeared the above-named and made oath that the above statement by him is true. Bef re me_ - Notary Public MAR ! 3 19% My Commission expires -_ Mod 0198 HAWPSTDS\0600M1GENLINF01AFF Page-2 NORTH ANDOVER, MASSACHUSETTS HVAC FINAL AFFIDAVIT To the Inspectional Services Commissioner: A C Re: �-C G�Ztic7 Ward I certify th t engineers under myy supervision have observed the work associated with Permit No. � dated 1 5 locus ��U;. -, 2 �� 000r, [b� � and that to the best of my knowledge, information and belief the work has been done in conformance with the HVAC plans approved by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Engineers Name: Engineers Registration Number: R. G. Vanderweil Engineers, Inc. Company Name: 274 Summer Street, Boston, MA 02210 Address: ' Date: Then personally appeared the above-named "" r '"/dorbol S� and made oath that the above statement by him is true. Beforgspe, otary Public 'ry J' My Commission expires } MAR 198 HAMSTM0600M\GENLINFOWFF Page-1 I OG OFFIC�.'.ES OF: o? Town of 121,h,i►i►► SIrccl AI'13FALS NORTH ANDOVER Nr>rll► ,v►c Ir t�c r. I�llll.l)IN(i ti.'"•:..:v'e IN1;Is,, 'I►t►til 11Llllri•1� CONSERVA'HON rs„” e` DIVISION OF (617)(i854775 HEAL-11-1 PLANNING PLANNING & COI IMUNITY DEVELOPIIIEN'r I KAREN H.P. NELSON, DIRECTOR I CERTIFICATE OF ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT $ 5&S � GENTLEMEN: I, Amwso J. -Deas , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT )�(�y �� -5r, IV, 4pj pdc)aj2 X414- m DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTTS STATE BUILDING CODE. AUTHORIZED SIGNATURE: ./ex DATE:— REGISTRATION ATE:REGISTRATION STAMP: �gtF.RF.DARr, I No. 3529 2 cl BOSTON, MASS. . . o2�F'TlTy OF MASSPG��S I a chitectural LETTER OF TRANSMITTAL Alliance, Inc. 111 Beach Street Boston, MA 02111 voice: 617-338-4029 fax: 617-338-4985 To: Mr. Bob Nicetta Date: March 5, 1998 North Andover; Building Inspector 120 N. Main St. N. Andover, MA 01845 Project: Lucent Boardroom Re: WE ARE SENDING YOU THE FOLLOWING ITEMS: ❑ For your use ❑ For approval ❑As requested ❑ For review and comment COPIES DATE NO. DESCRIPTION 1 3 Mar 98 Certification MESSAGE COPIES TO: Signed: Paul Brown File: DOCUMENTI =:Ir NO. APPLICATION FOR PERM,_ °O�BLIILD — NORTH ANDOVER, MASS. j, PACE 1 MAP KJO. 034 LOT NO. On 1-� \ 2 RECORD OF OWNERSHIP IDATE (BOOK 'PAGE �rONE I SUB DIV. LOT NO. - I i LOCATION 1600 Osgood Street PURPOSE OF BUILDING Off i rp Snar-es OWNER'S NAME Lucent Technologies, Inc. NO. OF STORIES 3 SIZE 2400 SF OWNER'S ADDRESS 1600 Osgood St. N. Andover BASEMENT OR SLAB - ARCHITECT'S NAME SIZE OF FLOOR TIMBERS IST 2ND 3RD T.1ir-Pnt TpChnpl ncji a�,Tnrr _ BUILDER'S NAME Perini Building co. , Inc. SPAN - DISTANCE TO NEAREST BUILDINGRenovatlon of existind DIMENSIONS OF SILLS - DISTANCE FROM STREET - '" POSTS - DISTANCE FROM LOT LINES-SIDES - REAR 4400 GIRDERS - AREA OF LOT 168 AL+ FRONTAGE - HEIGHT OF FOUNDATION - THICKNESS - IS BUILDING NEW VNO - SIZE OF FOOTING - X IS BUILDING ADDITION No MATERIAL OF CHIMNEY - IS BUILDING ALTERATION Yes IS BUILDING ON SOLID OR FILLED LAND Solid WILL BUILDING CONFORM TO REQUIREMENTS OF CODE Yes IS BUILDING CONNECTED TO TOWN WATER Yes BOARD OF APPEALS ACTION. IF ANY - IS BUILDING CONNECTED TO TOWN SEWER No IS BUILDING CONNECTED TO NATURAL GAS LINE No INSTRUCTIONS 3 PROPERTY INFORMATION SEE BOTH SIDES '�� �p"r ��.'N.d� LAND COST EST. BLDG. COSt 7 sg.5 sq PAGE 1 FILL OUT SECTIONS 1 - 3 C EST. BLDG. COST PER SQ. FT. PAGE 2 FILL OUT SECTIONS 1 - 12 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE FILED 9/ /97 BOARD OF HEALTH SIGNATURE O OWNER OR A [ZED AGENT F E E $2,118.50 OWNER TEL.# gL =2 5j n PLANNING BOARD PERMIT GRANTED CONTR.TEL.# 94 p-4 o 7 R ! °i I 1 t9 CONTR.LIC.# O GI_43.2( / BOARD OF SELECTME11N lu7 C SUILDING INSPECTOR EVIL DING DEPA!�TMJr . ._ .� BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY STORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMIIY pFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- lc— APARTMENTS RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION —I 8 INTERIOR FINISH See Drawings & Specifications CONCRETE 3 1 2 13 CONCRETE BL K. PINE FEJR 961618 BRICK OR STONE HARDW D PIERS PLASTER DRYWALL Dwg• FPV-107417 3 BASEMENT11 FPV-108849 AREA FULL FIN. 8 M TAREA _ FIN. ATTIC AREA _ NO B M FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 _2_ f 3 DROP SIDING CONCRETE I_ WOOD SHINGLES EARTH _ ASPHALT SIDING HARD\,j D ASBESTOS SIDING _ COMMON VERT. SIDING ASPH. TILE _ STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONRY - ATTIC STRS. & FLOOR _ BRICK ON FRAME I ` CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIOR I� POOR ADEQUATE NONE 5 ROOF 10 PLUMBING GABLEHIP BATH (3 FIX.) _ GAMBREL MANSARD TOILET RM. .12 FIX.) FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK _ SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM _ STEEL BMS. & COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G I - UNIT HEATERS 7 NO. OF ROOMS COIL - r B'M'T 2nd ELECTRIC• 1st 13rd I NO HEATING Y - PERHIT NO.- +4-4- APPLICATION FOR PERK. BUILD — NORTH ANDOVER, MASS. PAGE 1 MAP KBO. OA_ LOT NO.- r> 2 RECORD OF OWNERSHIP IDATE BOOK ;PAGE ZONE I SUB DIV. LOT NO. I LOCATION 1600 Osgood Street PURPOSE OF BUILDING Office Spaces OWNER'S NAME Lucent Technologies, Inc. NO. OF STORIES 3 .SIZE 2400 SF OWNER'S ADDRESS 1600 Osgood St N Andover BASEMENT OR SLAB _ -- ARCHITECT'S NAME _ Lucent Technologies, Inc. SIZE OF FLOOR TIMBERS IST 2ND 3RD BUILDER'S NAME Perini Building Co. , Inc. SPAN _ DISTANCE TO NEAREST BUILDING Renovation Of PXl 4t7 P DIMENSIONS OF SILLS DISTANCE FROM STREET - _ POSTS DISTANCE FROM LOT LINES-SIDES - REAR 4400 •' GIRDERS _ AREA OF LOT 1 F R AC FRONTAGE - HEIGHT OF FOUNDATION - THICKNESS - IS BUILDING NEW NO SIZE OF FOOTING - % IS BUILDING ADDITION No MATERIAL OF CHIMNEY _ IS BUILDING ALTERATION Yes IS BUILDING ON SOLID OR FILLED LAND Solid WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER YesYPs BOARD OF APPEALS ACTION. IF ANY - IS BUILDING CONNECTED TO TOWN SEWER No IS BUILDING CONNECTED TO NATURAL GAS LINE No INSTRUCTIONS 3 PROPERTY INFORMATION ♦ \ LAND COST SEE BOTH SIDES �r� r-FiT• v a• EST. BLDG. COST PAGE I FILL OUT SECTIONS 1 - 3 - "' � EST. BLDG. COST PER SQ. FT. • PAGE 2 FILL OUT SECTIONS 1 - 12 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE FILED 9j2/97,, (2- BOARD OF HEALTH" SIGNATURE OF OWNERO AUT RIZED AGENT F E E $2,118.50 PLANNING BOARD PERMIT GRANTED Iqq BOARD OF SELECTMEN G o ' o �..� (0O tau C l BUILDING INSPECTOR MIS BUILDING RECORD « 1 OCCUPANCY 12 SINGLE FAMILY I I SiOPIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES X LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA. APARTMENTS I I IRAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION —I 8 INTERIOR FINISH See Drawings & Specifications CONCRETE 3 2 13 CONCRETE BL K. PINE BRICK OR STONE HARDW D FEaTR 961618 PIERS PLASTER _ DRY WALL _ UNFIN. Dwg. FPV-107417 3 BASEMENT FPV-108849 AREA FULL IN, BM'T AREA _ - '/, 1/2 '/. FIN. ATTIC AREA _ NO B M FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE ��_ WOOD SHINGLES EARTH _ ASPHALT SIDING HARD"✓D _ ASBESTOS SIDING _ COMIJCN �� VERT. SIDING ASPH. TILE _ STUCCO ON MASONRY STUCCO ON FRAMF, BRICK ON MASONRY ATTIC STRS. & FLOOR _ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIOR POOR EQUATE ADEQUATE NONE 5 ROOF 10 PLUMBING GABLEHIP BATH 13 FIX.) _ GAMBREL MANSARD TOILET RM. (2 FIX.) FLAT I SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY _ WOOD SHINGES KITCHEN SINK _ SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. & COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GGAS TRIC Ist�T 13rd I NOHEATING � 1 I•IORT ovm Of No. �-�, - -_ - dower, Mass., 5�� 1 I, 19,17 w '9 CO CHIC HE WICK '�• A�Rq E D' Pk S E BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System • BUILDING INSPECTOR THIS CERTIFIES THAT..... cET.. k1.� Ne... ....pQU.ut _ Foundation has permission to am..........INQW7 .t......... buildings on .....l.. 01,�......... Rough to be occupied as......................a..4R d.... ...44.....rQ.Fes! "....... * !. .........................................1014cey provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of O� � io-aw-% Buildings in the Town of North Andover. -* "o Tr I;a-c D� PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. SPn-t to It 0fPt"&"E-t Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARS ELECTRICAL INSPECTOR pP Rough L''k I/ Il r o�(IpC� ................. ....................... ....... ...... t 1....... .. Service / • BUILDING INSPECTOR inaF Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT Burner %"f". :*11 cot/* , •• ° Street No. 1 r Smoke Det. f _d .4 n-4, i f J - -� CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number 444 Date October 28, 1997 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 Osgood St 1 "MAY BE OCCUPIED AS 2400 Sf of Office Space IN ACCORDANCE I WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. i Of MORt1 , CERTIFICATE ISSUED TO Lucent Tech. , Inc. 1600 Osgood Street No. Andover MA ADDRESS ♦ i M r "`"" Building Inspector I{ i 1 Date.................................. NORTry °f'"��;°1"� TOWN OF NORTH ANDOVER PERMIT FOR WIRING IF ' SACNU This certifies that .... .............................. ...... has permission to perform .. 'il: .� � � .1.....� .... .:� . wenn m the building of„ /............. fL................................ at.. i!... f .. 1 ..�..:. .,.-/...�............ .North Andover,Mass. T Fee.��... :......... Lic.NoAZ/!���....................................................... _ ELECTRICAL INSPECTOR Check # A t 5447 1 / r Official Use O�nl 7 THE COMMONWEALTH OFMA55ACHU594TT5 Permit No. --- k' Deportment of Public Safety BOARD OF FIRE PREVENTION REGULA ONS 527 CMR 12:00 Occupancy&/62�1!___—_— APPLICATION FOR PERMIT T01PERFORM ELECTRICAL WORK All work to be performed in accoVdescdbed Aie Massachusetts Electrical Code 527 MR 1 :00 (Please Print in ink or type all information) Date__ To the Ins ecto of Wires: Town of North Andover_The undersigned applies for a perrmit to perform(th/e'elecctrical wbelow. Location(Street&Number �7 00 12S(2 Owner or Tenant--- &4)r Owner's Address___,5)q/� Is this permit in conjunction with a building permit Yes No (Check Appropriate Box) Purpose of Buildinge_ ��1 � I wl—ems i __-- Utility Authorization No. 1 ----- Existing Service _—__—Amps__ Voits Overhead • Undgrnd No.of Meters�j[v New Service Ab AmpsVoits Overhead • Undgrnd No.of Meters Number of Feeders and Ampacity—_1,10 6_--_ Location and Nature of Proposed Electrical Work_ (QA)_� �k!S /V C Vc � P Ae"_0 Total No.of Lighting Outlets No.of Hot fuse I No.of Transformers KVA Above In No.of Lighting Fixtures Swimming Pool qmd Clmd Generators KVA No.of Emergency Lighting No.of Receptacles Outlets No.of Oil Burners Battery Units No.of Switch Outlets No of Gas Burners FIRE ALARMS No.of Zone Total No.of Detection and No.of Ranges No of Air Cond Tons Initiating Devices Heat Total Total No.of Di osal No. Pumps Tons KW No.of Sounding Devices _ Nod of Self Contained No.of Dishwashers Space/Area Heating KW Detection/Sounding Devices _ • Municipal • Other No.of Dryers Heating Devices KW Local Connection No.of No.of Low Voltage No.of Water Heaters KW Si ns Bailases Wiring No.Hydro Massage Tuds No.of Motors Total HP t OTHER: INSURANCE COVERAGE. Pursuant to the requiremen6ts of Massachusetts General Laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivaler, YES NO = have submitted valid proof of same to the Office YES= NO = you have checked YES please indicate the ty coverage by checking the appropriate box. INSURANCE = BOND = OTHER = (PI se Specify) / (Expiration Date) Estimated Value f lectr' a ork$— r -- Work to Start O f _ Inspection Date Resquested___ Rough Final___ Signed under t o a aA o er'u FIRM NAM ( U ���' LA/C• LIC.NO. 7 Licensee �� � ` Sig(n-atur Ru _LIC.NO. Address ""' �. {/—rte "'Alt Tel No. a/OWNER'S INSURANCE I am aware that the Licensesoesd not have the insurance cove ge or its substantial equivalent as required by Massachusetts General Laws.And that my signature on this permit application waives this requirement. Owner Agent (Please Check one) _Telephone No. PERMIT FEE $_ _ (Signature of Owner or Agent) • o o - _ Andover No. �}. ° - rn . LAKE - over, Mass..,-- !N-At'. —It . 19? 7 -C0C'fICHEWICK Oq ArEo AP BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System FoodBOA , HEALTH Food/Kitchen Septic System • BUILDINGIN INSPECTOR THIS CERTIFIES THAT..... 0 t has permission to mw..........Nciv, Foundation . ......... buildings on .... .. .. . ... ........ ...... Rough to be occupied as...... I*.....4..... zw:!� Chimney ....t.......................................... provided that the person accepting this permit shall in every respect conform to the terms of the application on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Final Buildings in the Town of North Andover. 0 *I-qL .4 T-- I�-�' =_Pr. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Calry%:#"Wk Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STAR S ELECTRICAL INSPECTOR [Rough .................. ....................;...... .......... ServIc ....... ............ Service BUILDING INSPECTOR Final OCCUPWILY Permit Required to Occupy Building GAS INSPECTOR ISPECTOR Display in a Conspicuous Place-,on the Premises — Do Not Remove Rough No Lathing or Dry Wall To Be Done Final Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT Burner Street No. Smoke Det. Of,.IORTN, OFFICES 0F: 3r:' ry�°< Town of 120 Main Street APPEALS -" NORTH ANDOVER North Andover, 1 LILDING ;I"....''.g MassachusettsO1845 CONSER\'A"1 1ON SSA HU6 DIVISION OF HEAL'T'H 1'1..\NNINc; PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON. DIRE("I'OR a In accordance with the roVisions of MGL c 401 S 54, a condition of Building Permit . Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste dis 156A. posal facility as defined by h1GL c 111, S The debris will be disposed of in: 1114 P 7, C'�itlTl�l "a2 cS�„2v� (Location of Facility) Sign u QfPerniu Applicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. Ch70FA11 .. . 11fv11.L10Y1•�taro0>�li 11117 �r,.`]�� MkN -.a•.•�[ NYId 101d L YfMl1nY 1Sll I L 13381S )AMMO "' rI =, C Y . f.....107i ♦ 101 O\� MMS I 013 1.4 101 �- fio11{In 10, 31131HIV i N1n0n oo {ieinoc Ion _ \ ► raion 1 Tr-I I \ L 7 �. 1�' �I I�mllQlluj!IIIIDIIIIm]j® \ •�.����� \ \ \ \ I _ _ _ _ ' _ \'\\\\ \ \\ \>\ mDItIIIIIIQIQum11mI11II111muomuD t :°N ,v.+ >��.�. - �I tQiDIDIiCQI m� \ 4IIIIIImmIU39.�I;Faf.;�IfImtID ) • � 1 �I`- = 1, :.I:u � IIQLll] \\\. \\ ®ulmnulummntimlunmmmlly QIfPPIIIIfIDT)v�e�r_�.a W� \. \C4 \ DIIIIWllIIII!IIIIIIIIIIIIIDIII(Imglllllt0 l ['0.1\ - - - - _ �I/�m�clr�l[n�?r. Il�r�las. >ill \. \ \ ImllmrlmumDmtDnimmmm�nnu I. t.iTl IL't 1• •1111s ro v1Y\ 1 {111tn.�Y{41n•ilMOFY rlYOn T\\. _ - _ - 11!11!11! I t,j���}}��}�i�"}'m•"n•�'•"'�II�� � \ \ tri0'n ASITIA rTIn11i1M \\; _ _� _. IM 014 �m :\\\�\� \\\\ � p I Ff I� 10,E \\� 11 QIIDIIfIIIIImrl:;m>m `\ \\\\ .\ \ CiS' 111 A I w 00 od 4— ea [ oo a e p\. �1 eni m I 0 1121 li),rpt j1 �' 311 �UiTU mf ILRI1 DI11(11 �II)ID 411 ' I b —^ 0� `•�m1-�-='ITT"''mt (1 b .` \\\\����\��u\ 0 / •� ill \ \ 11 1 1SiM NIIIOG � •90,8 T71u.Y 9■l9f>311 Il ur M It { •9Ja 11tie—oval at IDVfalf'/ •1•A 1S ; , ��— — ����.�� �Ull ♦1' Iona 92N0.11■ 41 x7f.Dls LXM43 It ♦♦� �� t ` / 11110■MIA Of Mali-In"Ism 1An1 111 11011V17 011•rrn K 71 IMIS S"077tif&M It 11 3 9 N V H 1 S 31 Lllf■•i 't It "I'SA TIna111 at wit lq 7tsm0 aiu 1 'a TL1 [t tum 9.1.11114 ff iog 1M3wll�11 01 l 3nh'M02!J I W � LpatV7ai 14111■ It stn t=tuo T It 1uurm utf■ 0% =1410 0t — =,.aas utf■ AT at 'M77110.1112 at ____—_—_— ■� Y _ - - - 70V1017 T DCC 111 { •01 71110 u" { O13fls 11111 191= It s•a 1s00tu12 1 �1_—■ "_•''..' _ - �" 712T1Ts f 1111811111 79 ! •00 tu,7111 •00711 tT'71[D 114 , 'a iu,Lf •90'17 1T,I113 1f S •ar TUTMS t �- 32MIS IT" It 1'08 tu1791 f II vnsats•90n 11•lant it t'011 151101,73112 t ' , >M12 111 L •tti 711110071129 - � I C=I MAN 111101 of T'01 19000t 113 I L� pI 1411aJfte •OP7[ ■OIL3Ut10 '9TH ; CLID 1 " t Req #: PR9611190014 FACILITY REQUISITION11:25- . , Report: PR002 Page: 1 � FEJR #: 961618Const 'Org: JCO212300 MACCS Charge #: W961618000 Change #: 0 Req Status: CONSTRUCTN - ------Req Type: PLANT-REQ Wanted: Title: Convert lab to office'space Entered By: DELONG, BEVERLY - JCO272410 - x 4974 - pg None Date: 11/19/96 . Requester: GILLIE, MONA - JCOC20000 - x 4525 - pg .None Au.th: JCOC20000 Engineer: CONDON, WILLIAM - JCO272400 - x 2864 .- pg None I-Thgd: JCOC20000 Proj Code: MI Bld /Flr: 21 /01 3a�;9a3 - o Column: Est. Cost $: Room: 1F-16 -------------------------------------------------------------------------------- 'DRAWING NUMBERS SHEET NUMBER(S) COMMENT ---------------- -- --------------- -------------------------------------- FPV - 106150 10 FPV - 107417 a � 5, 6. 