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HomeMy WebLinkAbout1600 Osgood Street ­ .! NO. APPLICATION FOR 1 e TO BUILD -— NORTH ANDOVER, MASS. `>l AGrI .P �-4 . LOT NO RECORD F OWNERSHIP DATZ BOOK 'PAGE SUB DIV. LOT NO. POS OF IJI ING WI ootlf treet� cz r,= ir:r ro +�c` �@h Water Storage Tank OWNER'S NAME AT&T NO. OF STORIES SIZE OWNER'S ADDRESS l 00 Osgood Street BASEMENT OR SLAB slab i- .ARCHITECT`S NAME AT&T Resource .Management SIZE OF FLOOR TIMBERS IST ,..-- 2ND 3RO BUILDER'S NAME Perini Building Company, _..Inc i SPAN pgl DISTANCE T13 NEAREST BUILDING 01 DIMENSIONS OF SILLS N/A DISTANCE FROM STREET 7501 ,. ,. POSTS NSA DISTANCE FROM LOT LINES -SIDES 1100, REAR 1 00® ,. GIRDERS A AREA OF LOT 168 ac FRONTAGE �® HEIGHT OF FOUNDATION 11 e_ n THICKNESS 1 a_4- IS BUILDING NEW des SIZE OF FOOTING structural slab X IS BUILDING ADDITION noMATERIAL OF CHIMNEY --.. IS BUILDING ALTERATION no -_ -.-.- IS BUILDING ON SOLID OR FILLED LAND SC711£ WILL 13UILDING CONFORM TO REQUIREMENTS OF CODE L IS BUILDING CONNECTED TO TOWN W.ATE des e5, via other �lc� BOARD OF APPEALS ACTION, IF ANYN/A SS BUILDING CONNECTED TO TOWN SEWER - --. IS BUILDING CONNECTED TO NATURAL GAS LONE no INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST � C-> U L s- PAGE I FILL OUT SECTIONS I . 3 EST. BDG. COST PER Q. may'. 0 --- PAGE 2 FILL OUT SECTIONS I - 12 EST. BL.DG., COST PER ROOM -_- SEPTIC PERMIT NO. ELECTRIC METERS BUST BE ON OUTSIDE OF BUILDING - -_- 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILET]AN13 APPROVED BY BUILDING INSPECTOR DATE FILED ,dune ] 1992 BOARD OF HEALTH SIGNATURE OF OWNER OR AUTHORIZES AGENT } F E E ' PLANNING BOARD PERMIT GRANTED 19 t III BOARD OF SELECTMEN BUI TRIG INGPECTOR BUILDING RECORD 1 OCC u PA NCY 12 SINGLE FAMILY —,STORIES THIS SECTION MUST SHOW EXACT DI ENSIONSOFLOT AND DISTANCE FROM MULTI. FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS PAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT FLAN. CONSTRUCTION 2 FOUNDATION ! _ 8 INTERIOR FINISH See Attached Plot Plan CONCRETE d t 7 13 CONCRETE BL'K. PINEI See Dwgs. 1992-019--100 BRICK OR STONE HARDW D 1992-019-101 PIERS I PLASTER _DRY WALL 1992-019-700 J� _ _ UNF€N. $ BASEMENT AREA FULL FIN, E M'T AREA _ V, 1/1 '14 FIN. ATTIC AREA NO B M'T FIRE PLACES HEAD ROOM MODERN KITCHEN 4 WALLS FLOORS CLAPBOARDS B ! t 2 J DROP SIDING CONCRETE — WOOD SHINGLES EARTH _ !_� - ASPHALT SIDING HARD%'rD ASBESTOS SIDING ACOMrtnuN _ VERT. SIDING - ASPH. TILE � STUCCO ON MASONRY Cone X I_ STUCCO ON FRAME Slab -_ �41 BRICK ON MASONRY ATTIC STRS- & FLOOR _ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME _ Reinf. Cone. SUPERIOR f—I POOR ADEQUATE 1 NONE 5 ROOF 10 PLUMBING GA I HIP BATH (3 FIX.)B — GAMBREL MANSA£.J TOILET RM, 12 FIX)— 'AT SHED WATER CLOSET ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER ROLL ROOFING MODERN FIXTURES _ ROO tO a TILE FLOOR Determined TILE DADO See Dw _ X 8 FRAMING II 11 HEATING WOOD JOIST I PIPE LESS FURNACE _ FORC_Eb HOT AIR Fl1RN, TIMBER EMS. &COLS. STEAM X - STEEL BMS. & COLS. _ HOT W'T-R OR VAPOR WOOD RAFTERS AIR CONDITIONING RADIANT H'T'G UNIT HEATERS _ 7 NO. OF ROOM$ GAS OIL 5 M'T Ii 21,6 ELECTRIC isI 13r0 NO HEATING Rat, a PER%fly° . ' 99 APPLICATION FOR PERMIT TO BUILD NORTH ANDOVER, MASS. A�,PAGE 1 MAP -'AO. LOT NO, 12 RECORD OF OWNERSHIP DATE BOOK I A E I v,=.'�t 4 E SUB DID'. LOT NO. 7-1 �® LOCATION PURPOSE OF BUILDING OWNER'S NAME O OF STORIES SIZE - , OWNER'S ADDRESS - -' `' OR SLAB � .� � A +-) A , ARCHITECT'S NAME / SIZE OFFLOOR TIMBERS iST Z D 3RD BUILDER'S NAME s SPAN DISTANCE TO NEAREST BUILDING � � � DIMENSIONS OF SILLS DISTANCE FROM STREET I�40 $ .. POSTS � DISTANCE FROM LOT LINES—SIDES � REAR g' � ,• GIRDERS ,AREA OF LOT l PRONTAGE HEIGHT OF FOUNDATION 'THICKNESS IS BUILDING NEW SIZE OF FOOTING 15 BUILDING ADDITION MATERIAL OF CHIMNEY . �---.... �A/ .. IS BUILDING ALTERATION 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 j IS BUILDING CONNECTED TO NAT'URA€.GAS LINE INSTRUCTIONS PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST 1 PAGE € FILL OUT SECTIONS S - 3 EST. BLDG. COST PER SQ. FT. PAGE 2 FILL OUT SECTIONS i - 82 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. EP.ECTRIC METERS MUST BE ON OUTSIDE OF BUILDING VED Y ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILETS AND APPROVED ABY BUILDING INSPECTOR DATE FILED BOARD OF HEALTH SIGNATURE OF OWNER O UT,- OR7ZED AGENT F E E a PLANNING BOARD f PERMIT GRANTED 0 T 14 — w _ -- Ole BOARD OF BELECTMEN __ Mom. 2 ,. t. d - su & -INSPECTOR BUILDING E # OCCUPANCY 1 t SINGLE FAMILY STORIES THIS SECTION UST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES OT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES, CA- APARTMENTS RAGES, ETC. SUPERIMPOSED. THIS REP CE$ PLOT PLAN, CONSTRUC f'ION FOUNDATION i 8 INTERIOR FINISH CONCRETE CONCRETE SL K. _ ' PINE ,. 0 ' l,-e 5)� ... 9 1, BRICK OR STONE HARD`V D PIERS PLASTER —_Is - - ` 3 BASEMENT AREA FULL 3 FIN. B M T AREA 'i. V, '>, FIN ATTIC AREA N6 E M T FIRE PLACES HEAD ROOM__. _ _ MODERN_KITCHEN { - _. Is. s § 4 MALLS k FLOOR$ CLAPBOARDS B 1 II DROP SITTING � CONCRETE I �� 3 — Wt30D SHINGLES ¢ EARTH ��—f— I ASPHALT SIDING _HjARDIV D _ ASBESTOS SIDING COMIACN VERT_ SIDING ASPH. TILE — STUCCO ON MASONRY STUCCO ON FRAME BRICK ON, ASONRY ATTIC STIRS. & FLOOR BRICK ON FRAME CONC, OR CINDER BILK. STONE ON MASONRY Wt#ING STONE ON FRAME A.Q€t]t70AT€ POOR I ROOF 10 PLUMBING GABLE HIP BATH (3 FIX.] GAMBREL _MANSARD TOILET RM. I2 FIX.) FLAT I SHED _ I WATER CLOSET ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING TAR F GRAVEL STALL SHOWER ROLL ROOFING MODERN FIXTURES ®_ �TILE FLOOR TILE_.DA.DO FRAMING II HFATImG WOOD JOIST NPELESS FURNACE FORCED HOT AIR FURN. _ TIMBER RMS. &COLS. STEAM --._ STEEL EMS. X COLS. HOT W T'R OR VAPOR WOOD RAFTERS .AIR CONDITIONING RADIANT H`T'G. . _..� UNIT HEATERS 7 NO, DF ROOMS GAS _.. OIL TstM T 3rd NO HEATING PERNfIT NO 4�� APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. PAGE d MAP 4-40, LOT NO. 2 RECORD OF OWNERSHIP DATE BOOK :PAGE ZONE SUB DIV. LOT No. I LOCATION 1600 Osgood Street mm _PURPOSE Or BUILDING Handicap Access Ramp OWNER'S NAME AT&T NO. OF STORIES 1 SIZE 75' X 6 ' OWNERS ADDRESS 1600 ^Osgood Street � BASEMENT OR SLAB Slab ARCHITr T'S NAME AT&T (Engineering) SIZE OF FLOOR TIMBERS IST - 2ND - 53RD BUILDERS NAME Perini Corporation SPAN DISTANCE TO NEAREST BUILDING Adjacent to Bldg. 20 DIMENSIONS OF SILLS _ ---- DISTANCE FROM STREET 400 f+ POSTS DISTANCE FROM LOT LINES- SIDES 1600 REAR 2000 ' GIRDERS - AREA OF LOT 168 acres FRONTAGE 44001 HEIGHT OF FOUNDATION var. 18" THICKNESS 611 IS BUILDING NEW SIZE OF FOOTING N/A C3 x IS BUILDING ADDITION - 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 no BOARD OF APPEALS ACTION. IF ANY N/A 7 IS BUILDING CONNECTED TO TOWN SEWER nn IS BUILDING CONNECTED TO NATURAL GAS LINE no INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST 4O PAGE i FILL OUT SECTIONS i - 3 EST. BLDG. COST PER SQ. Ff. 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 x � n DATE F BOARD OF HEALTH SIGNATURE OF O E R A HORIZE0 AGENT F E E PLANNING BOARD PERMIT GRANTED 19 BOARD OF SELECTMEN BUILDING INSPECTOR BUILDING RECORD i OCCUPANCY 12 SINGLE FAnnILY STORIES THFS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFlCEs LOT LINES AND EXACT DIMENSIONS OF BUILDINGS WITH PORCHES APARTMENTS �I 4- ___._ HANDI P RAGES, Erc, SUPERIMPOSED. rH15 REPLACES PLOT FLAN, CONSTRUCTION 2 FOUNDATION � B INTERIOR FINISH See AT&T Dwg. FPV 108827, Sheet 1 of 1 - Plot Plan CONCRETE :3 1 2 15 CONCRETE BF . PINE 6RICK OR STONE HARDWD PIERS _PLASTER �~ DRY WALL LINFIN. , �c 3 BASEMEI`;,T AREA FULL FIN. 8'M'T AREA _ '/� '/� FIN, ATTIC AREA _ NL)_LAA I FIRE PLACES HEAD ROOM MODERN KITCHEN 4 WALLS 9 FLOORS CLAPBOARDS E 11 2 i 3 DROP SIDING CONCRETE -x _ WOOD SHINGLES EARTH_ ASPHALT SIDING HAROW D �� ASBESTOS—SIDING _ COMMC:N— — VERT. SIDING ASPH. TILE ` STUCCO ON MASONRY STUCCO ON FRAME _ BRICK ON MASONRY ATTIC STRS. & FLOOR _ BR]�K ON FRAME CONC, OR CINDER ELK. STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIOR ( ! POOR ADEQUATE € 1 NONE 5 ROOF 10 PLUMBING D I 5HED BATH {3 ". L HMANSA:J TOILET RM 12 FIX,I FLA — WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER RO{.L ROOFING MODERN FIXTURES TILE FLOOR TILE DADO NONE S FRAh41NG II 11 HEATING WOOD JOIST PIPFLFS5 FURNACE _ FORCED HOT AIR FURN_ TIMBER BMS. & COLS. STEAM STEEL 8MS. & COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NoO OF ROOFS GAS OIL B'M T 2n6 ELECTRIC Ist 3rd NO HEATING X PERMIT NO. APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. PAGE I MAP NO. LOT NO. 2 RECORD OF OWNERSHIP DATE BOOK ;PAGE ZONE SUB DIV. LOT NO, LOCATION PURPOSE OF BUILDING fc OWNER'S NAME NO. OF STORIES SIZE F -7 OWNER'S ADDRESS BASEMENT OR SLAB ARCHITECT'S NAME SIZE OF FLOOR TIMBERS I ST ZND 3RD BUILDER'S NAME SPAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS C DISTANCE FROM STREET POSTS 5-2--k -4-DISTANCE FROM LOT LINES SIDES REAR GIRDERS AREA:��7T FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS NEW E SIZE OF FOOTING x IS BUILDING ADDITION MATERIAL OF CHIMNEY IS BUILDING kLTERATION IS BUILDING ON SOLID OR FILLED LAND W[LL - CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION, IF ANY IS BUILDING CONNECTED TO TOWN SEWER 15 BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST PAGE 1 FILL OUT SECTIONS 1 3 EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM PAGE 2 FILL OUT SECTIONS 1 12 SEPTIC PERMIT NO. ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS-jAMUSV'jSE FILED AND APPROVED BY BUILDING INSPECTOR X t-1 1 DATE!FILED_ ,=/- // - I� ) �' 0 -3 Lei, BOARD OF HEALTH SIGNA O`-YNER OR A TH IZE—DAGENT F E E PLANNING BOARD PERMIT GRANTED BOARD OF SELECTMEN BUILDING--INSPECTOR BUILDING RECORD I OCCUPANCY 12 SINGLE FAMILY I STORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. F, F2_FFE�ES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS 1-1 RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE 6 2 13 CONCRETE BL K. PINE BRICK OR STONE i HARDW D. PLASTER DRY WALL UNFITS 3 BASEMENT AREA FULL 1/' V, I/. FIN. ATTIC AREA NO 6 M T i-FARE PLACES HEAD ROOM I MODERN KITCHEN 4 WALLS 'q FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE WOOD SHINGLES EARTH ASPHALT SIDING HARDVI 0 ASBESTOS SIDING VERT. SIDING ASPH. TILE STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONR�Yj ATTIC STIRS. & FLOOR BRICK ON FRAME CONC. OR CINDER BILK. STONE ON MASONRY WIRING STONE ON FRAME SUPERIOR POOR —ADEQUATE 1— NONE 5 ROOF �j 10 PLUMBING GABLE J� HIP BATH 13 FIXJ GAMBREL MANSARD TOILET RM. (2 FIX.) FLAT SHED WATER CLOSET ASPHALT !;LIN G L ES LAVATORY WOOD SHINGES 1 KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SIOWER ROLL ROOFING MODERN FIXTURIES. TILE FLOOR _TILE DADO 6 FRAMING 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 GAS 7 NO. OF ROOM$ OIL B'NA'T 2,d I E L:E�C]T ERI C H_,dj_jrNO HEATIENG PERAUT NO. APPLICATION FOR PERMIT TO BUILD NORTH ANDOVER, MASS, PAGE, I MAP NO. LOT NO.. RECORD OF OWNERSHIP 1DATE BOOK 'PAGE ZONE U5 U5 DIV LOT NO. DIV LOCATION 1600 Osgood. Street PURPOSE OF BUILDING Waste Treatment Plant Addition OWNER'S NAME Western Electric Co. .. Inc. NO. OF STORIES 1 Dian Sole.ERYRemoval Tank- OWNER'S ADDRESS 195 BroadwaV, N.Y. ,N.Y. 10007 BASEMENT OR SLAB See Plans See Plans ARCHITECT'S NAME Western Electric Co. , Inc. E SIDE aF FLOOR TIMBERS IST 91 2ND T13RD BUILDER'S NAME !SPAN II 71 DISTANCE TO NEAREST BUILDING Attached DIMENSIONS OF SILLS DISTANCE FROM STREET Same POSTS IT it DISTANCE FROM LOT LINES-SIDES No Change 11AIVO Change GIRDERS It II AREA OF LOT Same FRONTAGE HEIGHT OF FOUNDATION II THICKNESS IT IS BUILDING NEW SIZE OF FOOTING IT x It IS BUILDING ADDITION Yes MATERIAL OF CHIMNEY None IS BUILDING ALTERATION 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 None 15 BUILDING CONNECTED TO TOWN SEWER No IS BUILDING CONNECTED TO NATURAL GAS LINE No INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST $300,000.00 PAGE I FILL OUT SECTIONS I - 3 EST. BLDG. COST PER SQ. FT. PAGE 2 FILL OUT SECTIONS I - 12 - See Plans EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. Not Required ELECTRIC METERS 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 4G Lu5-- -7�--�, BOARD OF HEALTH SIGNATURE 15WNER OR AUTHOW]ieD AGENT F E E PLANNING BOARD PERMIT GRANTED 9 BOARD OF SELECTMEN BUILDING INSPECTOR BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY iSFORIES THIS SECTION MUSTSHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES, GA- APARTMENTS I RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE 3 2 I3 CONCRETE BL'K. PINE BRICK OR STONE HARDW'D PIERS PLASTER DRY WALL _ UNFIN. 3 BASEMENT AREA FULL FIN. B'M'T' AREA _ FIN. ATTIC AREA NO B'M'T FIRE PLACES - HEAD ROOM MODERN KITCHEN 4 WALLS li 9 FLOORS CLAPBOARDS S ! 1 2 3 DROP SIDING CONCRETE �_ WOOD SHINGLES EARTH I ASPHALT SIDING HARDVJ'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 FRAMESUPERIOR_ AD EQ ATE f POOR . NONE $ 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 . SLATF NO PLUMBING TAR & GRAVEL STALL SHOWFR ROLL ROOFING MODERN FIXTURES _ TILE FLOOR _ TILE DADO 6 FRAMING 11 HEATING WOOD JOIST PIPELE5S FURNArE _ FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL SN4S. & 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 !st 3rd NO HEATING — § � a PAGr LOT NO. 2 RECORD OF OWNERSHIP IDATE BOO :RAGE ZONE SUB DIV, LOT NO: .`` € 1600 0sciood Street -- _ PURPOSE OF BUILDING Chiller Buildinq Extension OE AT&T :gam, . OF STORIES C7I1e SIZE 21S.F. OWNERS ADDRESS 1600 V0 Osgood ®Street BASEMENT OR SLAB slab 77-� ARCHITECT'S 24AME: Dean Fucker Shaw. Inc. SIZE OF FLOOR TIMBERS IST A7 j7h 2ND 3RD BUILDER'S NAME Perini Building Ce �n�S n�' SPAN N/A LV�—.- [DISTANCE TO NEAREST BUILDING attached DIMENSIONS OF SILLS _ /A_.. gn� C e®s DISTANCE FROM STREET 1300+ L.F. p g{ ,. POSTS L� 12 x 5 beams DISTANCE FROM LOT LINES - SIDES 900� In 11EAR 8 0g,+ •, • CI RDERS B� 4 62 i1e{�. .�i AREA OF LOT l acres FRONTAGE 440i? ft.HEIGHT OF FOUNDATION 41-€111 THICKNESS 811 IS BUILDING NEW - SIZE OF FOOTING 1-011 7 a 5 1 -0111 15 BUILDING ADDITION `years MATERIAL. OF CHIMNEY 41 IS BUILDING ALTERATION yes fS BUILDING ON SOLID OR FILLED LAND solid W,LL BUILDING CONFORM TO REQUIREMENTS OF CODE ire IS BUILDING CONNECTED TO TOWN WATER yes BOARD OF APPEALS ACTION, IF ANY N/A F BUILDING CONNECTED TO TOWN SEA'ER .fie }7 IS BUILDING CONNECTED TO NATURAL GAS LINE no � iTR[JTi�3 PROPER INFORMATION � 4 '-- LAND COST --- SEE BOTH SIDES ,IS EST, BLDG. COST $200, 000 t PAGE I ALL OUT SECTIONS , EST. OLDGe COST PER GQ.. FT.$9 0 7 F - EST. BLDG-. CO PER R PAGE ? FILL OUT SECTIONS ! - 32 OOM SEPTIC. PERMIT NO. ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING -_ -- APPROVED Y ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE F LED 11 11/94 BOARD OFkFALTH SIGNATURE 6 - OR AUTHOPliliD �". f4T FEE960-3444 a , PLANNING BOARD PERMIT GRANTED _ �� ,_ 4 60-2400 r = O64RUN 32 --- BOARD OF SELECTMENT - 1. BUILDING INSPECTOR -� BUILDING RECORD OCCUPANCY 12 SINGLE FAMILY 5--OWIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY---- .OFFICE--S LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- LIARJMINTS -k z RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. X CONSTRUCTION 2 FOUNDATION J1 8 INTER R FINISH See attached Plot Plan CONCRETE 1 3 1 12 3 CONCRETE 8L K. BRICK OR STONE HARDW D tj — Reference Drawings: PIERS PLASTER_ DRY WAtt -XI AT&T Technologies, Inc. Netwrok Systems 3 BA5m7,77 --7 dated 09/13/94 . AREA FULL -FI-N. B M T AREA FP h'I, T/I 1 N ATTII AREA V 09000 Sheet I trough 6 NO 8 M T FIRE PLACES HEAD ROOM MODERN KITCHEN FPV 109001 6 Sheet I and 2 4 WALLS FLOM CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE WOOD SHINGLES EARTH ASPHALT SIDING HARD%,D ASBESTOS SIDING COMM,0N i VERT. SIDING ASPH. TILE STUCCO ON MASONRY FRAME'ON 'ON STUCCO C C I�7 -�A RY ATTIC STRS & FLOOR BRICK ON FRAME CONC. OR CINDER ALK STONE ON MASONRY WIRING STONE ON FRAME insula SUPERIOR .�X� POOR JA ADEQUATE H bMe NONE­­ 5 ROOF 10 PLUMBING GABLE HIP BATH Q FIX I GAMBRELI MANSARD TOILET RM. [2 FIX,I FLAT �-SHED 0 WATER CLOSET ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER ROLL ROOFING MODERN FIXTURES Di-olc y TILE FLOOR er LE DADO on 1--iihor Drains —X 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE_ FORCED F�Q�,AIR FURN. TIMBER BMS. COLS- STEAM x STEEL BMS- & COLS. HOT W T R OR VAPOR bVOOD RAFTERS AIR CONDITIONING IB3 ar F-,, S X RADIANT H'T G UNIT HEATERS 7 O. OF ROOMS GAS OIL B M'T 2td ELECTRIC 1st 3rd NO HEATING &416 APPLICATION FOR PERMIT T INORTH R, MASS. PAGL AP 4-4 e ' LOT T NO RECORD OF OWNERSHIP IDATEBOOK :PAGE sus Drv. LOT N0. I — F -OCATION PURPOSE OF BUILDING p - C NE S NAME - NCO. OF STORIES - SIZE 13 OWNER'S ADDRESS '� a ' BASEMENT OR SLAB.. � �-.�` _ A aC:HgTECT`S NAME. � �T-R SIZE OF FLOOR TIMBERS IST � 4 2ND 3RD BUILDE-R'§ NAmE SPAN - � � -�•'�� `L - -FJISSANL'£ TO NEAREST BUILDING �� � DJMENSIONS OF—� DISTANCE FROM STREET ZL' POSTS � DISTANCE FROM LOT LINES —SIDES `-�.-REAR I GIRDERS - AREA OF LOT 3 _ c FRONTAGE � _ _� HEIGHT OF FOUNDATION - `= THICKNESS �€ kg o IS BUILDING NEW - SIDE OF FOOTING ;3 x IS BUILDING ADDITION � MATERIAL OF CHIMNEY 15 BUILDING ALTERATION AID IS BUILDING ONE SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE � IS BUILDING CONNECTED TO TOWN WATER Aj — E BOARD OF APPEALS ACTION, IF ANY 15 BUILDING CONNECTED TO TOWN SEWE€8. IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTI NS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. EBLDG.. COST � PAGE t FILL OUT SECTIONS 9 3 EST. SLDG. COST PER 80. PT SAGE 2 FILL OUT SECTIONS F - 12 EST. BLDG. COST PER ROOMO SEPTIC PERMIT NO. ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR r' / DATE FILED BOARD OF HEALTH SIGNATURE, i RXQTNd k 1ZED AGENT FEE -f PLANNING BOARD PERMIT GRANTED AIDS GELECTMEm WILDING INSPECTOR BUILDING RECORD OCCUPANCY 12 SINGLE FAMILY I— CRIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTt FAMILY : ] aFFI 5 LOT LINES AND EXACT DIMEN51ONS OF BfJILDINGS. WITH PORCHES, GA- APARTMENTS RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION <-- 2 FOUNDATION I ;xi- 8 INTER R FINISH / C IA-' CONCRETE CONCRETE BL K. PINEBRICK OR STONE RARDW D PIERS f PLASTER _DRY VALL UNFIN 3 BASEMENT )t/ AREA FULL FIN B M T AREA % 4 FIN ATTIC AREA NLO 8 AA T FIRE PI-ACES HEAD ROOM MODERN KITCHEN 4 WALLS FLOORS CLAPBOARDS E 5 1 2 1 3 —3 -JI— DROP SIDING -CONCPElf �WOOD SHINGLES EARTH ASPHALT SIDING HARD")D ASBESTOS SIDING c VERT. SIDING _ _ASPH TILE_ STUCCO ON MA50NRY STUCCO ON FRAME BRICK ON MASONRY ATTIC STRS- & FLOOR—I— BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME SUPERIOR POOR P,:ogov a —H ADEQUATE HIN'OONl 5 ROOF 10 PLUMBING CALI, HIP BATH (3 FIX.) MANSARD TOILET Rio f2 FIX.1 FLATikiFl SHED WATER CLOSET ASPHALT SHINGLES LAVATORY WOOD SHING15 KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER ROLL ROOFING illMODERN FIXTURE5 TILE FLOOR A- TILE DADO 6 FRAMING I 91 HEATINo WOOD JOIST PIPELESS FJRNArE FORCED HOT AIR TURN. TIMBER BMS. &COLS. STEAM STEEL 8M5. & COLS. HOT W T R OR VAPOR WOOD RAFTERS -AIR OONDITICNING RADIANT HrT G UNIT HEATERS 7 No, OF ROOMS AS OIL B'M"T 2nd ELECTRIC 10 3rd N HEATING ­ .! NO. APPLICATION FOR 1 e TO BUILD -— NORTH ANDOVER, MASS. `>l AGrI .P �-4 . LOT NO RECORD F OWNERSHIP DATZ BOOK 'PAGE SUB DIV. LOT NO. POS OF IJI ING WI ootlf treet� cz r,= ir:r ro +�c` �@h Water Storage Tank OWNER'S NAME AT&T NO. OF STORIES SIZE OWNER'S ADDRESS l 00 Osgood Street BASEMENT OR SLAB slab i- .ARCHITECT`S NAME AT&T Resource .Management SIZE OF FLOOR TIMBERS IST ,..-- 2ND 3RO BUILDER'S NAME Perini Building Company, _..Inc i SPAN pgl DISTANCE T13 NEAREST BUILDING 01 DIMENSIONS OF SILLS N/A DISTANCE FROM STREET 7501 ,. ,. POSTS NSA DISTANCE FROM LOT LINES -SIDES 1100, REAR 1 00® ,. GIRDERS A AREA OF LOT 168 ac FRONTAGE �® HEIGHT OF FOUNDATION 11 e_ n THICKNESS 1 a_4- IS BUILDING NEW des SIZE OF FOOTING structural slab X IS BUILDING ADDITION noMATERIAL OF CHIMNEY --.. IS BUILDING ALTERATION no -_ -.-.- IS BUILDING ON SOLID OR FILLED LAND SC711£ WILL 13UILDING CONFORM TO REQUIREMENTS OF CODE L IS BUILDING CONNECTED TO TOWN W.ATE des e5, via other �lc� BOARD OF APPEALS ACTION, IF ANYN/A SS BUILDING CONNECTED TO TOWN SEWER - --. IS BUILDING CONNECTED TO NATURAL GAS LONE no INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST � C-> U L s- PAGE I FILL OUT SECTIONS I . 3 EST. BDG. COST PER Q. may'. 0 --- PAGE 2 FILL OUT SECTIONS I - 12 EST. BL.DG., COST PER ROOM -_- SEPTIC PERMIT NO. ELECTRIC METERS BUST BE ON OUTSIDE OF BUILDING - -_- 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILET]AN13 APPROVED BY BUILDING INSPECTOR DATE FILED ,dune ] 1992 BOARD OF HEALTH SIGNATURE OF OWNER OR AUTHORIZES AGENT } F E E ' PLANNING BOARD PERMIT GRANTED 19 t III BOARD OF SELECTMEN BUI TRIG INGPECTOR BUILDING RECORD 1 OCC u PA NCY 12 SINGLE FAMILY —,STORIES THIS SECTION MUST SHOW EXACT DI ENSIONSOFLOT AND DISTANCE FROM MULTI. FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS PAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT FLAN. CONSTRUCTION 2 FOUNDATION ! _ 8 INTERIOR FINISH See Attached Plot Plan CONCRETE d t 7 13 CONCRETE BL'K. PINEI See Dwgs. 1992-019--100 BRICK OR STONE HARDW D 1992-019-101 PIERS I PLASTER _DRY WALL 1992-019-700 J� _ _ UNF€N. $ BASEMENT AREA FULL FIN, E M'T AREA _ V, 1/1 '14 FIN. ATTIC AREA NO B M'T FIRE PLACES HEAD ROOM MODERN KITCHEN 4 WALLS FLOORS CLAPBOARDS B ! t 2 J DROP SIDING CONCRETE — WOOD SHINGLES EARTH _ !_� - ASPHALT SIDING HARD%'rD ASBESTOS SIDING ACOMrtnuN _ VERT. SIDING - ASPH. TILE � STUCCO ON MASONRY Cone X I_ STUCCO ON FRAME Slab -_ �41 BRICK ON MASONRY ATTIC STRS- & FLOOR _ BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME _ Reinf. Cone. SUPERIOR f—I POOR ADEQUATE 1 NONE 5 ROOF 10 PLUMBING GA I HIP BATH (3 FIX.)B — GAMBREL MANSA£.J TOILET RM, 12 FIX)— 'AT SHED WATER CLOSET ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER ROLL ROOFING MODERN FIXTURES _ ROO tO a TILE FLOOR Determined TILE DADO See Dw _ X 8 FRAMING II 11 HEATING WOOD JOIST I PIPE LESS FURNACE _ FORC_Eb HOT AIR Fl1RN, TIMBER EMS. &COLS. STEAM X - STEEL BMS. & COLS. _ HOT W'T-R OR VAPOR WOOD RAFTERS AIR CONDITIONING RADIANT H'T'G UNIT HEATERS _ 7 NO. OF ROOM$ GAS OIL 5 M'T Ii 21,6 ELECTRIC isI 13r0 NO HEATING Rat, a PER%fly° . ' 99 APPLICATION FOR PERMIT TO BUILD NORTH ANDOVER, MASS. A�,PAGE 1 MAP -'AO. LOT NO, 12 RECORD OF OWNERSHIP DATE BOOK I A E I v,=.'�t 4 E SUB DID'. LOT NO. 7-1 �® LOCATION PURPOSE OF BUILDING OWNER'S NAME O OF STORIES SIZE - , OWNER'S ADDRESS - -' `' OR SLAB � .� � A +-) A , ARCHITECT'S NAME / SIZE OFFLOOR TIMBERS iST Z D 3RD BUILDER'S NAME s SPAN DISTANCE TO NEAREST BUILDING � � � DIMENSIONS OF SILLS DISTANCE FROM STREET I�40 $ .. POSTS � DISTANCE FROM LOT LINES—SIDES � REAR g' � ,• GIRDERS ,AREA OF LOT l PRONTAGE HEIGHT OF FOUNDATION 'THICKNESS IS BUILDING NEW SIZE OF FOOTING 15 BUILDING ADDITION MATERIAL OF CHIMNEY . �---.... �A/ .. IS BUILDING ALTERATION 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 j IS BUILDING CONNECTED TO NAT'URA€.GAS LINE INSTRUCTIONS PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST 1 PAGE € FILL OUT SECTIONS S - 3 EST. BLDG. COST PER SQ. FT. PAGE 2 FILL OUT SECTIONS i - 82 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. EP.ECTRIC METERS MUST BE ON OUTSIDE OF BUILDING VED Y ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILETS AND APPROVED ABY BUILDING INSPECTOR DATE FILED BOARD OF HEALTH SIGNATURE OF OWNER O UT,- OR7ZED AGENT F E E a PLANNING BOARD f PERMIT GRANTED 0 T 14 — w _ -- Ole BOARD OF BELECTMEN __ Mom. 2 ,. t. d - su & -INSPECTOR BUILDING E # OCCUPANCY 1 t SINGLE FAMILY STORIES THIS SECTION UST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES OT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES, CA- APARTMENTS RAGES, ETC. SUPERIMPOSED. THIS REP CE$ PLOT PLAN, CONSTRUC f'ION FOUNDATION i 8 INTERIOR FINISH CONCRETE CONCRETE SL K. _ ' PINE ,. 0 ' l,-e 5)� ... 9 1, BRICK OR STONE HARD`V D PIERS PLASTER —_Is - - ` 3 BASEMENT AREA FULL 3 FIN. B M T AREA 'i. V, '>, FIN ATTIC AREA N6 E M T FIRE PLACES HEAD ROOM__. _ _ MODERN_KITCHEN { - _. Is. s § 4 MALLS k FLOOR$ CLAPBOARDS B 1 II DROP SITTING � CONCRETE I �� 3 — Wt30D SHINGLES ¢ EARTH ��—f— I ASPHALT SIDING _HjARDIV D _ ASBESTOS SIDING COMIACN VERT_ SIDING ASPH. TILE — STUCCO ON MASONRY STUCCO ON FRAME BRICK ON, ASONRY ATTIC STIRS. & FLOOR BRICK ON FRAME CONC, OR CINDER BILK. STONE ON MASONRY Wt#ING STONE ON FRAME A.Q€t]t70AT€ POOR I ROOF 10 PLUMBING GABLE HIP BATH (3 FIX.] GAMBREL _MANSARD TOILET RM. I2 FIX.) FLAT I SHED _ I WATER CLOSET ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING TAR F GRAVEL STALL SHOWER ROLL ROOFING MODERN FIXTURES ®_ �TILE FLOOR TILE_.DA.DO FRAMING II HFATImG WOOD JOIST NPELESS FURNACE FORCED HOT AIR FURN. _ TIMBER RMS. &COLS. STEAM --._ STEEL EMS. X COLS. HOT W T'R OR VAPOR WOOD RAFTERS .AIR CONDITIONING RADIANT H`T'G. . _..� UNIT HEATERS 7 NO, DF ROOMS GAS _.. OIL TstM T 3rd NO HEATING PERNfIT NO 4�� APPLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. PAGE d MAP 4-40, LOT NO. 2 RECORD OF OWNERSHIP DATE BOOK :PAGE ZONE SUB DIV. LOT No. I LOCATION 1600 Osgood Street mm _PURPOSE Or BUILDING Handicap Access Ramp OWNER'S NAME AT&T NO. OF STORIES 1 SIZE 75' X 6 ' OWNERS ADDRESS 1600 ^Osgood Street � BASEMENT OR SLAB Slab ARCHITr T'S NAME AT&T (Engineering) SIZE OF FLOOR TIMBERS IST - 2ND - 53RD BUILDERS NAME Perini Corporation SPAN DISTANCE TO NEAREST BUILDING Adjacent to Bldg. 20 DIMENSIONS OF SILLS _ ---- DISTANCE FROM STREET 400 f+ POSTS DISTANCE FROM LOT LINES- SIDES 1600 REAR 2000 ' GIRDERS - AREA OF LOT 168 acres FRONTAGE 44001 HEIGHT OF FOUNDATION var. 18" THICKNESS 611 IS BUILDING NEW SIZE OF FOOTING N/A C3 x IS BUILDING ADDITION - 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 no BOARD OF APPEALS ACTION. IF ANY N/A 7 IS BUILDING CONNECTED TO TOWN SEWER nn IS BUILDING CONNECTED TO NATURAL GAS LINE no INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST 4O PAGE i FILL OUT SECTIONS i - 3 EST. BLDG. COST PER SQ. Ff. 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 x � n DATE F BOARD OF HEALTH SIGNATURE OF O E R A HORIZE0 AGENT F E E PLANNING BOARD PERMIT GRANTED 19 BOARD OF SELECTMEN BUILDING INSPECTOR BUILDING RECORD i OCCUPANCY 12 SINGLE FAnnILY STORIES THFS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFlCEs LOT LINES AND EXACT DIMENSIONS OF BUILDINGS WITH PORCHES APARTMENTS �I 4- ___._ HANDI P RAGES, Erc, SUPERIMPOSED. rH15 REPLACES PLOT FLAN, CONSTRUCTION 2 FOUNDATION � B INTERIOR FINISH See AT&T Dwg. FPV 108827, Sheet 1 of 1 - Plot Plan CONCRETE :3 1 2 15 CONCRETE BF . PINE 6RICK OR STONE HARDWD PIERS _PLASTER �~ DRY WALL LINFIN. , �c 3 BASEMEI`;,T AREA FULL FIN. 8'M'T AREA _ '/� '/� FIN, ATTIC AREA _ NL)_LAA I FIRE PLACES HEAD ROOM MODERN KITCHEN 4 WALLS 9 FLOORS CLAPBOARDS E 11 2 i 3 DROP SIDING CONCRETE -x _ WOOD SHINGLES EARTH_ ASPHALT SIDING HAROW D �� ASBESTOS—SIDING _ COMMC:N— — VERT. SIDING ASPH. TILE ` STUCCO ON MASONRY STUCCO ON FRAME _ BRICK ON MASONRY ATTIC STRS. & FLOOR _ BR]�K ON FRAME CONC, OR CINDER ELK. STONE ON MASONRY WIRING STONE ON FRAME _ SUPERIOR ( ! POOR ADEQUATE € 1 NONE 5 ROOF 10 PLUMBING D I 5HED BATH {3 ". L HMANSA:J TOILET RM 12 FIX,I FLA — WATER CLOSET _ ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER RO{.L ROOFING MODERN FIXTURES TILE FLOOR TILE DADO NONE S FRAh41NG II 11 HEATING WOOD JOIST PIPFLFS5 FURNACE _ FORCED HOT AIR FURN_ TIMBER BMS. & COLS. STEAM STEEL 8MS. & COLS. _ HOT W'T'R OR VAPOR WOOD RAFTERS AIR CONDITIONING RADIANT H'T'G UNIT HEATERS 7 NoO OF ROOFS GAS OIL B'M T 2n6 ELECTRIC Ist 3rd NO HEATING X PERMIT NO. APPLICATION FOR PERMIT TO BUILD - NORTH ANDOVER, MASS. PAGE I MAP NO. LOT NO. 2 RECORD OF OWNERSHIP DATE BOOK ;PAGE ZONE SUB DIV. LOT NO, LOCATION PURPOSE OF BUILDING fc OWNER'S NAME NO. OF STORIES SIZE F -7 OWNER'S ADDRESS BASEMENT OR SLAB ARCHITECT'S NAME SIZE OF FLOOR TIMBERS I ST ZND 3RD BUILDER'S NAME SPAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS C DISTANCE FROM STREET POSTS 5-2--k -4-DISTANCE FROM LOT LINES SIDES REAR GIRDERS AREA:��7T FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS NEW E SIZE OF FOOTING x IS BUILDING ADDITION MATERIAL OF CHIMNEY IS BUILDING kLTERATION IS BUILDING ON SOLID OR FILLED LAND W[LL - CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER BOARD OF APPEALS ACTION, IF ANY IS BUILDING CONNECTED TO TOWN SEWER 15 BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST PAGE 1 FILL OUT SECTIONS 1 3 EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM PAGE 2 FILL OUT SECTIONS 1 12 SEPTIC PERMIT NO. ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS-jAMUSV'jSE FILED AND APPROVED BY BUILDING INSPECTOR X t-1 1 DATE!FILED_ ,=/- // - I� ) �' 0 -3 Lei, BOARD OF HEALTH SIGNA O`-YNER OR A TH IZE—DAGENT F E E PLANNING BOARD PERMIT GRANTED BOARD OF SELECTMEN BUILDING--INSPECTOR BUILDING RECORD I OCCUPANCY 12 SINGLE FAMILY I STORIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. F, F2_FFE�ES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- APARTMENTS 1-1 RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE 6 2 13 CONCRETE BL K. PINE BRICK OR STONE i HARDW D. PLASTER DRY WALL UNFITS 3 BASEMENT AREA FULL 1/' V, I/. FIN. ATTIC AREA NO 6 M T i-FARE PLACES HEAD ROOM I MODERN KITCHEN 4 WALLS 'q FLOORS CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE WOOD SHINGLES EARTH ASPHALT SIDING HARDVI 0 ASBESTOS SIDING VERT. SIDING ASPH. TILE STUCCO ON MASONRY STUCCO ON FRAME BRICK ON MASONR�Yj ATTIC STIRS. & FLOOR BRICK ON FRAME CONC. OR CINDER BILK. STONE ON MASONRY WIRING STONE ON FRAME SUPERIOR POOR —ADEQUATE 1— NONE 5 ROOF �j 10 PLUMBING GABLE J� HIP BATH 13 FIXJ GAMBREL MANSARD TOILET RM. (2 FIX.) FLAT SHED WATER CLOSET ASPHALT !;LIN G L ES LAVATORY WOOD SHINGES 1 KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SIOWER ROLL ROOFING MODERN FIXTURIES. TILE FLOOR _TILE DADO 6 FRAMING 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 GAS 7 NO. OF ROOM$ OIL B'NA'T 2,d I E L:E�C]T ERI C H_,dj_jrNO HEATIENG PERAUT NO. APPLICATION FOR PERMIT TO BUILD NORTH ANDOVER, MASS, PAGE, I MAP NO. LOT NO.. RECORD OF OWNERSHIP 1DATE BOOK 'PAGE ZONE U5 U5 DIV LOT NO. DIV LOCATION 1600 Osgood. Street PURPOSE OF BUILDING Waste Treatment Plant Addition OWNER'S NAME Western Electric Co. .. Inc. NO. OF STORIES 1 Dian Sole.ERYRemoval Tank- OWNER'S ADDRESS 195 BroadwaV, N.Y. ,N.Y. 10007 BASEMENT OR SLAB See Plans See Plans ARCHITECT'S NAME Western Electric Co. , Inc. E SIDE aF FLOOR TIMBERS IST 91 2ND T13RD BUILDER'S NAME !SPAN II 71 DISTANCE TO NEAREST BUILDING Attached DIMENSIONS OF SILLS DISTANCE FROM STREET Same POSTS IT it DISTANCE FROM LOT LINES-SIDES No Change 11AIVO Change GIRDERS It II AREA OF LOT Same FRONTAGE HEIGHT OF FOUNDATION II THICKNESS IT IS BUILDING NEW SIZE OF FOOTING IT x It IS BUILDING ADDITION Yes MATERIAL OF CHIMNEY None IS BUILDING ALTERATION 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 None 15 BUILDING CONNECTED TO TOWN SEWER No IS BUILDING CONNECTED TO NATURAL GAS LINE No INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG. COST $300,000.00 PAGE I FILL OUT SECTIONS I - 3 EST. BLDG. COST PER SQ. FT. PAGE 2 FILL OUT SECTIONS I - 12 - See Plans EST. BLDG. COST PER ROOM SEPTIC PERMIT NO. Not Required ELECTRIC METERS 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 4G Lu5-- -7�--�, BOARD OF HEALTH SIGNATURE 15WNER OR AUTHOW]ieD AGENT F E E PLANNING BOARD PERMIT GRANTED 9 BOARD OF SELECTMEN BUILDING INSPECTOR BUILDING RECORD 1 OCCUPANCY 12 SINGLE FAMILY iSFORIES THIS SECTION MUSTSHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES, GA- APARTMENTS I RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 2 FOUNDATION 8 INTERIOR FINISH CONCRETE 3 2 I3 CONCRETE BL'K. PINE BRICK OR STONE HARDW'D PIERS PLASTER DRY WALL _ UNFIN. 3 BASEMENT AREA FULL FIN. B'M'T' AREA _ FIN. ATTIC AREA NO B'M'T FIRE PLACES - HEAD ROOM MODERN KITCHEN 4 WALLS li 9 FLOORS CLAPBOARDS S ! 1 2 3 DROP SIDING CONCRETE �_ WOOD SHINGLES EARTH I ASPHALT SIDING HARDVJ'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 FRAMESUPERIOR_ AD EQ ATE f POOR . NONE $ 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 . SLATF NO PLUMBING TAR & GRAVEL STALL SHOWFR ROLL ROOFING MODERN FIXTURES _ TILE FLOOR _ TILE DADO 6 FRAMING 11 HEATING WOOD JOIST PIPELE5S FURNArE _ FORCED HOT AIR FURN. TIMBER BMS. &COLS. STEAM STEEL SN4S. & 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 !st 3rd NO HEATING — § � a PAGr LOT NO. 2 RECORD OF OWNERSHIP IDATE BOO :RAGE ZONE SUB DIV, LOT NO: .`` € 1600 0sciood Street -- _ PURPOSE OF BUILDING Chiller Buildinq Extension OE AT&T :gam, . OF STORIES C7I1e SIZE 21S.F. OWNERS ADDRESS 1600 V0 Osgood ®Street BASEMENT OR SLAB slab 77-� ARCHITECT'S 24AME: Dean Fucker Shaw. Inc. SIZE OF FLOOR TIMBERS IST A7 j7h 2ND 3RD BUILDER'S NAME Perini Building Ce �n�S n�' SPAN N/A LV�—.- [DISTANCE TO NEAREST BUILDING attached DIMENSIONS OF SILLS _ /A_.. gn� C e®s DISTANCE FROM STREET 1300+ L.F. p g{ ,. POSTS L� 12 x 5 beams DISTANCE FROM LOT LINES - SIDES 900� In 11EAR 8 0g,+ •, • CI RDERS B� 4 62 i1e{�. .�i AREA OF LOT l acres FRONTAGE 440i? ft.HEIGHT OF FOUNDATION 41-€111 THICKNESS 811 IS BUILDING NEW - SIZE OF FOOTING 1-011 7 a 5 1 -0111 15 BUILDING ADDITION `years MATERIAL. OF CHIMNEY 41 IS BUILDING ALTERATION yes fS BUILDING ON SOLID OR FILLED LAND solid W,LL BUILDING CONFORM TO REQUIREMENTS OF CODE ire IS BUILDING CONNECTED TO TOWN WATER yes BOARD OF APPEALS ACTION, IF ANY N/A F BUILDING CONNECTED TO TOWN SEA'ER .fie }7 IS BUILDING CONNECTED TO NATURAL GAS LINE no � iTR[JTi�3 PROPER INFORMATION � 4 '-- LAND COST --- SEE BOTH SIDES ,IS EST, BLDG. COST $200, 000 t PAGE I ALL OUT SECTIONS , EST. OLDGe COST PER GQ.. FT.$9 0 7 F - EST. BLDG-. CO PER R PAGE ? FILL OUT SECTIONS ! - 32 OOM SEPTIC. PERMIT NO. ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING -_ -- APPROVED Y ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE F LED 11 11/94 BOARD OFkFALTH SIGNATURE 6 - OR AUTHOPliliD �". f4T FEE960-3444 a , PLANNING BOARD PERMIT GRANTED _ �� ,_ 4 60-2400 r = O64RUN 32 --- BOARD OF SELECTMENT - 1. BUILDING INSPECTOR -� BUILDING RECORD OCCUPANCY 12 SINGLE FAMILY 5--OWIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTI. FAMILY---- .OFFICE--S LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA- LIARJMINTS -k z RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. X CONSTRUCTION 2 FOUNDATION J1 8 INTER R FINISH See attached Plot Plan CONCRETE 1 3 1 12 3 CONCRETE 8L K. BRICK OR STONE HARDW D tj — Reference Drawings: PIERS PLASTER_ DRY WAtt -XI AT&T Technologies, Inc. Netwrok Systems 3 BA5m7,77 --7 dated 09/13/94 . AREA FULL -FI-N. B M T AREA FP h'I, T/I 1 N ATTII AREA V 09000 Sheet I trough 6 NO 8 M T FIRE PLACES HEAD ROOM MODERN KITCHEN FPV 109001 6 Sheet I and 2 4 WALLS FLOM CLAPBOARDS B 1 2 3 DROP SIDING CONCRETE WOOD SHINGLES EARTH ASPHALT SIDING HARD%,D ASBESTOS SIDING COMM,0N i VERT. SIDING ASPH. TILE STUCCO ON MASONRY FRAME'ON 'ON STUCCO C C I�7 -�A RY ATTIC STRS & FLOOR BRICK ON FRAME CONC. OR CINDER ALK STONE ON MASONRY WIRING STONE ON FRAME insula SUPERIOR .�X� POOR JA ADEQUATE H bMe NONE­­ 5 ROOF 10 PLUMBING GABLE HIP BATH Q FIX I GAMBRELI MANSARD TOILET RM. [2 FIX,I FLAT �-SHED 0 WATER CLOSET ASPHALT SHINGLES LAVATORY WOOD SHINGES KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER ROLL ROOFING MODERN FIXTURES Di-olc y TILE FLOOR er LE DADO on 1--iihor Drains —X 6 FRAMING I 11 HEATING WOOD JOIST PIPELESS FURNACE_ FORCED F�Q�,AIR FURN. TIMBER BMS. COLS- STEAM x STEEL BMS- & COLS. HOT W T R OR VAPOR bVOOD RAFTERS AIR CONDITIONING IB3 ar F-,, S X RADIANT H'T G UNIT HEATERS 7 O. OF ROOMS GAS OIL B M'T 2td ELECTRIC 1st 3rd NO HEATING &416 APPLICATION FOR PERMIT T INORTH R, MASS. PAGL AP 4-4 e ' LOT T NO RECORD OF OWNERSHIP IDATEBOOK :PAGE sus Drv. LOT N0. I — F -OCATION PURPOSE OF BUILDING p - C NE S NAME - NCO. OF STORIES - SIZE 13 OWNER'S ADDRESS '� a ' BASEMENT OR SLAB.. � �-.�` _ A aC:HgTECT`S NAME. � �T-R SIZE OF FLOOR TIMBERS IST � 4 2ND 3RD BUILDE-R'§ NAmE SPAN - � � -�•'�� `L - -FJISSANL'£ TO NEAREST BUILDING �� � DJMENSIONS OF—� DISTANCE FROM STREET ZL' POSTS � DISTANCE FROM LOT LINES —SIDES `-�.-REAR I GIRDERS - AREA OF LOT 3 _ c FRONTAGE � _ _� HEIGHT OF FOUNDATION - `= THICKNESS �€ kg o IS BUILDING NEW - SIDE OF FOOTING ;3 x IS BUILDING ADDITION � MATERIAL OF CHIMNEY 15 BUILDING ALTERATION AID IS BUILDING ONE SOLID OR FILLED LAND WILL BUILDING CONFORM TO REQUIREMENTS OF CODE � IS BUILDING CONNECTED TO TOWN WATER Aj — E BOARD OF APPEALS ACTION, IF ANY 15 BUILDING CONNECTED TO TOWN SEWE€8. IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTI NS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. EBLDG.. COST � PAGE t FILL OUT SECTIONS 9 3 EST. SLDG. COST PER 80. PT SAGE 2 FILL OUT SECTIONS F - 12 EST. BLDG. COST PER ROOMO SEPTIC PERMIT NO. ELECTRIC METERS MUST BE ON OUTSIDE OF BUILDING APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR r' / DATE FILED BOARD OF HEALTH SIGNATURE, i RXQTNd k 1ZED AGENT FEE -f PLANNING BOARD PERMIT GRANTED AIDS GELECTMEm WILDING INSPECTOR BUILDING RECORD OCCUPANCY 12 SINGLE FAMILY I— CRIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM MULTt FAMILY : ] aFFI 5 LOT LINES AND EXACT DIMEN51ONS OF BfJILDINGS. WITH PORCHES, GA- APARTMENTS RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION <-- 2 FOUNDATION I ;xi- 8 INTER R FINISH / C IA-' CONCRETE CONCRETE BL K. PINEBRICK OR STONE RARDW D PIERS f PLASTER _DRY VALL UNFIN 3 BASEMENT )t/ AREA FULL FIN B M T AREA % 4 FIN ATTIC AREA NLO 8 AA T FIRE PI-ACES HEAD ROOM MODERN KITCHEN 4 WALLS FLOORS CLAPBOARDS E 5 1 2 1 3 —3 -JI— DROP SIDING -CONCPElf �WOOD SHINGLES EARTH ASPHALT SIDING HARD")D ASBESTOS SIDING c VERT. SIDING _ _ASPH TILE_ STUCCO ON MA50NRY STUCCO ON FRAME BRICK ON MASONRY ATTIC STRS- & FLOOR—I— BRICK ON FRAME CONC. OR CINDER BLK. STONE ON MASONRY WIRING STONE ON FRAME SUPERIOR POOR P,:ogov a —H ADEQUATE HIN'OONl 5 ROOF 10 PLUMBING CALI, HIP BATH (3 FIX.) MANSARD TOILET Rio f2 FIX.1 FLATikiFl SHED WATER CLOSET ASPHALT SHINGLES LAVATORY WOOD SHING15 KITCHEN SINK SLATE NO PLUMBING TAR & GRAVEL STALL SHOWER ROLL ROOFING illMODERN FIXTURE5 TILE FLOOR A- TILE DADO 6 FRAMING I 91 HEATINo WOOD JOIST PIPELESS FJRNArE FORCED HOT AIR TURN. TIMBER BMS. &COLS. STEAM STEEL 8M5. & COLS. HOT W T R OR VAPOR WOOD RAFTERS -AIR OONDITICNING RADIANT HrT G UNIT HEATERS 7 No, OF ROOMS AS OIL B'M"T 2nd ELECTRIC 10 3rd N HEATING PERMIT NO. /1Q APPLICATION FOR PERMIT TO BUIlLD********NOR'I'I-I ANDOVER, NIA NIAPN0- 03�" I.oTNa. 0017- 2. RE:C'URDOFO%v14l•.KSIIIP DATE BOOK PACE MINE S€IB DIV. LOT NO. LOCATION /�OD 0� PURPOSE OF BUILDING o N:\NIE T C G S C NO.OF STORIES v p SIZE OWNE:R'SADDRESS /� Q �+• BASENI ENT ORSLAI; ne / D�� y>r ARCIITTECT'SNAME CJ �» G �/ / SIZE OF FLOOR I•I]NIBERSL CZ Is, 2"' BUILDER'SNANIE 1' SPAN DISTANCE TO NEARESTUt;II,DING / DINIENSIONSOFSILLS DISTANCE FRONT STREE"C DINIENS€ONS OF POSTS DISTANCE FROM LOT LINES-SIIIESy?/In'tREAR g0ab f- DIMENSIONS OF GIRDERS /f -F- n AREAOFLOT /6O . -�C✓JFFF++RCCJJONTAGE L 1€EIGIITOFFOUNDATION THICKNESS IS BUILD ING NEW rr O SIZE OF FOOTING x ISBIIILDINGADDIT'ION `'1 MATERIAL OF CHININEY �> IS BUILDING ALTERATION ✓��^ IS BUILDING ON SOLID OR FILLED LAND ,Y WILL BUILDING CONFORM TO REQUIREMENTS OF CODE C IS BUILDING CONNECTED TO TOWN WATER 5 BOARD OF APPEALS ACTION, IF ANY G IS BUILDING CONNECTED TO TOWN SEWER h.� IS BUILDING CONNECTED TO NATURAL GAS LINE !A O INSTLICTIONS 3. PROPERTY INFORMATION LAND COST EST. BLDG.COST OJ? a PAGE 1 FILL OUT SECTIONS 1-3 EST.BLDG. COST PER SO. FT. EST. BLDG.COST PER ROOM ELECTRIC METERS NIUST BE ON OUTSIDE OF BUILDING SEPTIC PERMIT NO. alA ATTACIIED GARAGES MUSTCONFORNI TO STATE FIRE REGULATIONS 4. .APPROVED IIY: PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR BUILDINC INSPECTOR DATE FILED OWNERS TEL# L�/Q CONI R.TEL# 9Z9— C76 0— `0—& SIi:,I:II-UC2E OF U1CVI�VF.R OK AU"LI1012]"I.ED AGEN"1- ---- - FEE $ !I 75 00 y�. ILI.C.# r c Nl IT GRANTED Revisrd S/5199 ,1111 - NORTH TONM Of Andover 0 No. o = LA dover, Mass., M A9,e iA 27 elt=-R I O'?ATED P'?,\ BOA" OF HEALTH Food/Kitchen PERMIT T D septic system BUILDING INSPECTOR THIS CERTIFIES THAT UAeA'=-t3% ..i.-t-4c."ma4PA-i gS...� ....6.4t.4DA).4r ............. Foundation has permission to-uW- buildings on....... .... Rough . ................... t o b a o,c c u p i e d a s ft—lmi,A.7A.4,. . .. Chimney...... ........................ 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 PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STAkff� ELECTRICAL INSPEC'TOR 4 Rough ..........I............ag:p-) Service BUILDING INSPECTORFinal Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place an 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 Street No. SEE REVERSE SIDE Smoke Det. Weston Solutions,Inc. I Wall Sireet Manchester,New Hanil)shire 03101-1501 603-656-5400* Fax 603-656-5401 ...............IMM15 www.westonsolutions,corn 7 August 2008 Building Department Town of North Andover 16010 Osgood Street ',"4oi�t]iAndovei,, MassacliLisetts 011845 Re: Notice of Activity and Use Limitation Former Lucent Technologies Merrimack Valley Works 1600 Osgood Street North Andover, Massachusetts 01845 MassDEP RTN: 3-0174 To Whom It May Concern: The purpose of this letter is to inform you that on 31 July 2008, a Notice of Activity and Use Limitation (AUL), a copy of which is enclosed, was recorded with the North Essex County Registry of Deeds in Book 11271, Page 142, The AUL affects a portion of the foriner Lucent Technologies Merrimack Valley Works located at 1600 Osgood Street in North Andover, Massachusetts. It identifies certain activities and uses that are inconsistent with maintaining a condition of No Significant Risk at the subject property. Such activities and uses are so identified in order to prevent exposures to residual hazardous material- contaminated soil located in various areas of the property. The AUL identifies those activities and uses that are consistent with maintaining a condition of No Significant Risk and those obligations and conditions necessary to ensure that a condition of No Significant Risk continues to exist at the property for the foreseeable future. This public notification is being provided pursuant to the Massachusetts Contingency Plan, 310 Code of Massachusetts Regulations (CMR) 40.1090 and 310 CMR 40.1403(7)(a). If you have ally questions, please call ine or Jim Soukup at (603) 656-5400. Very truly yours, WEs'rON SOLUTIONS, INC. Frederick R. Symines, P.E. Project Manager FRS:knic Enclosure cc: J. Soukup, WESTON 0. Goldstein, Ozzy Properties M. Rosen, Devine Millimet F. Lilley, Golder G. Vierkant, Alcatel-Lucent G. Fisher, Alcatel Lucent an employee-owned company GAPROJECTW 1621039MI.WassDEP Subm41aRBu!16nq Dept Lekler.00C Form 1075 NOTICE OF ACTIVITY AND USE LIMITATION M.G.L. c. 21E, § 6 and 310 CMR 40.0000 Disposal Site Name: Former Merrimack Valley Works DEP Release Tracking No.(s): 3-0174, 3-21863, 3-23204, 3-25333 This Notice of Activity and Use Limitation ("Notice") is made as of this 29th day of July, 2008,by 1600 Osgood Street,LLC having a principal place of business at 3 Dundee Park,Andover, MA 01810, together with its successors and assigns (collectively"Owner"). WITNESSETH: WHEREAS, 1600 Osgood Street, LLC is the owner in fee simple of that certain parcel of land located in North Andover,Essex County,Massachusetts with the buildings and improvements thereon, pursuant to a deed recorded with the North Essex County Registry of Deeds in Book 8213 Page 272 as subdivided pursuant to a Plan recorded in the North Essex County Registry of Deeds as Plan No. 15396, with a portion thereof being conveyed pursuant to a Deed recorded at the North Essex County Registry of Deeds in Book 10590,Page 0007; as further subdivided pursuant to a Plan recorded in Essex North Registry of Deeds as Plan No. 15932, with a portion thereof conveyed pursuant to a Deed recorded in the North Essex County Registry of Deeds at Book 11180,Page 289; ,and as further subdivided pursuant to a Plan recorded in the North Essex County Registry of Deeds as Plan No. 15933,with a portion thereof conveyed pursuant to a Deed recorded in the North Essex County Registry of Deeds at Book 11180, Page 290; WHEREAS, said parcel of land, which is more particularly bounded and described in Exhibit A, attached hereto and made a part hereof("Property") is subject to this Notice of Activity and Use Limitation; WHEREAS, a portion of the Property("Portion of the Property")is subject to this Notice of Activity and Use Limitation. The Portion of the Property is more particularly bounded and described in Exhibit A-1, attached hereto and made a part hereof The Portion of the Property is shown on a plan recorded with the North Essex County Registry of Deeds as Plan No. 15939, and on a sketch plan attached hereto and filed herewith for registration; WHEREAS,the Portion of the Property comprises all of several disposal sites as the result of a release of oil and/or hazardous material. Exhibit B is a sketch plan showing the relationship of the Portion of the Property subject to this Notice of Activity and Use Limitation to the boundaries of said disposal site existing within the Iimits of the Property and to the extent such boundaries have been established. Exhibit B is attached hereto and made a part hereof; and. 'A WHEREAS, one or more response actions have been selected for the Disposal Site in accordance with M.G.L. c. 21E ("Chapter 21E") and the Massachusetts Contingency Plan, 310 CMR 40.0000 ("MCP"). Said response actions are based upon (a) the restriction of human access to and contact with oil and/or hazardous material in soil and/or groundwater and/or (b) the restriction of certain activities occurring in, on, through, over or under the Portion of the Property. The basis for such restrictions is set forth in an Activity and Use Limitation Opinion ("AUL Opinion"), dated 29 July 2008, (which is attached hereto as Exhibit C and made a part hereof); NOW,THEREFORE,notice is hereby given that the activity and use limitations set forth in said AUL Opinion are as follows: 1. Activities and Uses Consistent with the AUL Opinion. The AUL Opinion provides that a condition of No Significant Risk to health, safety, public welfare or the environment exists for any foreseeable period of time (pursuant to 310 CMR 40.0000) so long as any of the following activities and uses occur on the Portion of the Property: (i) Commercial,retail and industrial activities and uses including but not limited to vehicle parking and pedestrian and vehicular traffic; (ii) Landscaping activities and routine maintenance of landscaped areas that do not cause and/or result in direct contact with, disturbance of, and/or relocation of, contaminated soil, groundwater, and/or soil vapor currently located at the Disposal Sites; (iii) Excavation associated with emergency or short-term (three months or less) underground utility and/or construction work, provided it is conducted in accordance with a Sail Management Plan and a Health and Safety Plan in accordance with Obligations(i)and(ii)of this Notice;and involves the repair and/or replacement of the ground surface, exterior pavement, or building ground or sub floor with a comparable barrier immediately following completion of the work; (iv) Activities and uses that are not inconsistent with maintaining a level of No Significant Risk at the Portion of the Property; (v) Such other activities or uses which, in the Opinion of an LSP, shall present no greater risk of harm to health, safety, public welfare or the environment than the activities and uses set forth in this Paragraph; and (vi) Such other activities and uses not identified in Paragraph 2 as being Activities and Uses Inconsistent with the AUL. 2. Activities and Uses Inc,onsistent with the AUL O ip nion. Activities and uses which are inconsistent with the objectives of this Notice of Activity and Use Limitation,and which, if implemented at the Portion of the Property, may result in a significant risk of harm to health,safety,public welfare or the environment or in a substantial hazard, are as follows: (i) Use as a residence,school(as defined in the LSP Activity and Use Limitation Opinion in Exhibit Q,nursery,daycare,park,playground,or recreation area (as defined under 310 CMR 40.0000), and/or other such use at which a child's presence is likely on a continuous basis; (ii) Use for gardening or agriculture including cultivation of fruits and vegetables for human consumption; (iii) Activities and/or uses that are likely to involve the removal and/or disturbance of exterior pavements, surface soil, and/or building ground or sub-grade floors and /or the disturbance of the contaminated soil located immediately beneath these structures without prior development of a Soil Management Plan and a Health and Safety Plan in accordance with Obligation (i) and(ii) of this Notice; (iv) Relocation and/or reuse of any contaminated soil unless an LSP renders an Opinion that states that such relocation and/or reuse is consistent with maintaining a condition of No Significant Risk and with the provisions of 310 CMR 40,0030; and (v) Activities and/or uses that could reasonably be expected to cause physical.or chemical deterioration,breakage,or structural damage to a building slab,sub floor and/or exterior pavement thereby causing exposure to contaminated media that is inconsistent with a condition of No Significant Risk as defined by the risk characterization conducted in accordance with 310 CMR 40.0900. (vi) Activities and/or uses that could increase the potential for migration of organic vapors into the indoor air of buildings within the Portion of the Property unless an LSP renders an Opinion that such activities and/or uses will not be inconsistent with the exposure scenarios and conclusions of the risk assessmcnt, conducted in accordance with 310 CMR 40.0900, that is applicable to the specific area of work. 3. Obligations and Conditions Set Forth in the AUL Opinion. If applicable,obligations and/or conditions to be undertaken and/or maintained at the Portion of the Property to maintain a condition of No Significant Risk as set forth in the AUL Opinion shall include the following: (i) A Soil Management Plan,Release Abatement Measure Plan,Utility-Related Abatement Measure Plan, Phase IV Remedial Implementation Plan, or applicable other vehicle provided under 310 CMR 40.0000 must be prepared by an LSP and implemented prior to the commencement of any activity that is likely to disturb the contaminated soil located beneath the pavement or buildings within the Portion of the Property. The applicable Plan(s)must be prepared in accordance with the provisions of 310 CMR 40.0000,specifically the"Management Procedures for Remediation Waste"stipulated at 310 CMR 40.0030 and the guidelines discussed in the LSP Activity and Use Limitation Opinion attached hereto as Exhibit C; (ii) A Health and Safety Plan must be prepared and implemented in accordance with the guidelines discussed in the Activity and Use Limitation Opinion attached hereto as Exhibit C prior to the commencement of any activity that involves the removal and/or disturbance of any pavement or building ground or sub floor and/or is likely to disturb the underlying contaminated soil within the Portion of the Property; (iii) Building ground or sub grade floors in both existing and future buildings, existing and future exterior pavements, and/or any other means used for precluding contact with underlying contaminated soils must be constructed and maintained to ensure that underlying contaminated soils remain inaccessible; (iv) Prior to activities and/or uses that could increase the potential for migration of organic vapors into the indoor air of buildings within the Portion of the Property, an LSP must render an Opinion that these activities/uses are not inconsistent with the exposure scenarios and conclusions of the risk assessment, conducted in accordance with 310 CMR 40.0900, that is applicable to the specific area of work; and (v) New buildings or structures shall be designed and constructed with a vapor barrier or subslab venting system to prevent the migration of vapors from underlying contaminated soils or groundwater to the interior of the buildings or structures. The design of these barriers and subslab ventilation systems shall be approved by an LSP prior to construction. Any such barriers or systems shall be properly operated and maintained such that they continue to function as designed. 4. Proposed Changes in Activities and Uses. Any proposed changes in activities and uses at the Portion of the Property which may result in higher levels of exposure to oil and/or hazardous material than currently exist shall be evaluated by an LSP who shall render an Opinion,in accordance with 310 CMR 40.1080 et seq.,as to whether the proposed changes will present a significant risk of harm to health,safety,public welfare or the environment. Any and all requirements set forth in the Opinion to meet the objective of this Notice shall be satisfied before any such activity or use is commenced. 5. Violation of a Response Action Outcome. The activities,uses and/or exposures upon which this Notice is based shall not change at any time to cause a significant risk of harm to health, safety, public welfare, or the environment or to create substantial hazards due to exposure to oil and/or hazardous material without the prior evaluation by an LSP in accordance with 310 CMR 40.1080 et seq., and without additional response actions, if necessary, to achieve or maintain a condition of No Significant Risk or to eliminate substantial hazards. If the activities, uses, and/or exposures upon which this Notice is based change without the prior evaluation and additional response actions determined to be necessary by an LSP in accordance with 310 CMR 40.1080 et seq., the owner or operator of the Portion of the Property subject to this Notice at the time that the activities,uses and/or exposures change,shall comply with the requirements set forth in 310 CMR 40.0020. 6. Incolporation Into Deeds Mortizages, Leases and Instruments of Transfer. This Notice shall be incorporated either in full or by reference into all future deeds, easements, mortgages, leases, licenses, occupancy agreements or any other instrument of transfer, whereby an interest in and/or a right to use the Property or a portion thereof is conveyed. Owner hereby authorizes and consents to the filing and recordation and/or registration of this Notice,said Notice to become effective when executed under seal by the undersigned LSP,and recorded and/or registered with the appropriate Registry of Deeds and/or Land Registration Office. WITNESS the execution hereof under seal this day of ' � �` , 2008. By its Manager, as duly authorized Orit Goldstein, Manager 1600 Osgood Street, LLC. COMMONWEALTH OF MASSACHUSETTS Essex , ss tf `�`=' =` , 2008 On this # day of - �A 2008, before me, the undersigned notary public, personally appeared Orit Goldstein, proved to me through satisfactory evidence of identification, which were ,`"tol+.��'� r0 vlr�6 __, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that (he) (she) signed it voluntarily for its stated purpose. Ks SUZAN M. MOPFM NWotary Public Commonwealth of Massachusetts * My Commission Expires March 7, 2014 Notary Public The undersigned LSP hereby certifies that he executed the aforesaid Activity and Use Limitation Opinion attached hereto as Exhibit C and made a part hereof and that in his Opinion this Notice of Activity and Use Limitation is consistent with the terms set forth in said Activity and Use Limitation Opinion. Date: , "i '� J J la es' . Soukup, LSP COMMONWEALTH OF MASSACHUSETTS Essex , ss r'" !. 2008 On this f ' day of `,- 2008, before me, the undersigned notary public, personally appeared James Y. Soukup, proved to me through satisfactory evidence of identification, which were OVk �y;c- .1 ; �`�—�.w , to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. SUZAN M. MOPFW W Notary Public comr'nonyie-c#tit of PAus5achuseft My commission moires Notary P4blic Upon recording, return to: 1600 Osgood Street, LLC 1600 Osgood Street Suite 200 North Andover, MA 01845 r Form 1075 310 CMR 40.1099 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit A Legal Description of Entire Property (page 1 of 3) A certain tract or parcel of land situate in the Commonwealth of Massachusetts, County of Essex and Town of North Andover and located on the westerly side of Osgood Street being more particularly bounded and described as follows: Beginning at a granite bound on the westerly sideline of said Osgood Street at other land now or formerly of 1600 Osgood Street, LLC, said point being the southeast corner of the within described premises; Thence by said other land of 1600 Osgood Street, LLC, Inc. S68°32'45"W one thousand four hundred eighty-one and eighty-four hundredths (1,481.84) feet to a granite bound at land now or formerly of the Commonwealth of Massachusetts; Thence by land of said Commonwealth of Massachusetts N62°12'23"W seven hundred fifty-eight and ninety-eight hundredths (758.98) feet to a granite bound at other land now or formerly of the Commonwealth of Massachusetts; Thence by said other land of the Commonwealth of Massachusetts N43050'26"W one hundred seventy and five hundredths (170.05) feet to a granite bound; Thence continuing partly by said other land of the Commonwealth of Massachusetts and partly by land now or formerly of North Andover 2004, LLC NO1°29'29"E two hundred seventy- three and seventy-nine hundredths (273.79) feet to a granite bound; Thence continuing by land of said North Andover 2004, LLC N10°39'45"W sixty-nine and ninety-eight hundredths (69.98) feet to a granite bound; Thence continuing by land of said North Andover 2004, LLC N23°51'01"W one thousand three and eighty hundredths (1003,80) feet to a granite bound at land now or formerly of the Massachusetts Bay Transportation Authority(formerly Boston &Maine Railroad); Thence by land of said Massachusetts Bay Transportation Authority the following five (5) courses: N38°18'43"E seven hundred forty and ninety hundredths (740.90) feet to granite bound; Thence N43°10'14"E one hundred and thirty-six hundredths (100.36) feet to a point; Thence N37°09'59"E one hundred and two hundredths (100.02) feet to a point; Form 1075 310 CMR 40.1099 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit A Legal Description of Entire Property (page 2 of 3) Thence N34035'35"E one hundred and twenty-one hundredths (100.21) feet to a granite bound; Thence N38°18'43"E three hundred thirty-seven and sixteen hundredths (337.16) feet to a point at land now or formerly of Osgood Landing, LLC; Thence by land of said Osgood Landing, LLC the following four(4) courses: S13°45'07"E one hundred forty-four and sixty-six hundredths (144.66) feet to a point; Thence N76°15'01"E sixty-six and six hundredths (66.06) feet to a point; Thence N47°21'57"E eighteen and fifty-four hundredths (18.54) feet to a point; Thence N76°24'06"E three hundred three and no hundredths (303.00) feet to a point at other land of 1600 Osgood Street LLC; Thence by other land of said 1600 Osgood Street LLC S 13°45'07"E two hundred eighty and forty hundredths (280.40) feet to a point; Thence continuing by other land of said 1600 Osgood Street LLC N76°14'53"E nine hundred fifty-five and no hundredths (955.00) feet to a point on the westerly sideline of said Osgood Street; Thence along the westerly sideline of said Osgood Street the following seven (7) courses: S03011'18"E forty-four and sixty-nine hundredths (44.69) feet to a mass highway bound; Thence along a curve to the left 10°14'15", a radius of three thousand one hundred twelve and fifty-seven hundredths (3,112.57) feet and an arc length of five hundred fifty-six and fourteen hundredths (556.14) feet to a point; Thence S13°25'32"E six hundred forty-four and twenty-two hundredths (644.22) feet to a point; Thence S76°22'47"W fifteen and ten hundredths (15.10) feet to a lead plug with tack in the sidewalk; Thence S13°37'13"E four hundred fifty-seven and eighty-one hundredths (457.81) feet to a mass highway bound; Form 1075 310 CMR 40.1099 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit A Legal Description of Entire Property (page 3 of 3) Thence along a curve to the right having a central angle of 06°42'56", a radius of one thousand five hundred and no hundredths (1,500.00) feet and an are length of one hundred seventy-five and eighty-one hundredths (175.81) feet to a mass highway bound; Thence S01°12'17"W three hundred forty-five and twenty-four hundredths (325.24) feet to the point of beginning. Said tract or parcel of land contains 5,181,217 square feet or 118.945 acres more or less. Form 1075 310 CMR 40.1099 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit A-1 Written Legal Description AUL Area (page 1 of 2) A certain tract or parcel of land situate in the Commonwealth of Massachusetts, County of Essex and Town of North Andover on the westerly side of Osgood Street and shown as `ACTIVITY AND USE LIMITATION AREA' on a plan entitled `Plan of Land, Assessors Map 34 Lot 17, 1600 Osgood Street North Andover, Massachusetts Prepared for Weston Solutions'; Scale: 1"=160% Date: May 14, 2008 by MHF Design Consultants, Inc. and to be recorded at the North Essex County Registry of Deeds being more particularly bounded and described as follows: Beginning at a point at the southeast corner of Building 30 as shown on said plan, said point being N30°56'03"W nine hundred ninety-two and eighteen (992,18) feet fi-om a 6"x6"granite bound at the southeast corner of Map 34 Lot 17 as shown on said plan; Thence along the face of said Building 30 S76°22'20"W four hundred fifty-three and twenty-six hundredths (453.26) feet to a point; Thence S 13°48'52"E two hundred sixteen and seven hundredths (216.07) feet to an iron pin; Thence S76°38'19"W three hundred fifty-five and seventy-one hundredths (355.71) feet to an iron pin; Thence N74°50'53"W two hundred eighteen and fifty-four hundredths (218.54) feet to an iron pin; Thence N13'26'51"W seven hundred thirty--nine and forty-two hundredths (739.42) feet, partly along the face of Building 44 & 45, to an iron pin; Thence S76°33'11"W three hundred fifty-seven and two hundredths (357.02) feet to an iron pin; Thence N13°30'58"W four hundred twenty and three hundredths (420.03) feet to an iron pin; Thence along a curve to the right having a central angle of 50°51'50", a radius of one hundred eighty and no hundredths (180.00) feet and an arc length of one hundred fifty-nine and seventy-nine hundredths (159.79) feet to an iron pin; Form 1075 310 CM 40.1099 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit A-1 Written Legal Description AUL Area (page 2 of 2) Thence N37°20'52"E four hundred twenty-one and thirty-three hundredths (421.33) feet to an iron pin; Thence S13°2436"E two hundred eighty three and twelve hundredths (283.12) feet to an iron pin; Thence N75°54'24"E two hundred twenty-nine and five hundredths (229.05) feet to an iron pin; Thence S13°33'59"E three hundred twenty-two and seventy-eight hundredths (322.78) feet to an iron pin; Thence N76°2253"E seven hundred thirty-two and eight hundredths (732.08) feet to a point along the face of Building 21; Thence S13°37'40"E eight hundred fifty-one and ninety-nine hundredths (851.99) feet, partly along the face of said Building 30, to the point of beginning. Said tract or parcel of land contains 1,284,217 square feet or 29.482 acres more or less Form 1075 310 CMR 40.1099 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit B Sketch of Disposal Sites in Relation to the AUL Area (See Next Page) M:\Design\DwG\MVW\AUL\EXhHIEIT S.dwg, Layouts, 6/17/2008 2:55:21 PM, MURROT. 1.1 AUL BOUNDARY PROPERTY BOUNDARY GRAPHIC SCALE 20,woc Svm ekzm rc 500 250 0 250 500 APPROXIMATE SCALE IN FEET e� MAP 34, LOT 17 einc LII411T OF 3° g DISPOSAL SITE s, Eaoc BUILDING 48 AREA RTN 3.23204 ILDINC © 74 LIMIT OF HunnlnC>a 9UIlWHC BUILDM DISPOSAL SITE 1 as BUILDING 34 AREA �r ACTIVITY AND USE roc RTN 3.25333 41 LIMITATION AREA a 40 m 29.482 Ac.# euu_om�ao LIMIT OF DISPOSAL SITE Buunmc G� PMIB AREA g e ^ RTN 3.218G3 S c auuo1 p C C �`�� l O LIMIT OF DISPOSAL SITE g BUILDINGS 30 AND 70171 AREA RTN 3.0174 OSGOOD STREET (ROUTE 125) EXHIBIT "B" LIMITS OF DISPOSAL SITES i AUL FORM 1 O75 MANCHESTER � a • NEW HAMPS�IIRE DRAWN DATE DES. ENG. DATE W.O. N0. 