7 &0 SURPLUS TICKET NO. 33670 —19- ter =. FSV - 105 ` SEE WRITE UP FOR FAC #S FSV 120 FSV - 151 FSV - 152 (� --------------------------------------------------T----------------------------- ASSOCIATED -----------------ASSOCIATED ORDERS TYPE STATUS DATE COMMENT ------------------ ---------- ---------- -------- ------------------------------ 17116 FD-REQ OPEN 05/28/97 MVE38963475 EPPS-PO ceiling tiles MVE6704424 EPPS-PO - carpet squares 970155 FEJR complete before this FEJR MVE6704425 EPPS-PO steelcase furniture MVE38963382 EPPS-PO 1X4 Fixtures/Pianing MVE6704423 EPPS-PO hauserman partitions l MVE6704428 EPPS-PO locks and door closer MVE38963332 EPPS-PO Fixtures & Lamps/Planing MVE38963354 EPPS-PO Fixtures & Wirem.old/Waning MVE38963353 EPPS-PO Panels/Breakers/Cable & Pipe-W -------------------------------------------------------------------------------- ... JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET # ------------------------ --------- --------------------- ---------- -------- ----------------------------------------------- -------------------------------- T# --------------------------------------------------------------------------------------- T# MW PF EL CP . SM PT WL LS TE TOT LABOR $ MkTER $ ACCOUNT -- ---- ---- ---- - - - - ---- ---- ---- ---- ---- -------- -- - --- -- -------- 01 660 24 �` •(d 80 24 828 38916 174534 50110312 02 320 320 15040 500 50110312 03 56 50110312 04 674 674 31678 16000 50110312 05 50110312 06 120 20 140 6580 1050 50110312 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- -------- -------- -------- 660 144 1014 0 40 80 0 24 375 2337 109839 198084 OU CiC.G• �c�sla� /1, ��o �- r— - 0 ' I eCAri/C/119n S V Req #: PR9611190014 FACILITY REQUISITION 06/13/97 - 14:25 Report: PR002 ____________________ Page: 2 --------------- ------- ----- ------------------------------------------------- Approved: 1 Approved: ► ^✓t�l.(J= LAVACHE, PETER C Engineering - E vironmental Date: ,�/ / Date: i I Req #: PR9611190014 FACILITY REQUISITION 06/13/97 - 14:25 Report: PRO02 ____________________ Page: 3 ---------------------------------------------------- --7------------------------- Task #: 01 Requester: CONDON, WILLIAM - JCO272400 - x 2864 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL - 1. Dismantle partitions presently forming a small room within the existing lab area, room no. 1F16 (21-1) and place in temporary storage in room 1C-10 (21-1) . 2. Remove the existing DX39 Liebert air conditioning unit and associated piping located within room no.1F16 and surplus per surplus ticket no. 33670. 3. Remove all furniture and wall paneling remaining within the lab area, after FEJR NO. 970155 is completed, and store in temporary storage area in room 2E34 (21-2) or at MEZZ. "A" K-25 (30-2) if there isnt enough room in room 2E34. 4. Remove the hung ceiling tees and tiles within room no. 1F16. 5. Rework the fire sprinkler system as described in task no.6. i6. HVAC work will be done on a separate work order FEJR # 970406. For any coordination required on ceiling work contact Ajit Patel, X2692. 7 . Rework the ceiling lighting per Electrical writeup in task ro.2. NOTE: The electrical and fire protection rooms will not have ceilings. 8. Provide and install new ceiling tees and tiles per dwg. FPV-107417, sh.9. 9. Remove the three (3) existing designated doors and frames as indicated on FPV-107417,sh.1 and patch all openings with new partitioning purchased on MVE6704423 . Hold existing frames aside for re-use as indicated later in the work order,also keep one left hand door(including* hinge= and door closer) aside for re-use at fire protection room. . 10. Where indicated on FPV-107417,sh.1 cut existing wall panel and install the door and frame put aside from item above to create an entrance to room housing the fire protection valve. Replace damaged side jamb with new side, jamb, purchased on MVE6704423. Remove the existing combination' lock and uncrate and install the new "best" cylindrical type lock, purchased on MVE670xxxx, on relocated door. Paint door and frame. 11. Where indicated on FPV-107417,sh.1 cut three separate openings in existing wall panels to form three entrances off main aisles. Assemble and install new door frame purchased on MVE6704423 for the doorway off the south aisle and install the remaining two door frames set aside from item above in the west aisle after uncrating and install the new side jambs in place of the existing damaged jambs. Uncrate and install the three sets of new jamb covers, purchased on MVE6704423, in all three main aisle doo---v;ays. 12. Replace any damaged raised floor tile panels with new panels and replace all return- air floor panels with solid panels. Contact Bob Goossens. X2267 or pager # 0332 for replacement floor tiles needed. Req #: PR9611190014 FACILITY REQUISITION 06/13/97 - 14:25 Report: PRO02 Page: 4 13. Inspect the raised floor, level if necessary and correct any deficiencies to prepare it for application of carpet tiles. 14. Patch all holes in existing wa11--par-titions with Bondo or equivalent F , metal filler. 15. Clean and paint existing wall panels and column enclosures to match the Ash white #2009 color of new wall partitions. 16. Clean the raised floor tile panels so that the carpet adhesive will adhere properly. 17. Uncrate and install carpet tiles purchased on MVE6704424. NOTE: The electrical and fire protection rooms will not be carpeted. 18. Uncrate and install the wall partitioning complete with frames and doors making up the twelve (12) individual offices and two smaller rooms, purchased on MVE6704423, as shown on FPV-107417, sh.1 & 5. 19. Uncrate, assemble and install the furniture, purchased on MVE6704425, in each of the twelve (12) offices, as shown on FPV-107417,sh.1. 20. Contact Don Gondolfo, X2264 and obtain and fill out a new facility tag data sheet for fourteen new doors and three new doorways. Also notify Don that three eisting doors are 'being removed•., namely F-DW-906, F-DW-914 and F-DW-918. 21. Uncrate and install the door closers, purchased on MVE670xxxx, on each of the thirteen (13) doors. 22. Uncrate and install the locksets, purchased on MVE670xxxx, on each of the thirteen doors. 23. Provide and install new black vinyl base coving where required. 24. Contact Bill Condon, X2864 for room & name tag holders . When names of employees who will occupy these rooms are kno�-m fill out "request for engraved labels or signs" form, attached, with list of names and room numbers and submit to Walter Austin (engraver, located on first floor under the most southern breezway) for engraved blue name tags.Insert name tags and room # tags into holders. Doing Org: JCO272300 Task Hours: 828.00 Account: 50110312 Req # : PR9611190014 FACILITY REQUISITION 06/13/97 - 14:25 Report: PRO02 ___________________ Page: 5 Task #: 02 Requester: GALANTE, JOSEPH - JCO272400 - x 2433 - pg None ---------------------------------- -------------------------------------------- Work: ELECTRICAL DEMO • -• . E FEJR 961618 RECONSTRUCT OFFICES 21-1 ELECTRICAL DEMO ALL THE ITEMS IN THIS FEJR WRITE-UP PERTAIN TO DRAWING FPV-107417 SHEETS 4, 4A, 6 and 9. CONTACT .77. GALANTE X2433 WITH ANY QUESTIONS. 1. MAINTAIN SERVICES TO FIRE SPRINKLER PROTECTION SYSTEM IN THE CORNER COL Q/9 2. DISCONNECT AND REMOVE PANELBOARDS, FEEDERS, CONDUIT, LIGHTING, ABOVE THE CEILING. DISCONNECT AND REMOVE BRANCH CIRCUITING PERTAINING TO THE ROOM ONLY. MAINTAIN ALL FEEDERS, BUS, BRANCH CIRCUITS, THAT MAY PASS THRU THE ROOM. DISCONNECT AND REMOVE PANEL "P" , "R",&"N",CONDUIT SAND FEEDER FROM PANEL "N" AND UP TO THE DISCONNECT IN THE CORE CLOSET 2E. EXTEND' CONDUIT AND FEEDER FROM TWO 150A FEEDER TO THE NEW PANEL IN THE ELECTRIC ROOM. 3 . TRANSPORT THE EXISTING PANELS N, P; R and T TO THE BUTLER BLDG FOR REUSE. ******** FAC #S BEING REMOVED ********* PANEL DESIGNATION FAC # R FAC-ELGSPP-0564 N - -0563 P -0559 T -0560 4. DISCONNECT AND REMOVE ALL ELECTRICAL BELOW THE RAISED FLOOR. MkINTAIN AND LABEL ALL CONDUITS AND BRANCH CIRCUITS THAT MAY PASS TFRU TrE RAISED FLOOR AREA. CONTACT J. GALANTE WITH LOCATIONS. THESE BRANCH CIRCUITS MAY NEED TO BE REFED. 5. DISCONNECT AND REMOVE DISCONNECT TO DX-39 AC UNIT IN ROOM. EXTEND FDR COND TO FIRE SPRINKLER PROTECTION AREA FOR REUSE. DISCONNECT CIRCUIT FROM MCC19X1 CUBICLE F2 . LEAVE CONDUIT TO MCC AND TERMINATE IN A PULLBOX ABOVE THE MCC FOR FUTURE USE. COORDINATE THE REMOVAL OF THE LABEL ON THE NCC TUB. 6. CONTACT D. FIC3$EN X3473 FOR SMOKE DETECTORS AND LEAK DETECTORS IN THE RAISED FLOOR AND ON THE CEILING. 7 . DURING DEMOLITION, MAINTAIN THE DDC ANDOVER THERMOSTATS ON TF..E wALLS. Doing Org: JCO272300 Task Hours: 320.00 Account: 50110312 a Req #: PR9611190014 FACILITY REQUISITION 06/13/97 - 14:25 Report: PRO02 ___________________ Page: 6 Task #: 03 Requester: GALANTE, JOSEPH - JCO272400 - x 2433 - pg None • -------------------------------------------------------------------------------- Work: TEL/DATA DEMO F FEJR 961618 RECONSTRUCTION OF OFFICES 21-1 Q/8 TEL/DATA DEMO 1. COORDINATE ALL WORK WITH R. BARRETT X5759 AND M. QUINN X5107 PRIOR TO COMMENCEMENT OF, WORK. 2. DISCONNECT AND REMOVE ALL TEL/DATA CABLES THAT PERTAIN TO THIS ROOM ABOVE THE CEILING, IN THE OFFICE SPACE AND BELOW THE RAISED FLOOR. REMOVE ALL TEL/DATA CABLING AS REQUIRED. 3. TEL/DATA CABLING THAT PASSES THRU AND CANNOT BE REROUTED SHALL BE LABELED ' AS TO WHAT IT FEEDS AND FROM WHERE. 4. ,DISCONNECT AND REMOVE ALL DEVICES ETC. Doing Org: JCO272300 Task Hours: 250.00 Account: 50110312 -------------------------------------------------------------------------------- Task 4: 04 Requester: GALANTE, JOSEPH - J00272400 - x 2433 - pg None ---------------------------------7---------------------------------------------- Work: ELECTRICAL INSTALLATION FEJR 961618 - RECONSTRUCT OFFICES 21-1 ELECTRICAL INSTALLATION ALL THE ITEMS IN THIS FEJR 1,7RITE-UP PERTAIN TO DRAWING FPV-107417 SHEETS 4, 4A ,6 and 9. CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. 1. COORDINATE THE REMOVAL AND RELOCATION OF FIRE ALARM AND SECURITY DEVICES. • PROTECT EXISTING EQUIPMENT BEING RELOCATED OR LEFT IN PLACE. COORDINATE FIRE ALARM SYSTEM RELOCATION WITH DON FICKEN X3473 . PROTECT ALL EQUIPMENT DURING DEMOLITION AND TRANSPORTATION AS REQUIRED. THE FIRE ALA.TZ�1 SYSTEM SHALL BE COVERED UNDER THE ORIGINAL FIRE ALARM SYSTEM FEJR. COORDINATE WITH DON FICKEN X3473. 2. COORDINATE SPgZNKLER LOCATIONS FOR COORDINATION WITH B.BROBST X2566. 3 . PROVIDE AND INSTALL NEW PANELBOARDS, SHUNT FILTER, ETC AS SLO'iI ON DRAWINGS FPV-107417 SHEET 4. UPDATE DIRECTORIES ON ALL PANELBOARDS 'AND, DISTRIBUTION PANELBOARDS. PROVIDE FAC n FOR ALL PER FSV-105. TRAPEZE SHUNT FILTER ABOVE PANEL TO THE SIDE AS REQUIRED. FAC #S FOR PANELBOARDS P1Q8A FAC-ELGSPP-0989 PANEL P1Q8B FAC-ELGSPP-0990 AND SHUNT FILTER FAC-ELTS-0004. THE SHUNT FILTERS ARE ON SITE. COORDINATE WITH GLEN WANING FOR LOCATION. Req #: PR96113.90014 FACILITY REQUISITION 06/13/97 - 14:25 Report: PRO02 ____________________ Page: 7 4. PROVIDE AND INSTALL PULLBOXES AND CONDUITS AS SHOWN ON DRAWING FPV-107417 SHEET 4. 5. PROVIDE AND INSTALL NEW LIGHTING SYSTEM AND SWITCHS AS SHOWN ON DWG FPV-107417 sht 9. PROVIDE..AND.TNSTALL SWITCHES IN THE f . MULLION OF THE WALL BY THE DOORS RECESSED INTO THE WALL. COORDINATE WITH THE MECHANICAL CONTRACTOR FOR INSTALLATION REQUIREMENTS. MC CABLE SHALL BE PROVIDE IN THE PANEL FOR WIRING OF SWITCHES, BY PANEL MANUFACTURER. SUPPORT ALL FIXTURE TO STRUCTURE PER' MASS STATE-CODE. PROVIDE AND INSTALL LED EXIT SIGNS AS SHOWN ON DRAWINGS. EXTEND EMERGENCY CIRCUITING TO THEN! AS REQUIRED. SUPPORT THE EXIT SIGNS TO STRUCTURE. 6. PROVIDE AND INSTALL WIREMOLD G-4000 WITHOUT DIVIDER ALONG WALL AT 36" a.f.f. HEIGHT AS SHOWN ON DRAWINGS. INSTALL WIREMOLD VERTICALLY ON WALL UP TO AND ABOVE CEILING 6" TO A ENTRANCE FITTING WHERE BRANCH CIRCUITING AND POWER REQUIREMENTS SHALL BE ROUTED INTO THE WIREMOLD SERVICE ENTRANCE FITTING. REFER TO DRAWINGS FPV-107417 SHT 4. PROVIDE AND INSTALL DUPLEX RECEPTACLES 4'-0" ON CENTER AS SHOWN ON THE DRAWING FPV-107417 SHT4. 7. PROVIDE AND INSTALL NEW 12" & 5" MONO TRAY ABOVE CLG AS SHOWN ON DWG 107417 SHEET 6. COORDINATE RUN WITH EXISTING AND NEW UTILITIES. 8. COORDINATE WITH THE TEL/DATA PERSONNEL M. QUINN AND R. BARRETT THE LOCATION OF THE TEL/DATA DEVICES ON THE WALL LOCATED PER THE FURNITURE AS WAS DONE FOR THE LATEST OFFICE RENOVATION ON THE FIRST FLOOR. LOCATE LOCATION ON THE WALL PANELS WITH THEM AND DRILL HOLE ON TOP OF PANEL AND ON WALL AND INSTALL A BUSHING FOR THE INSTALLATION OF THE 25PR CAT 5 CABLE. FOLLOW COORDINATION PROCEEDURE THAT TOOK PLACE FOR THE TEL/DATA INSTALLATION FOR THE LARGE OFFICE AREA BETWEEN COL T-W/8-11. 9. DO NOT INTERRUPT SERVICES TO OTHER AREAS. IF A SHUTDOWN OF SERVICES TO OTHER AREAS THAT ARE FED FROM THIS AREA, SCHEDULE THEM WITH BOB BARTLEY X2255 AND THE PERSONNEL IN THE OFFICE OR AREA EFFECTED. 9. INTERCEPT THE DX-39 BRANCH FEEDER TO P•ICC19X1 IN THE MECH P.i•: BY LC 19 AND 20 AND EXTEND A 1" CONDUIT TO EMERGENCY PANEL Eb12A FOR NEW 120V E2•fERGENCY • BRANCH CIRCUITING TO THE FIRE SPRINKLER SYSTEM COMPRESSOR AND FIRE ALARINI PANEL LOCATED AT COLUMN Q/9. RECONNECT BRANCH CIRCUITING AS REQUIRED. COORDINATE SHUTDOWN OF POWER WITH SECURITY, B. BROBST AND D. FICKEN. 10. PROTECT EXISTING TEL/DATA OR POWER SERVICES THAT MAY BE PASSING THRU THE DEMOLITIONED A$EA MID MAKE NOTE OF THEM ON THE ASBUILT DRAWIINGS. 11. LABEL ALL PANELBOARDS AND SHUNT FILTER AS REQUIRED PER FACTORY STANDARD FSV-105 . FILL OUT PANELBOARD DIRECTORIES AND LABEL ALL CIRCUITS ON THE WIREMOLD AND THRU OUT THE AREA. IDENTIFY WHICH PANEL THE BRANCH CIRCUITING ORIGINATES FROM ETC. 12. UPDATE PADIEL PANELBOARD DIRECTORY AS REQUIRED. COORDINATE WITH SUPER USERS FOR FAC # AND PANELBOARD SCHEDULES AS REQUIRED PER FSV-105. I s , j I Req #: PR9619.190014 FACILITY REQUISITION 06/13/97 - 14:25 Report: PRO02 Page: 8 LABEL ALL DEVICES AND RECEPTACLES AS TO-WHAT CIRCUIT THERE FED FROM AND WHAT PANEL. 13, PROVIDE AS=BUILT DRAWINGS FOR THIS AREA. SUBMIT AS-BUILT DRAWING TO J. GALANTE FOR PROCESSING..7NT0'_CAD. THIS JOB SHALL NOT BE , SIGNED OFF ON UNTIL THE AS-BUILTS HAVE BEEN COMPLETED AND SUBMITTED. c f Doing Org: JCO272300 Task Hours: 674.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 05 Requester: GALANTE, JOSEPH - JCO272400 - x 2433 - pg None -------------------------------------------------------------------------------- Work: FDREQ # 17116 FOR CABLE INSTALLATION FEJR 961618 'OFFICE RECONSTRUCTION 21-1 TEL/DATA INSTALLATION 1. PROVIDE AND INSTALL 24 CAT 5 CABLES FOR NEW OFFICES UTILIZING THE NEW WHITE TEL/DATA JACKS 6'-0" AFF AS WAS DONE IN THE LARGE OFFICE CONSTRUCTION FOR DAN FLANAGAN. COORDINATE WITH THE ELECTRICIANS FOR LOCATIONS OF DEVICES -ON WALLS AND HOLES FOR CAT 5 CABLES TO BE ROUTED THRU THE PANELS. 2. PROVIDE AND INSTALL A TELEPHONE OUTLET IN THE UPS ROOM 1F-20 AND THE NEW ELECTRIC ROOM COL Q/9. COORDINATE LOCATION OF OUTLET WITH J. GALANTE X2433 . 3. COORDINATE WORK WITH R. BARRETT X5759 AND M. QUINN 5107. Doing Org: JCO272300 Task Hours: 125.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 06 Requester: CONDON, WILLIAM - JCO272400 - x 2864 - pg None -------------------------------------------------------------------------=------ • Work: FIRE PROTECTION • 1. Modify sprinklers per FPV-107417, sh.7 and FPV-106150, sh.105, handbook 328, section B. NOTE: mark piping clearly per handbood 328, section B. 2. Electrically remove the preaction detectors .in area converted to wet pipe Reference .Vi"ng drawing no. 08010. • Refer any questions to Bob Brobst, X2566, pager#0678. Doing Org: JCO272300 Task Hours: 140.00 Account: 50110312 MECHANICAL MATERIAL ANALYSIS FEJR N0. �(, TITLE: CoW\ ERT LAZ 'To oFFICE SPACE W.O.NO. ENGINEERED BY:, W.F. CONDotj DATE: ANALYZED BY:0X_k4__ ef- PAGE sOF 6 ITEM DESCRIPTION QTY. TOTALIST OCK.' PURCHASE DELIV. NO. I I I COST PURCH.I ORDER NO. I WEEKS HAUSEZMM� PAP-ZITIoWl0q 1MVEG704423 [o P IMVEG70442 4 I 3 lq S'T6ELCASE Fu�N�Tu�E . -- _M0 P IMVE67o4425 21. 2'L! LocKS `Coo?-IAOL'p6P.5 55od`j P IMVE670408 8 CE11--mC, TILES Z4x 46�x I�� "' 758 w�u- aNc,L,Es 78co 12 FT. GDB 518r°'I P IMV E 1NI�l 3SANlS 7500 I�- r-T I�co�5040.°° p MV E TEES 4FT, ML7342 Ila>x 1431 - P !MVE ►' Goss TEES 2 r-T,#ML'7 323 16x 361.t' I P I MVF ZJ1lSC, 1'AI�Y � �Dt-11� � � �'oo°�`• S I 40PC 5 FI.-ooR PANSL�S R,CoasSENs' j I I I ! 