1600 OSGOOD STREET A.J.M. 6/17/08 F.R.S. 6/17/08 11621.039.001 CHECKED DATE SCALE REVISION FIGURE NO. NORTH ANDOVER, MASSACHUSETTS F.R.S. 6/17/08 AS SHOWN 1 Form 1075 310 CMR 40,1099 Exhibit C--AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit C AUL Opinion In accordance with the requirements of 310 CMR 40.1074, this Activity and Use Limitation (AUL) Opinion has been prepared for the portion of the property at 1600 Osgood Street in North Andover (formerly known as the Merrimack Valley Works) that is the subject of an AUL (Portion of the Property). In addition to the primary address of 1600 Osgood Street, this AUL also applies to 1590, 1610, and 1636 Osgood Street; which are tenant addresses within the main parcel. The AUL will be recorded in the North Essex County Registry of Deeds. As of the date of this AUL Opinion, the Portion of the Property is located within an area zoned for commercial and industrial uses. Introduction The former Merrimack Valley Works is a 1,900,000 square-foot manufacturing facility that was located on 168 acres of land off of Osgood Street (Route 125) in North Andover. The original 168-acre property included approximately 115 acres that were historically used by Lucent Technologies Inc. and it predecessors for manufacturing operations. The remaining 53 acres included landscaped area and undeveloped woodlands, wetlands, and flood plain. The original 168 acres was subdivided by Plan dated May 15, 2006, recorded January 16, 2007 as Plan Number 15396, into two parcels; and was further subdivided pursuant to Plans dated March 13, 2008 and recorded at the North Essex Registry of Deeds as Plans No. 15932 and 15933 (accompanied by Deeds adjusting said lot line recorded in Book 11180, Pages 289 and 290 and Book 10590, Page 7). The parcel that is the subject of this AUL is a portion of Town of North Andover Assessors Map 34, Lot 17 (Lot 17), as shown on Plan No. 15932, and described in those Deeds set forth hereinabove. Lot 17 is 118.9 acres and encompasses the developed or industrial/commercial core of the original 168 acre property. There are currently more than 40 buildings/structures located on Lot 17 which comprised the industrial/commercial core of the former Lucent Merrimack Valley Works or facility. After its construction in 1956, the facility was used for manufacture of equipment and components for the telecommunications industry, Starting in 1995, manufacturing operations were scaled back significantly at the site. Lucent sold the property to 1600 Osgood Street, LLC in 2003. 1600 Osgood Street LLC manages the property and has since leased various portions of the site to other businesses. At this time the uses of the property are generally commercial with some light manufacturing. As additional tenant spaces are leased, tenants are expected to change to include some retail uses. For the foreseeable future, uses are expected to remain commercial and/or industrial with some retail uses. Future use of the site for residences and schools for grades 12 and under are inconsistent with the exposure scenarios included in the risk assessments that have been conducted to date for certain areas of the property. The street address used historically for this Site is 1600 Osgood Street. As new tenants are added to Lot 17 additional street addresses may be added. i E Form 1075 310 CMR 40,1099 Exhibit C—AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts The properties adjacent to the former Merrimack Valley Works are mainly used for industrial and commercial purposes. A few residential properties are also present near the far northeastern corner of the facility. A small, unnamed intermittent stream is located in the northwest portion of the property. The unnamed stream flows northward and discharges to the Merrimack River, which is located along the northern boundary of the property. Hazardous chemicals, predominately chlorinated solvents, such as trichloroethene (TCE) and 1,1,1-trichloroethane (111-TCA), and various metals were historically stored at the site and used in large quantities during the manufacturing process. These hazardous materials are no longer used or stored at the facility. As a result of historic spills at the facility, there are several areas of contaminated soil and groundwater within the former manufacturing areas of the Merrimack Valley Works. These areas are regulated under the Massachusetts Contingency Plan (MCP) under Release Tracking Numbers (RTNs) 3-0174, 3-21863, 3-23204 and 3-25333, which are discussed below. MCP Site History RTN 3-0174 Buildings 70/71 Buildings 70 and 71 are large multi-story warehouse/manufacturing buildings located near the center of the property. The area to the south of Building 70 (including the area beneath Building 71) had historically been the location of several large underground storage tanks and a pumping system used for the storage and transfer of solvents used in the manufacturing process at the Merrimack Valley Works. Releases associated with these tanks and the pumping system have resulted in significant contamination of soil and groundwater in this area. The primary contaminants are TCE, 111-TCA, and the degradation products of these chemicals such as 1,1- and 1,2-dichloroethene. Environmental investigations and remediation have been ongoing in this area since the late 1980s, when the tanks were removed and the contamination was first discovered. The investigations have included extensive soil, groundwater, and indoor air sampling. Remediation of this area has been ongoing since 1990. Initially a pump-and-treat system was installed in Building 51 to treat the downgradieni dissolved contaminant plume, Source area treatment commenced in 2002 when groundwater and soil vapor extraction and treatment were implemented. The source area treatment program was expanded in 2003 with implementation of in situ chemical oxidation (ISCO) The ISCO program included the installation of 160 injection wells within Buildings 70 and 71 and in the exterior area to the south. Several injections of sodium permanganate, a chemical that oxidizes and destroys groundwater contaminants, have been completed and a substantial reduction in contaminant concentrations has been observed. The injections will continue until the cleanup goals are reached. The soil vapor extraction (SVE) system continues to operate to remove volatile organic compounds (VOCs) in the contaminant source area and intercept vapors beneath the buildings. Prior to commencement of the ISCO program, a risk characterization was preformed to evaluate the risk to workers from VOCs in indoor air. The risk characterization Form 1075 310 CMR 40.1099 Exhibit C—AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts concluded that a condition of No Significant Risk existed for adult workers in Building 70/71 as long as the existing SVE system is operated with no extended downtime. It is anticipated that once the remediation activities have been completed, a revised risk characterization will be performed to confirm that a condition of No Significant Risk exists at the site without active subslab vapor removal. The exposure scenarios for the risk characterization will be based on future commercial and industrial uses of the site that are consistent with the AUL. After it is determined that a condition of No Significant Risk exists for all potential receptors, a Class A-3 Response Action Outcome Statement will be issued for the Disposal Site. RTN 3-0174 Building 34 Building 30 is the largest building at the Merrimack Valley Works. The building was used for manufacture and assembly of various telecommunications equipment, During decommissioning of the building following closure of the plant, it was found that solvents had been released to soil beneath the building through a floor drain in the former machine shop. Testing of soil and groundwater beneath the building confirmed that contamination, priniai-ily TCE, was present in this area. The contamination appears to be limited to the shallow sand aquifer and the unsaturated zone. The impacted area is estimated to be approximately 6,000 square ft. and is entirely located beneath the southeast corner of Building 30. Indoor air sampling indicated that soil vapors had migrated into the building through cracks and around foundation penetrations. Subsequent sealing of the cracks and penetrations have significantly reduced the concentrations of subsurface contaminants in indoor air. As a result of these findings, a remediation system was installed in 2002 that consisted of a series of SVE and air sparging wells designed to remove contamination from the unsaturated zone and from groundwater. As part of the ISCO program that commenced in 2003, injection of sodium permanganate was used instead of the air sparging system for treatment of the saturated zone. Several sodium permanganate injections have been performed and VOC concentrations in groundwater have decreased significantly. Furthermore, concentrations of VOCs in the air extracted from the vadose zone soil by the SVE system have also dropped, suggesting that remediation of the vadose zone soil is nearing completion. Prior to commencement of the ISCO program, a risk characterization was performed to evaluate the risk to workers from VOCs in indoor air. The risk characterization concluded that a condition of No Significant Risk existed for adult workers in Building 30 as long as the existing SVE system is operated with no extended downtime. It is anticipated that once the groundwater remediation has been completed, a revised risk characterization will be performed to confirm that a condition of No Significant Risk exists at the site without active subslab vapor removal. The exposure scenarios for the risk characterization will be based on future commercial and industrial uses of the site that are consistent with the AUL. After it is determined that a condition of No Significant Risk exists for all potential receptors, a Class A-3 Response Action Outcome Statement will be issued for the Disposal Site. Form 1075 310 CMR 40.1099 Exhibit C—AUL Opinion 1600 Osgood StreetlFormer Merrimack Valley Works North Andover, Massachusetts RTN 3-21863 Former Printed Wire Board PWB Shop The former PWB Shop was located in the basement level of the northern section of Building 30 and was used for the production of printed wire boards. This Disposal Site includes not only the former PWB Shop, but the adjacent area to the north (downgradient) and includes portions of several facility buildings, including the main manufacturing building (Building 30), the plant construction storage building (Building 35), modular office buildings (Building 22), and electrical substations (Buildings 47 and 54). In addition to the existing buildings, the PWB Area also encompasses a number of landscaped areas and paved walkways, parking lots, and driveways. A subsurface wastewater piping and utility corridor, which is also included as part of this Disposal Site is located adjacent to and beneath the paved walkway just north of Building 30. Environmental investigations commenced at the former PWB Shop in the early 1990s, shortly after the Shop was removed from service. In 2002, cyanide was detected in groundwater downgradient of the former PWB Shop at a concentration that exceeded the MCP Reportable Concentration. The disposal site is classified as Tier 1C under the MCP. The Phase II Comprehensive Site Assessment Report was submitted to MassDEP on 23 February 2005. The risk characterization included in the Phase II concluded that a condition of No Significant Risk exists for all current and reasonably foreseeable future uses of.the site, assuming that such uses would be restricted to commercial/industrial activities and children would be present infrequently. The report recommended that an Activity and Use Limitation be implemented to restrict future use to those activities consistent with the Risk Characterization and that a Class B-2 RAO Statement be issued for the Disposal Site. A Phase III Remedial Action Plan was prepared to assess the feasibility of achieving or approaching background, because hazardous materials were identified in soil, groundwater, and indoor air at the site, even though a condition of No Significant Risk was shown to exist. The Phase III was submitted to MassDEP on 9 August 2005 and concluded that the additional cost of cleaning up the site to background conditions was not justified because a condition of No Significant Risk already existed without implementation of remedial measures. It is anticipated that a Class B-2 Response Action Outcome Statement will be filed with MassDEP after this AUL has been recorded. E { RTN 3-23204 Building 48 Area The Building 48 Area is located near the northwest corner of the 115-acre manufacturing area of the Merrimack Valley Works and is comprised of Buildings 48 and 49 and the surrounding open areas. Both buildings were constructed in the mid-1980s. Prior to construction of the buildings, the area had been used for the interim storage of drums containing waste solvents and was referred to as the `Barrel Pad". A storage tank, known as the "waste flammable tank," was formerly located to the south of Building 48. The waste flammable tank was reportedly used to store larger volumes of used solvents prior to off-site disposal. The tank is believed to have been Form 1075 310 CMR 40.1099 Exhibit C—AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts a 3,000-gallon steel tank that was installed in 1971 and removed in the mid-1980s. Environmental investigations at Building 48 were initiated in 2003 as part of the sale of the Merrimack Valley Works property. Groundwater in the vicinity of Building 48 was found to contain various solvents at concentrations exceeding the MCP Reportable Concentrations and, therefore, a Release Notification Form was submitted to MassDEP on 10 September 2003. The disposal site was classified as Tier II, and the investigation and remediation of the Building 48 area has been conducted under the MCP. In response to the Release Notification Form, MassDEP assigned RTN 3-23204 to the release. A Phase I Initial Site Investigation was submitted to MassDEP along with a Numerical Ranking System Scoresheet and Tier Classification in February 2004. Based on the results of the Numerical Ranking System scoring of the Disposal Site, the Building 48 Area Disposal Site was classified as a Tier II Disposal Site, A Phase II Comprehensive Site Assessment was completed and submitted to MassDEP in June 2004. The Phase II included the installation and sampling of several groundwater monitoring wells and indoor air sampling. Chlorinated VOCs including TCE, PCE, and 111-TCA, and their breakdown products were found in soil, groundwater, and indoor air. The source of the VOCs is believed to have been spills related to filling and draining of the former waste flammable tank located south of Building 48. Soils located in the area of the former waste flammable tank and the Former Barrel Pad contain low concentrations of VOCs. A plume of contaminated groundwater extends north from the location of the former waste flammable tank towards the Merrimack River, and passes beneath Buildings 48 and 49. A strong upward vertical groundwater gradient is confining the contamination to the shallow overburden. Concentrations of VOCs are highest near the former tank source area to the south of Buildings 48 and 49. Only low concentrations of VOCs are found in the most downgradient monitoring wells located about 300 ft from the Merrimack River, confirming that the plume does not impact water quality in the river. Indoor air within Buildings 48 and 49 has been impacted at very low concentrations by VOCs that are present in groundwater. A comprehensive Method 3 Risk Characterization was prepared as part of the Phase II and concluded that a condition of No ,Significant Risk exists for current and foreseeable future uses of the site. The risk characterization assumed that the site would not be used for residential purposes and that small children would be present infrequently at the site, in accordance with the requirements of the AUL. It also assumed that site workers would not be routinely exposed to soil at the Disposal Site. A Phase III Remedial Action Plan was prepared to assess the feasibility of achieving or approaching background, because hazardous materials were identified in soil, groundwater, and indoor air at the site even though a condition of No Significant Risk was shown to exist. The Phase III was submitted to MassDEP in February 2005 and concluded that remedial actions were warranted to reduce VOC concentrations in groundwater beneath the existing buildings and in the source area adjacent to the former tank location in an effort to minimize the potential for VOCs to enter the buildings and impact indoor air quality. In situ chemical oxidation using Form 1075 310 CMR 40.1099 Exhibit C -AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts sodium permanganate was the selected remedial alternative for the Disposal Site. A Phase IV Remedy Implementation Plan was submitted to MassDEP in February 2005 and the selected remedy was implemented shortly thereafter. Three separate injections of sodium permanganate have been performed and the concentrations of VOCs in groundwater have been significantly reduced. Further injections may be needed to complete the remediation. It is anticipated that a Class A-3 Response Action Outcome statement will be filed for this Disposal Site once the groundwater remediation efforts are completed. RTN 3-25333 Building 34 Building 34 is a two-story structure located between the former PWB Shop and Building 48. It consists of a main building, a covered loading dock along the northern side, and a pole barn attached to the west side. The pole barn area had historically been used for the storage of hazardous waste materials from the manufacturing processes in other portions of the Merrimack Valley Works. The building foundation is a concrete slab with a thickness of approximately 8 inches. Building 34 was initially constructed in the 1960s and the pole barn was added in the raid 1980's. Environmental testing performed in June 2005 identified VOCs including PCE and petroleum hydrocarbons in soil beneath the concrete floor of the pole barn at concentrations exceeding the MCP Reportable Concentrations. A Release Notification Form was filed with MassDEP on 18 October 2005 and RTN 3-35333 was issued for the release. Subsequent investigations included additional soil sampling to determine the extent of the contamination as well as groundwater, soil gas, and indoor air sampling, The results of the investigations were used to prepare a Method 3 Risk Characterization. The risk characterization determined that a condition of No Significant Risk exists for all current and foresdeable future uses of the site that are consistent with the AUL. It is anticipated that a Class B-1 Response Action Outcome Statement will be filed with MassDEP in the near future. Risk Assessment Summary A Method 3 Risk Characterization was completed for each of the Disposal Sites at the Merrimack Valley Works. All of the risk characterizations, assumed that exposure to contaminated soil, groundwater and indoor air would be limited to long-term adult site workers (employees of businesses located on the property), construction workers performing temporary utility, landscaping or construction work, and adolescent visitor. It was assumed that children would be present infrequently and that there would be no residential or agricultural use of the property. The results of the various risk characterizations indicate that a condition of No Significant Risk exists at all of the Disposal Sites for current conditions, and that the condition of No Significant Risk will be maintained for future conditions provided that an AUL is placed on a Portion of the Form 1075 310 CMR 40.1099 Exhibit C —AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Property. It was determined that a single AUL would be implemented to cover all Disposal Sites at the Merrimack Valley Works for the following reasons: • The five Disposal Sites are all on the same parcel of land (Lot 17) and are located in close proximity to each other, • All Five of the Disposal Sites are related to the same manufacturing facility, • The areas between the Disposal Sites are also part of the manufacturing facility and were therefore potentially subject to the same uses and chemicals that resulted in the releases described above. For current and future conditions, a level of No Significant Risk was achieved because; 1. The portion of the property where the AUL will be implemented is currently used and will continue to be used solely for commercial and industrial purposes; 2. Cumulative receptor risks for construction worker, utility worker, and adolescent visitor are below the cumulative receptor risk limits established by the Massachusetts Department of Environmental Protection; 3. Concentrations in soil are below Upper Concentration Limits; 4. No risks to public safety or welfare are present; and 5. A Stage I Environmental Screening indicates a condition of No Significant Risk is present for environmental receptors. In addition, for future conditions a level of No Significant Risk will be maintained provided that: 1. Access to contaminated soils is prevented by buildings/pavement or 3 feet of clean soil; 2. There is compliance with the soil excavation and management provisions, and obligations of the AUL; 3. Residential, schools for kindergarten through 12'h grade, day care and recreational uses where children under 19 years of age could be present are not permitted (this means children will only be permitted in the portion of the site covered by the AUL as visitors, or customers of commercial enterprises (inclusive of retail or manufacturing activities) and that they cannot regularly occupy the area covered by the AUL); . 4. Use of the portion of the property covered by the AUL for growing of fruits and vegetables for human consumption is not permitted; and 5. An AUL is placed on the Disposal Site that maintains these conditions. Form 1075 310 CM 40.1099 Exhibit C—AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Evaluation of the exposure scenarios conducted as part of the risk characterization assumed that: • The on-site worker would be exposed 5 days per week, 260 days per year for a period of 25 years, • The construction worker would be exposed 5 days per week over a period of 6 months, • A utility worker for 1 day per year over a period of 20 years or 20 days in a single year, and • A landscaper for 2 days per week, 7 months per year over a period of 20 years. • An older child (7 to 18 years) would trespass 62 days per year. • Children less than 19 years of age would visit the facility for commercial uses but would have no contact with contaminated soil. Because unacceptable future risks could occur if current conditions were to change, the imposition of an AUL is appropriate in order to maintain a condition of No Significant Risk for reasonably foreseeable future uses. Currently, the reasonably foreseeable anticipated future use of the Portion of the Property is for commercial/industrial use. MCP Closure Documentation After the completion of field investigations, site conditions were evaluated to determine if a Permanent Solution could be reached. Based on the results of the site assessments, Method 3 Risk Characterizations were conducted that demonstrated a condition of No Significant Risk exists at the various Disposal Sites, provided an AUL is filed for the Disposal Site to control future uses. Response Action Outcome Statements will be filed for the individual Disposal Sites as discussed above following attainment of the cleanup objectives for those sites. t E Form 1075 310 CMR 40.1099 Exhibit C --AUL Opinion 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Obligations Obligations are placed on the Owner of the Portion of the Property if activities related to construction and utility work are conducted that disturb contaminated soils. The Disposal Site has localized elevated levels of VOCs and metals. These areas, if disturbed, are required to be managed in accordance with soil management and health and safety practices as specified by 310 CMR 40.0000 and the Obligations specified in this Notice of AUL. If future construction activities are anticipated related to soil excavation whereby contaminated soils will be excavated, disturbed or relocated the provisions of Paragraph 3. (i) and (ii) of this AUL will be followed. It is not the intent of this AUL to require that LSP oversight and monitoring in the AUL Area be required if such superficial activities such as pavement removal or replacement are initiated. The degree of oversight and monitoring will be specified in the Soil Management Plan and Health and Safety Plan, The AUL Area extends to portions of the disposal sites where there are no documented soil impacts above the groundwater table. Form 1075 310 CMR 40.1099 Exhibit D--t3WSC Form 113 and 113A 1600 Osgood Street/Former Merrimack Valley Works North Andover, Massachusetts Exhibit D Massachusetts Department of Enviroi}mental Protection Activity and Use Limitation Opinion Forin SWSC 113A (See Following Pages) Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSC113A ACTIVITY & USE LIMITATION (AUL) OPINION FORM Release Tracking Number Pursuant to 310 CMR 40.1056& 40.1070-40.1084(Subpart J) F A. DISPOSAL SITE LOCATION; 1. Disposal Site Name: PMR LUCENT TECHNOLOGIES MVW 2. Street Address: 116,00 OSGOOD ST 3. City/Town: INORTH ANDOVER 4. ZIP Code; 01845-0000 B. THIS FORM IS BEING USED TO: (check one) 0 1. Provide the LSP Opinion for a Notice of Activity and Use Limitation,pursuant to 310 CMR 40A074. 2. Provide the LSP Opinion for an Evaluation of Changes in Land Uses/Activities and/or Site Conditions after a Response C] Action Outcome Statement,pursuant to 310 CMR 40A080. Include BWSC113A as an attachment to BWSC113. Section A and C do not need to be completed. 3. Provide the LSP Opinion for an Amended Notice of Activity and Use Limitation,pursuant to 310 CMR 40.1081(4). 4. Provide the LSP Opinion for a Partial Termination of a Notice of Activity and Use Limitation,pursuant to 310 CMR 40.1083(3). 5. Provide the LSP Opinion for a Termination of a Notice of Activity and Use Limitation,pursuant to 310 CMR 40.1083(1)(d). [] 6. Provide the LSP Opinion for a Grant of Environmental Restriction,pursuant to 310 CMR 40.1071. 7. Provide the LSP Opinion for an Amendment of a Grant of Environmental Restriction, pursuant to 310 CMR 40.1081(3). [� 8. Provide the LSP Opinion for a Partial Release of a Grant of Environmental Restriction,pursuant to 310 CMR 40.1083(2). 9. Provide the LSP Opinion for a Release of a Grant of Environmental Restriction,pursuant to 310 CMR 40.1083(1)(c). l l 10. Provide the LSP Opinion for a Confirmatory Activity and Use Limitation,pursuant to 310 CMR 40.1085(4). E I € (Unless otherwise noted above, all sections of this form (BWSC113A) must be completely filled out, printed, stamped, signed with black ink and attached as an exhibit to the AUL Document to be recorded and/or registered with the Registry of Deeds and/or Land Registration Office.) i C. AUL INFORMATION: f [ 1. Is the address of the property subject to AUL different from the disposal site address listed above? [� a. No D b. Yes If yes,then fill out address section below. 2. Street Address: 3. CitylTown: 4. ZIP Code: Revised:06/2712003 Page 1 of 2 i t NA. Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup BWSCI13A ACTIVITY & USE LIMITATION (AUL) OPINION FORM Release Tracking Number Pursuant to 310 CMR 40A056& 40.1070-40.1084(Subpart J) E - 174 .L D. LSP SIGNATURE AND STAMP: I attest under the pains and penalties of perjury that I have personally examined and am familiar with this transmittal form, including any and all documents accompanying this submittal. In my professional opinion and judgment based upon application of(i)the standard of care in 309 CMR 4.02(1), (ii)the applicable provisions of 309 CMR 4.02(2)and(3), and 309 CMR4.03(2), and (iii)the provisions of 309 CMR 4.03(3),to the best of my knowledge, information and belief, > if Section B indicates that a Notice of Activity and Use Limitation is being registered and/or recorded,the Activity and Use Limitation that is the subject of this submittal(i)is being provided in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(ii)complies with 310 CMR 40,1074; > if Section B indicates that an Evaluation of Changes In Land Uses/Activitles and/or Site Conditions after Response Actlon Outcome Statement is being submitted,this evaluation was developed in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and(H)complies with 310 CMR 40.1080, > if Section B indicates that an Amended Notice of Activity and Use Limitation or Amendment to a Grant of Environmental Restriction is being registered and/or recorded,the Activity and Use Limitation that is the subject of this submittal(i)is being provided in accordance with the applicable provisions of M.G.L.c.21 E and 310 GMR 40.0000 and(ii)complies with 40.1081; > if Section B indicates that a Termination or a Partial Termination of a Notice of Activity and Use Limitation,or a Release or Partial Release of a Grant of Environmental Restriction is being registered and/or recorded,the Activity and Use Limitation that is the subject of this submittal(i)is being provided in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and 0i)complies with 310 CMR 40A083; > if Section B indicates that a Grant of Environmental Restriction is being registered and/or recorded,the Activity and Use Limitation that is the subject of this submittal(1)is being provided in accordance with the applicable provisions of M.G.L. c. 21 E and 310 CMR 40.0000 and(ii)complies with 310 CMR 40.1071; > if Section B indicates that a Confirmatory Activity and Use Limitation is being registered and/or recorded,the Activity and Use Limitation that is the subject of this submittal(i)is being provided in accordance with the applicable provisions of M.G.L.c.21 E and 310 CMR 40.0000 and(ii)complies with 310 CMR 40.1085(4); 1 am aware that significant penalties may result, including,but not limited to, possible fines and imprisonment,if I submit information which I know to be false, inaccurate or materially incomplete. 1. LSP##: 5888 2. First Name: .TAMES J 3, Last Name: ISOUKUP 4. Telephone: (603)656.5480 5. Ext.: g, FAX: 7. Signature: 8. Dale: rrfnildd/yf yY �- 9. LSP Stamp: OF Q4 .1AME$ J. M fiQUICUF' —� Revised: 06/27/2003 Page 2 of 2 1600 Osgood Street, LLC MANAGER' S CERTIFICATE OF INCUMBENCY VALIDITY AND NO ADVERSE CHANGE I, Orit Goldstein, duly elected manager of 1600 Osgood Street, LLC, a Massachusetts limited liability company, hereby certify that the Consent Action and Votes attached hereto were duly consented to by all of the Managers on July 29 , 2008 . I further certify that said Consent Actions and Votes are in accordance with law and the Operating Agreement and Certificate of Formation of the Company, and that said Consent Actions and Votes are presently in full force and effect and have not been adversely affected by any other Consent Action or Vote of the Company. I further certify that the following named persons are the present and current Managers of this Company. Manager: Orit Goldstein [E I further certify that the following named persons have been duly authorized by the Manager and Members to execute any and all other required documents in behalf of this corporation, and the signatures set forth opposite their respective names are E their respective and true signatures . S f -- Orit Goldstein r Manager E f Executed this 29th day of July, 2008 . 1600 Osgood Street, LLC By: Orit Goldstein Manager OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER Fit CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: Lucent Technologies Merrimack Valley lqorks-PHASE-III PROJECT LOCATION: 1600 Osgood St- - , N___An,dnjTPr , mA NAME OF BUILDING: Bldg. 70—first floor area B, Bldg.30 Second floor Area M,N,O,P,U NATURE1OF PROJECT: Interior RENOVATIONS IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, 1, Alfred j. Spagnolo, AIA REGISTRATION NO. 5082 BEING A REGISTERED PROFESSIONAL ENGINEERIARCHtTECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ARCHITECTURAL 0 x934Rt_K)qKjM6;Lx0 X*1,GffAjgvQnx 0 E11MR11twE 0 ar*FE*?CfSPEO"fxx 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 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, OAF? s 3. Be present at intervals appropriate to the stage of construction to become, generally familiar a a' 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. 0 fISTON, PURSUANT TO SECTION 116,2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT S. TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. SIGNAJURE SUBSCRIBED AND SWORM TO BEFORE NIE THIS Q DAY OF 20 0 NOTARY PUBLIC CONUMSSION EXPIRES Joelle P, Siook Notary Public My commission ExpjrAWI December ia,2009 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: Lucent Technologies Merrimack Valley Works—Phase III PROJECTLOCATION: 1600 Osgood St,N. Andover,MA NAME OF BUILDING: Buildinm 70—First Floor Area B,Bldg 30 Second Floor—Area M N 0�PU NATURE OF PROJECT: Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, 1,Alfred J.Melchionda REGISTRATION NO 34857. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITW—T 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 OTHER(SPECIFY)X Plumbing FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOW LEGS,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 1,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 2,1, OR MY AUTHORIZED REPRESENTATIVE SHALL SUBMIT WEEKLY,A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR.UP ION OF THE WORK,1,OR MY AUTHORIZED REPRESENTATIVE SHALL SUBMIT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJEC AL MELM-inNDA PLUMBNG N SIGNAff URY o NW34657 Q NN sr SUBSCRIBED AND SWORM TO BEF h DAY OF March2004 NOTARY PUBLIC MY COMMISSION EXPIRES-5/18/08 AC OX 4ky OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: Lucent Technolopaies Merrimack Valle Works—Phase III PROJECTLO CATION: 1600 Osp-ood St,N.Andover,MA NAME OF BUILDING: Building 70—First Floor Area B,Bldg,..30_Second Floor—Area M,NO,P,U— NATURE OF PROJECT:Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE,1,Bruce D.Swanton REGISTRATION NO 35501. BEING A REGISTERED PROFESSIONAL ENGINEER/ARGHITECI-I HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS,COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL e 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 1, 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 .2,1,OR MY AUTHORIZED REPRESENTATIVE SHALL SUBMIT WEEKLY,A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORT ANDOVER BUILDING INSPECTOR,UPON COMPLETION OF THE,WORK,1,OR MY AUT A� ") REPRESENTATIVE SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY CO AND READINESS OF THE PROJECT FOR OCCUPANCY, 0AL SIGNATURE 3y"M oilqo ,,,,%�,RRJ,�iBED AND SWORM TO BEFORE ME THIS 26th DAY OF March,2004 A LIC MY COMMISSION EXPIRES-5/1�/08 ep%-V tv Vie- a 1, L OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: Lucent Technologies Merrimack Valley Works—Phase III PROJECTLOCATION: 1600 Osgood St,N.Andover,MA NAME OF BUILDING. Building 70—First Floor Area B,Bldg 30 Second Floor—Area M lei,O,P,U NATURE OF PROJECT:Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE,1, Domenic Ciolino REGISTRATION NO 41630. BEING A REGISTERED PROFESSIONAL ENGINEER!AR4Q4"-EGff 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 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 1,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 .2,1, OR MY AUTHORIZED REPRESENTATIVE SHALL SUBMIT WEEKLY,A PROGRESS REPORT TOGETHER WITH PERTINEN";9 Q_�4WNTS TO THE NORTH ANDOVER BUILDING INSPECT INSPECTORJPN COMPLETION OF,; MY AUTHORIZED S REPRES 'NTATI SH 'S TX INAL REPORT A TI f,10RY COMPLETION OF AND Ix�A J CfFOR OCCUPANCY. V V z" SUBSCRIBED AND SWORM TO BEFORE ME THIS 26th DAY r I NN x\ o NOTARY PUBLIC MY COMMISSION EXPIRES-5/12/08 110 194C lu Ry p, OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: PROJECT TITLE: Lucent Technologies Merrimack.Valley Works—Phase III PROJECTLOCATION: 1600.0sgood St.N.Andover,MA NAME OF'BUILDING: Building 70—First Floor Area B, 131dj-,30 Second Floor—Area M,N,O,PU NATURE OF PROJECT:Renovations IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE,1, Thomas M.Wisnaskas REGISTRATION NO 41859, BEING A REGISTERED PROFESSIONAL ENGINEER/AR 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, 1, OR MY AUTHORIZED PRESENTATIVE SHALL SUBMIT WEEKLY,A PROGRESS REPORT TOGETHER WITH P MMENTS TO THE NORTH ANDOVER BUILDING INSPECTOR.UPON COMPI, K,1, OR MY AUTHORIZED REPRESENTATIVE SHALL SUBMIT A FINAL RE ati SFACTORY COMPLETION AND READINESS OF THE PROJE FOR OCCUP' -WISNASKAS C:) MECHANICAL C) -P No,4185S) 6 SIGNATURE "o- /ST A 000%164� SUBSCRIBED AND SWORM TO BEFORE ME THIS 26th 00 CJ .410 NOTARY PUBLIC MY COMMISSION EXPIRES-5/lf/08 Weston Solutions,Inc. Suite 100 45 Constitution Avenue s Concord,NH 03301 Uq)s14CSfl; , www.westonsolubons.com 19 September 2013 Board of Health Town of North.Andover 1600 Osgood Street Building 20; Suite 2-36 North Andover, Massachusetts 01845 toad Re: Tier I Permit.Extension Former 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 September 23, 2013 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 September 25, 2013. MassDEP last issued a Tier I permit extension for this site on November 5, 2011. This notice is made pursuant to 310 CMR 40.1.403. 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, >r Frederick R. Symmes, P.E. Project Manager FRS:kmc I cc: G. Fisher, Alcatel-Lucent GAPRCJECTS41162163Muilding_70 71kMassDEP Permits\permNt_extensiee&1ee-2013kBOH Ielter.dacx NOTICE OF APPLICATION FOR TIER I PERMIT EXTENSION FORMER LUCENT TECHNOLOGIES MERRIMACK VALLEY WORKS 1600 OSGOOD STREET, NORTH ANDOVER, MASSACHUSETTS RELEASE TRACKING NUMBER 3-00174 PERMIT NUMBER W016340 A release of oil and/or hazardous materials has occurred at this location, which is a disposal site as defined by M.G.L. c. 21 E, § 2 and the Massachusetts Contingency Plan, 310 CMR 40.0000. On March 8, 2000, the Department of Environmental Protection (MassDEP) issued a Tier IB Permit for Comprehensive Response Actions at the site. On October 2, 2013, Alcatel-Lucent USA intends to file an Application for a Tier 1 Permit Extension with MassDEP pursuant to 310 CMR 40.0703 and 40.0706. This Application will seek to extend the permit for this site from November 5, 2013 to November 5, 2015 based upon the following rationale: Additional remedial actions are needed before a permanent solution can be achieved. Ongoing remedial actions at the site include: • Building 70/71 in situ chemical oxidation, • Groundwater and indoor air monitoring to verify attainment of cleanup objectives. Anyone interested in reviewing the Application for a Tier I Permit Extension should contact Fred Symmes, Weston Solutions, Inc., 45 Constitution Ave., Concord, NH, 03301 at 603-656-5412 to request a copy of the Application. Written comments related to this Application must be submitted within 20 days of the publication of this notice to: (1) MassDEP Northeast Region, 205B Lowell Street, Wilmington, MA, 01887 by mail or by hand delivery during normal business hours; and (2) Fred Symmes, Weston Solutions, Inc., 45 Constitution Ave, Concord, NH, 03301. Failure to provide written comments as set forth herein may affect your right, if any, to challenge MassDEP's permit decision. The Application and the disposal site file can be reviewed at MassDEP Northeast Region, 205E Lowell Street, Wilmington, MA, 01887, 978-694-3200. Additional public involvement opportunities are available under 310 CMR 40.1403(9) and 310 CMR 40.1404. 1 FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from Boards,and.Departments having jurisdiction have been obtained. 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Marley Order#168525 Issue/Revised Date; March 6,2001 ITEM Item Scheduled Percent Complete Previous Current Retention Amount Retention NO. Description Value(S) Complete to Date(S) Amount($) Amount($) @ 5%($) Due(S) Due{$) 1 2 1 x2 = 3 4 3 - 4 = 5 51 x 0,05 [61 151- 6 = 7 3X0.1- 8 1 Advance Payment 0 100% 0 0 0 0 0 0 2 Material Delivery a Structure 48,a50 0% 0 0 0 0 0 0 b Decking/Partitions/Louvers 13,700 0% 0 0 0 0 0 0 c Stairs/General Access 27,900 0% 0 0 0 0 0 0 d Fill 22,500 0% 0 0 0 0 0 0 e Eliminators 3,100 0% 0 0 0 0 0 0 f Distribution System 8,500 0% 0 0 0 0 0 0 g Mechanical Equipment 32,100 0% 0 0 0 0 0 0 h Fan Cylinders 18,300 0% 0 0 0 0 0 0 i Casing 13,600 0% 0 0 0 0 0 0 j 0 0% 0 0 0 0 0 0 k 0 0% 0 0 0 0 0 0 I 0 01% 0 0 0 0 0 0 Materials Sub-Totals $188,550 0% 0 0 0 0 0 0 3 Instaliation Labor a Structure 18,600 0% 0 0 0 0 0 0 b Decking/Partitions Louvers 10,100 0% 0 0 0 0 0 0 c Stairs/General Access 17,500 0% 0 0 0 0 0 0 d Fill 6,900 0% 0 0 0 0 0 0 e Eliminators 1,800 0% 0 0 0 0 0 0 f Distribution System 4,900 0% 0 0 0 0 0 0 g Mechanical Equipment 7,300 0% 0 0 0 0 0 0 h Fan Cylinders 8,600 0% 0 0 0 0 0 0 1 Casing 23,251 0% 0 0 0 0 0 0 j Mobilization 15,000 0% 0 0 0 0 0 0 k Demobilization 1,400 0% 0 0 0 0 0 0 1 0 0% 0 0 0 0 0 0 m 0 0% 0 0 0 0 0 0 n 0 0% 0 0 0 0 0 0 Labor Sub-Totals $115,251 0% $0 $0 $0 $0 $0 0 4 CONTRACT TOTAL $303,801 0% $0 $0 $0 $0 $0 $0 (Updated value for Column 4 should equal the computed value for Column 3 from the previous month) ......... .......... *"*The Marley Cooling Tower Company*** Shutdown Weights (Pounds)(lncludes 30 psf Fan Deck Snow toad) for a Tower Model F434-6.0-03 Lucent Technologies, Inc. Order#168525 North Andover, Mass. 7 September 2000 W H Ford FACE-D- Rev. 2 Bent Type 2 1 1 2 Sent Type Endwall 840 1350 1350 840 Endwall T2 1340 1530 1530 1370 T2 T3 1070 1720 1720 1210 T3 T4 1310 1870 1870 1310 T4 Partition 1300 2430 2430 1300 Partition T2 1340 1530 1530 1370 T2 T3 1070 1720 1720 1210 T3 T4 1310 1870 1870 1310 T4 Partition 1300 2860 2860 1300 Partition T2 1340 1960 1960 1370 T2 T3 1070 1720 1720 1210 T3 T4 1310 1440 1440 1310 T4 Endwall 840 1350 1350 840 Endwall Bent Type 2 1 1 2 Bent Type FACE-B- . Tower Shutdown Weight = 78,090 Pounds Heaviest Load Point 2,860 Pounds EN 0 ~ * "9732 • }�4 rrri 0/ Jlrhi l-t•~�~ i CHARD fib,, N. AL *' The Marley Cooling Tower Company*" Operating Weights (Pounds) for a Tower Model F434-6.0-03 Lucent Technologies, Inc. Order#168525 North Andover, Mass. 14 August 2000 W H Ford FACE-D- Rev. 1 -Bent Type 2 1 1 2 Bent Type Endwall 750 1140 1140 750 Endwall T2 1150 1740 1740 1150 T2 T3 1240 2860 2860 1420 T3 T4 1240 2430 2430 1320 T4 Partition 1090 1980 1980 1090 Partition T2 1150 1740 1740 1150 T2 T3 1240 2860 2860 1420 T3 T4 1240 2430 2430 1320 T4 Partition 1090 2410 2410 1090 Partition T2 1150 2170 2170 1150 T2 T3 1240 2860 2860 1420 T3 T4 1240 2000 2000 1320 T4 Endwall 750 1140 1140 750 Endwall Bent Type 2 1 1 2 Bent Type FACE-B- Tower Operating Weight = 85,440 Pounds Heaviest Load Point= 2,860 Pounds 5tttikkiklflltll ��/+,++ t e s O / • �� 3� RICHARD G E. �s t i SCc?GLANO 74 f The Marley Cooling Tower Company*** Shutdown Weights (Pounds) for a Tower Model F434-6.0-03 Lucent Technologies, Inc. Order#168525 North Andover, Mass. 14 August 2000 W H Ford FACE -D- Rev. 1 Bent Type 2 1 1 - 2 Bent Type Endwall 570 810 810 570 Endwall T2 820 1100 1100 820 T2 T3 850 1720 1720 980 T3 T4 850 1620 1620 880 T4 Partition 760 1350 1350 760 Partition T2 820 1100 1100 820 T2 T3 850 1720 1720 980 T3 T4 850 1620 1620 880 T4 Partition 760 1780 1780. 760 Partition T2 820 1530 1530 820 T2 T3 850 1720 1720 980 T3 T4 850 1190 1190 880 T4 Endwall 570 810 810 570 Endwall Bent Type 2 1 1 2 Bent Type FACE-B- Tower Shutdown Weight= 57,060 Pounds Heaviest Load Point= 1,780 Pounds ,```��s�tffifiaf7lt!)JJJJ :ek JCMA s� 77 2 .� 2 773 773� . 586� 374�� 1733 1127 737 35� 966 633 519 8 403 264 5865 0 o a a CD C) CD oCU TOWER MODEL F434-6,0-03 TRANSVERSE BENT T 2 AND T4 Lucent Technologies, Inc. North Andover, Mass. Order #1685R5 07-18--2000 Bill Forst 110 MPH ASCE WIND LOAD, EXPOSURE C ALL FORCES ARE IN POUNDS NOTE - REFER TO SCHEMATIC AND BASIN DRAWINGS FOR DIMENSI❑NS AND ANCHOR LOCATIONS %%� titin lets: IfJ�J�, t, Oc�rt . _i _ 9732 . ' 27742 ' A • r-'t °�� i ;J r�L ial�{4� ^"i= ��� /�/�_••Ir:F:�7r�.r'r.\\,tip. Uf �;, /�.�` 4 cS a •r _`\Y�7 .1030 1030 391 249 167� 751 491 291� 645 421 3982 268 175 4426-� -- > 213 0 0 Fil n m I m CV m TOWER MODEL F434-6,0-03 TRANSVERSE BENT T3 Lucent Technologies, Inc. North Andover, Mass. Order #168525 07-18-2000 Bill Ford 110 MPH ASCE WIND LOAD, EXPOSURE C ALL FORCES ARE IN POUNDS NOTE - REFER TO SCHEMATIC AND BASIN DRAWINGS FOR DIMENSIONS AND ANCHOR LOCATIONS Ift :.J COLA v N • S �7f V Z • 27742 c1 •P•JJ• \ ,ti i 1299� z z � 1288 3 3 � T3 T4 d T2 T3 T4 w La T2 149 586 2024 y 1127 295 s _ y 3447 y 1100 28 4836 130 .� 495 130 546—� . P— M M CU In CU Ou n (r ft1 r- r CJ� TOWER MODEL F434-6.0W-03 LONGITUDINAL BENT 1 Lucent Technologies, Inc. North Andover, Mass. Order ##168525 07-18-2000 Bill Ford 110 MPH ASCE WIND LOAD, EXPOSURE C ALL FORCES ARE IN POUNDS NOTE - REFER TO SCHEMATIC AND BASIN DRAWINGS FOR DIMENSIONS AND ANCHOR LOCATIONS: ,i`1111•`1v1a1f�Ifflif rrr ,tom_�• e d i .` o3 a Y ' '( SCOGCAN NSPN , ARRANGEMEN DIAGONAL T � a� Lucent Technologies, INC. 00#: 168525 Merrimack Valley Works Revision: 0 North Andover,MA Date: 9/7/00 AS SOLD PAGE The Marley Cooling Tower Company of Overland Park, Kansas is furnishing one (1) Class F400 Fiberglass counterflo«-tower, Model F434-6.0-03 designed to cool 7500 gpm of water from 110 °F to 85 OF at an entering wet bulb of 78 OF, consisting of. Engineering • Internal component and mechanical equipment loads • General arrangement and component installation drawings • Engineering design of the structure Material • Structure -Fire Retardant Pultruded Fiber Reinforced Polyester • Fan Deck- Fire Retardant Pultruded Fiber Reinforced Polyester • Anchor Castings -316 Stainless Steel • Film Fill Packs -PVC • Drift Eliminators - PVC • Internal Hot Water Distribution System-RTR/PVCfPolypropylene • Mechanical Equipment Supports -HDG Steel • Motors—Toshiba 50 HP,TEFC 1800 RPM, 1.15 SF, w/SP H IR, (for Vari-Freq-Drive), 3/60/460v • Geareducers -Series 22.3 • Fans -Model 168HP7-6 • Drive Shafts - 6Q CL IV • Vibration Switches -Metrix Model 5550-111-01 • Low Oil Level Switches -Robertshaw Model 318 Level Tek • Extended Geareducer Vent Lines -304 Stainless Steel • Fan Cylinders -Fire Retardant Glass Reinforced Polyester • Casing—Special Color Fire Retardant Pultruded fiber Reinforced Polyester. • Wind Baffles - 8 oz. Fire retardant Glass Reinforced Polyester • Cell Partitions - 8 oz. Fire retardant Glass Reinforced Polyester • Hardware-- (Bolts, Nuts &Washers) - 316 Stainless Steel _ • Fan Deck Access - Stairway- Fr. FRP &Fr. FRP End Wall Ladder &Csge • Internal Access -Fan Deck Hatch w/Ladder to Fill • Wind Load -Per ASCE 7-95 for Zone 3 Exp C • Seismic Load-PER BOCA/1996 - • Cold Water Basin Anchor Bolts - 316 Stainless Steel • Lightning Protection-By Others • Fire Protection System -By Others Labor • Supervision &Installation Labor • Unloading and Sorting • Hoisting �jMarley Coaling Tower A United Dominion Company Proposal Page-Page 1 of 2 Lucent Technologies,INC. 00#: 168525 Merrimack Valley Works Revision: 0 North Andover,MA Date: 9/7/00 • Dismantling of existing cooling tower(Asbostos removal by others). • Dumpsters-By Others • Portajons-By Others Freight • FOB Jobsite Scope of Supply by Purchaser • Design and Supply of Foundation, Sumps and Cold Water Basin • All Cold Water Basin Accessories • Design, Supply and Support of External Piping and Valves • Design and Supply of All Starters, Controls,Wiring and Conduit • All Other Electrical Accessories Not Specified Herein • All Water Treatment and Filtration Systems d� Marry Cooling Tower A United Dominion Company Proposal Page-Page 2 of 2 Rev. 1 — 8nlo0 AS SOLD DISCRIPTION CLASS E400 COOLING TOWER Lucent Technologies Inc. North Andover, MA 00#168525 This order includes the design, fabrication, supervision and erection labor to supply an industrial counterflow mechanical draft cooling tower on an existing concrete basin provided by the purchaser. The model F434-6.0-03 cooling tower is designed and guaranteed to cool 7,500 gpm from 110°F to 85°F at an entering wet bulb temperature of 7ST and includes the following: Cooling Tower Structural Design The Class F400 framing system is designed with fiberglass pultrusion shapes with a flame spread of 25 or less. The main tower framing is 3" x 3" box shaped columns with a minimum 1/4" wall thickness on 6` spacing in the transverse and longitudinal directions. Except at the fill and fan deck support levels, longitudinal and transverse girts are 1-1/8" x '/,"x 4" or 1 3/8" x 3/16 x. 4" charnel sections located both sides of interior columns and on the inside of all perimeter columns. Girts at fill and fan deck support levels are 1-5/8" x 6" x 1/4"thick. A tension/compression system of diagonal braces stiffens the structure, and transfers wind, earthquake live loads to the basin anchor points. Diagonal connectors transmitting forces through column lines are 1/2" thick fiber reinforced polyester (FRP). Diagonals are anchored to the cold water basin using heavy gauge series 316 S.S. weldment. The line of action through the diagonal to the point of anchorage is direct. All structural connections and splices are through-bolted using 1/2" diameter, series 316 stainless steel machine bolts, nuts and washers. Critical framing joints are augmented with 1/2" 1.D., heavy wall structural sleeves. Due to the special nature of the existing cold water basin, HDG Steel Beams are used at each end wall to span between the concrete support beams to anchor the cooling tower. Pultrusion Process Pultrusion is a manufacturing process for producing continuous lengths of reinforced plastic structural shapes. Raw materials are a liquid resin mixture (containing resin, fillers and specialized additives) and flexible textile reinforcing fibers. The process involves pulling these raw materials (rather than pushing as is the case in extrusion) through a heated steel forming die using a continuous pulling device. The reinforcement materials are in continuous forms such as rolls of fiberglass mats or balls of fiberglass roving. As the reinforcements are saturated with the resin mixture ("wet-out") in the resin bath and pulled through the die, the gelation (or hardening) of the resin is initiated by the heat from the die and a rigid, cured profile is formed that corresponds to the shape of the die. ' Rev. 1 — 8/7/00 Fan Deck The fan deck acts as a working platform for maintenance personnel. It is made of pultruded V-0" wide interlocking Pultruded Fiber Reinforced Polyester panel, and has a skid-resistant surface. Fan deck panels are supported by framing girts, and have integral structural ribs. To minimize turbulence of airflow into the fan cylinder, fan deck protrusion into the fan cylinder opening does not exceed 1". The fan deck is supported by transverse girts and joists on T-0 centers. Perimeter Guardrail A guardrail, which conforms to OSHA standards, is provided around the perimeter of the fan deck. The guardrail, at a height of 3'-6, consists of a 1/8" x 2" x 2" tube top rail bolted to 3" x 3" columns on maximum C-0 centers. A 1/8" x 2" x 2" tube, intermediate rail and 1/8" x 4" x 4" angle toeboard are also included. Partitions Fire retardant - glass reinforced polyester (FR-GRP) partitions are included to permit operation of individual cells. The partitions between cells ex-tend from the underside of the fan deck to the top of the fill. The FR-GRP sheets are nailed to the columns. Wind Baffles A longitudinal wind baffle is provided to prevent cross winds from disrupting entering air distribution or carrying falling water out of the tower. The 8 oz. fire retardant - glass reinforced polyester (FR-GRP) partition in the middle of the tower air inlet area et-tends from centerline to centerline of each end cell. Each end cell with an open end wall also has baffles extending from the center of the cell to the corners at 45° angles. Casing The side wall and end wall casing material is fire retardant interlocking, pultruded fiberglass panels with a special color (color to be determined later). Panels are installed horizontaly with fasteners bidden by successive interlocking panels. Panels are 12" wide and 1.12" high with four integral vertical structural ribs. Louvers Air inlet louvers are corrugated 12 oz, fire retardant - glass reinforced polyester (FR-GRP). The louvers are attached to the perimeter 3" x 3" columns at approximately 6-0 centers. louvers are sloped at 40'to the horizontal and rest on 2" x 2" square tube supports which are attached to the columns with bolts at the bottom and polypropylene support bars at the top. Fill The cooling tower is provided with Marley designed and manufactured MC75 Polyvinyl Chloride (PVC) film type fill. The fill packs are made from PVC sheets which have a nominal thickness of 15 mils.The sheets are cross corrugated and glued into packs. The dimensions of each fill pack are nominally IA thick, 6'-0 wide, and 4'-0 deep and 1'-0 thick, 6'-0 wide, and 2'-0 deep with 0.75" 4 P Rev. l — 8/7/00 cross corrugations. Seals are provided to prevent air bypass at the walls, partitions and framing. Fill packs are bottom supported by 2" x 4" supports which rum along the transverse fill girts on T- 0 centers. Packs are oriented so the fill sheets run in the transverse direction. Eliminators The drift eliminators are Marley TU12C PVC three pass cellular eliminators designed and manufactured specifically for counterflow applications. The eliminator packs are nominally 6-0 long, 2'-0 wide and 5 3/4" thick and are made from nominal 17 mil PVC sheets. The cell size is 1.2". The nested packs rest horizontally on longitudinal girts. Hot Water Distribution System Each cell features a non-clogging low pressure spray system comprised of a fire resistant reinforced thermosetting resin (RTR) side inlet header rated at 25 PSI Nvith a 6 to 1 safety factor, polyvinyl chloride (PVC) distribution pipes, polypropylene distributor tees atiached by gasketed and banded joints, and injection molded polypropylene spray nozzles complete «ith diffuser rings. Should a foreign object be introduced into the circulating water, the spray nozzles are removable allowing for easy cleaning of the distribution system. An ANSI flange connection is located l'-0 outside the side wall column centerline above the fill for connection to the purchaser supplied riser. Air Movement System Each cell includes a Marley manufactured mechanical equipment support, drive shaft, Geareducer, fan cylinder and fan. The air movement system is driven by a motor manufactured by a nationally recognized industrial motor manufacturer. Each component has been designed and utilized to contribute to the most efficient performance possible. The specific components included are as follows: Mechanical Equipment Support The torque tube type mechanical equipment support is constructed of a steel pipe Nvith welded attachments for motor and Geareducer mounting. The support is hot-dip galvanized after assembly and mounted transversely in each cell. The design provides permanent alignment of all air movement components. Motor 50 HP, TEFC, 1800 Rpm, 1.15SF, HI-EFF, VFD Duty, Space Heater, 3/60/460v by Toshiba. Drive Shaft A full floating, non-lubricated drive shaft specifically designed and manufacturer) for use in the moist air path of a cooling tower is provided for each cell. The Series 6Q drive shaft is designed for applications up to 50 horsepower. The Class 11' drive shaft features a 2 1/2" O.D. 14 gauge 316 stainless steel tube and two 1/2" thick 316 stainless steel flanges in a welded assembly. Series 316 stainless steel motor and Geareducer yokes,neoprene bushings with 316 stainless steel inserts and 316 stainless steel hardware complete the assembly. Rev. 1 — 8/7/00 Geareducer The Series 22.3 Geareducer is a single reduction, right angle type speed reducer with spiral bevel gears specifically designed for requirements up to 60 horsepower at a minimum AGMA service factor of 2.0. The gear housing is epoxy coated ASTM Class 20 cast gray iron. A synthesized hydrocarbon lubricant is distributed in splash fashion to assure proper lubrication to all Geareducer components in the forward and reverse directions without relying on an external oil pump regardless of input speed. THE MARLEY 22.3 GEAREDUCER WHEN FILLED WITH MARLEY GEARLUBE, REQUIRES NO OIL CHANGES FOR THE FIRST FIVE YEARS OF OPERATION, AND IS WARRANTED FOR THE FULL FIVE YEARS REGARDLESS OF SERVICE HOURS. External Oil Lines All Marley Geareducers are equipped with an external oil gauge, drain line and bronze sight glass with a plug cock valve located outside the fan cylinder. The oil line is constructed of V diameter 304 stainless steel piping and fittings. A Wire-reinforced neoprene gasoline and oil type hose with 304 stainless steel fittings is used to isolate the sight glass from possible vibration transmission. This design allows for all but a minimal amount of Geareducer maintenance to be accomplished external to the fan cylinder. Fan The Marley manufactured HP7 fan features hollow glass reinforced epoxy blades constructed uniformly with a consistent moment weight, On rare occasions when a blade needs to be replaced, no field balancing is required. The blade pitch is manually adjustable. Drain holes in each blade prevent water accumulation in the blades. The cast iron hub is epoxy coated with Marley grey paint. The fan hub hardware is stainless steel. The hub cover is a molded GRP disc which acts as a hub seal. The fan assembly is statically balanced prior to shipment. Fan Cylinder The fire retardant - glass reinforced polyester (FR-GRP) fan cylinder is field assembled from contoured segments which are bolted and sealed at each vertical seam. The fan cylinder is constructed of fire retardant GRP with a flame spread of 25 or less. Anchorage to the fan deck is through-bolted and Series 300 stainless steel hardware is used at all connection and anchorage points. Each segment is molded with the smooth side out and stiffened with hollow external ribs. An eased inlet contour minimizes air entrance losses and velocity recovery results from an outlet flare which significantly reduces required fan horsepower. A removable access panel accommodating entry- for observation or rigging is standard. The slots used to assemble the fan cylinder (2 Per Cylinder)will be covered after assembly. Vibration Switch Rev. 1 -- 8/7/00 A Metrix Instrumentation Company Model 5550-111-01 vibration switch is provided for purchaser's control circuit and is mounted on the mechanical equipment support of each cell. The switch is single pole, double throw (SPDT)type complete with a sensitivity adjustment range from Og to lOg and local, external, push-button reset. The switch housing is an explosion proof type enclosure with a threaded conduit connection and external mounting plate. The enclosures are made of cast aluminum and are NEMA4,IP65 and CE Mark rated. They have hazard area ratings suitable for use in areas that require of UL, cUL Explosion Proof or Class 1, Groups C & D, Div. 1 or Class II, Groups F &G, Div. 1. Low Oil Level Switch A Robertshaw Level-Tek Model 318A is provided for each Geareducer and is located outside the fan cylinder. The solid state switch is capacitance-actuated, CSA approved and ready far Mruig to the purchaser's control circuit. Maintenance Access Access An end wall stairway, which conforms to all OSHA. requirements, constructed of the same material as the tower structure is provided to permit access to the:Fan deck at one end of the tower. The stairway is free-standing and rests on a purchaser supplied landing pad. An OSHA approved FRP ladder and safety cage are provided at the other end of the tower. The FRP ladder and safety cage drops to a platform (by others) at the basin curb. Interior Access In each cell, a T-6 square fan deck hatch (designed as a walking surface) is provided for access to the eliminators, distribution system and fill. A ladder drops to a T-0 square landing at the eliminator level. An additional access hatch (designed as a walking surface) at the eliminator level provides access to the distribution system and fill. Lucent Technologies,INC. Quote#: NMS3025 Merrunack Valley Works Revision: 0 North Andover,NU Date: 6/7/00 ALLOWABLE INLET FLANGE LOAD Class 400 Marley's inlet header can resist the following loads imposed by the Customer's riser: Horizontal Load Perpendicular to Pipe Axis (Fx) - 60# Vertical Load (Fy) - 250# Downward 800# Upward Horizontal Load Parallel to Pipe Axis (Fz)- 1000#pushing in towards the tower 2550#away from tower In some cases, the magnitude of the above loads are small compared to the design loads transmitted by the Customer. However, the Customer's design loads can be reduced if Marley's inlet nozzles are treated as flexible, rather than rigid connections. Marley's inlet nozzles can be subjected to the following displacements without affecting the integrity of the cooling tower: Horizontal Displacement Perpendicular to Pipe Axis -± 1/8" Vertical Displacement-+ 1/4", - 1/8" Horizontal Displacement Parallel to Pipe Axis -± 1/16" The customer should consider a design which assumes that no restraint is provided by Marley's inlet nozzle. With this assumption, the resulting deflections should not exceed the above allowables. If the actual deflections do exceed the allowable values, the forces required to bring the deflections to acceptable limits must not exceed the allowable loads stated above. Using the design approach outlined above, if the imposed loads and/or displacements exceed the allowables, then the Customer needs to investigate the alternate methods of limiting the deflections. This could be accomplished by providing additional support structure, or by providing expansion joints in the risers or in the horizontal pipe at grade. Marley Cooling Tower A United Dominion Company Allowable Wet Flange Loud-Page t of 1 XCELplus - Dnft Eliminator arley developed the first cellular The eliminator discharge angle are ava�fable depending upon tower drift eliminator 20 years ago when is important enough to warrant two con€io.,•ation. Drift rates with the original eliminator designs were primarily blade separate eliminator designs for XCEL eliminator were so lo.v that a type configurations and not very crossflow and counterflow towers. Tests better measurement method than the effective. Next, Marley patented the show the air direction leaving the Sensitive Paper technique was required. XCEL generation of eliminators in the eliminator is extremely important— The Hot Bead Isokinetic Drift early 80s. No other eliminator could imperfect designs create additional work Measu,e,ment (H31K) method pioneered come close to XCEL eliminator's low for the fan. This means either increased by Marley 20 years ago is now the drift rate and low pressure drop. Now. fan horsepower—or reduced cooling endors.ed CTI standard test procedure, virtually every eliminator is a nesting tower performance. The crossfiow ATC-1-'0, for drift measurement today. cellular PVC type design. version} features drainage slots within the eliminator pack to insure trapped Cons.a ring Im. drift rates and low Introducing XCELplus, a more advanced drift is returned to the wet side of the pressure drop, XCELpIus is the most design that meets or exceeds today's cooling tower. effecti,,e cooling tower drift Orninatof demanding specifications for drift available in the market place today. emissions, without sacrificing fan Low drift rate is the primary goal of horsepower. Now you can have drift eliminator design. XCELpkis boasts rates half of the original XCEL with typical drift rates of.001°o of the total equivalent pressure drop. GPM. Drift rates of.0005�o and lower Al � Counterflow Film Fill 4; lan G '7 k 1�+ arley MC75—a film fill system • Improved System Efficiency—using Limiting the number of interfaces designed for counterflow towers Marley MC75 film fill in place of existing between packs minimizes restrictions offering you several distinct aclvantages splash type fill in counterflow towers that usually cause fill clogging. MC75 �rsually means reduced fill height, which counterflow fill can be hung from • Assured Improved Thermal translates into reduced pumping head, structural members or it can be bottom- PerformancerfCrossed corrugations MC75 will also provide greater cooling supported in virtually all counterflow to o de o the surface area and turbulence tower capacity, which means your cooling towers, regardless of a cooling t develop efficient heat transfer. The current performance level will require tower's age or manufacturer. corrugations inherently establish uniform less fan energy. fill sheet spacing at 0.75". •Easily Adapted to Your Tower • Durability and Quality—MC75 fill is thermoformed from .015"thick, UV Configuration—The fill pack depth (air travel} is variable to provide the proper inhibited, chemically-resistant polyvinyl heat transfer area within a single fill layer. chloride(PVC).The material is extruded If another layer of fill is necessary for and manufactured to rigid specifications situations where additional air travel is ® ��C�� before forming. rectrJired, it will be limited to only one. y 40R And over Town ot 0 = 3 No. 03,-7 IL Ve ', Mass., t 5-T - o BOARD OF HEALTH Pt�. RrillT T D Food/Kitchen Septic System ® BUILDING INSPECTOR .