1 � i 1 COST SUMMARY ENGINEERING ! I(oq-5c0,0(9 NON-STOCK I I 1834,4c) . STOCK j MISC. I 4po,po TOTAL S 4,CO TITLE:RENOVATION OF OFFICE 21-1 1F-16 ENGINEERED FEJR NO, ANALIZED By;gy; 961618 J. GALANTE X2433 W.O.N0. DATE: 4/29/97 NO ITEM DESCRIPTION PAGE; 1 OF '1_) #12 AWG CUB -::_. QTY. TOTAL STOCK/ LACK'RED,BLUE GREEN 1400' PU COST PURCJHASE ' DEI U RCH. ORDER NO. 2 #10 AWG UWE 3 #6 AWG 3500' s t 4 #1/0 AWG 100' 22.00 S 5 3/4"EMT 400' 3yt�.0.0 (� 3/4"MC CABLE LTG FILjCT jGr�xr,'I 750' 180,00 6 1 1/4"EMT'. RE WHIPS: S 1 1/4"LIQUID TIGHT r 120' 70.. 120' P 7 2"EMT 70.�O < Z'/z �M 10' 2 sPULLBOX gXgXs 40'1 2B'� . 12X1 2X6 4p 33 .oy P 9 WIREMOLD G-4000 BASE' COVER . 650" 2,2 O P 10 G-4000 DUPLEX COVERPLATES 11 G-4000 INT RIGHT ANGLES 135 733,7 J r 12 G-4000 SERV ENT FIITING o 1 40 13 G_ 12 J2q,7Z l' 4000 90DEG GLES r. , G-4000 END CAPS G CJI 12 V417-' ; 14SIEMENS PANELBOARD 25 12. 3PI-► 4W OA' 120/208V P W/42 CKTS 150A Pr1CS 2 --,ND I-IINGED COVER fI�I 0�' COST SUMMARY ENGINEERING NON-STOCK STOCK Misc. TOTAL $ Page 1 Sheet1 ELECTRICAL MATERIAL ANALYSIS FEJR NO. 961618 TITLE: RENOVATION OF OFFICE 21-1 1F-16 W.O. NO. ENGINEERED BY: J. GALANTE X2433 DATE: 4/29/97 ANALIZED BY: :'::..:.- PAGE: 2 OF F 2,..'' ITEM DESCRIPTION QTY: TOTAL I STOCK/ PURCHASE DELIV. NO COST PURCH. ORDER NO. WEEK 15 20A,1 P 277V SWITCHES 14 16' 2X4 FLUORESCENT FIXTURE W/3"DEEP 44 �e_306 PARABOLIC LOUVER 16 CELL ELECTR i BALLAST, T8 LAMPS 277V W/ REFLECTOR CAT#2PM3-GB-232-16LS 277-SAR Gds 10 17 1X4 SHOP LITE 2 18 LED EXIT SIGN SINGLE FACED 3 �, P 19 32W T8/RS 35K FLUOR LAMP 4CS 2511 � 20 JACK CHAIN LS $150 21 20A, 120V, 1P CIRC BKRS SIEMENS 66 L3 22 50A, 250V, 3P CIRCUIT BREAKER 1 `7� P 23 5"W MONO TRAY 144 J�JY.),) . 24 12"W MONO TRAY 48� 25 20A, 125V USLOT GRD DUPLEX RECEPT. 140 26 BLINE AND HARDWARE LS $1,800 27 HANDLING LS $2,500 _ 28 MISC LS $2,000 _ COST SUMMARY ENGINEERING NON-STOCK STOCK MISC. s;: - v Sign/Label Size x 4- Fo[z; NE�Mr:S bEL�KE tJAME- # Required U0 PLATE Hot_D6 Size of Letters•_-- i= - /¢ H F Color T)?-0\ JM W wgtTE L_ETTeF,5 Charge Number -W q(al W Seoo Dept Number 3coc20000 Please check; Indoor Use ❑ Outdoor Use Adhesive Back Yes ❑ No I X02 ��.! LA85 -'{3LDj. 2I Requested by till cdn(4on/ Date - Phone # Y_8G47 Please provide Illustration Below or on Reverse Side if More Space is Needed. 2-1- IF2 21- IF 14 b �) a 21- IF 14 a) 1 I F I A-5. "--�--- ----- - ZI-IFICo a a ----------- -IF 10 I 2 ---------_ 21-I F 1.0 b-}----- V- F I , —" �' I RECEIVED OCT 14 2004 BUILDING DEPT. FINAL INSPECTION AFFIDAVIT PROJECT BER: 1784.00 Phase I II III &III Extende DATE:09-27-04 PROJECT T LE: Lucent Technolo ies errimack Valle PROJECT LOCA SON: 1600 Os ood St. rth Andover MA 01845 NAME OF BUILDING: Part.Bldg. 20,30,&70 SCOPE OF PROJECT Interior Renovations IN ACCORDANCE WITH SECTION 116.0 THE MASSACHUSETTS STATE BUILDING CODE 6'ED.,I Alfred J.Spagnolo,A.I.A. MASS REGISTRATION NO.5082 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I OR MY AUTHORIZED REPRESENTATIVE HAS INSPECTED p�D AR6 THE WORK CONCERNING: �Q VV � ENTIRE PROJECT ARCHITECTURAL XX STR C-T TD AL� ¢ No.5082 BOSTON f� _-F m�nn r,T�nmrnN J MASS. OTHER(specify) ►Ty y ..�:r For the above named project and that,to the best of my knowledge,information and belief,the work completed is in conformance with the permit and plans approved by the Inspectional Services Department and applicable provisions of the Massachusetts State Building Code,Sixth Edition. i Signature SUBSCRIBED AND SWORN TO BEFORE ME THIS DAY OF J J 20 C My Commission Expires: rj 0 -"r✓y Joelle P. Slook Notary Public My Commission Expires December 18: 2009 ARCHITECT'S CERTIFICATION TO ACCOMPANY PERIODIC REPORT-PHASE: I,II,III, & III-EXTENDED I, as the affidavit architect,hereby certify I, or my authorized representative have on the date, 01-05-04 01-08-04 01-15-04 01-22-04 01-29-04 02-05-0402-12-04 02-19-04 02-26-04 03-04-04 03-10-04 03-18- 04 03-25-OS 04-01-04 04-18-04 04-15-04 05-13-04 05-20-04 05-27-04 06-03-04 06-10-04 06-17-04 06-23-04 07- 07-04 07-08-04 07-14-04 07-20-04 08-03-04 08-06-04 08-17-04,08-24-04,08-26-04,09-17-04,09-21-04,09-23-04 made a site visit to The property located at: Building Permit No. Lucent Technologies Phase-I: #450, Dated: 01-02-04, Interior Renovations-Phase-I, II, III, &III Ext. Phase-II: # 509, Dated: 02-26-04 1600 Osgood St. Phase-III: #.92, Dated 08-02-04 North Andover, MA Phase-III-Ext.:# 142, Dated 08-24-04 Contractor: Perini Bldg. Co., Inc and that based on my inspection the construction being carried out at the address complies to the best of my knowledge in all material respects with the plans and specifications and with the applicable provisions of the Massachusetts State Building Code, except as noted in the foregoing report. 09-27-04 Al Spagnolo, A.I.A. Date Original Seal and Signature RED ARCh'/ 3.SAq�,y Cc:Lucent Technologies,Perini Bldg.Co. o.5082 BMA OST &ASSOCIATES,INC. OF 200 High Street Telephone Boston,MA 02110 617-443-0680 I I FINAL INSPECTION AFFIDAVIT PROJECT NUMBER: 1784.00 Phase I,II,III&III Extended Date: 09-30-04 PROJECT TITLE: Lucent Technologies Merrimack Valley PROJECTLOCATION: 1600 Osgood St N.Andover MA NAME OF BUILDING:Part.Bldg.20,30&70 NATURE OF PROJECT:Interior Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE,I, Domenic Ciolino PE REGISTRATION NO.41630. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I OR MY AUTHORIZED REPRESENTATIVE HAS INSPECTED THE WORK CONCERNING: A TlGTTTT-Ee+b T)A T_ T.TT/"ALT ARTT('A T FIRE PROTECTION X +E4&T4C e T =${SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE,INFORMATION AND BELIEF,THE WORK COMPLETED IS IN CONFORMATION WITH THE PERMIT AND PLANS APPROVED BY THE INSPECTIONAL SERVICES DEPARTMENT AND APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,SIXTH EDITION. OF M, QI`�NIC A. g � N SIGNATURE +CIOLINO o FIRE PROTECTION CO) No.41630 IV NAI.ECi��� SIGNATURE SUBSCRIBED AND SWORM TO BEFORE ME THIS 30th DAY OF September,2004 NOTARY PUBLIC MY COMMISSION EXPIRES-5/31/07 ic Notary Publlo Commonwoolth of Maaaschuaotta My Commlaalon Expir®a Me 31,2007 i i FINAL INSPECTION AFFIDAVIT PROJECT NUMBER: 1784.00 Phase I II III&III Extended Date:09-30-04 PROJECT TITLE: Lucent Technologies Merrimack Valley PROJECTLOCATION: 1600 Osgood St N.Andover MA NAME OF BUILDING:Part.Bldy.20,30&70 NATURE OF PROJECT:Interior Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE,I,Daniel A. Campia PE REGISTRATION NO 34040. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I OR MY AUTHORIZED REPRESENTATIVE HAS INSPECTED THE WORK CONCERNING: A-4 nGHT PRG rT m L L MECHANICAL X (SPECIFY)X Plumbing FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE,INFORMATION AND BELIEF,THE WORK COMPLETED IS IN CONFORMATION WITH THE PERMIT AND PLANS APPROVED BY THE INSPECTIONAL SERVICES DEPARTMENT AND APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,SIXTH EDITION. OP bass DANIEL A. CAMPIA IGNA MECHANICAL H No.34040 Q Op'►F ts a i SIGNATURE SUBSCRIBED AND SWORM TO BEFORE ME THIS 30th DAY OF September,2004 NOTARY PUBLIC MY COMMISSION EXPIRES-5/31/07 c 1_ �I u �.., Notary Public Commonwoolth of Manoachunottn My Comminnlon Expires May 31,2007 I I I FINAL INSPECTION AFFIDAVIT PROJECT NUMBER: 1784.00 Phase I II,III&III Extended Date:09-30-04 PROJECT TITLE: Lucent Technologies Merrimack Valley PROJECTLOCATION: 1600 Osgood St N.Andover MA NAME OF BUILDING:Part.Bldg.20,30&70 NATURE OF PROJECT:Interior Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE,I,Bruce Swanton PE REGISTRATION NO 35501. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I OR MY AUTHORIZED REPRESENTATIVE HAS INSPECTED THE WORK CONCERNING: T 5 �, N E-L�EGT49C-AL X -B+E �ECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE,INFORMATION CONFORMATION WITH THE PERMIT AND PLANS AND BELIEF,THE WORK COMPLETED.IS IN APPROVED BY THE INSPECTIONAL SERVICES DEPARTMENT AND APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,SIXTH EDITION. tK of. o O SIGNATURE �� BRUENANTON D' �t ..� MARIA VETRANO ELECTRICAL Notary Public NO.35501 My Commission Expires March 2.4,2006 0 re'ff�� IGN S�1�AL SUBSCRIBED AND SWORM TO BEFORE ME THIS 30th DAY OF September,2004 NOTARY PUBLIC MY COMMISSION EXPIRES-3/24/06. �I i I � I FINAL INSPECTION AFFIDAVIT PROJECT NUMBER: 1784.00 Phase I,II,III&III Extended Date:09-30-04 PROJECT TITLE: Lucent Technologies Merrimack Valley I PROJECTLOCATION: 1600 Osgood St,N.Andover,MA NAME OF BUILDING:Part.Bldg.20,30&70 NATURE OF PROJECT:Interior Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE,I,Tom Wisnaskas PE REGISTRATION NO 41859. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I OR MY AUTHORIZED REPRESENTATIVE HAS INSPECTED THE WORK CONCERNING: A 8TRtteTb1bkL MECHANICAL X -€LEE4R4GA4, OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE,INFORMATION AND BELIEF,THE WORK COMPLETED IS IN CONFORMATION WITH THE PERMIT AND PLANS APPROVED BY THE INSPECTIONAL SERVICES DEPARTMENT AND APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, SIXTH EDITION. �QP�'AH OF MAS S9 � I • O THOMAS y G a. wisnlnsi<ns C) MECHANICAL SIGNATURE P 9 No.41859 O A9pTEe���� MARIA VETRANO FSS/ONALEN�'\� Notary Public - My Commission Expires -rch 24, 2006 *IT SUBSCRIBED AND SWORM TO BEFORE ME THIS 30th DAY OF September,2004 NOTARY PUBLIC MY COMMISSION EXPIRES-3/24/06 i I I Location 16OC-) C7S Cxn c t� �`f No. 46SID Date 9 NORTH TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ c ,sACMUSFoundation Permit Fee $ Other Permit Fee t-W d $ a �S ,o Sewer Connection Fee $ � m Water Connection Fee $ TOTAL $ Building Inspector „ .' 10399 Div. Public Works PERMIT NO. 442� 1-D APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS.✓// PAGE 1 MAP 4J0. I LOT NO. �d�'!Z 2 RECORD OF OWNERSHIP ;DATE BOOK ;PAGE ZONE SUB DIV. LOT NO. LOCATION 1600 Osgood St. PURPOSE OF BUILDINGDemolltion of interior Cafe ia OWNER'S NAME Lucent Technologies, Inc. NO. OF STORIES 2 SIZE 21,000 SF. OWNER'S ADDRESS1600 OSgOO�7 St. BASEMENT OR SLAB Slab ARCHITECT'S NAME Dean Packard Rafu'se SIZE OF FLOOR TIMBERS IST — 2ND 3RD BUILDER'S NAMESPAN Perini 'Building ro_ , Tnc See Attarheil-Dr eiiilc�s DISTANCE TO NEAREST BUILDING — DIMENSIONS OF SILLS 11 DISTANCE FROM STREET — POSTS II DISTANCE FROM LOT LINES—SIDES — REAR — GIRDERS 11 AREA OF LOT 168 Ac. FRONTAGE 4.4001 HEIGHT OF FOUNDATION — THICKNESS II IS BUILDING NEW No SIZE OF FOOTING - X 11 IS BUILDING ADDITION MATERIAL OF CHIMNEY No 11 IS BUILDING ALTERATION Yes IS BUILDING ON SOLID OR FILLED LAND 11 WILL BUILDING CONFORM TO REQUIREMENTS OF CODE Yes IS BUILDING CONNECTED TO TOWN WATER yes BOARD OF APPEALS ACTION. IF ANY N/A IS BUILDING CONNECTED TO TOWN SEWER No IS BUILDING CONNECTED TO NATURAL GAS LINE Yes INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES - NEST. DbOff. COSTf7 7 PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FT. — � PAGE 2 FILL OUT SECTIONS 1 - 12 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. _ ELECTRIC METEPS MUST BE-ON OUTSIDE OF BUILDING 4 APPROVED BY ,ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILEDA D A7,fv� VED BY BUILDING INSPECTOR - DATE FI " Q 1-7 BOARD OF HEALTH SI NATURE OF OW R R AUTHORIZED AGENT FEE o?8 � r OWNER TEL.# 960-2848 PLANNING BOARD PERMIT GRANTED CONTR.TEL.#__ 960-401 19 CONTR.LIC.# BOARD OF SELECTMEN L �•' Q 2 ® 1996 �� BUILDING INSPECTOR BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY STORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY _ OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTSacturilnQ RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION I 8 INTERIOR FINISH CONCRETE 32 13 Per Demolition Plans Only: CONCRETE BL'K. PINE ——_— Cafeteria Renovations BRICK OR STONE HARDW D PIERS PLASTER —- - DRY V'ALL - - — FPV 109100 SHT A-23of48 Demolition Plans UNFIN. ( ) 3 BASEMENT I SHT P-2 (21of 48) Demolition Plumbing AREA FULL N. B'M'TAREA SHT H-3 (27of 48) Demolition HVAC 1/1 1/1 1, FIN. ATTIC AREA _ NO BMT FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE �— WOOD SHINGLES EARTH _ ASPHALT SIDING HARD" D _ ASBESTOS SIDING _ C- �_— VERT. SIDING ASPHPH. TILE _ STUCCO ON MASONRY �— STUCCO ON FRAME BRICK ON MASON Y ATTIC STRS. & FLOOR _ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIOR I� POOR__J_ ADEOUATE NONE 5 ROOF 10 PLUMBING +i GABLE HIP BATH (3BATH FIXE_ GAMBRELMANSARD TOILET RM. (2 FIX.) A _ FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING _ TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE FORCED HOT AIR FURN. TIMBER BMS. &COLS. _ STEAM STEEL BMS. & COLS. _ HOT W T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ ELECTRIC r e 1st 13rd I NO HEATING- NORTH Tow' n of 0 i/b3 � i"- ,� o - A E o dower, Mass., SCr i X 1994 IF l COC H IC HE WICK ADRATE D PPa\ �C S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System �•+ • BUILDING INSPECTOR THIS CERTIFIES THAT.................1+.I.i.......... . o��T� ............................................................ Foundation has permission on ....../4.O�...�S.�" tC..!.T?......,..... �... Rough to 6e occupied as.......... '1 �.'. ��41V...'�' ..... .1J �'��..4?r�---....�,'��gF.1R�i.c!�!.� i ............. . ........ Chimney provided that the person accepting this ermit shI m eve respect conform to the terms of the application on file in P P p 9 P every P PP Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR VNL,ESS CONSTRUCTIO TA11T Rough ......... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done Until Inspected' and Approved by. the Building Inspector. FIRE DEPARTMENT � Burner Street No. d Smoke Det. f onry 4 r OFFICES car--: Town Of 120 Main street r °� > > North Andover. AI t DIN .: NORTH ANDOVER i�l'ILDING �ti,'•��::::::-•'�g Massachusetts c)1845 CONtiER\',• TION ss,c�ude` DIVISION OF HF.�I:I'H PLANNING PLANNING & COMMUNITY DEVELOPMENT � KAREN H.P. NELSON. DIRECTOR a In accordance with thhe_ visions of MGL c 40, S 54, a condition of Building Permit Number --�' -prois that the debris resulting from this work shall be disposed of in a properly licensers soli 156A. 'd waste disposal facility as defined by MGL c 111, S The debris will be disposed of in: Via: P&T Container Service Co. , Inc. , Haverhill, MA To: Transfer Station, City of Lawrence (Location of Facility) 4 'Signaifermit Applicant (j ate NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. a • v � d PERIN–I-U_ILD—IN_G_C_O._ZNVC_. September 19, 1996 Robert Nicetta Building Inspector, Town of No. Andover, Ma. Ref.: Lucent Technologies Inc., Cafeteria Renovation. Permit for Demolition Bob, Attached is the application for demolition only, with reference to the above mentioned project. Demolition drawings are listed on the permit application and are in the drawing package that I left with you. If all is acceptable to you, please issue the permit as soon as possible. If you have any questions please contact me. I will submit an application for the building permit upon my receipt of the construction drawings. Sincer tan Swerchesky Project Manager' Perini Building Co. Inc. C/c D. Avery Perini C. Hewitt L.T.I. File 1 Location a No. `�U Date 10- 4-00 ;oRrM TOWN OF NORTH ANDOVER ,, „ Certificate of Occupancy $ h �-} •a 41 Building/Frame Permit Fee $ 5l v '" Foundation Permit Fee $ sACHUSE p Other Permit Fee $ Sewer Connection Fee $ Water Connection Fee $ ' no TOTAL C k 100 Bui n in � g spe_or 10424 Div. Public Works PEbiJ1iT Nb. " '� ' r APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. PAGE 1 MAP�JO. p3,t LOT NO. (57p/7 2 RECORD OF OWNERSHIP ;DATE BOOK ;PAGE ZONE `1- I SUB DIV. LOT NO. -I * LOCATION 1600 Osgood Street PURPOSE OF BUILDING Cafeteria Renovations OWNER'S NAME Lucent Technologies, Inc. NO. OF STORIES 2 SIZE 21,000 S.F. OWNER'S ADDRESS 1600 OSadOd Street BASEMENT OR SLAB S1 ab _ ARCHITECT'S NAME Dean Packard Rafuse SIZE OF FLOOR TIMBERS IST N/A 2ND 3RD BUILDER'S NAME Perini Building Co. , Inc. SPAN See Attached Drawings DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS DISTANCE FROM STREET – "' POSTS n DISTANCE FROM LOT LINES–SIDES – REAR – " GIRDERS 11 AREA OF LOT 168 A(' FRONTAGE 4400' HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW NO SIZE OF FOOTING n X n IS BUILDING ADDITION No MATERIAL OF CHIMNEY n IS BUILDING ALTERATION YeS IS BUILDING ON SOLID OR FILLED LAND Solid WILL BUILDING CONFORM TO REQUIREMENTS OF CODE Y s IS BUILDING CONNECTED TO TOWN WATER Yes BOARD OF APPEALS ACTION. IF ANY N/A IS BUILDING CONNECTED TO TOWN SEWER Nn IS BUILDING CONNECTED TO NATURAL GAS LINE Yes INSTRUCTIONS s PROPERTY INFORMATION SEE BOTH SIDES C�N ` ..t7 LAND COST N/A EST. BLDG: COST $1,4 0 0,0 0 0 PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FT. PAGE 2 FILL OUT SECTIONS 1 - 12 EST. BLDG. COST PER ROOM – SEPTIC PERMIT NO. – ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE FILED_ 10/4/96 • BOARD OF HEALTH ;SIGN rURE O OWN 01 AUTHORIZED A T FEE �b 960-2848 v OWNER TEL #– PLANNING BOARD PERMIT GRANTED f �SG7 ° CONTR.TEL.# �`4�18 19 CONTR.LIC.# 06--14--32 BOARD OF SELECTMEN BUILDING INSPECTOR —./D¢V-1 — � 7 7 Y BUILDING RECORD 1 OCCUPANCY 12 , SINGLE FAMILY _ STORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS Manuf ur Cr RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE x a —1 2 (3 Reference Drawings: Cafeteria Renovations prepared CONCRETE BL K. PINE — — for Lucent Technologies, Inc. by Dean .Packard Rafuse, BRICK OR STONE HARDW D PIERS PLASTER _-- Inc. dated 9/13/96 Sheets 1 through 57 including _ DRY WALL UNFINProject Manual (Specifications) 3 BASEMENT I None AREA FULL FIN. B M AREA _ '/ 1/1 '/. FIN. ATTIC AREA _ N_O 8 M T FIRE PLACES _ HEAD ROOM MODERN KITCHEN 4 WALLS I 9 FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE �_ WOOD SHINGLES EARTH _ ASPHALT SIDING HARDW D _ ASBESTOS SIDING _ COMMON VERT. SIDING - ASPH. TILE _ STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONRY ATTIC STRS. & FLOOR _ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME _ S X SUPERIORI� POOR ADEQUATE I NONE 5 ROOF 10 PLUMBING GABLE HIP BATH (3 FIX.) GAMBREL MANSARD TOILET RM. (2 FIX.) FLAT SHED WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER _ ROLL ROOFING MODERN FIXTURES _ TILE FLOOR TILE DADO 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE ' FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL BMS. & COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NO. OF ROOMS GAS OIL B'M'T 2nd _ ELECTRIC 1st 13rd I NO HEATING r T - �AORTFI ONNM OfR Andover NO. y,9Q . - • �A E o dover, Mass., a7ro 13L 199 COCHICHEwiCK �1t AORATED PP a\ \y S BOARD OF HEALTH 11T Food/Kitchen L Septic System • BUILDING INSPECTOR THIS CERTIFIES THAT.:.....:...................1 1-? '.:.: . !cNo l.�..5.� SNC................: .. ............ ....... Foundation has permission to ew#...... .......... buildings on ........1.1.de. ...0$�e �.... "�` ............. Rough L: �— �.�,. Chimney to be occupied as................................Arm.....71"' ! ....:.1 ,..' ?.4?Y'i4.t.i.o ?S ............ . ...:: ...... . ..........: .:_ provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PENT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough -=1 • :..... .......... Service, vice ���,,T ��..•`C BUILDING INSPECTOR Final" Occupancy Permit Required to Occupy Building GAS INSPECTOR Displayin *a Conspicuous Place on the Premises � Do Not Remove Rough. Final No Lathing or Dry Wall To Be. Done Until Inspected and, Approved by the Building Inspector. FIRE DEPARTMENT Burner Street No. i Smoke Det. Perini Building Company, Inc. , P.O. Box 785Ll�D North Andover, Massachusetts 01845 ! f r Tel: 508/960-2400 Fax:,508/960-3135 I r Perini 100 years of excellence Robert Nicetta Oct. 21, 1996 Building Inspector Town of No. Andover 120 Main St. No. Andover, Mass. 01845 Ref.: Lucent Technologies Inc. ' ter ATeno ati°ons.-,; Bob, Enclosed is the information that you requested regarding the above mentioned project. 1. A letter from the architect certifying that the design is in compliance with 521 CMR. 2. Sketch by the structural engineer providing for slab reinforcing where necessary for floor penetrations. If I can be of any further assistance please feel free to contact me. ASinely, Werchesk Jr. Project Manager Perini Building Co. Inc. /c C fob file i OCT 2 3 i93s 10/09/96 11:59 $1 617 338 4985 D P R INC R002/002 J .K DEAN PACKARD October 9, 1996 RAFUSE tMGOYPO[AT(O i Architecture& Interior Design Mr. Robert Nlcetta 119 Beach Street Building Inspector Boston,MA 02111 Town of North Andover 120 Main St Tel.617-338-4029 NOrth Andover,SMA 01845 Fax 617-338-4985 Re: Lucent Technologies, 1600 Osgood St, N.Andover Andrew].Dean,AJA Susan M.Packard,11DA Project: Cafeteria Renovations John R.aafuse,AIA Dear Mr. Nicetti: We are writing to you at the request of our client, Lucent Technologies, regarding the design of the proposed renovations to the employee cafeteria at this facility. To the best of our knowledge and understanding,we hereby certify that the design is in compliance with the current regulations of the Massachusetts Architectural Access Board, 521 CMR revised 2/23/96. Sincerely, DEAN P D RAFUSE, I �6cu�EREV Rt16f''1 _ No.3529 l Andrew J. Dean, Al BOSTON 1 >� !, CC: C. Hewett, Lucent ��gltx OF M�SgP� S. Swerchesky, Perini file(LUCNTCA11.3} Flle: G:IPROJECTSILLICENT%CAFE1991U09B.DOC GGA 2 3 Q96 f :. ) a DTS company OCT. 09 96 (TUE) 05:20 COMMUNICATION No :31 PAGE. 2 -„: i . t FOLNOATKNS&ECRM E%ISi.co-h00R LEGEMDY ,. FpuNpATONS:ASSUMED 1.5 TONS PER S.F.ALLOWABLE BOATING ' CAPACITY.ALL FOOTINGS0 FALL 100TMGS SMALL BEAR ON I STRATUM AND AD W ME FIELD BT GEOTMCHWGL ENCYF.ER. T'ORr NONSFO6NG.GROUT ® ROOR ORMI PENEMATON 2. uGVAIF AND RE110VE ALL GNMNIG.SOFT OR UNCOYPIcMo RLL I BEfvEEN NG.SLA�:A0 (11'S0.NA%.NDUE SRM) AMR.-FROM ME ENTRE PATIO AREA BOUNCED BY 1'0' P NEW SLAB AND 1 1 0 1 TCP OF NEW NL E£A4 � OL ■ Rf%NI SMN PpIEIRATON OUTSIDE OF NE RETAINING WALL FOOLING I EX 24 WT 100 I 00 I DO pp I �� 13 ■ (14'SO.MAX HE 512E 3. N GENERAL E%TMRCI4 CONST CnON a BE CARRIED Do-TO 5 ■ ``r NAx3/!W/SHgir O PENEATION 1 BE..NINIMuw OF. ET BEq FINISHER Ex1MRgi CRApE, (.A.. TRU.O.M. O CEAGRaNULAR rFLL ANO/OR BA.Ftu_4A%.8'1E.IN." 1 SLOTTED INGLES(TYP) i ) ■ GPTNUY OENSITv CT EADJ, X COnFORMANCCTo IT T VAM OSM OI.f55)MET10D Ex.,0 WF 00 i E%.10 WF 2ti D. 00■ I EX t0'N'Y•i 00 DO I EX:0'/F 11 OO 'D'a THE IN PLACE DENSITY WTN ASTM p 1555. 1 R PPONOE ECCH.NIRN; ■I I I EXIXI.IBWF50 1 I 4. NO FOOTING} NG OR BAIXNLLING$HALL 9E RACED ON WET FL 1 G 01:155 OR FAO)EN GROUND. ALL 100-SHALL BEAR ON UNDISNRIBE0 E}jST.STL 80AN I SOIL WEcTED AND APPROVED BY EN.'NEER. S 8I 7 81 Si 8 8 8i 8 8 8 ? ,SECTION t 6. FR_TO PREPNWNC FOR txcNEE EDF aE E'Auv.Ea BAR AREAS SNM1 BE INSPECTED AND APPROVED BY THE P50,1ECT i I Ii 1EOTECHNICAL CONSULTANT FOR ADEQUACY OF BEARING.SLOPE uT0 i ■ f I - B ) GONPAcTi- NOT 0000 p0 OO -M)O5T.CONC.fL0011 III ❑ ONE�ERTTCAL LTO ONBOTTE nORIZ0.YTnOF AiNPRONDEn SNEEPNG xMERE amo NECESSARY TO MAINTAIN SOIL STABIUTY. ,'ORI Ng SNTNN RCJT II \/ 6. FIELD CONPACYON TSTS BY THE OWNER'S AUN CRIllo TESTING I I NEW".15s i ce/ 3ETWEEN VNpER51:+i OF ( J(\ AGENCY,5NALL CONFORM TO A- _ { I E%1ST.GOIiG.SLAC i•«p I \ oI 1'NAN.4 OF NEW wtl'sr�M JI 9. PLACE A uIwMUM MICNNESS OF G IN.OF CONPACIEp GxAM2 RLL 'I _ 1 UNDER NE SL/3 ON GRADE. w '31 0loI of © o oI «EWWn,lS ;� r1 i I U I I STRUCiVflu.STT2: I I I ! 3 DO _ DO DO / B�SECTION - ❑ t. ALL SN-1 BE Iry STRICT ACCOROANCE 7�1c 1 i I -mTH T+E 1969 A.I.S.C.,'S ECIFICATCN FOR 51RIJC rURaL 5 i 5TE1 DINGS', -. i5L'IL )EE'_ALL STRUCTURAL 5TEEL SMALL CONFORM TO ASTM A_36. N, IN ETRAION-%. 1- PART PLAN BDCHO .u-M-325.1-1'xaSHER. ANCHOR BOLTS: ASiM ADO) FLOOR .TION k SIZE TC :JIJi `.CAIS 1/16'=I.-O• I _ p ) "Mq BE CCCRpN11E0'A/CERTIFIED _ ?ooNOE}/l'o RICH STRENCTF.(a 325 F)Q']LI=J CONNECTIONS ❑I u I S OFA DFAWtNGS7 Y,.; L- mTn STANDARO,01rRV2E.CR S ORT SO=HOLES:NLSS SrECIFICALLY NOTED GIHFAWISE BE. !_ EX1a I- AM wE1pNC NALL CONFORM TO AWS D1.t AND SMALL BE DnNE BY I F 00 'SFPRED' L0EP,5.FOR-1SnOR AND FIELD ALONG.OSEOO - 00 CO I � I I I �l' � E)OA>E!'cn£CIRODES I I■ '� i I 1 ® I I I/ \ :1 I '�I II 5. ALL Ei BUTT TIE S AND GRCO WM o&5-BEB`CQR= 'AELDS w MUN.V.O.N05.p 3/10':ELLER Au,ID.wcrnaVs-L BE DESw-vE0 TD wPPORT n:pT IESs TT. `000 POUNDS AND S U HAVE A MiN,4UN OF n. BOLTS. oI oI el c� ). ANGLE ERACING/WEB MF_NBER CONNEC^•ON'S SHALL UEY_'L'JP THE e '3 I ❑ '� .FROM EOCE OF+Mtt_E -Til FORCE IN NEMBER,IF GVEN.BUT NOT!E5S THAN SOX OF THE i I ■ 1 o o' al :X+OF t-,YEME i!I 'I STR-ENGTM OF THE MEMBER N TE`TSWN.•I.G.x. CxISTINC BEAMS v �� 9, FRAMEO BEAM TO BEAM AND BEAN TO CGL'JNN CCNNECTONS SN ALL LEX 24 WF TS ■ JO �■ I Co ■ I CO (BEAM sZE VAR,ES) i!I BE DESIG+ED TO CARRY A M:NMUM OF,/2 NE MAX)MUN UNIFORM I I _ I nP.O C,LRRYNG^.APACITY FOR TME GIVEN SPAN OF N.E BEAM. I u - I TYPICAL CLEARANCE R=OUGED FOR IIT L! PEI`IE TRA,IONS NEAR EXISTING I I I 9. _VBWT c1EEL Si1OP GRA'MNG5 FOR ENGINEMS RENEW PRIOR TO I b STRL'C TURAL FLOOR BEAMS `�) �I ! 'AeRIG"TION' 10. ALL I.USS RENFOP.GELIENT SHOWN ON TH-_ORAAIN 10 BE =ELL I I � ❑ ',FRIFIED FOR ME FIT LIP PRIOR TO FABRICATION.'NY M001F, REQUIRED TO ADAPT TO C E-ELD CONCiTON SHALL BE COCRO. WITH NE ENGNEER. /1\PARI MAIN FL. PLAN (FL PERIE"RATIONS? d` it. FURNISH A.LL STEEL W N PRNE SMCP COAT OF STANDARD RUST DCALE:1;16'�,'-0' )'\ 3 !NNIBITIrE PRIMER OF MIN.2 MIL D F�.CLEM 5TEE1 AT PER 1 I � CSSPC OAT 45 YETI p,EC. OR 4EOLIITo PRIME COAT. %RCVIOE FIINISN (FOR PENETRATION LOCATIONS SEE MAY EIJGIfJEERIf`IG D`NGSj i I i scALE:N.Ts. 1 r`\ '� 12. 'JHLESS GLU N ON TME DRAI11GS.NO ALLDRTG ACROSS DX,HQ I I \C V SEAM,COLUMN OR TRV 55 MEMBERS SHPiy eE PERFORMED'rtiTHOUT \\\ -ERMSSION FRCNI NE ENGINEER. I I I 13. EXTREME PRECAUTION SHALL BE EXERCISER CURING FM_ WELDING OF NEW MEMBERS TO TME EXISTING MEMBERS Y?MAT THERE IS NO PART PLAN DAMAGE re THE RCCFING SYSTEM. \ S2 5CA1E:t/18'�T•-C- 14. MINNUM SPACING BETWEEN TIC ADJACENT FLOOR PENETRATONS I i AlLL BE T TIMES THE LARGER PENETRATION SIZE. t5. MANE SURE NO SUPPORING EXIST.STEEL BEAM MEMBERS ARE CUT CRI DAMAG-_D DURING FLODR PENETRATICN CUTTING OPERATION. I I IB. NO OVER CUTTING OF 5WARE OR RECTANGULAR FLOOR PENETRATICN 'mLL BE?ERARSSBIE. EX 12N I T�OOF ./NEoGALv.RAPS I I ' ./TF_ NEo- NN.TO IXI H �EX 1 SMMET Edi CONN.TO CLW. ERISTING NON.BRCG CANOPY G4ANHEL(TACH WE SEALANT ATL F IST.LOB A "TS ro N1GLE)TOUCH-UP AROUND `1 A,COLD ELDIN 20.0 PANT I 'I/4'R1TED PL t� / 0• AFTER NQpNG. FIG66 BEAM ATTACHMENT p �EAAe I 3 SIDES (,R t NNE, OR EWaI) 1 3/a W nE •BOT. 16 Ex.iSRNO I SEE ARCFOTECTURAL CRAWWG A-16 111 M� OR LDCATION OF CANOPY ORWL 3 t/2•F ox FOR Y.RPE „C35 USE NEONNE GASKET ON THE PIPE 3/B'%6'S0.Cd1X K. TLP w SECTION H SCALE: T'- ]•.DOUBLE M A STRONG RPE •EA NA.-ROD CANOPY SURPORT I-) L1111 6 1OME BRAES•45 d1 BOM SLOES 6 Co_ r (RACING .T.E.VT FLR ME INC`N,Ci THE CANT ON'A UNE(TYR) I Tw.EA.Ffn 1 $PAGING x.T.E.1'�') NOTICE EA END(1Y➢) EX qe wL I FOR CONSTRUCTION 5/6'1 GALV.TIQiCADED L DAM OOF PLOT IOCKNUn RNBUCNLE! S^ ` SSPE 19,16 r FON'.ED-1 SEEM F'Rt SPA NG 110Ns TURNBUCKLE-FIC.2 OF x s ARCH.0- PART ROOF PLAN L SECTION SECTIONS & DETAILS 4 aT S-2T TWO TYP KNEE BRACING O CANOPY SUPPORT HANGER BEAMS LOCATION I d1 ORDER N0. SECTION RJ SGLE: C OESNNBJAWW WECRm BY MS SPJ B NS RDG (FORT LQATN)N5 OF W SUPFVRIS gtAFiWC qiC. OT1ER AWRWAL$ FINAL APPRWAL a>x -D A+xu+s-sEc ARCH.muWrws) couA6oRAmE "P�0' ENONmw10 SIZE O11A1MW MO. PV-109100 :E �:. LuceNetwoknSysterTIBG FPV-109100 ti l{. Tect DEAN PACKARD ' I RAFUSE October 9, 1996 INCORPORATED , Architecture& Interior Design Mr. Robert Nicetta 119 Beach Street' Boston,MA 02111 Building Inspector Town of North Andover Tel.617-338-4029 120 Main St. Fax 617-338-4985, North Andover, MA 01845 Andrew].Dean,AIA Re: Lucent Technologies, 1600 Osgood St., N. Andover Susan M.Packard,HDA John R. Rafuse,AIA Project: Cafeteria Renovations Dear Mr. Nicetta: We are writing to you at the request of our client, Lucent Technologies, regarding the -design of the proposed renovations to the employee cafeteria at this facility. To the best of our knowledge and understanding, we hereby certify that the design is in compliance with the current regulations of the Massachusetts Architectural Access Board, 521 CMR revised 2/23/96. Sincerely, DEAN P RD RAFUSE, I QkaOPEW J.R��lFC. F PNo. 352992 Andrew J. Dean, Al BOSTON, MASS. cc: C. Hewett, Lucent o2�FglTH OF MaSSP��J S. Swerchesky, Perini file(LUCNTCA11.3 ) File: G:\PROJECTS\LUCENT\CAFE\9610096.DOC OCT 1 6 ire , a DTS company r r! + Dean Architectural Alliance, Inc. FAX TRANSMITTAL 119 Beach Street Boston, MA 02111 voice: 617-338-4029 . fax: 617-338-4985 To: Building Inspector Date: February 20, 1997 Of: Town of North Andover Fax #: 508-688-9542 From: Andrew J. Dean, AIA Time: 9:59 AM Project: Cafeteria at Lucent Technologies, Inc. Pages: 2 including cover Copies Ralph James, Perini Building Co., Inc. to: ❑ For your use ❑ For approval ® As requested ❑ For comment ® Original copy to be forwarded under separate cover MESSAGE Dear Mr. Nicetta, Here with you will find the Certificate of Engineering you have requested. I have modified it as required by the DPIC companies, our professional practice insurer. If you have any questions please call me directly at 617-338-4029. Thank Andrew J. an, AIA Architect o Record and Principal-in-Charge of the Lucent Technologies, Inc. Projects File: DOCUMENT3 FEB 2 1 1997 �l 'I'Owll 0 r +� nt>► I nls ;+ ;:�,:�: NORTH ANDOVER NIIIII ,vitIm.c.'r. , I�IIII.I�INCi +�''•;;;; 5,n Nis lti`,II'IIIIsc•Its 18-Ir. C.(.)NSERVATION +4CfiJ ° DIVISII)N()I' II I I i 1005 4 i i r hf I'_nl,'i'I-I I'1.nNNING I'LANNING & CONINIUNI'l'Y DE- V11LO1151I:N'l' KAIZEN 1I.P. NELSON, UutL'c.:'I'c)1t CERTIFICATE OF ENGINEERING I1� BUILDING INSPECTOR TOWN OF NORTH ANDOVER x.20 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT * 9 G� V GENTLEMEN: 36111 1 �J:� SIaD AQ.d.F17PxT , HEREBY CERT i Y THAT ' ►TowMp- %Vqr o F MY KNUk)L eo1 IN F02t1 AT1 UIQ MND-F-u E�F''Tib L' BUILDING CONSTRUCTED AT 4,5-,dr46 �� ��� NY� rPR0��5�iloNAL o�tt�6lort t IN coMPuANe-r- 1. r ry Au- AypL(aAm ,L.Lx t— ttESPECTS OFTHE MASSACHUSE-17TS STATE BUILDING CODE. AUTHORIZED SIGNATURE: DATE: a- ` REGISTRATION STAMP: QP�QREW J. No. 3529 2 l BOSTON, MASS. • �o2�FglTN OF MaSSPG�JS� FEB 2 1 1997 Z/Z 'dOdd Sele09690S ONI 00 OGle INIHZd 90 BO canis G6 . 6ti 'H�3 Perini Building Company, Inc. ` P.O. Box 785 North Andover, Massachusetts 01845 Tel: 508/960-2400 Fax: 508/960-3135 Perini Stanley J. Swerchesky, Jr. 100 years of excellence Project Manager Eastern U.S. Division February 17, 1997 Robert Nicetta, Building Inspector Town of No. Andover, MA 120 Main St. No. Andover, MA 01845 Subject: Project Update Report Project: Cafeteria Renovations Owner: Lucent Technologies, Inc. 1600 Osgood St. No. Andover, MA 01845 Architect: Dean Packard Rafuse, Inc. 119 Beech St. Boston, MA 02111 Engineers: R.G. Vanderweil Engineers (Elec./Mech.) 274 Summer St. Boston, MA 02210 Engineers: Collaborative Engineering Services, Inc. (Structural) 44 Pleasant St. , Watertown, MA 02172 Contractor: Perini Building Company, Inc. 73 Mt. Wayte Ave. Framingham, MA 01701 CAFETERIA RENOVATIONS LUCENT TECHNOLOGIES, INC. PHASE II - SERVERY o Demolition: All demolition work complete. Temporary Services: Temporary heat and ventilation have been installed. Temporary power& lighting removed. HVAC: All duct work is installed. All duct work is insulated. All VAV/Reheat Devices are installed. Hot water piping to devices is installed and insulated. Rough-in for ATC controls is complete. Fire Protection: All sprinkler rough-in is complete. All fire extinguisher cabinets are installed. All ceiling heads & exhaust fan heads installed. Kitchen Exhaust: All exhaust ducts are installed. All exhaust ducts are insulated. All roof reinforcing for duct penetrations are complete. Installation of all ventilator platforms and ventilators are complete. All kitchen exhaust hoods are installed. Fire suppression system in duct work is complete. Walls: All metal studs, gypsum drywall, taping are complete. All metal studs drywall and taping is complete for all soffit work. All doors, frames and hardware are installed. Roll up doors are installed. Finishes: All prime coats and sealers for painting are complete. Finish coats are complete. All ceramic the is installed and grouted. Vinyl wall covering is complete. Ceilings: Ceiling grids are complete. Light fixtures and wiring are complete. HVAC diffusers are complete. Ceiling tile is complete. Furnishings: Millwork and kitchen equipment bases are complete. All millwork is complete. Kitchen equipment is complete. Floors: Epoxy resinous flooring is complete. Ceramic flooring is complete. Glass and Glazing: All preparatory masonry work, flashing and blocking are complete. Framing for exterior windows has started and is complete. All exterior glass and glazing is complete and caulked. Interior glass and glazing is complete. Finishes: All door,hardware,plumbing, electrical, &millwork finishes are complete. Plumbing: All rough-in piping for drains, vents, hot and cold water, and steam is complete in the walls, ceilings and floor. All installed piping has been inspected. All water and steam lines are insulated. Complete item. r Electrical: All 'rough-in for wall switches and outlets are complete. Light fixtures are being installed and wired at this time. All panels are installed in the electrical closet at this time. Fire alarm rough-in and end devices are complete. ATC Controls: Rough-in for temperature sensors and duct sensors, VAV control boxes and reheat coils are complete. PHASE III & IV - CAFETERIA Demolition: All demolition is complete. Temporary Services: Temporary heat ventilation and fire