� THIS CERTIFIES TH T.,..,_44-ft. .�. .., ... � .. .......� ............... .. .:.............. ...:.....,.... .... ....,..;,.:.,......,.. Foundation has permission to erect........:......... ..:.. ........... buildings on ........... . ..........,.............:. .... ; ..... .. . . ....:... ..,...�........ Rough to be occupied as ..:..,.s a ......:. ..... :. ....... . ... . . ........ . ..�..... ... .............. Chimney provided that the person accepting this permitll 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 Buildings in the Town of North Andover, PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Finest P ` DINT O 1 THIS ELECTRICAL INSPECTOR ALE S FIR LT C 0 N 0"TAX-1 Rough ..... .. .... .... ..... ............... ... ........... .Service BUILDING INSPECTOR Fi c p F e ,n i � to Occapy wa' GAS INSPECTOR PlaceDisplay in a Conspicuous r s — Do Not Remove Rough Final No Lathing II To Be Done FIRE DEPARTMENT Until Inspected and ApprovedBuilding e r. _ 3 burner s Street No. Smoke Det. f VA M FrTm N ig _ i NS Nozzle ' •'mil. : ' S¢- '. arley patented NS Nozzles, designed exCI ISi+rely fcr Easy To Install--NS Nozzles simply screw into adapter cooling tower use, ofle; these benefits: pipes and lock is- place. They can be removed and reinstated /ithG•ut tools. The diffusion ring snaps into �-Clogging—The orifice. saes f�'-3 �,L"i are large :ugh that many comoeti6%,e nozzles vJH act pally fit onside place. larley nozzle. Marley cr,interfl,-,= n 121 es ha;:r,o Reliable Thermal Performance—Full cone" d stribution :rnal parts or narrow passag&,vays. Tf.�,attacheri pattern assures uniform ;eater distribution for all f:lm fills. ision ring will not retain raven debris. Minimal spray overlap is required, providing uniform water ' distribution even near spray.boundaries. Marley NS rrasion-Resistant—Inert peiypropylen c.e rinstruction, counterffo�,,i nozzles develop uniform water distribution over idsri't corrode or decay in the most severe+fvatvr a wide range of operating water pressures. dItI0n5. AlMare Water Distribution System •�Y ~r a l ' n jax Tt Jk� r i � I.. � g• t .4 INariey counterflow cooling tower distribution system. This arrangement is distribution and high operating distribution systems offer you the self draining when the supply water is pressures associated with upspray following benefits: shut off, There are no special valves to nozzle systems. open or close. Corrosion Resistant plastic Easy Disassembly and Construction—Ail piping is either PVC Economical Installation— Nozzles are Reassembly—Assembly of the entire or fiberglass. Plastic pipe provides low installed in pairs—each supply pipe system requires only a few simple hand friction loss to reduce pump head serving multiple pairs of nozzles. Multiple tools. All connections are positive—yet requirements. Other materials are nozzle pairs per supply pipe mean larger the design allows repeated disassembly available for special applications. pipe spacing and, therefore, lover and reassembly installed cost than most other systems, Non-Clogging—High performance Marley NS nozzles are available with t" Economical Operation—The entire to 3'/2"orifice sizes. Each system is system is computer-designed to designed to minimize silt or debris maximize thermal performance and can collection, be optimized to minimize pump head. The design also minimizes structural Self-Draining—The nozzle outlet is interference with water distrib€ttion. The (�� Marley always the lowest elevation in the Marley system avoids the uneven water 1 • I v ITEM A P_ 1 A Geareducere Drive Marley`9 has been manLlfactUring Geareducers in and you'll see what we mean. No wonder they a variety of sizes and load ratings appropriate for would rather provide V-belt drive! cooling tower applications since the 1940's. We be- gan doing so because geared speed reducers suit- Although Marley towers may cost slightly more able for cooling tower service were not conunerciall� than those of other manufacturers,very little of available—and because it made no sense to expect the cost difference is caused by the Geareducer drive. It results from a CLrmulation of all the V-belt drives to provide more than marginal reli- ability above 10 HP in in application as demandin Nfarley Differences which add value Ear be- as a cooling tower. Since that time,we have pro- yond the cost, duced well over 100,000 units,and have established `+ an unparalleled record of performance reliability. s`; In addition to strict attention to design and In BENEFIT manufacturing detail,a principal reason for that record is that every Geareducer��e produce is run IY 33 \'larley's GearedUcer drive benefits the cus- �� tourer in several« ivs: in under load at our factory—inspected—and ad- justed before shipment. 3;; :x 'r • Carrlljarerl to the cvrrrntercia!gear YE°ductivrr "= units offered by/corxpetith,e 111anlifi7 Hirers Present generation Geareducers that are '� (and they/are available if re�luiredl rVfarley/'ti applied in NC" and NC \'lodlrlar Series, .r., ITA, 1 5 i/car iclarrau#y/tint/;it all. hlabittnance QuadraFlo« `,Series 10 and 15, �.., ti . �„ r,, costs are ertrerrrely loin—arm reliabilitrf is Sigma 100 and 120 Se- �_ J ries, MS, and Sigma /3' ' not a CDrrCeYr1! Steel rod Lid lines ae. �'" i 4 k p ? Yes ' Corrlpnrerl to V-belt drives (rro rrra#ter' carry a 5-}reart � * _a lujt) "rrrultiple" the belts are), Gearedrfcers warranty. 1'er IflYe less 0 1er'R#Irr4 energy;fr'a5te rI0 h �� 51 ,�€ ,k , � ;Sff; t l ty Indeed, the " r. ° � 'c I ti` *I k `��� energy through belt:ll p 7 *' ti d t �t s � 5� r 'y` 6_/ O ti f 1[1�L, tit, rt dt 10.1,20.2 and €� ; �, �< r *-At arrrtop neighbors I{°rill squealing;ajid 22.3 Geareducers uti- require rro regular r•eplaccinerrt of ex- lized in any of these `' o f pellsiw belts! 0.1 product lines rho not re quire a II t ! l < 'y'' ` • Compared to either of the abtnv alter- q brrcantchange ' rrathles,Geareducer:do not r eEI urre y Jou to for the first S �ear•s of � _ �' beep separate records of colltponent suppliers, operation! or to chase dou)n !0111•sources of service parts. Over 50 years experience in the design and . Like other components of 1/our Marley/totr ,eY, manufacture of Geareducers has enabled \-larlev not only to achieve unprecedented levels of quality Marley designed it! and performance,but to do so with absolutely mini- oral impact on the overall tower cost. Get a price foy Marley manufactured it! geared speed reduction on the competitor's tower Marley stands behind it! �� Marley R VA 0 62 Fan F' ,rr �.` ,- i f: ed specifically for cooling tower HP7i blades are easily interchangeablo without the need to Ivantages over other types of rebalance the entire fan assembly. enhancement provides Wing tip clearance losses, Blades attach to the fan hub using a heavy-galvanized iron to the fan cylinder. The wide ring integraliy molded with each fan blade. By loosening the Dv noise operation, delivering hub attachment hardviare, blades can easily be rotated to capability at reduced speec€. achieve desired pitch permitting maximum utilization of fan ;lent in the industry today. horsepower. laminate construction protects Superior strength, excellent quality, light weight, plus he l7otlo�i, thick section airfoil unmatched aerodynamic performance make the Marley HP7i fight and easy to handle. the fan of choice for today's cooling tower owners, !onsistent moment weight, o, Marloy HP7i Fan N?' . f 4 r Ci � � '_•.fit r 1 K Jz�3q 'i c k' Suggested Specification Fiberglass Reinforced Epoxy Laminate--Epoxy resin Twisted Tapered Airfoil—This blade design optimizes has been proven to be much more erosion resistant than the performance characteristic of the fan blade. To obtain softer polyester or vinyl ester resins. This is important for the highest efficiency possible the HP7i airfoil long term leading-edge erosion resistance caused by fine compensates for to, tangential speed near the blade root water droplets impacting the fan blade. with a wider chord and increased angle of attack. An airfoil of constant cross section and no twist cannot Single Niece Construction—The HP7i blade is a single match the HP7i efficiency. The result of the twistedpiece composite design ensuring structural integrity. Fan tapered airfoil is greater cooling tower capacity without blades with bolted or glued connectons between the increased horsepoti••ref. blade shank and airfoil section introduce an additional mechanical joint under stress. The one piece composite Heavy-duty Hub Assembly—Marley HP7i fans are design ensures the integrally molded leading-edge will not designed for continueUs duty in harsh cooling tower come off or fail and the blade will handle the toughest operating conditions. Up through 216"fan diameter the cooling tower applications, hub is epoxy-coated cast iron. Larger diameters utilize a dual-plate hub assembly of heavy galvanized steel plates with epoxy coated cast iron hub and blade sockets.All Marley Cooling Tower hub hard,,vare is series 300 stainless steel. 316 stainless A United Dominion Company and monel hardware material options are available for more severe duty. The Marley Cooling Tower Company 7401 W 129 Street-Overland Park,KS 66213-913.664.7400 email:info@marleyct.com-vnvw.marleyct.com In the interest of technological progress,all products are subject to design and/or material change without notice. 01998 Marley Cooling Tower Printed in USA SP-HP7l t r i 1 Y 't#;. ,rr fit• s 53 w zSg'S IN Mc11'1('1/ 20.3 G'11!'(1hIC(T ill-41111(•ll i;1 6 Qrrinlrlrf 1(1m coy 4il7, li'zcer. .`t A1.74'.1/ l-1-3 .;::[i11!;iil1!! Bill is fllorllrtell oil 011 e1'tcllfled ollipllt+half. HOW TO SPECIFY The following larlt;ua-e Will position. Tire speed reducer shall The gear rcdfrcer shall llc fle- exhibit your intention tO PL11_Cll lsi lie C-111lipliell with spiral bevel signed 4111(1 niaiiifl'llc tlirell spec ili- a cooling tower with a gear redcsc- ,gears operating in all oil bath, and rally fclr Cooling tower rise, alyd tion to transfer power front the the action of tile gears sha11 l)l-o- s111111 be Wlir'rrrlrtCii fzt,iiltSt opera- motor to the fan at the correct z[ille lubrication to [)L'filings anif ti011111 tfiiltirc'for 11 perio(l of jive speed: other internal courpoueuts. Gear (3) 1learti. Llibric(liit rclflaceiitent "Tire fan shall be drizlcrr Casing shall be epoxy-coated cast will not be rcilrlircii lief•the first through a rightarrgle gear'reduc- if-oil, alld Shaft be calflippeli with ue years or operation. Specd tioli linit thateuables the illotor to fittifigs to facilitate f illing rc(hiction bin tilt, list,of V-belts find operate ill a shaft-horizontal alyd llrailting. pulleys will flat be colrsidcrcd appropriate tier this application", d Marley Cooling Tower A United Dominion Company The Marley Cooling Tower Company 7401 W 129 Street•Overland Park, KS 66213-913.664.7400 email:info@marleyct.com•http:Ilvrww.marleyct.com In the interest of technologicat progress,afl products are subject to design and/or material change Without notice. 01997 Marley Cooling Tower printed in USA t ' Water Distribution System .. ........ z f � . x PA T�xs,•� Suggested Specification The system will distribute hot water to the fill of a counterflow The PVC distributio-, Pipes snail be connected to a side inlet cooling tower header of heavy-du!,: plastic pipe(PVC or fibergalss). Construction and Materials The inlet header sha' term::-,te just outside the tower casing The circulating water will be distributed to the fill by at the face of a flat t=^ed FR:1 flange. The flange drilling must injection-molded polypropylene nozzles complete with conform to Glass 125 ANSI 16.1 specifications . polypropylene diffuser rings. Nozzles will be spaced on 3'-0" Nozzles (maximum) centers. The nozzles shall be non-clogging dorm-spray types, with no Each pair of nozzles shall be feel by a single orifices or internal p"ssage:,ays less than one inch diameter. polypropylene distributor tee attached to the bottom of a PVC Interna'turbulators c~ mop.i-i parts are not acceptable, distribution pipe by a gaskoted and banded joint. The nozzles shall de.eiop a "full cone"spray pattern at pressures as ICAV as t,vo fe,7' of water to assure proper water Marley Cooling Tower distribution to all areas of V v fill- A United Dominion Company Operation The Marley Cooling Tower Company The system small be self-d,r.,iing and must contain no blind 7401 W 129 Street•Overland Park, KS 66213-913.664.7400 connections or other locatic�,,s Umere silt or debris might email:info@marleyct.com•www.marleyct.com accumulate. The nozzle ou'-ets shall be the lowest point in the In the interest of technological progress,all products are system. Upspray systems a— not acceptable. subject to design and/or material change vfithout notice- ©1999 Marley Cooling Tourer Printed in USA SP-DIST-B NS Nozzle �s i r St Nozzles will be used for water distribution in counterflow Materials cooling tower(s), The nozzles must be injection-molded polypropylene. The cliff usion ring must be a fiberglass tilled or fiberglass coupled Construction polypropylene. Each nozzle must incorporate an attached diffusion ring to assure proper breakup and dispersion of water. Each nozzle Operation must be a single assembly with no moving parts. The nozzles must develop a"full cone" pattern at pressures as low as two feet of v:ater. The spray system must be a All internal passages and orifices must be one inch diameter dorvnspray type. uvith the nozzles at the lowest point in the (minimum)to prevent clogging. Internal turbulators are not syste n). Upspray nozzles are not acceptable. acceptable . Installation The nozzles must attach to their supply pipe or adapter by Marley Cooling Tower nneans of screwed connections. Each nozzle must incorporate A United Dominion Company a locking device to assure a rigid connection to the supply The Marley Cooling Tower Company ripe or adapter. Ea:,-: rozzie must be readily removable and 7401 W 129 Street-Overland Park,KS 66213.913.664.7400 repla �J J',!o without the use of tools or adhesives. email:info@marleyct.com•www.nlafleyct.com In the interest of technological progress,all products are subject to design and/or material change without notice. 01998 Marley Cooling Tower Printed in USA SP-NOZ-A F i Counterfiow Film Fill MC75(ill sheets are automatically aligned, creating a constant honeycomb pattern on the air discharge side. ter.. F ar � •4 r J r;• � .f4� as �,?�_ YX�SiP-f F S *> ',' Y Suggested Specification : The fill will be used in counterflow cooling towers. packs by bonding adjacent streets. Suspended fill packs must be supported on 2"diameter stainless steel tubes which pass Construction and Materials thraigh reinforced holes formed in the upper part of the fill The fill must be film type, constructed of multiple sheets of sheets. The fit! support tubes must be hung by loops of thermoformed PVC. Each sheet must contain a pattern of stainless steel rods from the structure.The vendor will angular corrugations to develop the necessary heat transfer determine the appropriate support means. capabilities. Alternate reversal of corrugation angularity on adjacent sheets will establish the fill sheet spacing. Fill Depth (air travel) The fill depth vJll be chosen to provide the proper thermal Fill may be bottom-supported or suspended from structural performance. If a fill height greater than the maximum height members. Bottom supported fill must be assembled into of available fifl packs is re�iJdred, a second layer of fill packs may be added. but no more. Performance The vendor will supply a fill characteristic line based on the CTI b Marley Cooling Tower method of analysis to demonstrate the fill capability at the A United Dominion Company required design conditions. The vendor will guarantee fill performance as installed. The Marley Cooling Tower Company 7401 W 129 Street•Overland Park, KS 66213.913.664,7400 email:infoOmarleyd,com•www,marleyct.com In the interest of technological progress,all products are subject to design and/or material change without notice. 01998 Marley Cooling Tower Printed in USA SP-MC75-B ti. XCELplus Drift Eliminator :lYff t i it i 4 .'S L AN'x Suggested Specification Drift eliminators shall be of cellular type, Marley XCELpkis or The mass drift quantity, determined b;+the CTI Drift Test Code approved equal. The eliminators shall be thermoformed from ATC-140 skull not exceed °a of the total GPM and 17 mil(.017") PVC(polyvinyl chloride) material into a shall be guaranteed for al! operating conditions. configuration providing at least three changes of air direction and solvent welded into multiple sheet packs. The eliminator packs shad be able to span 66"unsupported for countertlow configura ons and 72"for crossftow, with Eliminators used in crossflow towers must provide a discharge minimal deflection at desi":) conditic"s. Eliminators small be angle(as defined by the angle of the last section of the eliminator FM approved. itself)of at least 42"from the horizontal when installed. Eliminator packs shall men sire up to 24"wide, 5.75" in depth and up to 12'-0"long. Marley Cooling Tower A United Dominion Company The Marley Cooling Tower Company 7401 W 129 Street-Overland Park, KS 66213.913.664,7400 email:info@marleyct.com•vjww.marleyct.com In the interest of technological progress,all products are subject to design and/or material change without notice. @1998 Marley Cooling Tower Printed in USA XCE=L-95 E COLD WEATHER OPERATION & DEICING PROCEDURE FOR COUNTERFLOW FILM FILLED COOLING TOWERS Filar-filled counterflow towers are the optimal cooling tower design for minimizing the potential for ice formation that could jeopardize the performance or structure of tile,tower. This is not to say that ice daanage will never occur. ..During periods of low temperature operation, 35°I~to 40'F or below, ice will form on the relatively dry parts of the tower that are in contact with the incoming air. .Primarily, this includes the air inlet and adjacent structural framing. Ice forming characteristics on any given tower will vary, depending oil velocity and direction of wind, circulating water rate and heat load. Excessive ice fonnation may be controlled by regulating air and cater flow through the tower by one or more of the following procedures: I. Shut the fan down. This reduces the cooling rate to a minimum and increases the quantity of rearm water at the air inlet to a maximum. Except for extreme cold conditions or extended freezing conditions, this procedure will normally control ice formation. For automatic operation, a tuner switch can be provided to shut the fan down for a few minutes each hour. 2. If the tower has two-speed motors, operate the fans at half speed forward. This reduces tine cooling rate (heat transfer) and increases the quantity of wann water at the air inlet. 3. Under extended extremely low ambient temperature conditions, where "fan oft-' ice control procedure has not been practiced or has not been capable of controlling the air inlet ice, reverse operation of the fail may seem necessary to remove excess ice. Normal "fan off' operation causes reverse air flow by aspiration and fan reversal may cause excessive water blowout and therefore must be done with caution and continuous monitoring. Low speed reverse is preferred. 4. With no heat load on the circulating water, icing cannot be controlled. Towers must not be operated with reduced water rate and/or no heat load during freezing weather. If a bypass directly into the cold water basin is used, all water must be bypassed. CAU170N. .Severely Cold IVeatlrer-Belo}v 20°FArnbient Dry Baslb Reverse operation of fans for prolonged periods during subfreezing weather can cause severe damage to fans and fern cylinders. Ice can accumulate inside fan cylinders at fan blade plane of rotation and fan blade tips will eventually strike this ring of ice, damaging the fan blades or cylinder. Ice can also accumulate on fan blades and be thrown off, damaging fan cylinder or blades. Reverse operation offans with adjacent fans not operating increases probability of icing. The lo)v discharge velocity- of moist air from fan cylinders in which fans are not in operation can re.sadt in moisture-laden air being pnclled into the aC#acen1 cvlindOr in which the fan is operating in reverse, increasing this ice buildup. Therefore,fans each side of the one operating in reverse must be operated in fonvard rotation at f ill or halfspeed, or all fans must be operated in reverse. Allow a minimum of 10 minutes delay betiveen reverse operation and forward operation during subfreezing weather to permit ice to dissipate from fan blades and fan cylinders. Marry Golding Tower AUnited Dominhi ConipwV Page 1 S:Wles\P rivatevorms\proposallCwopct[o.doc Rev.: 05/19/1999 WTROOND.doc Rev.7, 05/19/1999, KPWRWP COOLING TONER WATER TREATMENT[' Blow-down or bleed-off is the continuous removal of a portion of the water from the circulating system. Blow-down is used to prevent the dissolved solids from concentrating to the point where they will form scale. Maintaining proper water chemistry will minimize scale formation on PVC film fill. PVC film fill must be kept clean to maintain thermal performance. The amount of blow-down required depends upon the cooling range (the difference between the hot and cold water temperatures) and the composition of the makeup water (water added to the system to compensate for loss by blow-down, evaporation and drift). The following table shows the amount of blow-down required to maintain different concentrations with various cooling ranges: Bloiwdown -%of Circulating Rate CONCENTRATIONS Cooling Range 1.5X 2.OX 2.5X 3.OX 4.OX 5.OX 6.OX OF 5 .78 .38 .25 .18 .11 .08 .06 10 1.58 .78 .51 .38 .25 .18 .14 15 2.38 1.18 .78 .58 .38 .28 .22 20 3.18 1.58 1 1.05 .78 .51 .38 .30 25 3.98 1.98 1.32 .98 .64 .48 .38 30 4.78 2.38 1.59 1.18 .77 .58 .46 35 5.58 2.78 1.86 1.38 .91 .68 .54 This is based on drift of 0.02%of circulating water rate and evaporation of 0.08%of circulating rate per degree of range. EXAMPLE: 120,000 gpm circulating rate, 22.7° cooling range. To maintain three concentrations, the required blowdown is 0.888 or 0.00888 x 120,000 gpm, which is 1066 gpm If the tower is operated at three concentrations, circulating water will contain three times as much dissolved solid as the makeup water, providing none of the solids or scale are otherwise removed from the system. The Langelier index (calcium carbonate saturation index)has proven to be an effective tool in predicting the aggressiveness of cooling tower water toward concrete. The Lruigelier index relates (1) the methyl orange alkalinity, (2) the calcium hardness, (3) the total solids, (4) the pH value and, (5) the temperature of the water. From these values it is possible to calculate the index and predict the corrosive tendencies of the cooling tower water toward concrete. An explanation and method of calculating the Langelier index can be found in many books on water treatment. Maintaining a positive Langelier index provides excellent protection of concrete. The tower materials have been selected in consideration of the water analysis included in the specifications. In some cases, chemical treatment of the circulating water is not required if adequate blow-dovvm is maintained. However, in most cases, chemical treatment is required to prevent scale formation. Sulfuric acid or one of the polyphospliates are most generally used to control calcium carbonate scale. Treatment to control biological gro%vtli is also typically required. Various proprietary materials are available for corrosion control should such control be required elsewhere in the system. When water treatment chemicals are required,the services of reliable.Nvater treating companies should be obtained. Marley Cooling Tower _ A United Dominion Company s���I��ctPrivalelFornslpropusal.�1'alztrra_doc Rev.05/19/1999 f, £ PREFERRED COOLING TOWER WATER CONDITION LIMITS NOTE: Biological treatment and control of Legionella and other potentially health-threatening bacteria is essential. Consult a competent water treatment expert or service company. pH 6.5 to 9.0 (special materials may be required beyond these limits) Temperature 125'F(51 Y C)maximum,or up to 180°F(82.2°C)with special materials Langelier Saturation Index 0.0 to 1.0 M-Alkalinity 100 to 500 ppm as CaCO3 Silica 150 ppm as Si02 maximum Iron 3 ppm maximum Manganese 0.1 ppm maximum Sulfides Greater than 1 ppm can be corrosive to copper alloys,iron,steel,and galvanized steel. See below for further limits. Ammonia 50 ppm maximum if copper alloys present Chlorine Limit for wood structure:1 ppm free residual Intermittently(shock),or 0.4 ppm continuously maximum. Organic solvents These can attack plastics and promote bio-growth. Trace amounts(e.g.,<50ppm)may be acceptable. TDS Over 5000 ppm can affect thermal performance and be detrimental to wood in alternately wet/dry zones such as fan deck and louver face. Individual Ions: MAXIMUM: Cations: Calcium 800 ppm as CaCO3 Magnesium Depends on pH and Silica level Sodium No limit Anions: Chlorides 750 ppm as NaCl(455 ppm as CF); upgrades are required for higher chloride levels. Note:limit is 500 ppm as NaCl for galvanized towers, Sulfates 800 as CaCO3 Nitrates 300 ppm as NO3(bacteria nutrient) Carbonates/Bicarbonates 300 ppm as CaCO3 maximum for wood BiologicatlBacteria and Total Suspended Solids Bacteria counts listed below relate to maintaining fill thermal efficiency only. Biocidal treatment Is required for all cooling tower installations, (see NOTE above). Fill.Type Aerobic Bacteria Std. Plate Count Total Suspended Solids (TSS) Sulfides MC75 or DF191 10,000 CFUIml <25 ppm referred" 0.5 ppm MX75, or 100,000 CFU/mI < 25 ppm 1.0 ppm MCR12 with MC75 10,000 CFU/mI < 100 ppm preferred* DF381 or 1,000,000 CFU/ml <25 ppm 1.5 ppm DF381 with DF191 100,000 CFUIml < 150 ppm preferred" _ MCR 12 or CR16 1,000,000 CFU/mI < 150 ppm preferred` 1.5 ppm Splash Fill 1,000,000 CFUlml target level Nospecific limit NIA i Higher TSS can be considered on a case-by-case basis. Consult Materials Engineering, Miscellaneous Solids and Nutrients For film fill, avoid fibrous, oily, greasy, fatty, or tarry materials which can plug fill, and avoid nutrients such as glycols, alcohols, and sugars which promote bacterial growth. For splash fill, oil and grease levels greater than 10 ppm can adversely affect thermal performance. Note: In general, do not use film fill in Steel Plants, Pulp & paper Mills, Food Processing Operations, or similar applications unless leaks and contamination by airborne or waterborne particulates, oil, or fibers are extremely unlikely. If film fill is used, biological-growth control must be stringent and diligent. Marley Coding Tower A U31itRd Ckminion Eomparty S:�SatrsiPrivate FornulProp�ttlNaletr�a.d�� Rev.05/19/1999 ONM of V over Q .r.,wx:.� ,.L. No. 41 _� Q �== LA E o dover, Mass. r COCMICMEWICK y AD"?ATED BOARD OF HEALTH PERMIT d/Kitchen S 'c System • • UILDING INSPECTO THIS CERTIFIES THAT.... .............. ...to � ... o. oun on has permission to on..1.!�ir►aw......1P'b + ......O�,I�" k%.* ...... Rough �« lr ....: �...�0 ,►�¢... .. r•..• ................................... Chimney 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. PLUMB G IN ECTOR t ;. Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. , :�` R gh PERMIT EXPIRES IN 6 MONTHS Final ELECTRIC SPECTOR Rough .......... �i ' ........... Service BUILDING INSPECTOR Final g INSPEC Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal dmfte FIRE DEPARTMENT r' /eet �• '�.. No. SEE REVERSE SIDE Det. APPLICATION FOR t'C RNITYT TO �3�t_I17,1)�� � � �1`��RT Y A.NI)OVER, INN 2. r).k `L 200K PAGE . ttiN€: still 111%1. €€OTN(D. 1€9*%i IN 600 aJ tom'orb -: 1111M IOSEill•'131ILDINC /may { �L�JY !EJt/r✓ /G 111!'7Jt�.li SNAIf I: O.01! Sro It Ii..S Rt�1/ X C{J ✓�4 SO ''" SIZE (111'�\i'R 5.12>I11tE:sS j r i f _u.isrAivt+troitst..Atl Rt'IIIItc €'.s N.kmV' .. sin: )1�}'t.()f)tt-riJ�il}I=its /i �S'I 2.Nn .__ ,vim'' Ili/�� `!� '�—'� _ littll DVICS NAME B"— Z-[/1L(� tlis"rANCE:'€CNEmRESTtwu.mw. zn i €l.%f ENS IoNs0FSI1.t.5 tr t i i:STA NC V.Fiz(MI S I.UELI ...._..__. olo �f lWil'kNCE1'ROM LOTIANES-SIDES�'fj/� r ItEAIt Oroo f DIMENSIONS OF€.€IMER`a' kItI:k OF S.(D7` � � MaNTAGE �C L�- IIEI(-.IITOF FOUNDATION �i THICI;.NCSS IS lltllt DING NEW o � SIZE OF FOOTING 3; IS IMILIDINCAIDIMACDN Q MATERIALOFCIIIhINE}' Ge IS 1111IL DING,ALTERATION � 417-1011 LS RUIL DING ON SOLID OR FILLED LAND 1t'11-I.BUILDING CONFORM TO REOUIREMENTS OF CODE IS IItiILIDING CONNECTED TO TOWN WATER � BOAR1)OF AI'1°EALS ACTION, IF ANY - Al _-- is IIUILI)1NG CONNECTED TO TC)S1'N SEtYER WD ISl€llII,IDIN(;CONNECTED TO NATURAL rASLINE 10 IN t'IIC"1'1()NS 3. t'k(lVERTYINI�(JI?MA'HON LAND COST /� EST-I11.IDC.COST 1 t'.4C.1:1 Flt.t.otrrsEurtoNS 1-3 EST.L11.I)C:. C(DS`rmtsQ. Fr. EST. DI.IDC:-COST PER Room I'I.l'(`"D'ttlC hlE'I'vils milli'I1L oN CDtI'I'SI15F..or 111113.IIIN(; SEl"fJC I`Elthl IT NO. -...- -. -..._. kI'VACH1`5C%It,[('rS NI 11STCONVOlUNITC)S`rA'1r.FIRE BF.0 €t.ATIONS 4. 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'1,1' r\ >s .\� \\\\•\\ L [ IUMitl 0 3 �r r ""'QIIIi'f Cu1G m aoa 1>a ax aol m of O\ •s.-- t rtL� � n Mo Q 6) . " Eft - _ 101 r{fen•r / •ant Trssu,w xf7rvrl it urrno jc j •— I. I I - _ - - •�ae r xltarnarai oL ayr.vla•J•x•n tc � �i'�, �- � _ it F lary aDo.1/■ Lt Z1riElf LnK3L f[ � ~� lotlrsf tst•mx n. s7r'tfstt tr3 arcrnsc3 rL i� 37nY� 153i �mm�U�Wt�r!�!7i> W14 XLLVm-t'l L`a 3anu3rjnY,x a J 7t w " / o'l1ilLJ�� rO!14 L of 3AtlMOB31Yt rSOOi JN1J t•o['n1+t iL illam 7.t.1r11 rt ' lio ni u um TL farr f 13LJ1o'm sr ➢ ` `` 1.a4riS1 Ltrn Ot 7]II10 o; 7'rnus Uf A LT oL 'e.iMmlln al Z71kw Ynowo 1t t •a afnorxlrs t Al1ru ms 17M It a'vc tL, Uvn xr- 37f►Iva 1•tia-li 1t 1 'P-TJ.1'ius j •Wta=MUM tt t 'os TZMAt t •7a7t arnuo it L •PR x11TM: S r7fYo11 XM Lt t'Of tull. t , itno[ixnxj of - t 'Oa 7foarun [ ' No11Jl VGJQ '^Alf •olL1 VLM -301L r Town of North Andover 4 40RTh OM. CE OF L COMMUNITY DEVELOPMENT AND SERVICES ° 27 Charles Street i�sor;h Andover. Massachusetts 01845 ',v*I L:-MM J. SCOTT a�Nu4- ;�ire�:or (97S)633-9-`;l Fax (978)683-9512 in accordance with the provisions or MGL c 40 S 54, a condition of Buildinc Permit Number 9 is that the debris resulting from this work sh2€1 be disposed of in a properly licensed solid waste disposal facility as de fined by ,MGL c 11, S 150 A. The debris will be disposed of in: Iv? e /�!Gl11lE'9197-09 //0, f�ND011M (Location of Fac.;Hty) Signat Permi�Alp €icant a o DGt-= NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Ofiica cf the building inspector 'J- i B0,N-.D0r, .?P"LS 633-9541 BUT-DI NG 63S.1) -s3 CONSERVi?T:QN 683-9530 1 .