protection has been installed. Permanent power & lighting are complete. Roof Reinforcement: Reinforcement of roof trusses and added steel columns are complete. Added reinforcement to existing columns is complete. Reenforcement of all roof penetrations is complete. Installation of added structural steel HVAC platform is complete. Roof Exhaust: Exhaust roof penetrations are reinforced. Exhaust ventilators and platforms are installed. Exhaust ductwork is complete and insulated. HVAC: Ductwork is complete and insulated. All steam and chilled water piping is complete. Perimeter heat piping is roughed-in. Insulation of piping is on going. Fire Protection: Sprinkler rough-in is complete. Walls and Soffits: Walls and soffits are complete. Glass and Glazing: All exterior glass, glazing and caulking is complete. Ceilings: Ceiling grids are 90% complete. Finishes: Finish coats are 80% complete. Furnishings: Tables and chairs installed 2/24/97. Plumbing: Rough plumbing and vents are complete. Electrical: Rough-in under floors, in walls, and in the ceiling plenum is complete. Rough-in for fire alarm is working. PATIO AREA Site Work: Back fill remains to be done in March 1997. Backfill: Backfill and compaction for all wall footings is complete. Waterproofing: Waterproofing at perimeter walls is 75% complete. ' Concrete: Forms, rebar, concrete, curing and striping forms for footings and walls in areaways are complete. Forms, rebar, concrete placement and curing for retaining walls are working and approximately 70% complete. C-omcir-e-te—worki"n-hold d-we_to_wintex—coaditions. " Brise Soliel: All supports for sun screen is installed and caulked. NEW STAIRWAY Services: Relocation of all plumbing, electrical and HVAC services in stairwell area is complete. Structural Steel: Installation of structural steel slab reinforcement is complete. Slab Demolition: Demolition of concrete slab for stairwell is complete. Stairs & Walls: Installation of new stairs and wall is 80% complete. Finishes: Finishes for walls, doors, and hardware are scheduled for February 24, 1997. Please refer to the attached project schedule prepared by Perini Building Co., Inc. entitled"Cafeteria Renovations" for Lucent Technologies, Inc. Be advised that,to the best of my knowledge,all the work is proceeding in accordance with the plans and specifications and in compliance with federal, state and local codes. Respectfully submitted, AProjecitanager, Perini Building Co., Inc. Cc: D. Avery Perini C. Hewitt L.T.I. P. Brown D.P.R. Job File ti, 4 �002 02/20/97 11:21 $`1 617 338 4985 D P R INC 1•►,►t�1;tiII �I1�'c•I 'roWll of r\„►UI ,tIr1t►��4r. NORTH ANDOVER . i►F�i l('I11{.�l'IIS l l r�.1; -. , I �,ti:,,.:lr. I(I 171�LH i 47-Mi 13UU.1)ING I)IVISR)N U1' C.()NSB1tvA'1'l0N HE-A1:I'I-I PLANNING & CO11lriUNl'!'Y llL'VL"Lt)I'11tL"N'1' , I'LANNING KAREN 1-1.1'. NELSON, 0[111:(:1'c�1t CERTIFICATE OF ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT GENTLEMEN: 3��� I HEREBY CERTIFY THAT �i9►TtrT7fE 1�w do F-my BUILDING CONSTRUCTED AT Lij 'PRD [aNAL. QP[t�totd t tN C' AWLAA,Ne-I- wrr+l Apt- �u ►�cx RESPECTS OfTHE MASSACItUSE" 1"TS STA'L'L BUILDING CODE. AUTHORIZED SIGNATURE: . DATE: REGISTRATION STAMP: Q�G�S(FAEDJR�y/lFC. P=O O92 No.3529 ASTON MASS. o��FgITH Of 5£16096805 0XI 00 ocle IAII83d BO 8o (3I).L) L6 . 61 '92.3 Z/Z .30'dd + X0,2/20/97 11:21 a`1 617 338 4985 D P R INC �001 • I • B Y FAX TRANSMITTAL Dean Architectural Alliance, Inc. 119 Beach Street Boston, MA 02111 _ Y voice: 617-338-4029 fax: 617-338-4985 Date: February 20, 1997 To: Building Inspector — Of: Town of North Andover Fax#: 508-689-9542 From: Andrew J. Dean,AIA Time: 9:59 AM Project: _Cafeteria at Lucent Technologies, Inc. Pages: 2 incfudin cover Copies Ralph James, Perini Building Co., Inc. to: ❑ For your use For approval As requested ❑ For comment ® Original copy to be forwarded under separate cover MESSAGE Dear Mr. Nicetta, fied it as Here with you will find the Certificate of Engineering 9 iyou nsurer. it you ve haveeany questions d. I have 'p ease calemeired by the DPIC companies, our professional practice directly at 617-338-4029. Thank , Andrew J. an, AIA Architect Record and Principal-in-Charge of the Lucent Technologies, Inc. Projects File: DOCUMENT3 • FEB-20-1997 10:13 P.02 - - - -c�t Town Il UI '•I•ua_ti Ut•. '� APPEALS :�. ,..,� NORTH A.NDOVEM 1nrNlli,virl.r�1I . 111111.1)1NC; • • •.:aa• - A4o,ti� ti u•Irr, t•Ils r•rrlH•1r. (':ON`N14VA'I'1UN DIVIN10NOIt Ilii 71;*An47i!% 1.11?A1:f1 I I'LANNING PLANNING & C:UAMUNI UY DEVELUPRIENI' - KAREN !L!'. NUISON. DIltEiCT01i FINAL AFFIDAVIT STRUCTURAL ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT # 490 GENTLEMEN I hereby state, that I have observed the construction of Modifications/Reinforcement to the existing Building 130 for Cafeteria Renovation project as shown on the Collaborative Engineering Services, Inc. Drawing #S1, S.2 and #S3 Dated 10-11-96 located at Lucent Technologies, Inc. , 1600 Osgood Street, No. Andover, MA during my visits to the project site. To the best of my knowledge, information and belief, the building structure modifications/addition were built in accordance with the plans, specifications submitted and approved for the permit #490, and in conformance with the provisions of the Massachusetts State Building Code. kc1,TM OF�y,,_ r' n artsan c Pli C+ 27375, s oS ' a "En sneer, Mass. Reg. No. s: �' Niran an Shridharani, PE C-J.o I1N J. COLLABORATIVE ENGINEERING SERVICES Inc. NAL fes` '� Company 2-2 Q 7 44 pleasant Street, Watertown, MA Date Address 617-923-6002 Phone No. FEB. 20 ' 97 (WED) 04: 13 COMMUNICATION No : 11 PAGE. 2 2-20-1997 2.09PM FROM P. 2 • P � NORTH ANDOVER, MASSACHUSETTS - - ELECTRICAL FINAL AFFIDAVIT To the Inspectional Services Commissioner: I certify that engineers under my supervision have observed the work associated with Permit No. 490 , Dated 02/20/97 , locus 1600 Os000d Street, North Andover, MA Ward , and that to the best of my knowledge, information and belief the work has been done in conformance with the electrical plans approved by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Engineers Name: Ernest Needham Engineers Registration Number: 39139 R. G.Vanderweil Engineers, Inc. Company Name: 274 Summer Street,.Boston, MA 02210 Address: Date: 02/20/97 Then personally appeared the above-named Ernest Needham_____-_ and made oath that the above statement by him is true. Before me, Notary Public My Commission expires 0392 FEB. 20 ' 97 (WED) 08:31 COMMUNICATION No :27 PAGE-2 2- 8-1997 3:03PM FROM P. 1 r NORTH ANDOVER, MASSACHUSETTS . [_HVAC FINAL AFFIDAVIT'' ` To the Inspectional Services Commissioner. I certify that engineers under my supervision have observed the work associated with Permit No. 490 , Dated 02/20/97 , locus 1600 OsaQgg Street. North Andover. MA ,Ward ,and that to the best of my knowledge, information and belief the work has been done in conformance with the HVAC plans approved by the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Engineers Name: Steven Bosland, Engineers Registration Number: 30669 R. G. Vanderweil Engineers, Inc. Company Name: 274 Summer Street, Boston, MA 02210 Address: Date: 02/20/97 Then personally appeared the above-named Steve Bosland and made oath that the above statement by him is true. Before me- Notary Public My Commission expires 1296 FEB. 20 ' 97 (WED) 09:26 COMMUNICATION No :32 PAGE. 1 ' P I 2-20-1997 2. 10PM FROM P. 4 r NORTH ANDOVER, MASSACHUSETTS L.PLUMBING F[RAL AFFIDAVIT Permit No. 490 • To the Inspectional Services Department Re: Lucent Technologies Cafeteria_ Ward I certify that engineers under my supervision have observed the work associated with Permit No, 490 Dated_Q2-0/97 , locus 1600 Os—god Dtreet,,Norfh AndoVer,.MA _ Ward and that to the best of my knowledge, information and belief the work has been done in conformance with the plumbing plans,approved the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Engineers Name: Rand Refrigeri Engineers Registration Number: 30394 Company Name: R. G.Vanderweil Engineers, Inc. Address: 274 Summer Street, Boston, MA 02210 Date: 02/20/97 Then personally appeared the above-named_. Rand Refriperi and made oath that the above statements by him is true. Before me, E My Commission expires ,hr 't 0696 -- _� : u s.0000 180022oe7.JG - -'Pzge_3 FEB. 20 ' 97 (WED) 08:32 COMMUNICATION No :27 PAGE-4 1 • f 2-20-1997 2.09PM FROM P. 3 • r NORTH ANDOVER, MASSACHUSETTS CSJRE PROTECTION EINAL AFFIDAVIT Permit No. 420 0 • To the Inspectional Services Department Re: Lucent Technologies Cafeteria Ward 1 certify that engineers under my supervision have observed the work associated with Permit No. 490 Dated Q2/20/97 , locus 1600 Osgood Street. North Andover. MA Ward_ - and that to the best of my knowledge, information and belief the work has been done in conformance with the fire protection plans,approved the Inspectional Services Department and with the provisions of the Massachusetts State Building Code and other pertinent laws and ordinances. Engineers Name: Rand Refrigeri Engineers Registration Number: 38694 Company Name: R. G. Vanderweil Engineers, Inc. Address: 274 Summer Street, Boston, MA 02210 Date: 02/20/97 Then personally appeared the above-named Rand Refrigeri and made oath that the above statements by him is true. Before me, My Commission expires - 9296 J.- .' - - L196435.00WpGUyUS6022097.JG Page-4 _ FEB. 20 ' 97 (WED) 08:31 COMMUNICATION No :27 PACE. 3 N,ORTFI Town of k4 No. y90 _ A4 . t A= dover, Mass., 0 a7roIBL 1996 DA`ATED i 4 BOARD OF ALTH Food/Kitchen -PERMIT T D Septic System/ r BUILDING INSPECTOR THIS CERTIFIES THAT........................... ..... ° L'.hcNOIt`-s3, IVC`...'.......�............................... Foundation g � .v.....�?..4..F !U .......... Rough has permission to e= t.....�1-�-'A��►............ buildings on?........1.....d�.........� .. . .... tobe occupied as........................... ................................................. Chimney / / provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final o� 02/x(/ g this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of / ` Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough J_RM ' E XPJR ES IN 6 MONTI-TS ` EI CTRICAL INSPECTOR t-J_t\Jt,E.SS �:���7N,S"�_i 1JC�T1ON STARTS'- -- Rough I ............... .. ...................... ....................... .. .. ............ Service 7 �� (//��.101J L:J�1� -E.� `01J _ Fina / 7 Occupancy Pcnnit Required to Ocaq)y Bi-tiilding GAS INSPECTOR Rough l /y Display in a Conspicuous Place on the Premises — Do Not Remove ep2lf No Lathing or Dry Wall To Be Done RE DEPARTMENT Until Inspected andt Approved by the Building Inspector. Burner , Street No. 4jS d lL Smoke Det. Z.Z,C-11 Z - CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number 490 1996) Date FEBRUARY 26, 1997 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 OSGOOD STREET MAY BE OCCUPIED AS CAFETERIA RENOVATIONS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO Lucent Technologies, Inc. 1600 Osgood S t. ADDRESS _North Andover, MA • i f; � ,fsACHUBuilding Inspector r CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 92 (8/2/2004) Date: October 18, 2004 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 Osgood Street MAY BE OCCUPIED AS Construction of Demising Walls IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Lucent Technology 1600 Osizood St North Andover MA 01845 `J. spec NORTH Town of 4 over No. 114 Y_ _ h C' O _ Ldover, Mass., A�•�.c � 001 A mog— T COCFIIC E HEWICK V T 7�ADRATED H BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System • THIS CERTIFIES THATBUILDING INSPECTOR .���!�''.M�.. ... ..�.... �•?.��.�"t�.��. .....�ljll,�l►.4•.�.�+�,.�1 ...L��+ �°/V►�..,E,... Foundation has permission to erect*6t1. .4M&sWMWp on../..40-0. 6 ..�...........; � Rough i5>k to be occupied as 'Q. ►.11�k rao.. r.,..1 �LiwQ chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final U this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of (0 Buildings In the Town of North Andover. wa, A� Lr t*.a JW P4 Lo®JL Or �T1>, $/,. PLUMBING INSPECTOR VIOLATION of the Zoningor BuildingRe ulations m s tis rm . Rough Md �-�®tom Arti�o..•� PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough .............. .. ... ........... . Service 21�LDING INSPECTOR Final Occupancy Permit lc Required to Occupy Building q g GAS INSPECTOR �J Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT 1 Until Inspected and Approved by the Building Inspector. Burner C'—.*` d( 146& Street No. ��523 SEE REVERSE SIDE Smoke Det. �'�`� � CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 142 (8/24/2004) Date: October 18, 2004 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 Osgood Street MAY BE OCCUPIED AS 600 s.f. Security Office— 713 s.f. Training Room Area IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Lucent Technology 1600 Osgood St Andover 1845 \. Building Inspector AORTH Townof 4 over No0. - LA E dover, Mass., Auer. COCMICKEWICK V 7�S RATED BOARD OF HEALTH PERMIT . T D Food/Kitchen Septic System • . BUILDING INSPECTOR THIS CERTIFIES THAT.L44010T4 •���!!o .�elliT!+ ..i�.�� �!!��... 441 /.A ....1�!4�l!I.�IIFr � i CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 450 (1/02/2004) Date: October 18, 2004 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 Osgood Street Phase I MAY BE OCCUPIED AS Consolidate Area of Operations IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Lucent Technology 1600 Osgood St rt Andover 1845 Building Inspector VkORTH Town of No. o �: Ix =. S CNSTRur,ION CN 0 dover, Mass., tAan 4A 2-apft-+ COCHICHEMCK y1. AORATED 0�`�.(5 `S U BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.. . ...... .. . .. .. + ....I.C �rut....ac..(. �! :. N�I�/k!!+Y.......... Foundation has permission n..�.&.t�Q...! eQ.mb... . .. -. t�'r!!!aL�....../ Rough to be occupied asC.90SKQ4. lt�il�t + �°►..... Q. ,nl .. .It G 4• M1�� .. .��11 V Chimney 1 provided that the person accepting this permR shall ih every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of -sfV611,�,,, ;q Buildings in the Town of North Andover. N�• MjL&046 �''�^'''sT2� '� � PLUMBING INSPECTOR Ab 6M0wN =&a. VIOLATION of the Zoning or Building Regulations Voids this Permit. 4a4%. WAx"-"'Deb q+-''ytf Rough TvgZS tL- .. r ) Final PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS COWMD. ELECTRICAL INSPECTOR • CONSTRUCTIOM Rough Service . BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner 143 . Street No. SEE REVERSE SIDE Smoke Det. f _ _ MSN e CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 509 (2/26/2004) Date: October 18, 2004 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 Osgood Street Phase I MAY BE OCCUPIED AS Manufacturing, Office & Conference Rooms IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued tO: Lucent Technology 1600 Osgood St t� ort An •1 a xAORTH ONM Of 0 _ :. ONSTRt No. �c' C - �+�s�iZUCTIQN y o over, Mass., c CA - 2 T LAKE COG NIC ME WICK V �7S RATED PPa��y U BOARD OF HEALTH Food/Kitchen Septic System PERMIT T D • . BUILDING INSPECTOR THIS CERTIFIES THAT/M.A. r4T' 1►.ofi lia.rlu�. ... /.0 L... /.�•�./. ....&.• Foundation has permission to erect....I.4.LICIT.............. buildings on...1..*.AM....a.�►4.16mb.... ft*&T8ftft Rough to be occupied as.ril...f l'..I�'..�t..../l�A�. .f t.1.i .p �1.�.!�...il Pd► Room I � Chimney provided that the person accepting this permit sha n every respect conlormR5the termsheappli ion on file in Fin A �� ' c"R��`"L this office, and to the provisions of the Codes and By-laws relating to the Inspection, Alteration and Construction of � al 1 "llp Buildings in the Town of North Andover. jrmfe :Z= PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS CRcx. EL CAL INSPECTOR UNLESS CONSTRUCTIOhL ST S . C STRUCT ION Rough ........... ......... .. ... .......... ... Service BUILDING INSPECTOR — Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Fina, No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. IF SEE REVERSE SIDE Smoke Det.G 1 66 'u x ;. _ Incar !I � 1 I 1' . . s �€ > Ref Nath A 1J�W' is "a- kr• x Tivw!�►t� S�fr SYS "f �f �� PwftwW-tf*Was ae..Wsw M* a, l Clave any qualkni or' �" topF p, ' VNO wF odly se"t 4?, YCAIA A oar VII e c { K L n K t � 9 g A i - r OXT&T ;3. a i oto-rig ttI1 _*copy tranamlitaI contains > � includfol wfA TR00, i s TT Oy'1t �j,(�,+y�pppy� No 414 io FEB2 7 1997 F � '����el r �.� .,' . lG\✓�L ��.��,w �' � �� � +�, �� _ � �, ' + a^'� -,may Location / �►� Z55zt2n-- No. 14 L.. �"--.. --r Date 4:�T NORT" TOWN OF NORTH ANDOVER 3 • o� Certificate of Occupancy $ ' Mu'atm Building/Frame Permit Fee $ �cs r Foundation Permit Fee $ Other Permit Fee $ _ TOTAL $ � Check # p , 'i7585 B ildingln`spector TOWN OF NORTH ANDOVER BUILDING DEPARTMZNT. M APPUCA1ION ro C'DTVMUCT UPMP RLNOVAT&C'HA,''i4=THE USE OR OCCUP'ANCT OF. Olt DMOLtSH An BURMNG OTffER THAN A ONE OR TWO FA1411LY DWELLING s Section for ofneial use Uni is BUILDING PERMIT SER: DATE ISSCII— j SIGNATURE: — 104- B W Idi Commissioner!! or d Buildin to 1.1 Property AdcT= 1.2 Ass cs MV end Pure!Number: 1 0 jape YZ�� !,Stip Number Pemd'Nwnbrrr 1.3 Zoninglnformwon IA Ptropcaty Dimmsions: v . P,osrz�,q� �NDrJsTi�IF�L /60Zoningl)ioAd t se Arm > 1.6 BUHaINC 5ETSACKS(ft) Front Yazd Side Yard heal'Yard o0 Requiod Provide Romfiral Provided Rogtdmd Provided I�WturS tyMQ,I..C:4A sn) t.5. Ftnod'lueclnrormuion: sawcr�oDispoaal$ysrem: thdilia 1 rivxo p Zone Oulrido f7aat Ztmt Mrmicipri On She Dis%d System 0 Q 2.1 Owner of Record 3Dl1N.AF� �� Name(Punt) Address for Service: Signature Telephone 2.2 Auuthorized.Ageut Name Print Addross for Service: Signature Telephone m 3.1 Umsed Construction Supervisor" Not Applicable 13 Aft— �€i2ls'S// $6j/LDfolll Ca IL; L�seNumber � Li Z�-arion Data � s4 ature F 3.2 Registetod7lome Improvement Contractor V V Not Applicable 0 Company Name, Registration Number M r A,ldress r^ Etcpitation Date rZ' signature Telephone Vi Workon Compensation Insurance affidavit must be compteted and submitted with this application, Failure to provide this affidavit will result in the denial of the issasnoo ofthe buildiog porrqit. „gyp Signed affidavit Attached Yea..... NO...... S Ig 5.1 Registered Architect: 6f4oLD Name: Address (0�7"�7"� ^UtcsBd SignattuesiC-e 14 DA m/T mho e 0014SuL72W t- i5W- 6-1,V FP--S Arco of Responsibility Name: /YJE4!/�L�L�F1�i /b AA�P C[U1g r d% SOME— -510 Registration Nwnber Address:lx f/y�"TDn! , /��, do2�a/ ✓,�-�cTioM Expiration Date stgnaattu � -DI'/vlTs tuaa Not applicable 0 Name RegistrationNumber Address `-Signature Telephone Expiration Date 'Name Area of Responsibility Address Registration Number Signature 'telephone Expiration Date Name Area of Responsibility Address Registration Number Signature "telephone Expiration Date i . 4 /r!/C, Not Applicable 0 c .�Ti9N� Ramble in Charge of Construction, I New Construction 0 Existing Building Repa*s) .0 Alterations(s) Addition 0 Accessory bldg. 0 Demolition Other 0 Specify M 1140 Brief Description of Proposed Work.: &-x 7- L/6f OW 6r' USE GROUT' Check as applicable) CONSTRUCTION TYPE A Assembly 0 A-1 0 A-2 0 A-3 0 ]A 0 Amt 0 A-5 0 1B G B Business 2A 0 C Educational 0 2B 0 . 1!Suet F-1 F-2 0 2C 0 SS 16Hazard I0 3A 0 IInstitutional 0 1-1 © 1-2 0 1-3 0 3B 0 M Mercantile 0 4 0 R residential 0 R-1 0 R2 0 R-3 0 5A 0 S storage A S-1 0 S-2 a I 5B 0 U Utility 0 specify: L .$ -4 — S M Mixed Use 0 Specify: Z D a — — - S Special Use io , I specify- O COMPLETE THIS SECTION IF EXIS17NG BUILDING UNDERGOING RXNOV,ATIONSi ADDITIONS AND OR CHANGE IN USE Existing Use Group:SUS ALXK$, F-de-7Z)g e `3� #96FProposed Use Group: /Y D C}a</4�✓�r Existing Hazard Index 760 CMR 34:_;;r>—Z, a S/T 3 ` Ptopowd-Harard Fedex 780 CMR 34: NO 52-1 13UILDING AREA" EXISTING if applicable), PROPOSED Number of Floors or Stories Include Basement levels iC/O t' floor Area per Floor(sf) Total Areas P Total Height ft / indeiXtIdent Syuctu al En "neerin Structural Peer Review Yes 0 Na SECTION 10a Owner Authorization- TO BE COWWLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES'1F'OR BUILDING PERMIT ,� Wr f the subject property Hereby authorize�ST19 NLS/ Ji >�'•L/�1�� 5/ /2to act behoof;in all matters relative work authorized this truil ` on My try 't application v � / Signature of Owner �— Bate as t Authorized �n declare that the statements and infotmat cn on the foregoing application are true and accurate,to the best of my knowledge and belief. j Signed ander the pains and penalties ofpejury f Print Name '01 7 a Ignature of I ent Date Mao Item Estimated Cost(Dollars)to be r'L Completed bySmit applicant 1. Building J11i (a) 'Building Permit Fee Multi lierI� k- 2 Electrical (b) Estimated Total Cost of Construction from(6) a-?/°Z,", 3 Plumbing Building Permit fee {,)x(4) eo 4 Mechanical(FIYAC) 5 Fire Protection F b Total (1+2+3+4+5) a 1 Q Cheek Number, A 3 p3 NO.OF STORIES SIZE BASEMENT OR SLAB SIZE OF FLOOR TIMBERS l 20 3RD i SPAN /09112C197- t DEMENSIONS OF SILLS LP DEMINSIONSOFPOSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CIIWEY IS BUILDING ON SOLID OR FffJM LAND IS BUILDING CONNECTED TO NATURAL CTAS LINE 1 7,$1 RECE VED Perini Building Company 73 Mt. Wayte Ave. Framingham, MA 01710-9160 GD Perini Building Company August 18, 2004 \� �1 Mr. Robert Nicetta, Building Commissioner Town of North Andover NN Sutton Street No. Andover, MA 01845 Re: Lucent Technologies Inc— Merrimack Valley Works, Consolidation 1600 Osgood St No. Andover, MA 01845 — Phase III Final Permit Dear Mr Nicetta, In reference to the above mentioned project, Perini Building Co. acting as agent for Lucent Technologies Inc. submits the attached Building Permit application for construction of the remaining portions of work as shown on the attached drawings. This work includes construction of 600 SF of security office and 713 -SF of training room area?Also included are mechanical, electrical, HVAC, fire alarm and fire protection associated-withthe project? ,Be advised that the duct work=to bring-return air back to the Lucent HVAC units, will be installed on the roof and -not-through the fire rated wall. Also, the HVAC units have smoke detectors that when activated will shut down the HVAC fan and fwill also close all return and outside-air dampers to a closed position in order to, =prevent fanning any fire. If you have any questions or concerns please contact me at your earliest - convenience at 978-375-4501. Very truly yours, Stanle J Swerchesky Jr Project Manager Perini Building Co. C/c M. Power Lucent Technologies Inc Job file I i f 'N 7 7 --- — - ---- W L P�EnrvrK r WA�� PLFNdM " K 4s0`X 12 `� / `Zo"K ry 0 �x /Z "L> 7iR =' i "-qlr►'"ie f, fl L0 c q r10 A, ti t, N N 00 do - l x?Z x 7Z~O 60 k V8 P!-E'N11M �iE"lc�N r 7-0 CLd,S6V F&r)-r-/614 Ag.P r /V REV. NO. DESCRIPTION DESIGN: SCALE: 12RTC D� DRAWN: DATE: ftdni CHKD: DWG. A 1,� tICT rAPRVD: Form 86 Rev 8161 _� RECEIVED AUG ?� n- 2004 BUILDING DEPT y l I • f ' 1 1 CA �EMisr.�rG tv�LL. Acw r ./o v s tr L.6 c1¢Tion! 7,0 ems' f LWL D tj R'ervAl-4 00 T-1s N41 w X 77#x/A5r, qG 60 le�Tc�,rN �D TE r96/To r-filL 7-t) Ce.Dse!�A Post 710,q FqW spvTPo w* 91 m&9Ns ,��1nluN c/��'/oN, ry1'�cRL p)4- • REV. NO. DESCRIPTION DESIGN: SCALE: PATE DRAWN: DATE: &Arr yv 4/545d �Nt/""OC&M1/9n! CHKD: DWG. Cie 7- APRVD: Form 86 Rev 8/81 RECEIVED AUG 2. A 2004 BUILDING DEPT. GroupWise WebAccess Message Item Page 1 of 1 Mail Message 1 se Previous Next Forward Reply to Sender Reply Alt Move Delete Read Later Properties Print View From: "Donohue, Lee" <LSD@AHA-Engineers.com> To: Stan Swerchesky CC: TWJ@AHA-Engineers.com, DEW@AHA-Engineers.com, sadams@sga-arch.com, med@sga-arch.com, mpower@lucent.com, robbinss@AHA-Engineers.com Date: Wednesday-August 18, 2004 11:15 AM Subject: AHU-19,20 Mime.822 (12987 bytes) Mow][save AS] A Stan, Based on yesterday's meeting (8/17/04)my conversations with both you and Dave Woolson, it is my understanding that Lucent would like to explore the option of installing the ductwork below the roof. The following is a description of what is required for the installation or return air ductwork for AHU-19 &20: AHU-19 • Installation of 144"02"x x72"D return air plenum off back of unit r • 60"x48" ductwork off each side of the plenum. • (2)42"round ductwork from each 60"x48" into plenum opening in demising wall. • (2) 120"x60"x12"D plenum openings in demising wall with framed wire mesh screen. AHU-20 • Installation of 144"x72"x x108"D return air plenum off back of unit • 96"x60"ductwork connected to north side of the plenum. • (4)42"round ductwork from the 96"x60" into plenum opening in demising wall. e 240"60N12"D plenum opening in demising wall with framed wire mesh screen. Items to include in pricing: • 1" Duct lining for in plenums and/or round extensions(if required by Lucent) • Offset and transition new ductwork to avoid obstructions in the field • Removal/Reinforcing of supports to avoid/support ductwork. • Duct sizes may be modified as required by field conditions. Free area shall be maintained. If free area cannot be maintained for specific reasons, coordinate with General Contractor and Engineer. Please contact me with any additional questions or concerns. Thank you. Lee Donohue HVAC Design Engineer http://webmail.corp.perini.com/servlct/webacc?action=Item.Read&User.context=ftcvndRh3gl7jl5Gm 1&I... 8/19/,2004 RECEIVED AUG 2 A 2004 BUILDING DEPT. Glacier Page 1 of 2 Nicetta, Robert From: Jeff Goldstein Bef l8.goldsteinc@comcast.net] Sent: Friday,August 20,2004 9:29 PM To: Ellen J Keller;'Bob Nicetta' Cc: 'Jeffrey Goldstein MD';ogoldstein@ozzyproperties.com;'Morrison, Patrick D(Patrick)'; 'Mark Power Subject: Re: Lucent Temporary Permit Did we address the sprinklers in building 70? --Original Message From: Ellen J Keller To: 'Bob Nicetta' Cc: 'Jeffrey Goldstein MD' ; ogoldstein@ozzyproperties.com ; 'Morrison. Patrick D(Patrick)' ; Mark Power' Sent: Friday,August 20, 2004 2:51 PM Subject: Lucent7emporary Permit From: Ellen J Keller[SMTP:EKE LLER@OZZYPROPE RTI ES.COM] Sent: Friday,August 20,2004 2:51:15 PM To: 'Bob Nicetta' Cc: 'Jeffrey Goldstein MD'; pgoldsteinOdiozzyproperdes.com; 'Morrison,Patrick D(Patrick)'; 'Mark Power' Subject: Lucent Temporary Permit Auto forwarded by a Rule Ozzy Properties has reviewed the revisions to the Phase III plans for the.Lucent Technologies project in 1600 Osgood Street. These revisions were requested at the end of July. The plans have adequately addressed the concerns reported at that time. Ozzy is comfortable with the Town issuing a construction permit for the balance of the work. Thanks so much for your attention to this issue. Regards,and have a great weekend. Ellen J Keller VP-Commercial Real Estate OZZY PROPERTIES, INC. 3 Dundee Park Andover, MA 01810 phone:(978)475-4569 fax:(978)475-4638 mobile:(978)423-1319 This e-mail and any attachments is intended only for the person or entity to which it is addressed and 8/23/04 Glacier Page 2 of 2 may contain confidential and privileged information. If you are not the intended recipient, please notify the sender immediately by return e-mail,delete this e-mail and destroy any copies. Any dissemination or use of this information by a person other than the intended recipient is unauthorized and may be illegal. 8/23/04 Glacier Page 1 of 1 Nicetta, Robert From: Ellen J Keller[ekeller@ozzyproperties.com] Sent: Friday,August 20,20041:51 PM To: 'Bob Nicetta' Cc: 'Jeffrey Goldstein MD';ogoldstein@ozzyproperbes.com;'Morrison, Patrick D(Patrick)'; 'Mark Power Subject: Lucent Temporary Permit I Ozzy Properties has reviewed the revisions to the Phase III plans for the Lucent Technologies project in 1600 Osgood Street. These revisions were requested at the end of July. The plans have adequately addressed the concerns reported at that time. Ozzy is cornfortable with the Town issuing a construction permit for the balance of the work. Thanks so much for your attention to this issue. I Regards,and have a great weekend. Ellen J Keller VP-Commercial Real Estate OZZY PROPERTIES,INC. 3 Dundee Park Andover, MA 01810 phone:(978)475-4569 fax:(978)475-4638 mobile:(978)423-1319 8/23/04 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER ON TR C S UCTION CONTROL 1784.00: Phase III-Extended PROJECT NUMBER: PROJECT TITLE: Lucent Technologies, Marrimack ValTey PROJECT LOCATION: 1600 Osgood St. , North Andover, MA NAME OF BUILDING: Lucent Technologies-Part. Bldg. 30, & 70 NATURE OF PROJECT: Interior Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I' REGISTRATION NO. BEING A REGISTERED PROFESSIONAL EfdOINEL'R/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ----�$� '� • ARCHITECTURAL • -g'I`RttCfitlf!'At-•--1VlECpR1�}>;[♦ .. .___fif�flRt4'FECi1C?Rt • ��L • -Q�Ff�R{&PEF�Fl�} FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE.ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND 8 EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 118.0 1. Review, for conformance to the design concept,shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials,.. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar sib with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. �d82 C PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE a SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. SUBSCRIBED AND SWORNI TO BEFORE ME THIS 8 DAY OF July SIGNATURE 71�jb 01 1,A .. tvbT�Rv pua "_� iNlY CONI"JISSION EXPIRES 1 8'D q Joeile P. Slook Notary Public NAV t:0Mrniaxinn Fvnlrmb• OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: Lucent Jechnologics Meirirm-ck Valley Works—Phase III Extended PROJECTLOCATION: 1600 Osgood$1,N mover.MA NAME OF BUILDING: Binding 70—First Floor,Bld$30 Second Floor NATURE OF PROJECT: Renovgtions IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE,1,Kevin T.Jensen REGISTRATION NO 38671. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS,COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL X OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE,SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I, OR MY AUTHORIZED REPRESENTATIVE SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review,for conformance to the design concept, shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become,generally familiar with6the progress and quality of the work and to determine, in general,if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2, I,OR MY AUTHORIZED REPRE$QUAXW SHALL SUBMIT WEEKLABUIrNG EPORT TOGETHER WITH PERTINE THE NORTH ANDOVSPECTOR.UPON COMPLETION OF AUTHORIZED REPRESL SUBMIT A FINAL REPORT AS T40 C, COMPLETION AND PROJECT FOR OCCUPANCY. 9kum SNINATURE SUBSCRIBED AN/SWORML TO BEFORE ME THIS_M DAY OF jy, QLE,N E 4f NOTARY PUSLIC MY COMMISSION EXPIRES-5/1$/08 Z' p BAv r'�Ry 9 LV OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: Luccnt Technologies Merrimack Vey Works—Phase III Extended PROJECTLOCATION: 1{00 Osgood St,Vii,Andover.MA NAME OF BUILDING: Building 70—First F]Qor.Bldg 30 Second Floor NATURE OF PROJECT: Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE,I, Thomas M.Wisnaskas REGISTRATION NO 41859. BEING A REGISTERED PROFESSIONAL ENGINEER/AI1r- IT =HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS,COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL X FIRE PROTECTION ELECTRICAL OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE,SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I,OR MY AUTHORIZED REPRESENTATIVE SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review,for conformance to the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become,generally familiar with6the progress and quality of the work and to determine,.in general,if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2, I,OR MY AUTHO D REPRESENTATIVE SHALL SUBMIT WEEKLY,A PROGRESS REPORT TOGETHER ENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON E WORK,I,OR MY AUTHORIZED REPRESENTATIVE SHALL SUBMIT A FIN E SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR 1!1@8KA9 At cMANICAL SIGNATURE \� P�,ENE M FSSlONAItiK� 9 SUBSCRIBED AND SWORM TO BEFORE ME I AY OF July,2004 V,V� a4T NOTARY PUBLIC MY COMMISSION LXPIRES- ijaiga r'�RY OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONST)ftUCTION CONTROL I PROJECT NUMBER: PROJECT TITLE: Lucent Technoiggies Merrimack Valley Works—Pha§g III Extended PROJECTLOCATION: 1600 Qsgood St,N.Andover,Ivy, NAME OF BUILDING:Building 70—First Floor, Bldg 30 Second Floor NATURE OF PROJECT:j&enovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE.I, Domenic Ciolino REGISTRATION NO 41630. BEING A REGISTERED PROFESSIONAL ENGINEER/AI-F�I'rTT HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS,COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITEECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION X ELECTRICAL OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE,SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I,OR MY AUTHORIZED REPRESENTATIVE SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with the progress and quality of the work and to determine,in general,if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2, I,OR MY A REPRESENTATIVE SHALL SUBMIT WEEKLY,A PROGRESS REPORT TOGE ENT COMMENTS TO THE NORTH V ANDO ER BUILDING INSPECTOR.UPO PLETIQ,3 HE WORK, I,OR MY AUTHORIZED REPRESENTATIVE SH L SUBMIT A >7lPQRfi:7A HE SATISFACTORY COMPLETION AND SPROJECT F CUA SIG ATURE NE M SUBSCRIBED AND SWORM TO BEFORE ME THIS}DAY OF July,2004 NOTARY rUDLIC MY COMMISSION EXPIRES- 51181Q§ 0". N 'CRY PV8 �u North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number14 2--- is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: sE� Sc�c,w (Location of Facility) A elj A y� ature of Permit Wpffcant 40 1 Date �91717 0�/ NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector V14 Y, N, 14 YIi4 WA si r /hAV,Q Gym -lv 71�` ZDrvDviV P 4 Y, Al,h� VSA TomgD,2�'LLc , sZA ,eoo�� /y,/Y. • The Commonwealth of Massachusetts De partment of Industrial Accidents Office of Investigations Boston, Mass. 02111 _ Workers'Compensation Insurance Affidavit Please Print _ blame: 40ecit/ �G NbL.Z�Gl IAI C L=don- 0_56-00„p � Np �� Phone aam a homeowner performing all work myself IDI am a sole proprietor and have no one working in any capacity ® I am an employer providing workers,compensation for my employees working on this job. Comgany-name: AFRI CNls /Yj o e �08-t6o78-o?OG /AIJaRRue.ar co ,nwy InsuranceCo. 