=1Ti: 638-45.10 PL.-kNN!NC. 63S-7:3; v-1 as Lucent Technologies Bell Labs Innovations �VA,� 9 2001 M.1.Jones 1600 Osgood SIreet Conjm u J' Global Provisioning&Aff9 VP Norlh Andover,MA 01845 USA �' ' Alerrintack,Valley Works Phone 978 960 3311 Fax 978 960 1175 mijonesUlucent,corn March 7 , 2001 Mass. Dept. of Environmental Protection Northeast Regional Office Bureau Of Waste Site Cleanup 205 Lowell Street Wilmington, MA 01887 ATTN: Scott Sanderson Re: RTN 3-0174 - Tier 1B Permit Number: W016340 Attached is an original signed acceptance copy of our Tier IB Permit issued by your office on February 12, 2001 to Lucent Technologies Inc., Merrimack Valley Works located in North Andover, Massachusetts. Copies of this signed permit are also being sent to the Town Manager, Board of Health and Community Development Director of North Andover, MA. See attached distribution lists. If further information is required, please contact Anthony W. Makovitch of my organization, Licensed Site Professional for the site, at 978-960-3489. Sincerely, 4j Copy to w/att North Andover Town Manager 120 Main Street North Andover, MA 01845 North Andover Board of Health 27 Charles Street North Andover, MA 01845 North Andover Community Development Director 27 Charles Street North Andover, MA 01845 i {EE( f E€ f€ F F F E g� I l Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup(BWSC) TIER I PERMIT This Per.-nit is Issued to: For DEP Use Only [X] One Permittee Effective Date: Expiration Date: [ ] More than One Permittee* Ex P *A list of all Permittees is attached. One Permittee: Name of Organization: Lucent Technologies,Inc.,Merrimack Valley Works Permittee Name: Lucent Technologies,Inc.,Merrimack Valley Works Title or c/o: M.I.Jones Street: 1600 Osgood Street City/Town: North Andover State:MA Zip code:01845 Telephone: (978)960-3489 DEP Finding Concerning Tier Classification [ ] Tier IA(BWSCOI) [X] Tier IB(BWSCO2) [ ] Tier IC(BWSC03) Permit No.W016340 This permit authorizes the performance of comprehensive remedial response actions at: Disposal Site Number: 3-0174 Disposal Site Name: AT&T,Merrimack Valley Works Street: 1600 Osgood Street City/Town: North Andover State:MA Zip code: 01845 Unless a request for an adjudicatory hearing is made pursuant to 310 CMR 40.0770,this permit shall be effective 21 days after the date of issuance by the Department and the receipt of the signed Permit Acceptance Statement, whichever is later. The Permittee has 30 days from the date of issuance of this Tier I Permit to sign and submit the completed Permit Acceptance Statement to the Department. This permit shall expire 2 years from its effective date. ' 1 Permit Conditions;Pursuant to 310 CMR 40.0740: (1) The permittee(s) performing response actions pursuant to this Tier I Permit shall comply at all times with M.G.L. c. 21E, 310 CMR 40.0000, the terms and conditions of the permit and any other applicable federal, state or local law. (2) In every proceeding,the burden shall be on the Permittee to demonstrate compliance with the terms and conditions of a permit at all times. (3) Each Permittee shall comply with: (a) submittal of a Class A,B or C Response Action Outcome Statement within five years of the effective date of the permit, unless otherwise provided in the permit; (b) submittal of a copy of the signed and completed Permit Acceptance Statement required by 310 CMR 40.0750(2) to the Chief Municipal Officer(s) and the local boards of health for the communities where the disposal site is located, and to any member of the public identified in the Department's Statement of Basis. (c) notification in writing to the Department: I. as required in 310 CMR 40.0500; 2. upon gaining knowledge of any technical, financial or legal inability to perform any necessary response action, in accordance with 310 CMR 40.0172; 3. upon a decision by a permittee who is performing response actions as an Other Person to not proceed as required by the permit;and 4, of any change in the LSP of Record for the disposal site no later than ten days after the effective date of such change through the filing of a Minor Permit Modification by the permittee in accordance with 310 CMR 40.0725; (d) compliance with: 1, all applicable submittal requirements, including but not limited to, scopes of work, Status Reports, Completion Statements, Phase Reports, and RAOs; 2. all requirements for record keeping and document retention, including but not limited to 310 CMR 40.0014, 310 CMR 40.0022 and 310 CMR 40.0023; 3. the Notification Regulations, 310 CMR 40.0300, in the event of discovery of new releases located at the disposal site, threat of release or Imminent 'E Hazard; 4. the management procedures for excavated soils and wastes and requirements for remedial air emissions set forth in 310 CMR 40.0030 and ( 310 CMR 40.0040;and 5. all public involvement activities required by 310 CMR 40.1400 through 40.1406; (e) inclusion of the Disposal Site Number and the permit number on documents submitted to [ the Department with respect to the disposal site; (f) certification of documents submitted to the Department as required by 310 CMR 40.0009; (g) evaluation of the need to perform Immediate Response Actions in accordance with 310 E CMR 40.0400 as new or additional information about the disposal site is obtained; Tier I Permit 9/17/97n 2 (h) modification or cessation of any response action as necessary to maintain compliance with any permit condition or to prevent an actual or potential threat to health, safety, public welfare, or the environment; (i) notification, orally or in writing, to the Department within seventy-two hours of obtaining knowledge of the need to modify or cease any response actions for the reasons in 310 CMR 40.0740(3)(h); provided that any such oral notification shall be confirmed by the permittee in writing within sixty days of such oral notice and any written notice shall include a Status Report prepared by an LSP; and timely remediation of any adverse impacts to health, safety, public welfare or the environment that result from the performance of response actions; 0) at disposal sites where groundwater investigation is necessary, delineation of the vertical and horizontal extent of contamination, identification and confirmation of groundwater flow directions, identification of groundwater migration pathways, including but not limited to, the identification of possible partitioning of dissolved volatile organic compounds at the water table interface which may lead to vapor transport into subsurface structures, homes or other occupied or unoccupied buildings, and monitoring of groundwater wells, discharges and/or other monitoring points in a manner which provides for the timely development or representative information about conditions and changes in conditions at the disposal site; (k) acquisition of all required federal,state and local permits; (1) proper operation and maintenance of all treatment, storage, abatement or control systems and of all equipment required to continue or complete response actions; (m) authorization for personnel and authorized agents of the Department to enter, at reasonable times and upon the presentation of credentials, any premises owned or controlled by the permittee for the purpose of investigating, sampling, or inspecting any records, conditions, equipment, practice or property relating to response actions at the disposal site, or protecting health, safety, public welfare, or the environment; and (n) notification upon a change of the Primary representative as required by 310 CMR 40,0703(7), if one is designated. (4) A Tier I Permit does not grant any property rights or exclusive privileges,nor does it authorize any injury to private property or invasion of property rights. Special Conditions; Pursuant to 310 CMR 40.0740(3)(a): Each permittee shall comply with all Special Conditions if attached to this permit in Attachment A. Special Conditions are included within this permit: [ l Yes* [X] No *Note: Pursuant to 310 CMR 40.0722(6)(c), a "Statement of Basis"for this permit decision has been prepared by DEP if special conditions are included with this Permit. DEPAuthorization Issued by the Department of Environmental Protection: Name(Print)L. Da t f Issuance: Signatur Tier I Permit 9/t 7/97n E E 3 l Notice ofAppealRights Any person aggrieved by a decision of the Department with respect to any Tier I permit application may request an adjudicatory hearing before the Department in accordance with M.G.L. c. 2 1 E and 310 CMR 40.0050 and 40.0770,within 21 days of the date of issuance of the Tier l permit, if: a) the Department issues a permit for a classification higher than that stated in the LSP Tier Classification Opinion;or b) the Department denies the applicant a permit, unless the Department notifies the applicant in. the permit decision that the Department intends to undertake or arrange for the performance of necessary response actions at the disposal site; or c) The Department imposes conditions pursuant to 310 CMR 40.0730(1)(h)and 40.0740(3)(o) without the applicant's consent. Tier I Permit 9/17/97n 4 Permit Acceptance Statement and Certification of Submittal Note: Each Permittee must complete this section and return the signed Permit Acceptance Statement and Certification of Submittal within 30 days of the date of issuance of this Permit decision. For disposal sites with more than one Permittee, make copies of this section, have each Permittee complete this information, and submit all copies to the Department along with the Acceptance Statement. Permit Acceptance Statement I accept this permit and agree to conduct all response actions at this disposal site in accordance with this Permit and the provisions of 310 CMR 40,0000. I am aware of the requirements set forth in 310 CMR 40.0172 for notifying the Department in the event that I am unable to proceed with such response actiondl). Name(Print): M. I. Jones Position or title: Maannufactur ' Vice President Merrimack Valley Works Signature: U Date: 3 \ Certification of Submittal(The abovepertnittee must also sign the following certrfieation) 1, M. I. Jones ,attest under the pains and penalties of perjury(i)that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this submittal, (ii) that, based on my inquiry of those individuals immediately responsible for obtaining the information,the material information contained in this submittal is, to the best of my knowledge and belief, true, accurate and complete, and (iii) that I am fully authorized to make this attestation on behalf of the person or entity legally responsible for this submitta(l). 1/the person or entity on whose behalf this submittal is made am/is aware that there are significant penalties, including, but not limited to , possible fines and imprisonment,for willfully submitting false, inaccurate or incomplete information. Name(Print): M. I. Jones Position or title: Manufacture g Vice President Merrimack Valley Works Signature: Date: (� ' (1) Please Note: If any person other than those who are legally responsible for this submittal are going to sign the above Acceptance Statement and the Certification of Submittal, a written authorization, from each person(s) or entity(ies)who is/are legally responsible for this submittal,must be attached to this permit. Tier 1 Permit 9/17/97n 5 This Attachment will be completed by DEP ATTACIIM KNT A TO PERMIT NO.WOI6340 Each Permittee shall comply with the following special conditions: [X] Check here if not applicable to this permit. 6 MAR-16--00 THU 11 : 11 All P. 1 COVlELLO ELECTRfC&GENERAL.CONTRACTING CO., INC. 101 HICKS AVcNUC MEDFORD, MA 02155 (781)391-4050 FAX TRANSMITTAL TO: Jim DaCola 978.688.9542 Llectrical Inspections FROM: Cynthia Janov DATE: 3/16100 RE: Permit Application MESSAGE Dear Mr. DaCola: We are going to install traffic signals for the Mass Highway Department on Route 125 in front of Lucent Technologies. I would like to submit the original of the attached Permit applications but do not know the fees_ When I called your office, the person I spoke with suggested that I fax the applications and You could let me know the amount to send with each application. I am also attaching a copy of our certificate of insurance. Thank you for your help. Thanks, Cynthia Janov IP YOU HAVE ANY QUESTIONS REGARDING THIS TRANSMITTAL., CALL 1-781-391AO50 OR RESPOND BY FAX TO 1-781-395-4416. TRANSMITTING 4 PAGE(S)INCLUDING THIS COVER PAGE MAR--16-00THU 11 : 13 0 F. 4 Mar I5, 13 : 43 A'ST by: .4pFBarbara Su2l,van 1I3 : 94J Page 2 of 2 .raooucER ........,. THM.. ...,; .!` :''?"'�••-: 03/15/00 BOYLE INS AGENCY I1VC ONLY CANOIFI o���sl�Eo RlaffTs uPotEA OF IN pRMAT(OE 4EOLDER. TNEa CERTIFICATE DOE$ NO7 AMEND, ExTENE) OR 445 RAIN STREET ALTER THE COY6RA0. AFFOROEfl BY_THE POIIG_ffS eE40W, WOBURN 11A 01801 COMPANIES AFMRDINQ COVERAGE COMPANY ,NSuj;f A ST PP.A,UL FIRE 6 MARINE/USFaG COVIELLO ELECTRIC 6 COMPANY GENERAL CONTRACTING CO INC to UNITEA PACIFIC INSURANCE CO 10I HICKS AVE coMPANY D1Ep�'ORD c 14A 02155 SPAN -„—_ I5T IS E T4 POUCU IASURA NCE LI• -. STn ' WDI(,gTIrD.NOT4VlCHS7AN FLOW.1VlVE"I�IrEN�L$&VEOTO.TH - . CMG ANY Rt pUIREAHE lvT.TERM OR THE INSURED NAMED A80YE FOR THE POLIGYvPI!n*j)+ GfATIFECA7E fAAY Eif MUE0 OR MAY PERTAIN,THE INSVRlU{CE AFFORDE C 8v 711E vpLiCf�e AAcTR OTH R D HERE N Ig 6V t FIES E AL O THE EG THHS MLVSIONS AND WNDITiONS OF SUCH POLIGIk Liming SHOWN NAY HAVE 8EEN REDUCED DY PAID CUPA5. LM TYPE OF ftVRANCk —.,-- POLICY HUM MR :P0L1GY EFYCCYIYE Y 9%RRA110N; DATC(YITtfDi'YYJ GATE(MMMAyy) L[HITA OENaAAL i.IADAiTY .�,�sQQ 0416319 1 x OOUMERGTALOEN,EAALLL4BLITY 0 28 99 10 28 00 06'teRaLAGammATE Q 00=Oq ewMs LTAOE ocxuR ;PRoa_ 8,cOyPeOP AOG 32 000 Q 0 Q OWN" 'PERSOWu�ADVWoRV L, T}- 000,000 9 d WtiTRACtOR8 PROT � _L,,,, KAC soCCU'RA E sl,000,000 O+wAGE E Y+Y h0,) s 50,000 autOYDHIus Lu61Lnv )fhi0 B9Q030 IVED EXP µAy 9%WaOn) : 5 000 3 06 00 3 06 01 ' -ANY AUTO .COL191NEp 51k4L9 U41Ir = AL1 OWNED AUTOS X SCHEOULED AUTOS BOWLY DWRY = ~ I(Per uonon) _ .. .500,000 X AONQWNED AUTOS eODrIY m4t,RY , `tPeraa�a� 5Q0,OQO PROPERTY DAMAGE a RARAO E UABILITT `—'—`— �Q O,0 0 0 ANY AUTO OtAY-FA ACCIDENT a OTHER THAN AUTO ONLY: 3 EACH ADCIDENT ExcessLlAr3rLlry BFS00000416319 10 28 99 j0 28 00 AGGAEGATE i _. X VMGH�uA FORM EA{Fi DnLyRRE1 Cfi a5 j 000 OTHER THAN VMBREcLA FARM RCCATE .1 QO0 000 WORKEA2cOYPaHI$APONAND NIIA170587801 10 28 99 10 28 00 X s EmP*vFf'3'LIA mry Lllr THE PRCPRIE"TDEV EL EACH AOC40UM j 10 0 Q Q Q PAATNERSlQQ:(`,A' I, -CL l—____ OFPICEPS ARE-7 Exa a oLg,�sero�MY L,>,Icr a 500 000_ OTHER p Dt$W$C A EMPLOYEx f 0 0, 000 Da"Al"'ON OF OatAAT,ON3JL40CAT1D.VMMCLcg,3prciA,,arms ..... ...... SNO,ILD ANY OF ME}ADOYE.DE9 tivi::Y.o •}::};:{s,{?:,::: :};:,::i;.j::i::':;5 �i?i:_. TOWN OE NORTH ANDOV1vR CA no POL;0b*'BE CANGELLEO BE OF THE ' ATTN• WIR8 INS1PFCTOR WRAT10N DATE TNEREDF, THE rMIW COY PAN'(WILL 4NDEAvQn 10MnL TOWN HALL "DAYS WFt$TTKk N0TU YO TW,C4FIW1C4TE kOLp[R NAU90 TO THC LEFT, NORTH ANDOV.ER MA 01845 BUT PArLUAG td MAIL at)ON N0H7GE gUALL IMPOSE No 06iJCATiON oR LIADILfIY OF T UPn t> PANY ITS A an REPREatHTA RS AutkORQ{p R>FiAF3ENr4TME Gerard F dal yy��yy��,� Pf�Y!EY:?.• 14AR--I G-u0 THU 11 � l i A F. 3 I FR 1 11C t�U1111I101W C UItlt 131. 1,.r Ltt.-IriJ�l lam. lJ1 II ,E 0cl)Urtr1tcElr of 1'111aric Su►`cty IlOA11U Or Alit; PIICVcII'IiOli Ill~GULl�7i(7I1:, !j27 Cl.tll IZpt] AIDIDLICATION FOR PERMIT TO PERFORM LLECTFRIGAL WORK All .w.k to br ptr,Orfurd Fri•eeard.�,e+c .nrrt rl,. hlwre.el,u.aru Cire�E,eal Ceklr, 511 CTllt 12.00 (L'LL't!:tw 11►L11tT yl1 l:il>Y OIL 'I`I111r ALI : jjK.0jUjn1,a01l) Dace March 15, 2000 Lit7 at-'loult o: North Andover To that 7113pcernr of Kres: xtle undcvSigticd ,I,Irlles for a peroLc ca perforta ehc cicccti"l work Jucribetl belou_ LOCArion (Street & llumber) Intersection of Lucent North Drive and Osgood Street (Rte 125) otmer or lnmam: Massachusetts Highway Department (District 4 Office thnterrs Juldress 519 Appleton Street, Arlington, t'1A. 02174 Is this ycrraic in conjunction viol a buildi.11g pe.rimi-t. Yea ® 11, (47reek &pproprtare Box) rurl5ose of iluildirtg N/A 001981 Utiii[y llutirorisatlnrt IIO. LxLselrsg Serviee �TA„1,s / VoIr-S Overticad ❑ Und�rJ® Ilo. of ►ieters taeu Services �Aaps / yaltS Ovattread 11nJgr llo. ak ►facers 1 ilusaber of Xccders arttl AmpaCLcy Locarw;t acid ]lattices of Proposed Electrical fork Traffic Si nalization of Intersection Ila. of Lighting Utlticts t1n. of clot '[uLs 110. of Trarlafotmerz �"r,tAt1 1CYA 1143. of Lighting, >•ixtures l Svl,maing l'nul A"Va I' 1 111" r El gr^nd- LJ strlyd. CcEierators kYA Ilo. of 4 tceptacio Outlets lio. of Uil tlurncrs Ill*. of Emergency LigGeil.lg lflattcry Units Ila. of SuLtcll ootlnts Ilo. of Gas Llunlcrs ME ALJUt1LS llo. aE inFlas Ira. of ItsnRes IHo. of Alr Coed. !oral Ilu. of Uateeeietl Ali(] totla I114Cl.atillg UavLces Ila. of Disposalsi111anC �.UC11 AotA► -- 11Irur13 C Elv KW 110. of sounding bevLCOS Ito. of IlishWasllers j Spaces/Area Ileattrig IM Ila, of Self Contaillerl VctcccLortlSaujld"$g Unvicr~s Ilo. of pryers Ileacing Devices 1oaa1El lbstlCanne [iaieetto nDQther Ito. 0f VAC.Cr 11e.tc97x IC,1 110. oc ito. of `Low Voltage St ns Ballasts Iltrin¢ 11o. llvdra Wsxage Tubs Ito. of lko tors Tagil lip L O'i'111It; 'UISUIWiC£ 00rYEit1GE: Purr uArit to Ole requirements of Rissa0usem General Laws I It&Vr a current Liability Itlsurance POLIry inaudLnj; Cowplata4 Operations Cove rage ur its subitulltiAl equivaiellc. M)U 110 Q I have submitted vaitd proof of same to this oEficn. YMC 110 [a If you have rbreked YES, please indic-atel tiles typo of Coverage by checking the appropr ate box. 111SUILAIICE XH Ij0tlU ❑ i711LF-A❑ (Please Specify) Certificate Attached � #+zracl,on watt! Estltra.atatl Values of Electrical"Wark S $1,000.00_ - Work to Start_ --U2D/D0 Irupectton Will Call Date Rrquestadi Aough Flltal Wi11. Call Stgneu ut,der %he }tcn.iltle, ui par}uryl F'1101 tl" r Coviello Electric & General Contracting Co. , Inc. LIc. 110.(It) A9947 Ltcenfec Ser S?-Coviello, Pres. Signatures ,z,.��C,�l re5. LIC. Itp.tl=)A9947 AelJrcas 101 !;Belts Avenue, Medford, .MA �7,"it,(02155)8 .lei,110.7$1--391`4 5 hit. TeL.•tlo1"81-395-441.5 otntEIVS '111SURMICC t1A1Mtr 1 aces Rware that testa 1.1eerimea does nae iirve the insuxanae coveraga or rix sup' stantL;l equivwlertt » rsquLveLl try tLa..Kt,LlusatCs C.cnaCal anm "t My aignatl,rn all flkls perwLt appLLcatiatl waLvaa Luis requircmcltt. Wlter Agent tPleasC CIIecK ongi TeSaptlone Ito. Itece i r)t b1AR-10-00 THU 11 : 12 All l�ulII J i I U I I L UC LIICII t.j+. I'ILA__,AUl_I IL1J4Lw tr7 0Cpuritnctir of MAI)hc Sarcty OOAIIL1 OF FIRE PnEVc11'11011 Al:GULATIOUS s..t y PIDLICARON9aFQR- .,,rPr`MMIKrw1 0 611 rPERFORM IELETRICAL \N0' RK i1I ilir ail Tarr- ALr, zir- ]tLtdiLao,i) Hare March 15, 2000 Cie./ ar. ovp of North Andover —— io tile. Illspcccoc of 114cst i]ra undcrsig,lccl appiLts for a perotc- to lterfom elie eleettCic-at vork d"eribed bcloa. Loeatien (Stlractw & Ilumber) Intersection of lucent South Drive and Osgood Street (lice 125) Auner or Te"Fir- Massachusetts Highway Departulent (District i't 4 Office it ovtttr's "dress 519 Appleton Streec, Arlington, MA 02174 Is this ptrnit: in cnnlunccion vttll a building permit:. Yes Q Ila (Check Approprkate ilox) 1411rt,vse of hutlding N/A Utilitrp AutbarlYatiou Ila. 001980 existing Service Amps / YgLcs Overllrad ❑ Undir40 Ila. of tleters lie.,Iteu Srr-VICc 100 ,apes 120 / 240 Volts Qvrizhead ❑ Undgrdu 110. of deters � - . Ilutnber ol: feeders end AmoscLry Loca[ton atld iiatr,re of Proposed Eleccrirzi cock Traffic 5ignalization of Intersection Ito. of i,LRlittlig thltlets Ito. of Ito Tubs Ito. of rranaformcrr Xatal Ito. of Liglitittg Fixtures [Svltmaing Pool Alx;ve ❑ iu' 1 ❑ IV A trrtltl, ttT7rd. Gllttra[ars KyA Ito, of 'll'-mrtptacla outlets Ito. of Oki Bursters I]o, of Emergency Llgitrtag $srterY II.,LtS No, of Suitclt lhatlata IIto, of Ca: t3ur3texs I= ALAQQ Ito. of Xonaa Ito. of Itartgcs !oral Ito. of DctecLLon and Ito, of Air Goiid. toils IfrLILIAL erg 04VLtei Ito, of ill!kposatls 110, of lrumrt oa TTC-&t Aatl Va. of Soundi,tg Devices Ito. of Ulshvazirers 15pata/Area Ileat Ing K11 Va. of Self Contailterl Utt ccclvulSaunutst� Dgviccl Ito. of Dryers Ileaeing Devices LQca1 flunicipal - -7 11 Connecrion❑ether Ito• of Sheer IltAcers Y"i Into, of ira. of lLav YoLC�gC I SL ns Ballasts tttrinq Ito. Hydra llassapt Tubs `Ito, of Itotor5 Total ILP 011IER: 111SURMCE COYEFJhGEi Nrttu.nt to the tequiremencs VIE HassachuictcS General Laws I have a current: Liability Insurance Policy inc-lu4ing Completed Operations Coverage or its Itubeeatltial equivalalic. YES . 110 ® 1 have submlttc4 vaiLd proof aF sang: to this office. `fF.�� 110 If you have checked YES, please lndlcate the type of eovsraga Gy cltectritlg rite. appropr ate box. 11tSIItUItICi uot1U ❑ 0111FIL '___1 (Please Specify) Certificate Attached Esrl,uated value of Firerci,cil Work S 1,000.00 ptraCLgr; ustat - -stork to Star t( 0/00 InjpcctLott Bate Requestedi Rough will Call. Final Will Cali Stsimu under the pt,tattt,es of perluryt I-llul iintE Coviello Electric & General Contracting Co, , Inc. LTC. 1+0.(A) A9947 Licensee _ Ser io Coviella Pres, sig,c►aturc ..•••---. ,P�eea. Ltr,. 1+o it�)A9447 Address 101 Hicks Avenue, Medford, PfA io( 215 Bus, xal. tto.781-•W-4 ALL. Sal.•tlo7$1--U l 1{ Ouli,tA'S 111SUMICt: WAIVERI L sar AvgrA ttiat ttln LLcenaea does not have use Ilnsurahce coverage d ' svu- stantixl enuiV,stcnt as regrlLred by 11a,td.,ctou%nt:c% Crnerrl ems, A,td ttur my tignacura oft cults pe mit 2ppliGatLo11 ►,sivSs.;iris requkremenc. O+nicr Agent: (PlcasC ctr[cK one) 7elelrtzone 110. IlrctluL ~~—� PERMIT NO, 2- 4 ATION FDIt �' IT 7'0 3UILD NOI2'I 1IND � NIAPNO. LOT1140. 'vn � 2. REcOII�� - ZCDNE SIIfIIDf\'. LOT NO. �— � - Ad-0, S '� �� LOCATION t� ' S PURPOSE:OF 13I1II.DINc OWNER'SNANIE — NO.OF STORIES OWNER'S ADDRFSS �n ��/ BASFAIENTOR S 1i3 AItCIIrrECT'SNANIE dfdlt{ /y` SIZEOFFLOORTUMBERS �-, .` , 1Sl IND BUILDER'S SPAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS DISTANCE FROM STREET `� DIMENSIONS OF POSTS f DISTANCE FRONI LOT LINES-SiDES ,l rREAR - DIMENSIONS OF GIRDERS N AREA OF LOT . FRONTAGE f MIGHT OF FOUNDATION ' f/ / t G i V —' er THICKNESS � , ,t om— �r IS BUILDDING NEW SIZE OF FOO"rfNG " t fr x IS BUILDING ADDITION MATERIAL OFC€[[NINES' hP {y IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND '7 -b"o WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER A/O BOARD OF APPEALS ACTION,IF ANY IS BUILDING CONNECTED TO TOWN SEWER � IS BUILDING CONNECTED TO NATURAL GAS LINE !� INSMICTIONS I PROPERTY INFORMATION LAND COST - EST. BLDG.COS"r s PAGE i "ILL OUT SECTIONS 1-3 EST.BLDG.COST PEIt SCE. FT. EST. BLDG.COST PER ROOM ELECTRIC M ETERS MUST BE ON OUTSIDE OF BUILDING SEPTIC PERMIT NO. ATI°ACIIED GARAGES MIIS'rC:ONFORM TO STATE FIRE RE;C III,A7'IONS 4. APPROVED IIY: _ L -,PLANS MIST BE FILED AND APPROVED B1'[?IIfLIDING INSPECTOR BUILDING INSPE C-F()I2 DATE FILED OWNERS TEIN 1 / )g—Z' CONTR.TELr 0 - SIC:N,\TI,RF; f3F-C}1VNF.R Olt All'I'I[{)RI"l.II7AG@:N'i' CONTR.I.IC1r 0 6a FEE r !J { PERM IT GRANTEID f nevise, '5t5[99 aM 0 'Tovm or^ dover 01Z No. A107 ` , CD BOARD GE HEALTH 91 PL. RMIT T D Food I Kitchen Septic System I BUILDING INSPECTOR - I THIS CERTIFIES THAT., c `�uT'..'t Ftl,?t -. ;F� . L! .G. .. �G Foundation has permission to erect.0 . .� .?kv. 4PP4 . uildings on ....1.. c .. _. ... . ... ......... Rough ` 4 to he occupied as... ._,.....! .i.3_�t,... ' �"r ...: ..Ct� {� � 11 .'.�-11 ice... Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on fife 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 Forth Andover. PLUMBING INSPECTOR VIOLATION of the ZoQ Building Regulations Voids this Permit. Rough FORWARD 19,- PER�vffT EXPIRES IN b MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR MA Rough m ..... ....... ......:.. ...... ......... ... ......... ..........., service BLTILIING INSPECTOR Final L- ,�ancy P=lt Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises of Remove Rough No Lathing or Dry Wall To Be Done FIRE DEPARTMENT � Until Inspected and Approved by the Building Inspector. ,r burner -� + 143 r t— street No. I SEE REVERSE SIDE Smoke Dec. _ I Town of Noah Andover i IAORTH �A TT�' OFFICE OF y` °< COMMUNITY DEVELOPMENT AND SERVICES 0 y r t �R 27 Charles Street r =`# North Andover. Massachusetts 01845 `'s....... wILLLAM r. SCOT r 3ACH"_ti Director (973)638-9513 I .. Fax (979) 688-9542 In accordance with the provisions of MGL c 40 S 54, a condition of Building Permit Number •-g is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c 11, S 1 5-0 A. The debris will be disposed of in: (111711-50NIW/ PE13ierS (Location of Facility) 1 G� Signature of P Applicant Date NOTE: Demolition permit from the Town of North Andover must be obtained for I this project through the Office of the Building Inspector i HOAIMO a.P°EALS 633-9541 ?LILI)ENG 654-9545 CONSEi2VA?;;ON 633-9530 1j-.jii 633-9540 PLANNW G 633.7535 FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements, *-*****************"**APPLICAiNT FILLS OUT THIS SECTION*************** APPLICANT n 6 6 PHONE LOCATION: Assessors Map Number 0 .34-- PARCEL 06>1 -7 SUBDIVISION LOT (S) STREET ST. NUMBER /&00 RECOM_ ATIO.NS OF TOW NflA(;,PITS' - CO RVATION ADMINISTRATOR C/ DATE APPROVED_ DATE REJECTED COMMENTS— ---fA z-LfA:J1J'0 tA) Tow N E R DATE APPROVED DATE REJECTED COMMENTS (v FOOD INSPECTOR-HEALTP SEPTIC INSPEC-r C) A COMM' 62 'V 00 yt <�Ze, 4�1 0 ANDO ~ its NN z 01 0, UZI' —DATE R'.-" moo ASS Revised", -(A FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from, Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant andlor landowner from compliance with any applicable or requirements, �FILLS�CUT­THI APPLICANT P 6 PHONE -7 LOCATION: Assessor's Map Number 0 PARCEL SUBDIVISION LOT (S) STREET ST. NUMBER RECOM ATIONS OF TOW OW A NTS CONt-6RVATIO& ADMINISTRATOR U DATE APPROVED DATE REJECTED— COMMENTS— -&-If) / OL) TOW—5 4N E NERR DATE A EPPP RC�v EE D DATE REJECTED COMMENTS_ FOOD INSPECTOR-HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR-HEALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS - SEVVER1WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9N97 jm UWN OOOPWuuuuo l6hiM41MImiviN Mf 1W(fVh fi�fyii M4f4f�11f 7WGa+iM1�P,^mi irr ,MAPI X MASSACH USE 'TS UUNIFORM�UNIFORMAPPLIG 'ION FOR PERMITPERMITTODa PLCIN>iB1N PARCH.__ y-pNORTH ANDOVER,CIASSA�f ��� �� ��T� ate �?-2— C —5` 9 Building Location ..m.. ..._... —._.. Owners Name, (,,JC ... 6 `" ermit# y Amount V. -- 'I'Voc of Occti aney New Renovation El ReplacementEl Plans Submitted Yes El No El FIXTURES u rr cr h � �4 W W ri cr: crycr, ,, cr C Cr ' cr a t^ C <C' ✓"� t S>r$Ei'�u'I1r: w 1ST FUM 2M FLLXR 3M IZ 4T[1 ILt S1fl RL 6-M FL" 7TH ILa-1Z FI..C�Ii. (Print or type) Check one: Certificate Installing Company Name Corp. Address El Partner. Business'Telephone LjFirm/Co. Name of Licensed.Plumber: ILiability insurance poly Indicate the type of insurance coverage by checking the appropriate box: LiOther type of indemnity Bond El Insurance Waiver: I,the undersigned,have been made aware that the licensee of this application does not have any one of the above three insurance ignature ' Owner El Agent El I hereby certify that all of the details and information I have submitted(or entered)in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit.Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws.. By: wgnature of Eicense tiro er Type of Plumbing License Title City/Town cerise i um er Master Journeyman ED APPROVED cot:i:icE USE ONLY rl u a� rvi lw i ftlTd I�LQl i lY � m� S c e t$ Office Use Only Derpanment of Public Safety Permit No. BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 1'2.00 Occupancy 6 F`rc Owcked �nioicNnmuimio�u um�msum m �mou �� f lyfa ll�aana�s smlu�4u 31 heave blank) t z:ao R � m m �m�aaiiir r mirram o�k�s�mi �N Ll�J�rl� ' F� � � ' ' �" RFOR ELECTRICAL 1r1J'C� All i work io be performed'in accordance with the Massachusetts Electrical Code, $27 CM (PL Nd fGf�TTM1J dro E ALL INIilORMATIONI Date µ.. rm muawu.rcaus�mso imps � � iwi mrvu i v uJsslfflSslsf �� JNfBJIm<SJ1s\PI � tL��LAl.vi�G�Y�Af�^ r�rc�iou�eemrnrui�uvws Ali/�•, •' f�fr �Q�:.t';,(„"'. � ._. ^swo»R1;r,. ,.°�1N9.Sj4i�)llJ'�V!ss� n1111 1Ysu��y�Y1s61hi tnSpt''C"I'of of lY'rlrIfCS,} aoYPlm mmv:M Comm a La,,, ittWU", �"iYJ(IrylY e undersigned•applies far a permit to perform the electrical work desctibed bolow, m�nmH�rmim •, j �1�1)Y7�'IfG.�9sY�j�II�Yk6MV11�4;imy�llkis Lfacatian lStrt & Number) p (� r c" �`�' ,r t.�f Owner or Tenant L L C K' if ' r t ii e �t i��irlv�ua uuvuNVm�ufonvmwo��suomu��wm�i : Owner's Address w Is this permit � permit: 7e�'b1°..r w �mn�.mnnn;w or�u�a�u ......mymuvll,, (Check Appropriate Box) pt. tin conjunction svutha building pe q Purpose of Building +. f`r 1 <r f G 1 1. Utility Authorization No. Existing Service Amps 1 VoUs Overhead E] Undgrd 11 No. of Meters New Service ,_,._.Amps J 'Volts Overhead Undgrd IJ No. of Meters Number of Feeders and A,mpacity Location and Nature of Proposed Electrical Work TOTAL No. of LiEhling Outlets No. of Hat Tubs No. of Transformers (KVA No of Li hung Fixtures Swimming Pool and', ❑ end. D Generators KVA Na, of Emergency Ug ting No. of Receotacle Outlets No. of Oil Burners Battery Units No. of Switch Outlets No, of Gas Burners FIRE ALARMS No. of Zones-- Total No. of Detection and No. of Ranstes No. of Air Conditioners Tons Initiating Devices eat —Total TotalNo, of Sounding Devices No of Disposals No. of Pum s Tons KW No, of Self Contained No of Dishwashers Space/Area HeatmE KW Detectiorv'Sounding Devices �--}. Municipal ---� Loca1U Connection E]Ojher No of Eyrwen Hearing DevicesKW o. of No, of Low Vo tage No of Witer He'atcrs K%V Signs Ballasts Wiring No Hydro Massage Tubs No. of Motors Total. HP OHIER. r INSURANCE COVERAGE: Pursuant to the requirements of Massach.usrtes General laves I have a current Li,abdity Insurance Policy including Completed Operations Coverage'or its substantial equivalent. YES 0 NO 0 1 have submitted valid proof of '�Jme to this uffiec, YES 1i NO I.f If you have chec4d YES, please indicate the type of coverage by checking the appropriate box. Nas INSURANCE EJ 80 D t__! OT14ERI—I (Please Specify) (Expiration Bate) Esurnated value of Electrical ".York S %York to Stan Inspection Date Requested: Rough Final }jgn(,O under the penikies ear perjury: FIRM NAME 'J Gi 4f',tdfl�. C r!Fn �r�r LIC. NO. 3 Licenser Signature LIC. NO. �ddrrss r / '�i cl/of'll Cd iir h l f--tr g' ,I,4 -J. c G" Bus. Tel. No. �. .r✓ tr Alt. Tel. No. ant.nr.drt'"':1t the Licensee does not have the insurance cownage or its substantial equivalent as rC' ultea by r'+'tassa[taUSt4ts .,,.••�, ,.tis .nI "".N: . "J'...'r' ",� s ,`,,iTlil aPl-1J1k:JP011 .4dise% :his 1t.`Qi1rfn1efa1 l)wnef ASet'1t (Please checx. one? CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number,o37 (2_ 15-U� Date, -�uutF err I SSA' THIS CERTIFIES THAT THE BUILDING LOCATED ON l(,00c2 -`rrz i MAY BE OCCUPIED AS P?/+Lb ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY, 01 CERTIFICATE ISSUED TO -�c � �_t! ° ADDRESS 6>ig¢5 '''A<)40s`` ilding Inspector 1poemn- A/D 03 T,f o 13 TOWN OF NORTH ANDOVER SSACH 5 APPLICATION FOR CERTIFICATE OF' OCCUPANCY/INSPECTION ADDRESS/LOCATION OF PROPERTY : /4000 6. 5&oop sr. MIQ 10,9' vet-e -, LMI _ DATE REQUESTED FILED/READY FOR INSPECTION_J'i4/J6_ I CLOSING DATE ON PROPERTY: Al 1A FIVE (5) DAYS NOTICE PRIOR TO CLOSING DATE IS REQUIRED clsj A66,zWORK AND PERMIT SIGN-OFFS MUST BE COMPLETED WITHIN THIS TIME FRAME. 10 X.n,RE-INSPECTION FEE OF TWENTY DOLLARD $20.00) WILL BE C9 RGED IF THE STRUCTURE DOES NOT MEET ALL APPLICABLE CODES. SIGNED ROUTING CONSERVATION PLANNING DPW - WATER METER NOTE: e_t*xwsr1.A16- Nomne me-rces IN n-4com: DPW MUST INDICATE THAT WATER METER HAS BEEN INSTALLED PRIOR TO SUBMITTAL OF THE OCCUPANCY/INSPECTION REQUEST [DPW Signature PFS CORPORATION . Northeast Region dOb Mere.Srrtx4 elcscttubwg,PA 17815 Phono:S? "784-8396•Pax;57Q+784-5 1 Sa dqu ;,..,. Duee CY?,,I993 Ala�{sna-�Yr:, pf��+ a,c�tt vvebyltd Mr,RM R4kdl . lulpllsrwvr,pfwxca catr PPs Corporgitm 2402 Dauiels S Edstan"MV1c,Plt i41 W133T1R der of[be Boars adtlur�pdk•�erara� � nlJ.9Vtt , Pia' WhWey#55633,Luced Todmcdo9w rwmmlpt(c�Wl.00m - PlcbArd L.'Wmar,.Pig G Mlu;Vic► Taesr Mr. ; Per atel0me Ca lash umd ffm Mr.Ibma3 Ro at the ch ofPubHu Safdy, abovereterwood pits} Crow ba lall ed.Plem have y . tb PPS Rcploual(}1YWcm; VpWriae msipia ad sike %tv?