0 KsYc.t/X:t�klll4 PMlicV# GI/C — 7408 GOmDanv name: � Address Clhr Phone Insurance Co _ Pollcv# Failure to a coverage as niquired under section 25A or MGL 152 can lead to the under one years'Imprisonment as well as civil PWWMes in the form of a STOP WORK ORDER and criminaln of ne of($10000 a day up ga is$1,50I understand that a copy of this statement may be forwarded to the Office of investigations ) against me. i of the DIA for coverage verification. I do herby carf/!jr under the pains and penalties of perlroy that the mMM78fi0n provided above is titre and coned Signature Date Print name — Phone#—If T8 37S-V_5'0/ Official use ordy do not write in this area to be completed by or town official-OChack Nlnrmedfate response is„squped p Building Dept Building Dept p Ucensing Board oO/rtactperson p Selectman's Office Phone [3 Health Department Other FORM WORKMAN'S COMPFMSA77ON I NORTH ToVM of _ 4 over No. /44Xo ;_ �:. ;;. t C, = L A E dover, Mass., A tA&. 24, zed 4- COCMICMEWICK �t A0RATEO S ` BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System • BUILDING INSPECTOR THIS CERTIFIES THAT 14AA&A'� ol. SjTi��. c?'11t1. „0-04.9,004ryly Foundation has permission on .. . wa......4 . �o �.Q �!� Rough to be occupied as iC,Rv.*T44*.Xn."6��.A.44Ml�. .'. .0&0 4. �� s T�tl,��`�� �j„� meq. Chimney provided that the person accepting this permit shall in eve tes-Act con orm ' P P g P every p to a terms of the application on file m Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. %-qA.&L"fte% %%et 0#i'0k4. Q dam* /ys(pe—, PLUMBING INSPECTOR Fifte VIOLATION of the Zoning or Building Regulations Voids this Permit. �,�,rte► s 04A swa) 0A.) trough '0I 8%fta. �. 1q, 1/O¢f R! Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO ST TS Rough ...... ...... ... .......... Service • . . .. ............. BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner C•3. L;".*o`1432 street No. S8S—° SEE REVERSE SIDE Smoke Det. 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Northeast Regional Office One Winter Street Boston, MA 02108 Work Order No. 11621.039.001 L; Re: Work Plan for Phase II-Comprehensive Site Assessment Activities Printed Wiring Board(PWB)Shop f-I Lucent Merrimack Valley Works LJ North Andover,Massachusetts MDEP RTN: 3-21863 u Dear Sir or Madam: n Weston Solutions, Inc. (WESTON®) is submitting this Work Plan for Phase II - Comprehensive '-' Site Assessment (Phase II CSA) activities on behalf of Lucent Technologies, Inc. (Lucent) for the former Printed Wiring Board (PWB) Shop area of the Merrimack Valley Works (MVW) in North Andover, Massachusetts. The MVW is located at 1600 Osgood Street in North Andover and was formerly owned by Lucent. The current owner of the MVW is 1600 Osgood Street,LLC, a wholly-owned subsidiary of Ozzy Properties, Inc. The MVW facility is a confirmed Disposal u Site, where investigation and remedial activities have been conducted site-wide since 1986 under Release Tracking Number (RTN) 3-0174. This Phase II CSA Work Plan; however, pertains only tl to that limited portion of the MVW facility known as the former PWB Shop, as well as its .j immediately-surrounding area, where investigation and remedial activities are being conducted under RTN 3-21863. A Phase I - Initial Site Investigation (ISI) Report was prepared under RTN 3-21863 for the former PWB Shop by Roux Associates, Inc. (Roux) and submitted to the Massachusetts Department of Environmental Protection (MDEP) on 24 June 2003. The Phase I identified 1 1-Di hl r ethe 1 1- n silver in overburden groundwater ISI identl c o o ne ( , DCE), cyanide, and s11 er above their respective RCGW-2 Reportable Concentrations (RC). A number of volatile organic compounds (VOCs) including trichloroethene (TCE) were also identified at low concentrations '-' in indoor air. The Phase I ISI Report was used to support a Tier Classification submittal and a n Tier I Permit Application. The Disposal Site was determined to be Tier IC based on the Hazard u Ranking Scoresheet submitted along with the Tier Classification. 1J an employee-owned company ^ GAPROJECTSU 1621039\PWB Area\Ph.2 SOWThese 2 SOW.DOC LA i n LI Office of Data Entry MDEP -2- 14 April 2004 n Li This Work Plan has been developed to describe the.tasks being undertaken to assess the source, nature, and extent of the soil, groundwater, and indoor air contamination identified in the vicinity LJ of the former PWB Shop and documented during initial site characterization activities. n Site Description and Background As stated above, the MVW is located at 1600 Osgood Street in North Andover, Massachusetts. Figure 1 shows the approximate location of the MVW. The MVW had been owned and operated by Lucent and its corporate predecessors (e.g., AT&T, Western Electric Co.) since 1953, when construction of the MVW facility on farmland and undeveloped woodlands was initiated. The former PWB Shop is located along the northern end of Building 30, near the center of the u 168-acre Lucent MVW facility (Figure 2). Beyond the MVW facility lie mainly industrial and ri commercial properties, although a few residential properties are also present near the far 'LJ northeastern corner of the facility, more than 2,000 feet (ft) from the former PWB Shop. The Merrimack River is located approximately 1,000 ft north of the former PWB Shop. As shown in Figure 2, the former PWB Shop area comprises portions of several facility buildings, including the main manufacturing building (Building 30). The portion of Building 30 included within the former PWB Shop presently contains office space and storage spaces, with a iJ small area used for testing of telecommunications equipment. Historically; however, manufacturing of telecommunications equipment took place in the former PWB Shop, including n extensive plating operations. Numerous trenches and pits associated with these operations were U formerly present throughout the former PWB Shop as well as at least one degreaser. These features are also shown on Figure 2. n LJ Other buildings located within the Disposal Site include Buildings 21 and 35 (Figure 2). Since it i, was built in the late 1960's, Building 21 has contained office space and equipment testing areas. I Building 35 is currently used for storage of maintenance equipment, but was reportedly used for `-' the storage of ammonia etchant from 1988 to 1995. Both virgin and spent ammonia etchant were r I stored in four aboveground tanks in Building 35 during this period. The four tanks were removed L-J in the mid-1990s when the associated product line was discontinued. In addition to the existing buildings, the Disposal Site also contains a wastewater piping and utility corridor (Figure 2). The subsurface pipes in this corridor formerly conveyed industrial wastewaters from the PWB Shop to the MVW facility's wastewater treatment plant. Most of the wastewater piping in this corridor has been sealed off. Other relevant historical features formerly �► present at the Disposal Site include an underground storage tank (UST) for waste solvents and I aboveground storage tanks (ASTs) for virgin solvents including methylene chloride and 1,1,1-trichloroethane (TCA). The solvent tanks were located just north of Building 30, as shown in Figure 2. The waste solvent UST was removed in May 1986, while the ASTs were present n only between 1986 and 1993. GAPROJECMI 1621039\PWB AreaThm 2 SOWhase 2 SOW.DOC U i Office of Data Entry MDEP -3- 14 April 2004 M `J Previous Investigations n LJ Camp Dresser & McKee Associates Inc. (CDM) conducted an initial investigation of the former n PWB Shop from December 2001 through September 2002 that included the collection and analysis of multiple groundwater, soil, soil gas, and indoor air samples. This investigation identified low concentrations of VOCs in all four media tested as well as cyanide in groundwater. i Only the cyanide in groundwater exceeded the appropriate RC as defined in the Massachusetts Contingency Plan (MCP). Elevated concentrations of VOCs were found in one +—+ indoor air sample collected from the northeast corner of Building 30. The VOCs were traced to an open sump used as a drain for air conditioning system condensate water, which was LiI subsequently sealed with an aluminum plate and silicon sealant. Further indoor air monitoring of ithis area has shown only very low levels of VOCs. T Investigation of the former PWB Shop was continued by Earth Tech, Inc. (Earth Tech). U Earth Tech performed a comprehensive groundwater sampling round targeting cyanide. Earth Tech and Lucent also performed closure of a former furnace pit that had been associated u with the former PWB Shop. The furnace pit was discovered during unrelated monitoring well I installation activities in Building 30 and was observed to contain sludge and water that contained r`1 VOCs and metals. The sludge and water were removed and properly disposed off-site. Soil Li samples were collected from below the furnace pit and confirmed that the pit had not leaked to the environment. The furnace pit was filled with concrete. n Li Roux continued investigation of the former PWB Shop beginning in October 2002. Roux's investigation included the collection and analysis of numerous soil, groundwater, and indoor air samples. Only concentrations of 1,1-DCE, cyanide, and silver in groundwater were found to L► exceed the appropriate RC. Roux identified five potential sources for the observed contamination at the Disposal Site including: LJ ■ Former Solvent UST ■ Former Furnace Pit ■ Northeast Sump ■ Utility Corridor ■ Building 70/71 and 30 Releases Details of the previous investigations performed by CDM, Earth Tech, and Roux, including all of the analytical results, can be found in the Phase I ISI Report submitted to MDEP by Roux on LJ 24 June 2003. .n Project Objective L nThe objective of this investigation is to supplement the existing data in assessing the source, nature, and extent of dissolved VOCs, cyanide, and silver in overburden groundwater in the Li ri G:\PROJECTS\I 1621039\PWB AmaThase 2 SO%Vhase 2 SOW.DOC tJ Office of Data Entry MDEP -4- 14 April 2004 i n vicinity of the former PWB Shop at the MVW, and to gather the data necessary to complete a n risk assessment as well as to evaluate potential remedial alternatives. LJ The five potential sources identified by Roux were considered relative to the data contained in the Phase I Report and other site-wide information. The following table summarizes our findings Li with respect to the five potential sources and outlines our approach for each. Potential Source Investigations Performed and Results Phase II Approach Identified by Roux n Former Solvent UST Two soil borings through tank grave;headspace No further investigation required.Roux soil all below 6 ppm,analytical results below borings and MW-3 groundwater data suggest S1/GW2 standards.MW-3S located adjacent to that a small release has occurred in this area, tank had TCE/PCE/TCA below GW-1 but soils in tank grave and groundwater meet standards. most conservative Method 1 standards. Former Furnace Pit Pit has been decontaminated and closed out. No further investigation required.Roux soil Five soil samples were collected from beneath samples confirm no release from furnace pit. the pit;one sample contained 0.5 ppm TCE,no Low levels of TCE in groundwater likely VOCs detected in all other samples. from Building 30 area.Concentrations in Groundwater in MW-52S located immediately groundwater are well below GW-2/3 downgradient contained 57 ppb TCE. standards. Northeast Sump Historical indoor air sampling suggests that Air in sump will be sampled and the sump sump was source of initial high VOC hit in this will be permanently sealed.Post-sealing � area.Indoor air data collected post-sealing of monitoring will be conducted to confirm Li the sump has passed Risk Assessment for closure.Soil samples confirm no release from worker exposure.Six soil samples collected sump.Low levels of VOCs in groundwater n adjacent to the sump did not contain VOCs likely from Building 30 area.Concentrations above detection limits. in groundwater are well below GW-2/3 LJ standards. L i Monitoring well MW-57S,located immediately downgradient of the sump,contained low levels of PCE/TCE/DCE. U Utility Corridor 12 soil borings drilled along alignment of utility Data suggests a possible release in the corridor.Headspace readings<5 ppm and no vicinity of GP-8/GP-11.Will conduct VOCs detected in lab samples except at GP-8 geoprobe soil sampling to delineate lateral and GP-11,both located at west end. extent of"black sand"layer and further PCE/TCE/TCA found in both borings at 9-10 ft characterize it.Install a monitoring well depth,coincident with a black sand layer. downgradient of GP-8/GP-11 to evaluate VOCs found in groundwater at concentrations worst-case groundwater quality.Further 100 to 350 ppb along alignment.Highest review existing data and records to identify concentrations at GP-8. source. u Building 70/71 and None- these releases are being addressed Data from these RTNs will be reviewed to 30 Releases under other RTNs evaluate whether they are contributing to { observed VOCs in groundwater in PWB area. `-J ppm=parts per million ppb=parts per billion n GAPROIECfSU 1621039\PWB AreaThm 2 SOWhm 2 SOW.DOC 1 �n u YYI V Office of Data Entry MDEP -5- 14 April 2004 U Scope of Work The Scope of Work developed to meet the objective stated above includes the following tasks: I n Review of existing data from the former PWB Shop Area as well as site-wide data from other RTNs associated with the site to evaluate whether some of the compounds in groundwater are related to known source areas outside of the former PWB Shop. LInstallation of one monitoring well and several soil borings near GP-8 and GP-11 to { evaluate extent of "black sand" layer, characterize its contaminant profile, and assess potential sources. Air sampling, cleaning, and permanent closure of the sump in the northeast corner of Building 30. This will document and then permanently remove this sump as a source of VOCs to indoor air. ■ Quarterly water quality sampling of selected existing groundwater monitoring wells for MCP VOCs, metals, and cyanide. These data will be used to support a Method 3 Risk Assessment. ■ Perform a Method 3 Risk Characterization in accordance with 310 CMR 40.0900. F1 The Risk Characterization will be based on the data collected during this and previous investigations. Li n ■ Prepare a Phase II CSA report for the site to include a detailed description of the field activities, discussion of the hydrogeologic conceptual model,, results of the `-' Risk Characterization, summary of all results, and conclusions regarding the outcome of the investigation. �i Procedures Li Review of Site-Wide Data—The objective of this activity is to evaluate the source of the low I concentrations of VOCs in groundwater in the vicinity of the former PWB Shop. There are several known areas of VOC contamination in groundwater located upgradient of the former PWB Shop including Building 30 and Buildings 70/71. Very high concentrations of VOCs have been identified at both of these locations and it is possible that the low concentrations of VOCs vfound at the former PWB Shop are related to these upgradient sources. , n I Groundwater elevation and quality data from synoptic water level and sampling rounds will be compiled and plotted to assess trends in the data. An analytical solute transport model will be `J used to evaluate the distribution of contaminant concentrations in an effort to determine whether ' I u GAPROJECMI1621039\PWB AreaThase 2 SOAVhase 2 SOWAOC l..J i n � Office of Data Entry i MDEP -6- 14 April 2004 the