&.Jun WC►*,Cmter Bun0124 Mi as SWn as pmibts since he is ite axest PPS Cowratirn flow inspa=,Mr.W016 va&Sta the iu4uda Nye,Rv" on to MoUar E100m0we,PA scar aaa e3sa Shauld YOU bAVC Mly qucTtiow,please feel fiw to call this offirxs at my lam. south(�trar d ztvxal•sse� wcswo 1Re&oe ccln*udiYcly, Los knplsk CA 31tU SS4-7Z8x t hrldror�R R�dan � , Mlntt9stA W't 64P M-3361 Brian X Wdlis,PE aosncn,o1y Settaox Staff En f Islam Examim a 19!ssJ-aoa4 Nartti�t Rcltral c4. Sauts�►e��a® Fxalcrgll,?�C 9 f%d45.84Sa Cc: Richard L,W ,PPS-PA Thomas LAPS-MA � Paul Grp WMC-fN. -,, EIVED JUN o 9 WILDING DEP"r. l hQ*IWIN CERTIFICATE OF USE & OCCUPANCY Town of North Andover Building Permit Number 037 r-'- 15 Jqq Date -S-u Aj c �r f I Ss9 THIS CERTIFIES THAT THE BUILDING LOCATED ON I t.-OC, MAY BE OCCUPIED AS k6bukatz OM-L- RCEIN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO n ADDRESS LzeWu-k W19 e10*5- ss,���y� ilding Inspector 20/011 Perini Building Company, Inc. Eastern US. Division 73 Mt. Wayte Avenue Framingham, MA 01701 RECEIVED TOWN OF NORTH ANDOVER OCT 1, il "1999 NORTH ANDOVER MA [AA1,DING DEM ATTACHED CHECK IS IN FULL PAYMENT OF ITEMS LISTED BELOW.PLEASE DETACH THIS STATEMENT BEFORE DEPOSITING XX 'R, PERMITI 137 09/18/901 2,050.00 2,050.00 ........... �.N ... 97468 10/01199 014079 TOWN OF NORTH ANDOVER $2,050.00 Lucent Technologies 80,11 l.ANI'nraeavatk ri' Stan Swerchesky Perini Building Cor rp. 18 Sept, 1999 Per your request the cost of the generator and chiller associated with the UPS project as follows Diesel Generator $233,,760 Chiller Unit 81,600 Buddy Rloblp.Y. � __..._..,._ . _...._ .._ _.. Prgjeldl N!lanager r7 eta k-t r`-C 9 fart✓ - t,'�� OFFICE OF BUILDING INSPECTOR m .wx. •'*d TOWN OF NORTH ANDOVER '. •'` ." CONSTRUCTION CONTROL Mt rcwu'ar,° . PROJECT NUMBER, PROJECT TITLE: &werg PROJECT LOCATION: .. , NAME OF BUILDING: MATURE OF PROJECT: CI IN ,, CC RDANC WITH , TICLE 116 OF THE MASSACHUSETTS STATE BUIDI ODE, I REGISTRATION NO.� BEING A REGISTERED P OFESSIONAL ENGINEERfARC'HITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT ARCHITECTU .„ RAo STRUCTURAL 11 MECHANICAL out FIRE PROTECTION FJ ELECTRICAL OTHER (SPECIFY) OLL FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEGE, SUCH PLA COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSAC d 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 BE PRESENT 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 cede-required controlled materials. 1 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 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 Atf '�"THE. SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR CYNk mu�SU RIBED AND SWORN TO BEFORE ME THIS � m DAY OF STo�RE 1 g N RY PUBLlq MY COMMISSION EXPIRES OFFICE CAP BUILDING INSPECTOR • .: ' ai TOWN OF NORTH ANDOVER a :' . . CONSTRUCTION CONTROL, PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: C r NAME OF BUILDING: NATURE OF PROJECT: d ARTICLEIN WITH 116 F THE MASSACHUSETTS STATE BUILDING CODE, I,_ fi7A 2ACCORDANCE �zvCt" a 1'6111 AZ 14. - - ----REGISTRATION NO. 3 0�75' BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATION'S CONCERNING: ENTIRE PROJECT ARCHITECTURAL ❑ STRUCTURAL 0 MECHANICAL E] +� IGAL,lL�J FIRE PROTECTION L�JI L L�I E �ECTR OTHER (SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLE.GE, 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 BE. PRESENT 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 deterrrrine, in general„ if the work is being performed in a manner consistent with the construction documents. PURSUANT TO SECTION 116.2 .2 I 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 SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCC ANCY. E UBSCRIBEDtD M=E THIS DAY OF 19 N TARY 'PUBLIC MY COMMISSION EXPIRES C.. OFFICE OF BUILDING INSPECTOR 7. w* TOWN OF hICI'RTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER. PROJECT TITLE: c PROJECT LOCATION: , NAME OF BUILDING: MATURE OF PROJECT: THE MASSACHUSETTS STATE BUILDING I IN ACCORDANCE�4'V�TN''CALM"', 116 C) L.�, ���� � REGISTRATION NO. ��"�"� �� 47 �� BEING A REGISTERED PROFESSIONAL ENGINEEOARCHITECH HEREBY 'CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISE'0D THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ANIC I , ENTIRE: PROJECT ARCHITECTURAL ❑' STRU'CTURAL El (STRUCTURAL P`fixL FIRE PROTECTION ❑ ELECTRICAL El 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 SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT 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 ether 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 116,22 I 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 SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. SIGNATURE SUBSCRIBED AND S fRNTO BEFORE ME THIS DAY OF , M N TA R PUBLI MY COMMISSION EXPIRES +I+' .0 N OFFICE OF BUILDING INSPECTOR broa `„„4UG TOWN CAP NORTH ANDOVER CONSTRUCTION CONTROL 9y SaCY.t4lA`. PROJECT NUMBER: PROJECT TITLE. PROJECT LOCATION; 6 NAME OF BUILDING: NATURE OF PROJECT: d ' IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I N T ca REGISTRATION NO, -25 q BEING A REGISTERED PROFESSIONAL 'ENGINEERfARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE 'PROJECT ARCHITECTURAL l" STRUCTURALn MECHANICAL FIRE PROTECTION ELECTRICAL E OTHER (SPECIFY) F FOR THE ABOVE NAMED PROJECT AND THAT, TO THE.BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MIASSACHUSETTS 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 BE PRESENT 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.E 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 cage-rewired controlled materials. 3. Be present at interval's appropriate to the stage of construction to become, generally familiar Wth 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 l 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 SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. slGiNATURE 4CSUBRIIBED D S�fi�ORN TO BED ORE ME THIS 6-DAY OFMY COMMISSION EXPIRESY PUBLIC r \➢ ' 1 1I111T&TM�Ii t1{� Jul OtfiCe Use Only Depanment of Public Safety L i N'o.BOARD OF FIRE PREVENTION REGULATIONS 527�&R 12:00 racy S Fe,e Checked (leave blank) APPLICATION FOR PERMIT TO ERFORM ELECTRICAL WORK Ali work to be performed in accordance with the Massachuseris Elmricat Code, 527 CMR 12:00 _ (PLEASE PRINT IN I''NK OR TYPE ALL INFORMATION) Date City or Town of c7 6I eyvC-11 To the lnspwor of Wires) The undersigned.applies for a permit to perform the electrical) work described below. Location {Street & Number) l 0 Owner or Tenant (r cevt _"` '7r'fi dl Owner's Address Is this p-vrmit in conjunction with a building permit: Yes No (Check Appropriate Box) Purpose of Building 1'Y!oc y Lcir '` " " "-(,C-C Utility Authorization No.Existing Service Amps 1 Volts .Overhead n Und (—]'grd U No. of Meters New Service Amps / Volts Overhead 11 Undgrd No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work TOTAL No. of bphilnE Outlets No. of Hot Tubs No. of Transformers KVA A hie (,� Irt- No. of Li Ming Fixtures Swimmin Pail rnd. L ! rnd. Generators KVA No, of Emergency Lighting No. of Receptacle Outlets No. of Oil Burners Ba"eff Units No, of Switch Outlets No, of Gas Burners FIRE ALARMS No. of Zones Total No. of Detection and No. of Ranstm No. of Air Conditioners Tons ota ota Initiating Devices east No of Dis KW No. of Pumps Tons K No. of Sounding Devices No, of Self Contained ng No of Dishwashers S cefArea Heatin KW E}etectiorur5oMunici[7evices Municipal No of Orvers Heating Devices KW Local Connection nOther No. of No. ol Low Vo lase No of Water Healers KW Sins Ballasts Wirin No Hvd'ro Massarte Tubs No, of Motors Total HP OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusttes General Laws I have a current Liability Insurance Policy;including Completed Operations Coverage or its substantial equivalent. YES 0 NO 13 1 have submitted valid proof of ,ame to this ufficc. YES (J NO l.J If you have r hecked YES, please indicate the type of coverage by checking the appropriate box. INSURANCE n BOND 11 OTHER11 (Please Specify) (Expiration Date) Estimated Value of Elorttrcal Work $ work to Start Inspection (late Requested: Rough Final `^rgn(*d under the penalties of peitury: J.. �''`fiRM NAME 'C V l EIC. NO. A3.Licensee Signature LIC. NO. d,rr+it if` ", tt�dr�'95 /(, i 9.J - "1 Bus, Tel. N4. All, Tel. No. �,i•; ' ;•,rt_rt _y A-'%i'2 :a n A,tre,^at the LirenWV dots not have the insurance coverage or its substantial equivalent as required by&tass.acfiuse n M .,,..a. .....,, -10 ^.,.J.; -J:,,°t° ,••, .^ »x.,ry,lr ,ipp cation :hr n�., i"jirenaeot L),wer Agent IPGease Check. over Y,r r— z y� UY ( uILrmunw,etti#f� �� 13815ttClftiQ $ r Office Use Only Depanment of Public Safety N ,�` rmit No.BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:f)Ocupancy d fte t7xcktd Ileave blank) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 12:00 // r (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date City or Town of / / V o 0(/e'f ' To the Inspector of Wires) The undersigned,applies for a permit to perform the electrical work described below. Location (Street d Number) a oo Owner or Tenant _ -(� 9 v i e Owner's Address Cl Is this permit in conjunction with a building permit: Yes _ No (Check Appropriate Box) Purpose of Building 0-(�Ir1[�c- a IIci/ Z04 CM0 t1rY•�-t�P1 Utility Authorization No. Existing Service _ Amps".. / Volls .Overhead ❑ L)ndgrd ❑ No. of Meters New Service Amps ! Volts Overhead ❑ Undgrd ❑ No. of Meters Number of Feeders and Ampacity Location and Nature of Proposed Electrical Work TOTAL No. of LiRlhung Outlets No. of Hot Tubs No. of Transformers KVA Above In No. of Li htmR Fixtures Swimming Pool grnd. ❑ rnd. ❑ Generators KVA Na. Emergency Lig ling No, of Receptacle Outlets No. of Oil Burners Battery Units No. of Switch Outlets No. of Gas Burners FIRE ALARMS No. of Zones 70tal No. of Detection and No. of Ranges No, of Air Conditioners Tons initiating Devices Heat Total TotalNo.of Sounding Devices No of (his tais No. of Pumps Tons KW No. of Self Contained No of Dishwashers Space/Area Heating- L7etectiorvSounding Devices (� Connection ❑Other Municipal LOC21 Na. of Divers Heating Devices KW No, of No. of Low Voltage No of Waler Heaters KLV Signs Ballasts Wiring No Hvrfro hlassaRe Tubs No. of Motors Total HP OTHER: INSURANCE COVERAGE: Pursuant to the requirements of Massachusties General laws I have a current Liability Insurance Policy including Completed Operations Coverage or its substantial equivalent. YES©NO O 1 have submitted valid proof of '.ame to this office. YES Li NO IJ Il you have checked YES. please indicate the type of coverage by checking the appropriale box. INSURANCE [I BOND ❑ OTHER❑ IPleuc Specify) (Expiration Date) ( (stimated Vilue.of Elecrtrical Work S %vurk to Stan Inspection Date Requested: Rough Final �jgned under the jxnallies of perjury: FIRM NJrNj[ o ri A E'a ij e- Cc>< !?G LIC. NO. Licensee Signature LIC. NO. {iidress 70 Bus. Tel. No. rl7",S y7�77V It All. Tel. No. R A,h, ; A.',(c. :aim,,6,irr'^at the t.iceni,e does not hare the insurance Covtsagc or its subsunnal equivalent as required by hlassadtusetu -•�••�. .�,.. ,�,i ••y; ^. :-J;J�i• ••n •^ , ;t"rniE jell-loCilion apt t't )hit req.jirrmcnt C3wnef Agent [Please checx onei FED-12-97 W!ED 09 :41 AM TOWN OF NORTH ANDOVER 508 688 .9.91g�p. 03� (Pont ar sty y") oate 1. 4 Stifiding # Ir OPC-40C n cmmdes NAMG New 99 Rinavatlon Replacamem Plans Subtnitted: Yes Ig No.[I 13 t *,PO ir I XT lull a 6 at 16 a 16 W JU M x 4 ki IL W 4 x 0 Is N�MW WIMME Ewa OF&M mn wpm a Oka. FLOOR - 2 MID rLoom 4TH FLOOR ITH IPL608 rl!,!, To a 144 STH PLOGN, FITH FLOOR Installing COMPSny NA"W4& Ch"kane., • CartAc4ta Coq., El Padnefship 0 Ffrm/Co. Business Telephone, INSUAAN -------------- MeRk one I have a current liability Insurance Policy or As substantial equival"t Yes 0 No n If You have checked In. P1086 Wlcata the type coverage by Checking the sipproptlAte bo x A flablity insurance poilcy Other type at W6tmtty t3 Bond 171 OWNER'S INSUnANCS WAIVER: I am avnre that the 11ceniee the Insurance coverage rcqul(ad by ChApter 142 of the Mms. Qenaral w ,and that my glarinjulrd on this parnnA application waive* this (eq0ternent., Check one: twat A on at Agem A I hereby twilty that All of the detaffe and f6tmAtlm I hAve subffshled(w Wered)In Wx"appkation are true#Ad accurate to the belt of my Irmwod Arxitheid ufnblnq'vRxku�instaga(W2WOnwdup4wth,e pwtinanfollfa%rislons of gle maswictiulf,"t stale pWmbk,6 C4kk WW C:h&0jer &W*d kw We Appkation wM he In compliarleg Wilh 4A V47M., 1, &A into na ure C"Wown Moos*Number At"MD(CfFjcE USE ONLY) TM'W MmMiq nse.Master 0 Journeyman FEB. 12 ' 97 (TUE) 03:57 COMMUNICATION No : 9 PACE. 3 clots Usi or 4 L'i L:� P:tt:►l` of �S� PermitNa. - jRe;mr=xnt'af P'ubt ql Ck=pancy AL Pee _ Aso peeve Wank) SOARO OF FIRE PREVeMON RE��]LATiONS 1 CAR 12:04 APPLICATION FOR PERMIT TO PERFORM ELECTRICAL '' An work to be performed in ac rdance with the Massac.�usetts Electrical Carla, 527 C;<AR ZO - _- - (PLEASE PAINT IN INK Off TYPE ALL INFORMATION) C7ata �`� - 4. t or Town of IiIORTH ANDO�ER, To the Ins ectar of Wires: The udersigned applies for a permit to perform/ the electn work described below. Location (Street & Number) Owner or Tenant Cwner's Address C r an _ Is this permit in conjunction with a d/�uilcir.g term;(: Yes � No (C�ec t Appropriate Sox) Purccse cf Suilaing j30or`'1r-eofit J?er,0vo Utility Authcrizaxioon No. Exisiirg Semite Amps Vcits Gverread Lfnagrna C No. of Meters New Service Amps _ J `lasts Cveri-tead Uncgrnd Ci No. of Meters Numoor of Feeders and Ampacity Location and Nature of Pr000sed Elec:ncat 'Nerx ! �ptat -I transformers No. of ".Gnong Curies Np, f ,cs Np. KVA KVA qn g - S�,r..r:r.y �, _ i Ganeratars No. �r L. t[n -•xtures --:c" � :-c• -- fo. _f =-nergenc/ !ignung No. of Raeeatac:e Cutters i No. at :it Surners j Battery Units NO, at switch Cutlets j No, cr ^-as ?srr.ers PIP; ALARMS No. of Zones .3tat NO. ^.f ::e[eCtlpn drta No, of Ranges No. �r -N,r _ rc. yrs trimaang Oevtcas ' eat �� 'etas NpYf No- ct Souna"tng Devices No. of OiSCpsals m=s 7o n 5 :Cl! No. Z. Sett Cansarnea t rFp, of Cisnwasners S_aca'Area -"`3s::rr, :C•1 Ca:ec;aniSauncing Cavrcas munic:oai Ctnar No. -of ;rvees yea:csg W evrces %! `cc3r Cannec::on • No, = Lw .ostage No. of Water heaters KW S Ss grr a Ba:tas:s Ninnc Na. Nycro Massage Tugs Na. ct %1ctcrs :otai HP C_PSR: iNSUPANCS CCVERAGE' Pursuant :o :'a rac_:remen.s c .!assat-users generai Laws s .^,ave a current uiaoriity Insurance Pauc/ rrG a:rg C .. .e.ec =era:-.cns Caverare or ;ss suvs:anual :cutvarent. YES _ NO v4s1 NO Z �f ypu :save crecxec Y=� w=ease inescase 'me type at caverar;e cy gave 5uorntRea valid proof of same :a :ta cnecxsng the accroonate aox. tNSURANCE - SCNO = pTHSR , tP*easa S=ec:''!) (?-totrauon gates Sstirnatea value at S!ectncai WarK S Final to Start ins=ecwtn Ca;a nac;es:ec: Rougn signea uncer says Penatttes of pa ry: uc NO. FIRM NAMQ t CG sis-ature t.,IC. No. t.icensea Bus, :ai. Na. Alt. :al, ^lo. ACcress CWNiwR'S [NStJRANCc WAIVSR: lam aware nat a Licensee Ices ret '+eve :tie Insurance coverage or rtA suostaniial equivalent A ent qurraq �y 4lassacnusetts General t ws• arse trot rty Sir C.a;ure on rermu aeptrc3ttan varves tn[s reawremen[ °!�� / gC./C"� !r tPlease cnecK onel :erecnone No. —�--PsRMiT Fes S tSiVature of Owner vY Agentl Otitce Use Only 1!i Mmonwtalt of Permit No. � Pepartment of public 0afety occupancy A Fee Checked BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 L.3M pesos blank) ,. APPLICATION FOR PERMIT TO, PERFORM ELECTRICAL ORK Alt work to be performed in accordance with the Massachusetts Electrical Code, 527 CMR 1 :00 (PLAT: (MINT 1N INK OR TYPE AL.L INFORMATION) Date h or Tbwn of � r o the Inspect of Wires: ' the udsrsignted Applies for a permit to perform the electrical work described below. (.obatlon Mtrebi A Number) CA �� £ ' Ow'' 'nor or Tiirient Ownet's Address is this permit In conjunction with at building>permit: Yes No ❑ (Check Appropriate Box) Purpat3t=e t Building oo s• t C_)_ c-� S' Utility Authorization No. Gxlsting Service Amps J Volts Overhead ❑ Undgrnd ❑ No. or Meters Now Sstvlce Amps ..rJ Volts Overhead ❑ Undgrnd ❑ No. of Meters #. Number of Feeders and Ampacity Locstlorf and Nature of Proposed Electrical Work No. of 1Yanelormars Total Ne:of Lighting Outlets No. of-Hot Tubs KVA ' s R ? No. of Lighting Fixtures Swimming Pool Above e❑ grnd. ❑ Generators KVA � g � ' No. of Emergency Lighting Mpesa taicte outlets No. of Oil Burners Battery Units �'ot FIRE ALARMS No.of Zones LTG. Nd.of 4wilm Outlets No. of Gas Burners No. of Air Cond. Total No. of Detection and NCs of Ainges '' tons Initiating Devices f Hest Total Total Ntl. of f3kspossle Na.of Pumps Tans KW No. of Sounding Devices AM No. of Sell Contained Y No. of l]lehwaahers Space/Area Heating KW ' Detection/Sounding Devices Municipal ❑Other No. of Drydrs Heating Devices Kw Local ❑ Connection `;. No. of No. of Low Voltage No,01 Water Masters KW Signs Ballasts � Wiring Via:i fed Flyditi MedesYlb'iLba No. of Motors Total HP OtIiBR: 45 i INSURANCE COVERAGE: Pursuant to the requirsmenI6 of Massachusetts general Laws I heva ti ourrent Llsbtllly Insurance Policy including Completed Operations Coverage or its substantial equivalent• YES C NO 1 have.submitted valid proof of same to the Office. YES C NO C If you have checked YES, piaaea Indicate the type of coverage 6y checking the appropriate box. 't INSURANCE. BOND C OTp'/G (Please Secif aspy) {` .'� Hd . (Expiration Date) Eetlnratsd ViWO of tLtactrlcaf Wotk S Final Work to Start Inspection Date Requested: Rough 7. f Sighed under thnsitlee a!pa ,lrry: /t LfC. NO. 33 FIRM NAME c� e in Coo E �Llcenubs U signature f LIC. �r 7 Bus. Tel. No. i4ddrotie S �F Alt. V. Nv OWNER'S INSURANCE WAIVER: I am aware that the Licensee does not have the insurance coverage or Its substantial equivalent as re- Ouired by Massttdhusette General Laws, and that my signature on this permit appllas}tlon waives This requirement. Owner Agent (Platte check onal. Telephone No. PERMIT FEE S i.�_ (Signature of Owner or Agent) x-9505 V I: LfDmnwralt1 of ftnadprm ill PWMN No. I. $tpartmtnt of Pub it guftt1q Ocwpisfwy A Fee Chod ed ;r BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 3M net""e WW*) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance with the Massachusetts Electrical Code, 527 CMA 12;f]D (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Date Q qf&'or Town of NORTH ANDQYERTo the Inspect of Wires: The udersigned applies for a permit to perform the electrical work described below. Location (Street & Number) ll01.E _a Owner or Tenant L c,,cc o Owner's Address Is this permit in conjunction with a building permit: Yes No C (Check Appropriate Box) Purpose of Building A/cU � 1 �('�W Utility Authorization No, _ r± "4 }: Existing Service Amps `J Volts Overhead 171 Undgrnd [I No. of Meters ...,`� Nei+_Service Amps �I Volts Overhead tJncigrna C No. of Meters r' Numoer of Feeders and Ampacity Location and Nature of Proposed Electrical 'Nora r' iy No. of Lignting Outlet ( No. of Hot -�_cs I No. of Transformers Total KVA f ft„ No. of Lighting Fixtures i Swimming Pcot Aocve.— in. r— grra Generators KVA Na. of Raceotacia Ouflefs No. of Oil oum No. of Emergency Lighting ers I Elartery Units Na. of Switch Owlets of No. of Gas =_rners FIRE ALARMS No. of Zones No. of Ranges No. cf Air C;.rc, ota� No. of Defection and r. :cns Initialing Devices Na. of Dlsoosals No.o! Heat :a:al -.atai 1!! ?tar cs :ons K%7 No. of Sounuing Devices No. of Sul Contained i I No. of Dishwashers I SoacoiArea Healira KVI DwectlonlSounaing Devices i I Na, of Dryers I Heating CevLces KW Local ; Muntcioat -.•Olhar 1, .4 4 _. Connection i No. of Yo �r Low Voltage ; No. of Water Heaters KW I Signs @a,fas:s Wiring No. Hyaro Massage Tubs ; No. of Volcrs Total HP rl OTHER: ,i INSURANCE COVERAGE: Pursuant to the requirements of Massac-Lsers general Laws ;k I haw a current Liaollity Insurance Policy incluoing Camw:_eftec Oceralions Coverage or its substantial equivalent. YES — NO — 1 have OuCmttteo valid proof of same (o the Oflica- YES :: NO = It you nave chscxeo YES. pUaae inoicale the type of coverage dy Cdeclftng the apl)rooriale cox. { INSURANCE = BONO —_ OTHER = {Please Scec:i-�1 (Excitation Ostel :A Estimated Value of E!actncal Work S '1 Work to Start Insoectron Oate Aacces:ec: Rough Final Signers under the Penalties of perjury: FIRM NAME..... ... � d Put A..6.1'I" t �U ...LIC. NO.14 / '33-3 S Llcenase SiGra: re tic. Np. 7U Str:[iv1Y �1 5 �d�i!Yr �SVS• Sus. Tel. No. Addreey { All. Tel. No. �. OWNER'S INSURANCE WAIVER: I. am aware That the L:censea cues not nave 'no msuraoce coverage or its woatantial attuwelent as re• , auiroo oy Massachusetts General Laws, ana that my signature on :.^.ta carmit application wolves this reauuement. Owner Agent (Please checK anal, .' (617) sy7.77yy Taieonone No. PERMIT FEE S LO� {[Signatory of thrrter r A ml �• r R w ` 3 :45". ,' ufjr (Sommunturattll of ttilBuclItme t Office wt Only 2 Depanment of Public Safety Permit Na" 8 � � M PREVENTION REGULATIONS 527 CMR 12:31 ixr C)cckcd9E Occupancy (leave btankl APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be performed in accordance,with the Massachusetts EI'ecrrical Code, 527 CMR 12„00 (PLEASE PRINT IN INK OR TYPE ALL I'NR�i �l�' .rp �/'� ��'}a9r��� g pp /permit to perform the electrical work described below, d� TYT or of Wirrs> City or Town of to The undersigned.applies Cot a Location (Street & Number) Owner or Tenant L- c C.e<'r t Y-eC, n 6 I c� 6 C wu„ •,�,,, Owner's Address vr-r Is this permit in conjunction with a building permit: Yes No El (Check Appropnale Box) Purpose of Building Utility Authorisation No, Existing Service Amps J Volts Overhead El Undgrd (0� No, of Meters New Service ,.-mm..",—Amps . d Volts Overhead 1-1 Undgrd L l No. of Meters" Number of feeders and Ampacity Location and Nature of Proposed Electrical Work -+�� � � / A�J�� C h e/'C? ��i` TOTAL No. of Lighting Oudeis No. of Hot Tubs No. of Transformers KVA Above EDI No of Li htinR fixtures Swimming Pool gfnd. (—J' rnd. Generators KVA, No. of Emergency Lighting No. of Reccotacle Outlets No. of Oil Burners Batlea Units No. of Switch Cutlets No. of Gas Burners FIRE ALARMS No, of Zones TO'Lal No. of Detection and No. of RanRes I No. of Air Conditioners Tons eat ota ota Iniliatinj} Devices No. of Diswxisals No. of Pumps Tons KW No. of Sounding Devices Na. of SeIC Contained No of Dishwashers Space/Area; Heating KW Deiection/Soundiing Devices fwiunicipal No of Drwrrs Heaunx Devices KW local Connection �Ctther No. of No, 01 Lowy Voltage No of Water Heaters K%V Signs Ballasts WirinR No" H'vdro MassaRe Tubs I No. of Motors Total HP OTHER: INSURANCE COVERAGE; Pursuant to the requirements of Massachusttes General Laws t have:a current Liability insurance Policy including,Completed Operations Coverage or ils substantial equivalent. YES 0 NO CI 1 have submitted valid proof of wame to this utfit.e. YES it NO (.f (i you have checked YES, please indicate the type of coverage by checking the appropriate box, INSURANCE 11 BCND 11 (THERE] (Please Specify) (Expiration Date) Estimated Value of Elecincai Worl, S %%'urk to Stan Inspection Date Requested'„ Rough final `*ignect under the jXnalues of penury• - FIRM NA�Mf 'Toh t't LIC, NO. ✓ ' -7 333 licenser Signature LIC. NO.. c iiidra ss 0 S rc d o e S• e�mh r" ),/, - M o s-S� f 3 . Bus. Tel, Alt. Tel. No. h `• `E "„* ,i am w.arr r^at the lrcens"does not h yt the insurance coverage or its subsuntral equivalent as rtquircti bw tiassachusc n ,,,r.•A.• ....� ,.n,6 a'y' .:'i" ."7 •"" t"r at aL>L'NCJiuon .waisr'S ;new fmilrenlefli Owner Agent (.Please ch.ecu oner �. ,.—eve . FEB---12-97 WED 09 :41 AN TOWIWI OF MOFTH ANDOVER 508 68 42 — - P 03 .._..., % ,.4 . A— r'ir'r,'Ik ,,,n^IIdkj "dk C4dt'"6 ,MC"'a �1LAtt�O •••• (Print as T}�TQ mag . �r�aalcflra Pattr� t,Qca(lei n � ';1 CNIn"Ma Lx±—A t4ew E) A+inovatlon a Replacetn ]', Plans Submitted., Yea[j Irv. 1.W� 10 D. 0 � at ba 15 bin lay 11LOON SRO PL000 4VH Pt @TH FLOOD GY" FLOO Ir y" MA OR . � Check +sett k1catte fnstallina trcara� any Natrne ti � . 0 P artnetahlp 7 1=lrml'Co, Bu3lness Telephone ,Nam'rr c4 klcertaedd plumber ✓ r SURANCE COVERAGE., INIwo a cui ent fl one ablity Insurance po11 or ga aurba t tlY�lantW e u No 0 It you tAvej checked , please Ind1ra(0 the typo cawrverago by the t; the approptlate box., A llablifly Insurance pulley 0 . Char type C4 Watnnfty 0 Bond C1 OWNER'S INSl. RANCIi WAIVER; I am 'aware that the Ilcensee_c1 �_��v� than Insurance c+avetAge requlr dl by �I�pit r 14,22 of Ihe , *to. 4enerai Lawry, a nd tl�mt rpayr al9r t a on Wa parrr�t appilcallon walvea this. teclul'rement, � 11 11 � a ��' Pack on na kno o c ar 9 an fir e; J��t:rrt� i I hoofebY ewt.Ity that ag of ft detaft and Inforattalkm I have ju t64(w r�ratac�}in aticu°r We trot and a�rarata Cc�that tract of m/ tt #a o%that as tsleffamjn*t k ar�d Tale p=bh�„rpr4 It, rrI W for Ilya+� katlon°rani # In m,tt n"with th rtlraa�n t�raviticar, of a t�arumartta StaalW f'iurrabb� d tl a alEta Cfty/lown as Number AI' D(0010E USE ONLY) Typ4I W btnp Lkanxa: tile( D Jvvratayrnan C ecn 11a 67 !711TV, f,q,5'7 COMMUNICATION No 9 PAGE. 5 Lucent Technologies Bell Labs Innovations T OT iyd- C11-02- �Y\ (3 4 ` -C W 5 C1 __ - iLOe. PtLetxrTxo® swt. rssctrrrsar F CATT+00Tt■P.1 60 raffia!Roust . 2 CATZKW%c W.2 41 CALUM 1 rAME iFFa W.7 42 a0TTL1 TUC.tTOLUZ A SaLrrA R0.L Li U T rroil73 3 4FfLLTti it 4RL=ilk. LOCUSL 3CLTta R0.# ii On LLLL alga. r 6RtLTtt t•6..r LL WAIL;a L SALTA= a ELxT.swit 4.A a] ILU.t0L aTLTToa r CATNOOta To.0 it "OaCLL ln9 i0 "Tt ws:.0.10 it -• Tt LTOLUX —i sag o s 20 0rriCL 30 HL m riL rmm r s't 21 a Orncz s LLat 51 vAsn riurmm / MICROWAVE i 22 Tu1TTK Corr= 32 nLL r .1 TT NO= i¢ a+'CU.9( L - FT1KNT FOR50 3urVrACMUK ]E R.S."T= .f. M 'TEST R A K 93 carrm$w rya 2704= LLLC.sus ntsia x rLw?="Tvxr1 a is rzn 1 z _ - PST it W-T. aSTOLCt 11 "T"co rLLyT { � � r_T,r.tisaAC :P pas+�Lycesa i�. coil + 1r O=n 21 rs9 LC3RC MTe.a.. Kbr— SO%rTM WL%T `'� �+ AbL16 TF LOT a t t !1 a> jt ..- Ft 14 {i. . 4:•—.� •` �g o so oP amP ,m sw .Po >< .1100 ON muffEmN - - Ml. ftai TLLM E t I�Iffri "IIT E=, ID' •efws vuLsr s�e.fs YORFlt Af.PaY+L a.F 4Li kia+i lfia[71 �+1 .4. #FL♦0.1LrTf- K1.7t L6aRt -- $ }N]s311411d�'Ii i��riF€0!€llll� ]0. s\. li i. 4fl m P Tj' - ✓ - °'f'r\ , 11 1 •t � IIIIllIIllilllmlllI1[l(f�'11ll�fi �\\\\_ � � ' � I 2 tit uaArx t ,. WELL{. i VAI OAO i ATHLETIC ° Lo€ Lot FIELD lsfavr CQ pwut LOT 3 S � � ; \ ulC'ROwk'4'4 - k-A-66 F-s�.aR - � 3 � � T63T k1iT6101k _- _ 05GO02 STREET 3 PLOT PLAN � t 7� •��. rti rS.lYi iLcaJi +RrSeii ATLT Tr6+i4LOa+€7,MC•KCst~GT!•F_Fi F.r r.F.....� EM-Kld•1.- OFFICE OF BUILDING INSFECTUR TOWN OF NORTH ANDOVER -6483 x3(J CONSTRUCTION CONTROL (508) 682 PROJECT NUMBER: PROJECT TITLE:— Chilled Water Project PROJECT LOCATION: AT&T, 1600 Osgood Street, North Andover, MA NAHE OF BUILDING: Chiller Buildi.ngs No., 44 & 45 NATURE OF PROJECT: Replace two chillers with new high efficientLy chillersL install chilled water filtration system. Includes two separate building . expansions . IN ACCORDANCE WITH SECTION 1270'0 OF THE MASSACHUSETTS STATE BUILDING CODE, 1, Gerald Ginqras Registration No. —Lic. #22029 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT 1, HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICA- TIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL. (= MECHANICAL TIRE PROTECTION ELECTRICAL =1 OTHER ;tspecify')= FOR THE ABOVE NAMED PROJECT AND THAT, TO-THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE'APPLICABLE PROVISIONS OFTHE MASSAcHuSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES.- MID APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY.' I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUIT.D-_;IG PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN .SECTION 127.2.2: of shop drawings, saWles and other subridttals of the contractor as re ired by the 1. Review qu construction contract docurents as submitted for building permit, and approval for conformance to the design concept. 2. Review and approval of the quality control procedure's for all code-required controlled materials. 3. Special architectural or engineering professional.inspection of critical construction caTponents requiring controlled materials or construction specified in the accepted engineering practice standards listed in Appendix B. PURSUANT TO SECTION 127.2.3, 1 SHALL SUBMIT . WEEKLY A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTa ANDOVERX BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION kU0 READINESS OF THE PROJECT FOR OCCUPANCY. SIGNATUg SUB 'R'L'BE D AN i WORN TO BEFORE ME THIS eJ DAY OF W0�2_�g ,5�e 19 w NOTARY PUDL MY COMMISSION EXPIRES ^ ' MSSACHUSETTS PROJECT CERTIFICATION 0[Uoe we only ' (MECHANICAL) Data app-d Permit 0. ____ PROJECT TITLE C\A\LLKe) k^2iNS"-- PLAT LOT STREET ADDRESS NAM[ Or BUILDING SCOPE OF PROJECT In accord:ance with Sect-jon 127.0 of the Massachusetts Building Code I MA reg, no :V?�, 6;)W 1-4 being a registered professional Engineer hereby c ify that employees unTer my supervision have preparea the dr wings, computations and specifications concerning ENTIRE PROJECT ARCHITECTURAL STRUCTURAL FIRE PROx[CTl0W*------ nECHANICm ELECTRICAL - Czv1USlTE -----' OTHER (Specify) — � *Performance Specification for the above project and that to the best of my knowledge ouoH druminBs, computations and specifications meet applicable provisions of the Massachusetts statebn1ld1ngcodes. acceptable engineering practices. and applicable laws for the proposed project. I further certify that employees under my oup*mio1vn shall be present on the construction site on u regular, and periodic basis and at substantial completion to determine that the work is in accordance with the approved construction Employees ployee under my on will be responsible for review of the oho* drawings as ro1m1rwV by the approved construction contract documents and approval for conformance to the design concept. 0Aoo substantial completion of the work, I shall submit a final report as to the satisfactory completion and readiness of the mechanical/electrical systems of the project for occupancy. Firm Name� R. G. Vanderweil Engineers, Inc. Address: 274 Summer Street Boston, MA. 02210 Phone: (Signature bf Engineer) Subscribed and,gworn to, before this day of '19 END OF DOCUMENT 414os 0 MASSACHUSETTS PROJECT CERTIFICATION Office use only (ELECTRICAL) Data appp d Permit Na. PROPERTY OWNER OF RECORD DATE PROJECT TITLE C NOS c zi PLAT LOT STREET ADDRESS TOWN C) ✓ ,1 NAME OF BUILDING „�� �? 7 �7 .. " . SCOPE OF PROJECT \ « L G) Gk� \U a„u e'' CTIA u \ U ..�� � d.� �� .,.� �. �, � "'ti:� �.� ""°" ,•., C� 1�"rw� ���.t.C. ���,�"�;:ti u ���'a il�`w In accordance yn thnSection 127.0 of the Massachusetts Building Code I �il�7C' � k) T HA reg. no f c� being a registered professional Engineer ere y certi y t at emp ogees under my supervision have prepared t' e drawings, computations and specifications concerning ENTIRE PROJECT ARCHITECTURAL STRUCTURAL FIRE PROTECTION* MECHANICAL ELECTRICAL CIVILASITE OTHER (Specify) *Performance Specification for the above project and that to the 'hest of my knowledge such drawings, computations and specifications meet applicable provisions of the t°lassachusetts state building codes, acceptable engineering practices, and applicable laws for the proposed project. I further certify that emplloyees under my supervision shall be present on the construction site on a regular and periodic basis and at substantial completion to determine that the work is in accordance with the approved construction documents. Employees under my supervision will be responsible for review of the shop drawings as required by the approved construction contract documents and approval for conformance to the design concept. Upon substantial completion of the work. I shall submit a final report as to the satisfactory completion and readiness of the mechanical/electrical systems of the project for occupancy. Firm Name: R. G. Vanderweil Engineers, Inc... Address; 274 Summer Street Boston, MA 02210 Phone: (617) 423-7423 ­, eq, (Signature of Engineer) Subscribe and swn pr to befsare me his day of A1­" . 