observed concentrations at the former PWB Shop could 'be related to the upgradient source(s). U 1 GP-8/GP-11 Investigation — Roux installed 12 soil borings along the alignment of the utility corridor to assess soil and groundwater conditions in this area. Of these, only GP-8 and GP-11 had iJ concentrations of VOCs in soil samples that exceeded the Method 1 standards. A black sand layer was encountered in each of these borings at a depth of approximately 9 ft below grade. The black sand was dry and did not have any noticeable odor, nor did it have elevated headspace readings from the field headspace screening. Samples of the black sand did;however, contain concentrations of 1,1,1-TCA, TCE, and PCE ranging from 11 to 93 ppm. A groundwater sample collected from u GP-8 also contained these three compounds with concentrations as high as 340 µg/1 for 1,1;1-TCA. These data suggest that a release of VOCs, specifically chlorinated solvents, exists in this vicinity. In order to further assess the contamination in this area, WESTON will drill a number of soil borings in the area around GP-8 and GP-11 to define the extent of the black sand layer. The exact number of borings will be based on how extensive the layer is, but it is estimated that between 5 `; and 10 borings will be required. The borings will be advanced using direct-push (Geoprobe) methods to a depth coincident with the water table. Soil samples will be collected continuously using a macro-sampler. The soil samples will be logged in the field by a qualified geologist. A u portion of each sample will be placed in a glass driller's jar that will be capped and allowed to warm to ambient temperature. The jars will then be screened with an organic vapor meter(OVM). n The results of the field screening and the lithologic description of the sample will be recorded on I the boring log. Soil samples will be collected for laboratory analysis from each boring based on the results of the headspace screening and on visual inspection (targeting the black sand layer). The number of soil samples submitted for laboratory analysis will vary based on the results of the field analysis, but it is anticipated that between 1 and 2 samples from each boring will be analyzed. Samples will be analyzed for VOCs using MDEP Method 8260B. WESTON will install a permanent groundwater monitoring well downgradient of borings Li GP-8/GP-11 to assess impacts to groundwater quality from the soil contamination. The monitoring well will be drilled using a truck-mounted drilling rig turning 61/4-inch-diameter hollow-stem augers. Soil samples will be collected during drilling at the surface and at 5-foot intervals thereafter. Additional samples will be collected if the drilling rates change significantly, indicating a change in lithology. Samples will be collected by driving a 2-inch-diameter split L, spoon sampler ahead of the casing using a 140-pound hammer falling approximately 30 inches. The soil samples will be logged in the field by a qualified geologist. A portion of each sample n will be placed in a glass driller's jar that will be capped and allowed to warm to ambient LJ temperature. The jars will then be screened with an OVM. The results of the field screening and the lithologic description of the sample will be recorded on the boring log. y GAPROJECTSU 1621039\PWB AreaThase 2 SOMPhase 2 SOW.DOC i U n � � L Office of Data Entry MDEP -7- 14 April 2004 n L The monitoring well will extend approximately 10 ft into the water table to ensure that water I I remains in the well during all seasons and to provide a reasonable yield to aid in well sampling. LJ Based on the existing site conditions and the above requirement, it is anticipated that the well will be approximately 35 ft deep. The well will be constructed using 10 ft of �! 2-inch-diameter, schedule 40,'flush-threaded, 0.010-inch factory-slotted, polyvinyl chloride well u screen attached to an appropriate length of similar material blank casing. The well annulus will be y backfilled with number 2 silica sand or equivalent to a depth of 2 ft above the top of the well ` screen. A minimum 2-foot thick bentonite seal will be installed above the sand pack using 1/2-inch �-� bentonite pellets. The remainder of the annulus will be filled with cement/bentonite grout. Each well will be fitted with a screw-type plug on the bottom and a four-inch-diameter, locking, watertight road box. u After the well has been installed and the grout has hada minimum of 24 hours to set, the well will be developed by pumping, using an electric submersible pump. All drilling and development water L' will be drummed and transported to the Building 51 Groundwater Treatment Plant for treatment and discharge. Drilling equipment will be decontaminated by steam cleaning. All soil cuttings will be drummed for subsequent characterization and off-site disposal. The monitoring well will be initially sampled no sooner than two weeks after installation and then ` will be added to the quarterly monitoring program described below. The well will be sampled in accordance with U.S. Environmental Protection Agency, Region 1 (EPA) low-flow guidance documents. Dedicated Teflon tubing will be used to prevent cross contamination. MCP u presumptive certainty requirements will be met for all samples. The samples will be analyzed for VOCs using MCP Method 8260B, MCP metals (filtered), and dissolved, free and physiologically available cyanide. The metals analysis will include: antimony, arsenic, barium, beryllium, Li cadmium, chromium, lead, nickel, selenium, silver, thallium, vanadium, and zinc. Northeast Sump Closure—Roux identified the northeast sump as the likely source of VOCs in `—' indoor air in that portion of Building 30. This conclusion was based on the results from a series of indoor air samples that showed a dramatic decrease in indoor air VOC concentrations after the Vsump had been sealed with an aluminum cover plate and silicon sealant as a temporary measure. In order to confirm that the sump was the cause of the initial high concentrations of VOCs in indoor air, a sample of the vapor from within the sump will be collected using a SUMMA canister regulated to collect an air sample over a 60-minute period. To facilitate collection of the vapor ry sample from the sump, the silicon sealant will be cut away and the cover of the sump will be lifted only high enough to slip the SUMMA canister inside. The SUMMA canister will be collected after the 60-minute collection period. The vapor sample will be analyzed for VOCs using analytical method TO-14. Assuming that the results from the vapor sample collected from the sump confirm that the sump n was the likely source of the VOCs in indoor air, the sump will be cleaned and permanently closed. Li G1PROJECfSU 1621039\PWB Area\Phm 2 SOWThase 2 SOW.DOC n u ih I Office of Data Entry MDEP -8- 14 April 2004 The exact method of sump closure will depend on what is found when the sump is opened. Any standing liquid and/or sediment found in the sump will be removed,tested,and properly disposed at L1 an appropriate off-site facility. It is believed that the two fire suppression system drain lines that i currently discharge to the sump can be connected and extended such that the result would be a "closed" system, rather than the current "open" system. Once the required piping connections'have Lj been completed, and the sump has been properly cleaned, it will be filled to the level of the existing floor with concrete slurry. li L' It is believed that a Release Abatement Measure Plan will not be required for the sump cleaning and 1 closure because there has been no documented release of oil or hazardous materials from the sump to the soil or groundwater. This conclusion is based on the results of the soil and groundwater sampling conducted in the vicinity of the sump by Roux. Thus, the sump cleaning and closure will be performed as a routine facility maintenance activity. Li After the sump has been properly closed, two post-closure indoor air samples will be collected from the room containing the former sump. It is estimated that the samples will be collected u approximately two weeks and six weeks after sump closure. The indoor air samples will be collected in accordance with MDEP indoor air sampling guidance documents. The samples will be collected using evacuated SUMMA canisters and will be of 8-hour duration. The Heating, Ventilation, and Air-conditioning system will be in normal operation throughout the sampling event to simulate normal working conditions. All building doors and windows will remain closed �? during the sampling period except to allow entry/egress of the sampling personnel. The samples will be hand-delivered under standard EPA Chain of Custody procedures to an analytical laboratory for analysis. The samples will be analyzed for VOCs using EPA Method TO-14 F1 "Determination of Volatile Organic Compounds (VOCs) in Ambient Air Using SUMMA Li Passivated Canister Sampling and Gas Chromatography(GC)Analysis". Quarterly Groundwater Monitoring — Selected existing groundwater monitoring wells will Li be sampled on a quarterly basis for one year in order to gather data needed to support the Method 3 Risk Assessment. A total of 8 monitoring wells will be included in the sampling program as listed below. The wells will be sampled in accordance with EPA's low-flow guidance documents. Dedicated Teflon tubing will be used in each well to prevent cross contamination. MCP presumptive certainty requirements will be met for all samples.The samples will be analyzed for VOCs using MCP Method 8260B, MCP metals (filtered), and dissolved, free and physiologically available cyanide. The metals analysis will include: antimony, arsenic, barium, beryllium, cadmium, chromium, lead, nickel, selenium, silver, thallium, vanadium, and zinc. n n U GAPROJECfSU 1621039\PWB Area\Phase 2 SOWThase 2 SOW.DOC U r� I ' u ;� Office of Data Entry MDEP -9- 14 April 2004 Li The monitoring wells to be sampled are shown on Figure 3 and include: Lj ■ MW-3S ■ MW-3D n ■ MW-8S Li ■ MW-52S ■ MW-52D ■ MW-57S ■ MW-57D ■ MW-58 ■ All newly installed monitoring wells Risk Characterization - A human health and environmental risk characterization will be performed in accordance with 310 CMR 40.0900, which calls for a risk characterization to be completed for all disposal sites for which response actions are required unless response actions have successfully reduced concentrations of chemicals in environmental media to background levels. The purpose of the risk characterization will be to evaluate whether chemicals found in ground water, soil, and indoor air pose a significant risk to human health, public welfare or the environment, as defined in the MCP. u The risk characterization will be performed in general accordance with MDEP Guidance for n Disposal Site Risk Characterization — In Support of the Massachusetts Contingency Plan and Background Documentation for the Development of the MCP Numerical Standards, the Interim Final Petroleum Report: Development of Health-based Alternative to the Total Petroleum rl Hydrocarbon (TPH)Parameter. Relevant guidance documents from EPA will also be used. Risk will be characterized for this site using MCP Method 3, which applies to sites at which Li chemicals are present in or could foreseeably migrate to an environmental medium other than ground water and/or soil. This characterization of risk will include a description of the chemicals detected at the site, their physical and chemical properties, toxicological characteristics, and an Vevaluation of the potential human health and environmental risks associated with the presence of these chemicals at the site. n Lf MCP Phase 11 CSA Report- Upon completion of the field and risk assessment activities, a Phase II CSA report will be developed. The report will conform to the requirements of n 310 CMR 40.0835. The historical as well as newly-collected data will be used to construct a IL+ conceptual hydrogeologic model of the former PWB Shop. The conceptual model will be combined with water quality data to evaluate potential contaminant migration pathways. The n, report will include the Method 3 risk characterization and a discussion of the potential for site contaminants to migrate to the Merrimack River. n �— GAPROJECMI1621039\PWB Ama\Phase 2 SOWThase 2 SOW.DOC i _ r r Office of Data Entry MDEP -10- 14 April 2004 Schedule 'L, The work described above will be initiated within two weeks of submittal of this document to MDEP. The data evaluation and sump closure will be completed within 8 weeks of submittal of this document. The quarterly monitoring will be performed over a period of 1 year. Laboratory analysis of the various samples and validation of the results will require an additional four weeks. Interpretation of the data and completion of the risk characterization will require approximately six weeks. Preparation of the Phase II CSA Report will be completed in four weeks. It is anticipated that the completed Phase II CSA Report will be submitted within �--! approximately 16 months of the date of this Scope of Work. LJ If you have any questions or comments regarding this Scope of Work, please do not hesitate to n contact me at (603) 656-5480. i1 Very truly yours, u WESTON SOLLMONS,INC. O e�j. up,PG,LSP ' Project Manager ' a - JJS:cgg `' j i cc: G. Vierkant,Lucent F.Lilley, VHB 1 J PF n U �LJ i GAPROJECTSU 1621039\PWB AreaThase 2 SOWThase 2 SOW.DOC n -7. Lj ' ''• �` / �,� (.: .c.�- !-`� �a; ;�, sem` lr '• I j i �l 1 r f 1 •`••• • • :•'�`a1` � .. `J +�• SRA I` � C�• ♦ � �``i� 11. r` \ 1 • 1 I } ! .�(/� i r �� � ; ` �'%fir/� ��-�"__...�/ . •�•r� r"'� r111 I�j � `` \ �� \` ' -�'-' } L' ��'`�, }'' ��' REN u 19 AL T lit "I evzi rr•, V \ SSM t to J �QIE: GRAPHIC SCALE MAP FROM DELORME XMAP 4.0 SOFTWARE — 1400 700 0 700 1400 MASSACHUSETTS, CONNECTICUT, do RHODE ISLAND 3 TOPOQUAD CD � APPRO)OMATE SCALE IN FEET 3 j 7 SITE LOCUS MAP MANCHESTER • • r NEW HAMPSHIRE J MERRIMACK VALLEY WORKS DRAWN DATE OEs ENG DATE W.O. No. LUCENT TECHNOLOGIES A.J.M. JAN. 2004 11621.039.001 NORTH ANDOVER, MA. CHECKED DATE APPROVED DATE FIGURE NO. J.J.S. JAN. 2004 1 J DEIONIZED WATER Ile of TREATMENT PLANT j . Of if WASTEWATER PLANT BLDG •� a53 SAND PARKING AREA F SAND a5 BEo SURGE BLDG TANKD BED49 �30 BLDG O p LDG 51 48 p 0 O f34 37 BLDG ❑ 2 9� SALT STORAGE BUILDING 71 BUILDING 70 O D BLDG �1 41 U D WASTEWATER PIPING O OB BLDG AND UTILITY CORRIDOR 0 0 4o LUCENT TECHNOLOGIES BUILDING 30 APPROXIMATE 1. BASE MAP DERIVED FROM CDM DRAWING I LOCATION OF FORMER TITLED "SITE PLAN" (FIGURE 2 OF CDM'S I a PWB AREA PHASE IV REMEDY IMPLEMENTATION PLAN, PARKING AREA JANUARY 2001). PARKING AREA GRAPHIC SCALE NORTHEAST SUMP 200 '°° '°° 200 a APPROIOMAIE SCALE IN FEET N ElO ag BUILDING 21 _ BUILDING 20 • • MANCHESTER NEW HAMPSHIRE a a Q MERRIMACK VALLEY WORKS LUCENT TECHNOLOGIES 3 NORTH ANDOVER, MASSACHUSETTS 3 % SITE PLAN FORMER PWB AREA ita DRAWN DATE FlGURE N0. OSGOOD STREET A.J.M. JAN. 2004 2 CHECKED W.O. Na J.J.S. 11621.039.001 a Mw-® BLDG BLDG MWD MW-4S 3 37 :]mwK MW-9S O^ MW-9D 0 , DFF17F ' BLDG Mw-115 D 30 E:l MW-1 1D 1p D O� MW MW-3S � - � MW-3D MW-7D D � MW-8S OBLDG MW-8D MW-5 2D Mw— s 35 D � PARKING AREA ao a 0 00 M p Mw-58 GRAPHIC SCALE a D o 120 80 0 60 120 BUILDING 21 !a MW 57S El ' APPROXIMATE SCALE IN FEET a � MW-57 a D � a NOTES MANCHESTER NEW HAMPSHIRE LEGEND 1. BASE MAP DERIVED FROM CDM DRAWING TITLED "SITE PLAN" (FIGURE 2 OF CDM'S PHASE IV REMEDY IMPLEMENTATION MERRIMACK VALLEY WORKS PLAN. JANUARY 2001). LUCENT TECHNOLOGIES ® SHALLOW OVERBURDEN 2. LOCATIONS OF FORMER PWB PITS AND TRENCHES BASED ON CDM DRAWING TITLED "SAMPLING LOCATIONS AND RESULTS IN NORTH ANDOVER. MASSACHUSETTS 3 MONITORING WELL FORMER PRINTED WIRING BOARD SHOP (FIGURE 1-1 OF CDM'S PHASE 1 ENVIRONMENTAL ASSESSMENT REPORT, MAY 8, 2002 DRAFT). a DEEP OVERBURDEN 3. LOCATIONS OF FORMER WASTE SOLVENT UST, FORMER CHEMICAL STORAGE AST AND SPILL PIT, AND WASTEWATER PIPING MONITORING WELL AND UTILITY CORRIDOR APPROXIMATED BASED ON WESTERN ELECTRIC COMPANY DRAWING TITLED 'OUTSIDE UNDERGROUND GROUNDWATER SAMPLING LOCATIONS PIPING'. DRAWING NO. 222-5-505 (DATE OF LAST REVISION 6/16/80). BEDROCK MONITORING 4. LOCATION OF FORMER FURNACE PIT BASED ON WESTERN ELECTRIC COMPANY DRAWINGS TITLED WELL "STRUCTURAL — CONCRETE, LOWER FLOOR% SHEET 4, DRAWING NO. 195-47143 (DATE OF LAST REVISION 3/23/0. DRAWN A.J.M. DATE 004 RGURE NO. 5. LOCATION AND SIZE OF THE MERRIMACK RIVER ARE APPROXIMATE . . . FEB.. 3 6. APPROXIMATE LOCATION OF FORMER DEGREASER IDENTIFIED BY EARTH TECH/FACIUTY PERSONNEL. CHECKED W.O. No. DJ.J.S. 11621.039.001