19 f of a y ,Po It ..... . END OF DOCUMENT OFFICES OF.- TOWn Of i 2o main Street North AlIdOVer, APPEAI-S NORTH ANDOVER Massachusetts 06 845 BUILDING CONSERVAIION DIVISION OF HEALTH PLANNIN(i PLANNING & COMMUNITY DEVELOPMENT KAREN H.11. NELSON, In accordance with the provisions of MGL c 40, S 54, a� condition of Building Pcrr1u( Number - 4,-f 0 ' is 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- 'Fhe debris will be disposed of in: Heffron Industries, Wilmington, MA (asphalt & concrete rubble) (Location of Facility) Tombarello, Lawrence, MA (miscellaneous metal demolition) S(g,Aat 16 of Permit Appl1`ca&" j'/ 3 Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. Town offord over 0 No. 4 V c cONTRot. 1' orxh Andover, Mass., e o 19$4 CONSTRUCTION '°� O n K E 1 w CONTROL CMURUCTION ILD BOARD OF HEALTH Food/Kitchen Septic System PERMIT T i BUILDING INSPECT . BUI OR IC4G/NV r CvlrllpAll� THIS CERTIFIES THAT A T'.�� 7.... .... ............................ Y.. .......... ............................ .... �... ... Foundation 1600 0 has permission #o ore t,,W* � `�bu�ldin s on ©S( oa'�. g Rough • Ch imney imne to be occupied as..Q 1.9+.. - ...........c�iwi_- '.Wi.....7.tN.�.!�' t 5 ........................................ y provided that the person acceptinTthis 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. N, -= 1►M,rse72 �t1M� »i't'r dYl O� PLUMBING INSPECTOR ST11 % t4-%t��, OLD*. Rough VIOLATION of the Zoning or Building Regulations Voids this Permit. N or,VA&(Seno PCB.vk%�• Final PERMIT EXPLRES IN 6 T\40 17HS ELECTRICAL INSPECTOR a UNLESS CONSTRUCTION ' , A RTS _ Rough ...�................... Service R BUILDING INSPECTOR Final C0NTROI a Occupancy Permit Required to Occupy Building coSTRI�yTt° GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises -- Do Not Remove Final No Lathingor Dr Wall To Be Done • FIRE DEPARTMENT •i Inspected and roved b the Building Inspector. U nt p Approved Y 9 Burner PLANNING FINAL CONSERVATION FINAL Street No. Smoke Det. SEWER/WATER FINAL DRIVEWAY ENTRY PERMIT ' 7 ••••OffiCeS OR TOINII Uf •• f a,)!`IE,it,strc�l;l wrill Ai it lt)vL'r. API"MALS � ., NORTH ANDOV��� I,IjsS.�;;tt•ln,;a'nKl►ir4fr H1~R-DING ' 17)VI51i7f+!f)i Ili 17f#iti i d i i r CONSRRVA"CION HFSAI.T" I'l..A14NlhiG PI.ANri1lVG & GpM31(JiVIrTY DEVELOPMENT KAREN Hp,NGLSUN,ll11A13L I'0J4 CERTIFICATE OF ENGINEERING ���TC�c�1. �N CAI I�.����N Lc• W v (LW— BUILDING INSPECTOR TOWN OF NORTR ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT # I GENTLEMEN: Is WA(TT HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT DOES Comm IN ALL RESPECTS TO THE MASS&CRUSE'I'TTS STATE f .R BUILDING CODE. l I'i:f tit e x F- AUTHORIZED SIGNATURE! DATE: 03 REGISTRATION STAMP; 07 OFFICES OF: Town of �a�111 A»l(M-,( t�Uii,l)iNCr +w NORTH DOVER i�Ui!+�u•htimlil:•l(IiN�tiF+ CONSERVA'CiON 1)11�Itiit)Pi OF (fi I i)tifi i,477 r HEALTH PLANNING PLANNING & COMMUNITY �7►I�'1r�Lak�MEN'r KAREN H.P.NEi.S0N,DIRE(:IT)JA CERTIFICATE OF ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET HORTU ANDOVER, MA 01845 PERMIT # GENTLEMEN : I HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT DOES CONFORM IN ALL RESPECTS TO THE MASSACUUSETTTS STATE BUILDING CODE. 'sf 's 'Ef1,7 J. AUTHORIZED SIGNATURE: DATE: REGISTRATION STAMP:�� FINAL AFFIDAVIT STRUCTURAL ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01.845 PERMIT # 484 I hereby state, that I have observed the conatruatiOft of Chilled Water Plant Addition as shown on the Collaborative Engineering Services , Drawing #91 , and #S2 Rev, 1 , Dated 11-- 10--94 Located at AT & T 1600 Osgood Street No . Andnyerr�MA during my visits on December 27 , 1994 , November 11 , 1995 and January 25 1996 . To the best of my knowledge, information and belief , the building structure addition was built in accordance with the plans , specifications submitted and approved for the permit #480 , and in conformance with the provisions of the Ma88act7usetts State Building Code and all ether pertinent law or ordinances . C t r�II;ltIJrlPt 27 375 0 Na. 2'iM ,; St urai En ineer, Mass . Reg. No. r �. Niranjan Shridharanir_ PE �,rn�5 wyy lh COLLABORATIVE ENGINEERING SERVICgS Company � 1 44 pleasant Street_,- Watertown, MA bate Address 617-923-6002 Phone No . Post»lt"fax Nate 7671 oat 85_8; pagoeslo- ToOLn From coJr)epi. Co. Phone 4 '77 ,c phone# ` " FAx�..UI(���I� Fax# TnTnl P_ FINAL AFFIDAVIT STRUCTURAL ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT # 480 I hereby state, that I have observed the construction of Chilled Water Plant Addition as shown on the Collaborative Engineering Services, Drawing #S1 , and #S2 Rev. 1, Dated 11- 10-94 located at AT & T 1600 Osgood Street, No. Andover, MA during my visits on December 27 , 1994, November 11 , 1995 and January 25 1996 . To the best of my knowledge, information and belief, the building structure addition was built in accordance with the plans , specifications submitted and approved for the permit #480, and in conformance with the provisions of the Massachusetts State Building Code and all other pertinent law or ordinances . , 4 o, CV1 27375 St" oral En ineer, Mass . Reg. No. c Niranjan- Shridharani, PE COLLABORATIVE ENGINEERING SERVICES Company 3d �� 44 pleasant Street, Watertown,_ MA Da e Address 617--923--6002 Phone No . ORT $ ' ToVM of zAndover L No. Ork " n ` . N!TIq L i rte ]( dover, Mass., oemo c`r - _194- O COCNIC HEwICK �� �rL'17fliVl_ - 2� °oR -r Ap4`` ,fig f d;TR1IrTI N 9 BOARD OF HEALTH A PERMIT T D Food/Kitchen Septic System t BUILDING INSPECTOR THIS CERTIFIES THAT A '�' C���C/Ni. 4�L�IN C'al7�ei4u '�.. �ue �............... �............. ...... Foundation t has permission to erect..GPW.ttMt17k(.A. buildings on ..........1.4 0....9s . .. . Rough to be occupied as..a�, �'�''.. .. ... lLl6] �1$/�D/C�................................... Chimney 1 provided that the person acceptin this permit shall in every respect conform to the terms of the application an 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. tl. a0`s to I U* it nt-lMo 1,-i-•i dyt 4 PLUMBING INSPECTOR Ek i ST-16%. N1 tjrt(_ VIOLATION of the Zoning or Building Regulations Voids this Permit. a: NcV.A&(Sej�j-X--+Nt%,j.S Rough pGim W%%�• Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION TS Rough `............. Service BUILDING INSPECTOR Final COMM Occupancy Permit Required to Occupy Building C STRUcrVl 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 PLANNING FINAL CONSERVATION FINAL Street No. Smoke Det. SEWER/WATER FINAL DRIVEWAY ENTRY PERMIT Oj RTC own of oryAndover 261 o _No LA,Norti Landover Mass. C OC ntr r+E wtCK � 0 TED A RAPB\ 7 -..T �-C S +L BOARD OF HEALTH PERMIT T ILD Food/Kitchen Septic System I : E t " I ' t BUILDING INSPECTOR THISCERTIFIES THAT.............. ..... ......... ........................ .........I......................... ......................... Foundation has permission to erect..N5.T..K .4.& buildings on..........46 PP.......�..�.rml-.-)....�.....!................ Rough to be occupied as U. '.. 4.. ...1 � ..... .Z-L. .1..1.T ... ��� .................... Chimney provided that the person accepting this pe mit 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 i PERMIT EMPIRES IN 6 MONTHS Final UNLESS CONSTRUCTI(�I',1 STARTS ELECTRICAL INSPECTOR Rough ............... ... ... ......... ............... ....... ....... .......................... Service i BUILDING INSPECTOR � Final i Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises -- Do Not Remove Rough i Final No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT i Burner 1 PLANNING FINAL CONSERVATION FINAL Street No. Smoke Det. SEWER/WATER FINAL DRIVEWAY ENTRY PERMIT ixx, I3rzn:rTTw Ftyrl. zrrzat 3 CLTL,NPAL!O,1 f4 p rFytrii # CL E==No.S 41 CLLkC. ] CITSNLii W.3 42 IkrrT.IS i10C.STONAC3. a SWLLTit F0.4 f# a.r•STOfac3. E E1�?y,Tryt F4. 3 44 anua iLOC. S SNEt.TCa M.a 4I T931E22a 7 do SNiiTiif5 HIFN[SN i iat.�ffi N LTLFOOSL FO..A 4) FPS.S4A STATION Al CMICCAL STPR= s 1 0 E+ri�Osf Fry, 10 41 WASTE"0"1" OrEIQ 31 it.OMCS L LAU 71 NASTt MATHEWS M 6 C R 0 W A«V E "• #I TzAtwM came ## WILL n.I rump NOO L ZO 4S rT. Ca Kl�T/6R - ckf.ic. 10 t—IfacivRlac as •.I.WaRi TEST R A M r E t 33 F LE%ECN CAS ETON= •)+ LLZC.SM STATION 34 _ _ - (* oil 'LTa"T i7gef[S EON €6 Tt LLO NkFJii) rfaAct➢c IMTTuaia1 F:riOm riflf � , � -..,. e,� -. r.�d .p 3 gtuiTi )1 - idtC. f Wuist LpT - ■ A� nR'GE'iilTi11t1ifAflii ..- 1 tr RMS � T4 NX, a T 1 A - `r 1 I. . J .,A t.-�....-.�`� YL+LLC !CC t o �w raa .m .� Foa w0 #1 , ,. ET.-r"'LTFCueSakoS$a0M - It ►10T ►LAM Yki11Y r6i'fi# WO.Ax �O0 A,Mxs%Lcd VSITTS a } 0!AIIIAAilfl�llIIIIIAAIIllAIIIDIWAAl1All� a : _ - tea N' -y(y. Lai4 a arrv- kei.le ACRIS T � U�� ���� �� 3L i i Lfi'ilAfAlmtl`Ii1LT �,) ' � c All01IAlAllIllAf � �' • 6 { r _ - _ iE AAAIAlA1llWHllllBifllll[[1��IQ�IDQ� ���,\� ' - _ \� "�'- WORTH aOATH 4 '�•-��� v LOON" v,%THIi ATHLETI Lor \\\ LOT � F[ELD 3wew " {� I LOT �+. + Reark !.rl,Ff STREET 2 I OF Pj PF 1 W PLOT k�k Pw rr. .s4Yk!•ff - -- -. AT&T iT8+FYAdkfSO4•rFgFFlCTLXY XAORTH Town of 6 Andover 0 tj% No- 261 BOARD OF HEALTH PERMIT T D Septic Systern BUILDING INSPECTOR provided that the person accepting this pe64's­h­a­l1**in every respect conform to the terms of the a p p I i c at ion o n file in Fi al 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 PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION .� TART ELECTRICAL INSPECTOR Rough 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 Until Inspected and Approved by the Building Inspector. Burner FIRE DEPARTMENT Street No. PLANNING FINAL CONSERVATION FINALSEWER' WATER FINAL DRIVEWAY^ E'` ' .. . PERMITSmoke Det. — 74-fte,__� �A0RT _... ONM Of ,. i �10� _} over No. 199 15 .: ti f �I: y - a orth Andover, Mass.,_I`MAY 7 19T+ U� ILD BOARD OF HEALTH Food/Kitchen PERMIT T Septic System BUILDING INSPECTOR A `r. �= THISCERTIFIES THAT................................................... ........................................................................................................... Foundation has permission to emet........ �r��- .... buildings on .....14pp.....©'p7b....�' '............ Rough ........... ' s F to be occupied as.. r. !.........3...... ...1 -cxa3C. 3...........�. ........ chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final P P P 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 Final PERMIT EXPIRES IN b MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIO TARTS Rough ....................... ...`................................................................................... Service BUILDING INSPECTOR Final OccriPancy 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 PLANNING FINAL CONSERVATION FINAL street No. Smoke Det. SEWER/WATER FINAL DRIVEWAY ENTRY PERMIT - . . r ' ` ' ^ . , over Town of North And No. 19 ) North Andover, Mass.,—f-Aal A 19T4- BOARD OF HEALTH Food/Kitchen Septic System P IT TO BUILD ERM BUILDING INSPECTOR THIS CERTIFIES THAT................................. Foundation ..f............... ................. .......­­.............1­1.1.111­............I........................... 7 has permission to m*... buildings on .....A:?PP.....P.!! VA7 ..... 1�ough Chimney to be occupied as.... ......a �//-CqA -..d.ff lmwn ...... of i...�0's... ....... chir Final provided that the person accepting this permit shall in every respect conform to the terms of he application an file in 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 ELECTRICAL INSPECTOR Rough Service BUILDING INSPECTOR Final 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 PLANNING FINAL CONSERVATION FINAL Street No. m Soke NTH". q W11:P /WATF R FINAL DRIVEWAY ENTRY PERMIT CERTIFICATE OF USE & OCCUPANCY Building Permit Number 199 Date _NOVEMBER 7 , 1994 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 OSGOOD STREET MAY BE OCCUPIED AS REPAIR BOILER HOUSE CHIMNEY IN ACCORDANCE (35 ft . ) WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. CERTIFICATE ISSUED TO A T. _& T. 1600 Osgood St . ADDRESS North Al�ciwver , �j Building Inspector ,ion p, r OFFICES oI : a?' Town of 12cI f4l�flii Strcc l APPEALS Aii(lover. A ' NORTH ANDOVER �E,���Ft� lt[t5c Ili t)Il�t CONS I'RVATION 9$'G" DIVISION 01: (617)till-477 i HEALTH PLANNING PLANNING & COMMUNITY DIJVI:LOPAIGNT KAREN H,I'• NELSON, DIRECTOR OR CERTIFICATE OF ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01€345 PERMIT 199 Boiler House Chimney Restoration GENTLEMEN: 12 Gerald Gingras � , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT AT&T, 1600 Osgood Street, North Andover DOES CONFORM IN ALL RESPECTS TO THE MASSACIIUSETTTS STATE BUILDING CODE. AUTHORIZED SIGNATURE: DATE: REGISTRATION STAMP: GERAI.I) �y O JQSEPFI �•. 2� Gft'CRAS q �1a. 22Q29 ti O AL of rarrrrr , M � ��FFIC.ES OF: T o' � own Of tzs►��<�i), �crect NORTH ANDOVER Not-III Andover, BUILDING �•1�,s5<,�'11lisHty()Iti°i CONSERVATION ms cji4 DIVISION OE' (61 7)685-477 i I-k EA LTH MANNING PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON, DIRECTOR CERTIFICATE OF ENGINEERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT 204 GENTLEMEN: I, Gerald Gingras , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT AT&T, 1600 Osgood St. , N. Andover, MA DOES CONFORM IN ALL RESPECTS TO- THE MASSACHUSETTTS STATE BUILDING CODE. AUTHORIZED SIGNATURE: DATE: — REGISTRATION STAMP: -�H OF M4 39 G(RAtk) c� JOSEPH z GINGRAS v No. 2209 c NAL CERTIFICATE OF USE €t OCCUPANCY Building Permit Number 204 Rate DECEMBER 14, 1992 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 OSGOOD STREET MAY BE OCCUPIED AS FIRE PROTECTION STORAGE TANK IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. OF i ORTj 9ti O CERTIFICATE ISSUED TO A T & T ADDRESS 1600 Osgood St. � H Building Inspector IL"i � � � hG a .c:cscga -L U C L���{ N,11 fl�'•VI�SJ�� -- 6 0 F 8 Town o �� n over No 2011 ii VE AY E �-PIY ER V TNh A Mass. �� --- 1979 ort ndoyer, ,_ ,— 1. LD 0 BOARD OF HEALTH PERMIT T .. 0 1 THISCERTIFIES THAT................. ............. .......................................................... Knal G INSPECT R has permission to erect . 4 ...buildit�s on Q 0 S% ........ . provided that the person accepting this permit shall in every respect conform to the terms of the application on.file in ING INSPECTOR this office,and to the provisions of the Codes and By-Laws relating to the inspection,Alteration and Construction of Dough Buildings in the Town of North Andover. Final VIOLATION of the Zoning or Building Regulations Voids this Permit. rrTJM 1 T X II I ES 11� 6 MONTHS ELECTRICAL INSPECTOR gg ,,, I �^. �� _ � �. r. Rough U S; r-I_-.' ki S ">1) ST/: Service Final ...... . .... ... ......... ......... ............. BUILDING INSPECTOR GAS INSPECTOR ,P. 71 r7ll1�(,qUtred Ff} (3('l'2d/7-3'' Po(I(31IhC Rough Final Display in a Conspicuous Place on the Premises FIRE DEPT. Do Not Remove Burner No Lathing to Be Done Until Inspected and Approved by smoke Det. .WMW,iiiiWM Building Inspector ..................... ... . ........ ......... . .............................................r -- -.................. "I I----I CERTIFICATE OF USE & OCCUPANCY T-� Building Permit Number 204 Date DECEMBER 14, 1992 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 OSGOOD STREET MAYBE OCCUPIED AS -FIRE -PROTECTION STORAGE TANK IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY "PLY. NORTH CERTIFICATE ISSUED TO A T & T o 1600 Osgood St. ADDRESS - -r- TNT 1; Andninn WA LIS Building Inspector ................. NJAUS R____1 I HM" 'A i h" Town of ft n over No. 204 lidover __-iiVEWAY EN'TRY PER 0rth n , Mass. 19 99 PE R SIC BOARD OF HEALTH M UILD IT T THIS CERTIFIES THAT.................. ........... .......................................... BUIL�DR�INSPECT R has permission to erect ....... buildiron Rough d Chi ney al BUILD rA*. nal provided that the person accepting this permit shall in every respect conform to the terms of the application on.file in '—PLUMMING INSPECTOR —7 this office,and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Rough Buildings in the Town of North Andover. Final VIOLATION of the Zoning or Building Regulations Voids this Permit. ELECTRICAL INSPECTOR PERMIT EXPIPES IN 6 MONTHS Rough ST/1111,'U UNLESS CONSTW070��11_1 � ST P Service "AXw Final . ......... ......... ............. BUILDING INSPECTOR GAS INSPECTOR Occupanc.j., Permit Required to Occupy Building Rough Final Display in a Conspicuous Place on the Premises FIRE DEPT. Do Not Remove Burner No Lathing to Be Done Until Inspected and Approved by Smoke Det. WMeAPP01 4% dt Building Inspector --A �y yp �yqy� / .,;%�F"+��,+1"7WY 'r ,F i,�&��%orl.'/�l`/ �ir,�w�alktmvs!vU1�a��C�b�s�f��rv�✓r�aar�dJ���nG+lG�fmJAMr�%kP' _ -� .._..GiaG6� �M'(nfWdw� o w, rI A�; TT UNi�1=ORM d�� PLICATION F:On EF11MI " TO DO GASFI NG (Print or Type) L OIN H A, DQVLI1 , Mass. Late C' JL Su'flding Permit " Location 0') 0 c o,/ -- Owner's Name New U Renovation [J-- Replacement L) Puns Submitted: Yes Ll No perm°° Ih- JU G t4i t 'oc a! 0 d n err 0 w H IU , - ec � �. o c, 0 z a a dL ear i tilt F L O o rt p •�` .. ,.� 2'ND FLOOR SRO FLOrdn 4TI1 FLOOR .� g1II FL. oift r G1'II FLOOR 7TIA FLOOR �... OYIt PLOon a i Check one: CedifIcale ln4talling Company Narne � s lvwx?mal4, .A �r led 4ddress ` El Partnership '� rrr�- t✓ 11 Flan/Co. Dusiness Telephone 3 Name of Licensed 'Plumber or Gas pitter u�A4e, . WWI INSWANCIE COVERAGE: Clweck one I have a current llabtllty Insurance policy or Its substantial equivalent. Yes CI` No 11 If you have checked yLy, please Indicate the type coverage by checking the appropriate box. A Ilablilty Insurance policy U Other type of Indamrrlty ILj ' Bond t ] OWNER'S ImunANCPWAIVER: I am aware that the licensee does not taye the Insurance coverage required by Chapter 142 of (tie Mass. General Laws, and that my signature on this p{armi't application waives this requlrernent. Check one: gnature of tJl or Ownar`s Writ owner 1 Agent 11 I hereby certify that all of the details and Information I have submitted (or entered)In above application are true and accurate to the best of my knowledge and that an plumbing worts and Installatlons perlormad under the permit Issued for this application will be In compliance with all peetinont provisions of thhe Massachusetts State oas a and Chapter 142 of tha natal Laws. BY Type oaf t-' Title Iiun tierasfi'ltar 1 use oes Humber nee 'u er or ai-T or Ci �.., Wasters con City/Town �Journeyman P dK Manxney, Inc, 29 91 AmekuW Had .0. Box 8 Haverhill h4A 018314912 008) 374745,9 License 8,596 November 14, 1991 Town of North Andover Building office 120 Main Street North Andover, MA 01845 Attention; James Diozzi, Plumbing & Gas Inspector Re: AT&T - 1600 Osgood St. , No. Andover Gas Booster Dear Mr. Diozzi: I am enclosing, for your use, a copy of signed elevated gas pressure review and my letter to Mr. Visco and a submittal of the gas booster being used on the project. When it is ready for inspection, you will be called. Sincerely yours, 11wd" �m!/T I .nes ASMaroney, President JAM/jpb Ene. 0 VV 11-DING DERART! WIP" Mec[ianical Contractors Flumbing, I WaHng, Vendhdaq Air Condflonin& ReNgemflon, Sprinkters, Process flipiing, Sewite and NW&Wname, BOARD OF STATE EXAMINERS OF PLUMBERS AND GAS FITTERS 4 Leverett Saltonstall Building, 100 Cambridge Street, Room 151,E s• Cavernment Center,., Boston, Massachusetts 0220 CD ' 4 LEVATED GAS PRESSURE REVIEW 5 1 l+0 FEE APPLICATION 'ii, E . To the Soar o State Exam n rs o P uam ers an Gas Fitters and the- 4y.­ ' Gas Inspector for the City of Company/Name: Fl"�-Nc Iq ,�'o��/�d ` mac. 15,172 C Street/City: V*11 me.s M A ...... Signature/Title:- ,, � � . F r.,<°7� / Phone No. .. 71`r�h' ✓' on this date: A; l has requested an elevated gas pressure system at LOCATION. for -the following reason(s) . The manufacturer certifies that the equipment described here:-.;:, ` NN .�°- .r'!`✓uC... e- µit c,s ✓Cr y{06 I iu4r.c. to has a gas input rating of 4ixo ft . /hr. ` q g p '` +,. Cinche /lbw requires a as pressure of '�'�-,��,� t/L'�L.' Low pressure installation design for total connec load of ft.3/hr'. requires an IPS pipe size of Elevated gas pressure of (inches/lbs. ) will allow for an IPS pipe size of NOTE: Piping plans stamped by a Mass P.E must be submitted with this application The servingas supplier, f�•-. - g ,, ;o4 represented by (signature/title) , on this date 'y affirms that it ca supply � ;' ; (-Cinch s as pressure lbs. ) of and i " ' g p ft.3 hr.at e � but of the meter set assembly. p r : m.p Y) The variance request from the Massachusetts Fuel Gas Code, Article " '� 1 . 1 . 1 .a.3. (as amended) is hereby gra�nted/de -ed_. for elevated gas I��.ri pressure of �` - - p � �( inches ��,.n � } _ the additions to the system are not permissible withor y eo approvalpri of the State Board of Examiners of PIumbe�s � and Gas fitters . A completed copy of this variance request shall be filed by the applicant with the local gas inspector before the start of any work. Executive Secretary car t e Board t - • a , Franci's H. Maroney, Inc. 491 Amesbury Road P.O. Box 829 Haverhill, MA 0183,1 0912 (508) 374-7459 License 8596• October 30, 1991 AVI Board of State Examiners of Plumbers & Gas Fitters Room 1511, State Office Building 100 Cambridge Street t� n Boston, MA 02202 ii LU My 7 Attention: Mr. Louis Visco, Executive Secretary r Re: AT&T Technologies ., 1600 Osgood Street, North Andover,-1qv; Gas Booster Dear Mr. Visco: Per your request, I have filled out the application for elevated gas pressure at the above noted site. I have also enclosed description sheets on the gas booster. The local gas company, Bay State Gas, is only supplying 7" WC of gas at the meter. It is over a 1,000 ft, run to the waste treatment plant. The booster will elevate the pressure from under 7" ,WC by 6.4" to approximately 14 " WC. The piece of equipment being served is a J.W.I. , Inc. Metal Hydroxide Sludge Volume Reducer requiring from 7" to 28" WC to operate. If the $50.00 fee is required, please let me know. Sincerely yours, J me A. M roney, resident JAM/Jpb Enc. Mechanical Contractors . a Plurnbing, Heating, Ventilation, Air Conditioning, Refrigeration, Sprinklers, Process Piping, Service and Maintenance Al 7 ETTER ENGINEERING COMPANY, INC. G rT E R 1486 HIGHI,ANA AYENUE a CI;cSHIRE, CONNECTICUT 06410 I r: le:., i:,fin:t TBtt(Et33)t2L1,p03S,:OTHER STATE.?1•000.444.1962 PAX:(203)272.9860 QUOTATION No. . AC; .59'. September 5, 19 91 I . . . . . . feel . . AT & T . . . 1600 Osgood Street 1iERa North Andover, MA 01845 Mr. Jack. Pearl L. MS 20240 We are pleased to quote on material as described,at the prices appesring opposite thu,r►speclive Items,All prise or*subject to change without notice,and do not Include sales,use or occupational taxes.Ail orders are suDJect to trte approv_i:r:u!..1: ticn by tho.r.c.`.,t offt,e In Cheshire,Conn.and the fulfillment of accepted orders Is contingent on accident.fires,strikes,or other causes beyond c.,v control. ITEM No.of 4'4 No. UNITS ' DESCRIPTION i ; PRICE ro 1 1 Hermetic ,Gar: 13Qqs:�.�i��rk,:mde1, �iB-;r41 2-1 /2., 'UL Iisted, complete with 1 /2 HP Class 1 , G'roup A explosion proof motor. - Maximum capacity - 9000' CFH - Pressure Boost - 6 . 4 inches 5°J: C. (added to inlet pressure) . , - inlet - 4 inches flanged LG.W L.#.A - outlet - 3 inches NPT - Motor 1 /2 HP - specify voltag". - Outlet discharge position-cho ce of 4 see literature - specify f 1 d d '� �.tj 31 7 6 .0 0 2 . Check valve,5 .l sal,/2" NPT, aluminum disc, soft seat, / �. #1015AN•; ��-r � r�c�lT _ 10 .90 �►—rc_ e�v*'v a =-�r.. 3 Low g pre re sw ,, ,mod I GP-A, adfkstable ge as., aireds` [3t ' Comps ,. 3 Bronze ...lever er 1 - 1 /2 inch NPT. 3 � lveAre, :� each $68 . 50 205. 50 / �.. ti.. c .:. 5 1 Optional Booster Control Panel ,'rprewired and tested, Shipment appro>tlmaWly.......................... weeks after A receipt of order. R.ispectfully Submitted Price F.0,13..................... ................ . ......r �: . ....e.r. Terms: Form M......., .,.......................... attached. .....................,. ................... Product Safety Data on reverse aide forma part of this quotation. ETTER ENGINEERING COMPANY, INC. . rT E R �� 1486 HIGHLAND'AVENUE • C''ESHIRE, CONNECTICUT 06410 "+ ,'11` T ,'�103 25 i 0`035•OTHER STATES 1-800-444.1982•FAk(203)272.9860 QUOTATION No. HC-1950�. Se tember 5 91 7.1 t AT & T 1600 Osgood Street RERI; North Andover, MA 01845 + Mr. Jack Pearl L MS 20240 E We sn pleased to quota on msterlal as described,at the prices appearing opposite the rerpecttve Items.All prices are subject to change without nonce,and do not Include sales,use or occupational taxes.All orders am sublsct to the approval or Modlfloatlon by the main office In Chashim,Conn,and the fulfillment of accepted orders Is contingent on accident,time,strikes,or other causes beyond our cc ntrol. r { ITEM No,of <. No. UNITS DESCRIPTION PRICE Cont. ;.;)I sle including �V, e, / - Fused rotary -disconnect/interlock switch , .r.� 4rlter, - Booster ON-OFF switch a - Signal light, for Power; BooSt6r On land Low Gas Pressure, [+rotor Starter , Stepdown control voltage transformer ,..�. $2900. 00 ' I� cs CY1'1 lDiY / d , 4 tely............. ...... . . . . weeks after Shipment spproxlma Y j receipt of order. R€apeafully Submitted Price F.O.B.. Cheshire, CT Terms. Form M...... 5 /PA.............. ittachad Product Safety Data on rover" side forms part of this quotation. Herbert H. Etter s., TER gGAS BOOSTER SYSTEM , "ERMETIC GAS .B.q4ST Hermetic Gas Boosters are used for pumping any gas, which',,is not corrosive to aluminum or steel, when an Increase In pressure is required. They deliver gas at any volume, within the capacity range of the booster, with a relatively constant pressure. The discharge pressure is the total of the booster added pressure plus Incoming gas pressure. • Standard shaft. Class 1. Group D • Sealed electrical connections explosion proof motor. ` . through explosion proof conduit. • Motor and rotor easily accessible • Motor and rotor enclosed In an by unbolting the cover plate and airtight steel housing. sliding the entire motor and Explosion proof junction box, rotor assembly out of the housing. . UL listed. • Four different outlet positions available < s.,,. A, CAPACITIES Nat:Gas 0.65 Sp, Added 4 Catalog Motor i;: F �.;3 ,plesscre, o ';•�� ,4w"fin Number H ,_ w HB•3412.1/2 112 9=0 6.40 HB•4412.1/2 112 12.000 6,75 HB•4412.1 1 16,000 5,95 112 5.400 9.00 HB•3314.1l2 ry; HB•4414.1 1 14,000 7.00 '4!t t 8.000 9.00 Fi6.4fi14.1 1 HB•4614-1-112 1.1/2 21,000 9,00 HB•4615.1 1 .15.300 11,25 l r : 1-16•6615.1-112 1.112 28.000 HB•6615.2 .2 35,000 9.70 'y !. HB•4617.1 1 15.000 13,49 HB•4617.1.112 1412` 18,000 12.63 ' HO-6617.2 2 26,004 12.90 HB•6617.3 3 05,006 '13,49 HB•8817.5 6. 180:000 , - ` 13,49 HB•4619.1.1l2 ..1•1!2 13,000 ;'37.30 , H8•4619.2 2 18,000 17.30 1-113•6619.3 3 --27,000': 17.30 f6o HB•6619.5 5 :49A00 17.30 HB•8819.7.112 7 117 ' 70,000 17.30 HB•8819.10 10 80.000 17,00 HB•4623.3 3 11,600 24.20 HB•4623 5 5 29,500 26,99 i a C: HB•6623.7.1/2 7.112 40,000 26.99 HB-6623.10 10 ;47,0Q0 25.78 i HB•8823.15 15 87,000 26.99 HB•8823.20 20 100.040 24.74 * .0 H8•4628.5 5 12,000 34'. 0 p HB•4628 7.112 7.112 24.000, 34.60 -' HB•4628.10 10 28'000i' 34.60 HB•8828.10 10 40�000 34.60 HB•8828-15 15 60'.000 34.60 HB•8828.20 20 90.000 34.60 CAUTION:Inlet or Test Pressure Must Not Exceed 5 P&W. Discharge pressure Is a Combination of inlet Pressure Plus Added Pressure,] ETTER ENGINEERING COMPANY, INC. ETTER 1486 Highland Avenue • Cheshire, Connecticut 06410 203-271-0035 a 1-500-444-1962 r: BOOSTER CONTROL, PANEL t?P qy �y�. y ♦ .W .yWyye���.+ff'k.: .�:A�:mt....r tiyy'w;;F�.s.W(3��a�}.S iy1e a�F3..�.• r.Y�di'Shc:.y5' y4\$ Ir i f�( 9 i' i i 2; ` k Integrated gas booster control system 'I r Panel includes: , Y Fused disconnectlinterlock swi';h. 0 Booster On-Off switch. i Sig rial lights for,:Power, Baoste'� On and Low Gas Pressure. 0 { tq pdown tro%former for.1'20 volt'control circuit. 0 : ,i Motor starter i Sfandartl parielsize 20" X 20",;( 8" NEMAI 2 enclosure.;. All ore wired to`a terminal strip, includes necessary relays, etc. Optional: -r y 0 Alarm.hom. . �,� Also provisions for connections for high-low gas pressure switch, and motorized gas Valve, l ET i iER ENGINEERING COMPANY, INC. ET ER �• �• _,� 1466 HIGHLAND AVENUE , CHESHIRE CONNECTICUT 06410 TEL - (203) 271 0035 OTHER STATES 1•600 444.1962 • i FAX: (203) 272.9860 i r i .,. . E RNC . Keep motor properiy lubricated per motor manufacturer's recommendations. The life of the booster depends largely upon proper Dare of the motor, 4.2 The entire internal assembly Is easily removed from the booster for Inspection and/or mainten- ance of motor and rotor.: (Refer FIGURE 3),. 4.2.1 Before,disaeaembling, make sure gas; air and electricity have been shut off, 4,2.2 Remove end plate bolts and carefully slide out entire internal assembly. Be careful not,to.damage or upset balAce of rotor. 4.2.3 CAUTION: Anytime the Eclipse �`.ermetic Gas Booster Is disassembled, care should be taken when reassembling to be certain it is properly resealed against leakage. •It is recommended a spire flange gasket be available for use when boaster.is reassembled. 4.2.4 DO NOT DISTURB WIRING CONI)q�T OR TERMINAL BOX POSITION. This will break the gas seal and result 'ri gas leakage. If� 4.3 Contact your local Eclipse sales office for anj• .equired assistance and for recommended spare parts-. (i FLANGE GASKET, U.L. LISTED MATERIAL RETAINING SPRING i;y-.; •<r,r ,, 'r act ;,.a,,r. '.:ENr ':,LATE MOTOR FRONT rYLET HOUSING ix;:�?srt . � r,•a. COVER ar PIPE PLUG r a. I".N;P.T,. f y 40 T.ER.I.l<VA L BOX ll,•y NAMEPLATET�1r�p . � r . - ,,:. ,.5 `•'����. -h - {. 3itn� ., ,i FIGURE '� FIGURE 2 ' ��.,., •.. ROTOR MC i OX HOUSING h ,, REAR <s HOUSING . .., •.I i-, ;•„ � :,. , . - COVER „ FACTOR7 SUPPLIED SEALIN( UNILET ( U.L. LMTED) OPTIONAL SECOND SEALING UNILET & PIPE NIPPLE ,`' SCI TCTI("i}' '`.. ARRANGEMENT '~ UMLE'r':4 (COMPONENTS MUST BE U.L. LISTED & ARE.TO BE • ; CUSTOMER•SUPPLIED AND INSTALLED BY A QUALIFIED ELECTRICAL CONTRACTOR) FIGURE, 4 :j 1 . I r BOOSTER OUT DIMENSIONS--IN INCHES APPROX. ': SNIPPING CATALOG ASSY. MOTOR LET NO. NO_ H.P.— FRAME SIZE A B C D E F G H d K L I M N P R S T U V WT 111S- HB-3412-'/2 202482 'f2 56 3' 27% 6s/ra 4"A 17,s/t i9rs/ic 2f)A xa 4 21'/s 121TAg. 5x/3z 4- 167E 611= 75 10% 8a/a 8s/a 13s/s 30 165 a H8�432-/x 2025t1 'h 56 4- 27% 5slt 33/4 181A fP/c 2s 21% 5 21's/,a 1211/19 5r/t 4• 18y 6'12 IS 10% $'/,c 8% 13-JA 31 170 t % 8'la 20'/�t 21�h 5 21's/�c 72"la 5�Ja 4' 18'/� 6°/2 15 10% 8%,a 8s/s 13% 31 18 O HB-4412-2/i 202511 3/4 56 4- 27s/a 5s/ra 3% t 6 H84412-1 202511 1 56 4' 27% 5s/,c 3Y/a i$%,s 20sAc 21% 5 2173/ec 12"Ac SA4- 18%, 6% 75 10% 8%s 8% 13 31 $ HB-6812-1 202541 1 56 6 30'/a 7sh 6% 187/a 24% • 24'/4 11 22% 14 6sh 8 16'�/s 6'h t5 tOs/t 8'+ht 8% 133h 33 t95 t , 143T 6 30% 7% 6% 187h _243%s- 24Ya 11' 223la 14 6% $ 16'3/ic 6'Jz 35'r 14sh 8"/rt 8% 73s/a 33 210 : HB:6$12-1,(z 202639 1/x - . H83314-1/'2 202577 '/2 56 3" 25's/ia 6i1/,c 5% 173% 19% 19'�/,a 3 23s/a 143ha 5"Ac 3• 18% 6'h 15' t0%s 9s/ia 8% 13% 29 175 56 4' 26'h 6,3Jis 5'/a .17ih' 193/a 2D:h 4- 231A• 143lta 573/u V 'I VA 61h ?..'15`, .t0's/it 9'/st 8% 131% 30 180 H64414-% `. 2D2615 3h' r' 1.16-4414 7 202675 1 56 4' 26'h 6'a/rc 5'/. 17s1a 19" 20'/s 4 23%, 143Aa 5ss/ia 4' 18'/i 6'/x 15 14'trt gs/+a $3/s 13sh 30 7B5 56 4' 28sh 8 61/2 ; 1$ 20'/i'_= 22s/s 5 26 16 7�/�a 6 20'h B t8 13?/a,- 10'/. 6s/a t3s/a 31 190 H84614-3/�', 202386 % , ,8 18 13�jy. '101/a bah 133/s 31 195 HB-4644-1_ - 202386 1 56 4- M,4 8 6�2 '.1$ 20'/2 22s/a 5 26 16 73/ra 6 20�h 10% 6% 13% 31 205 _2(12634 1'!i 143T 4' _28sh. 8 6 _ t8..._ .20'/i .. 22s/a 5 26 16 73/t 6.. 20 h $ 13xh-:' 3 56 4' 28sh 8 , 6'/t -'.1$.. -2614 22s/4 5 26 76 73As b ; 20K •.,� - .'•18: 5.133h_ 10'/a 6% 13% 31 192 H8 461 S 1/.'` 202469 /a $ fi'fi. r 5 26 16 7s/rt 6 201/a 8' 18 13rh 10'/a 63h 133/a 31 200 H846751 202469 1 56 4• 22% 18 2oh 22s/s HB 6615 I1/= 2f12514 71/= 143T 6 30% 6 41/, 13%,s 24s/,i 243% 11 261/ra 16 73/u 6 211/a 8 �18' 123Ja 10% 614 131/t 32 260 3 S, _. 4h_._ 19!As. 24cA4 243h 1t 26'/ss 16 73/ic 6.. 211/a 8 18 1234 10% WA 131/x. 32 260 _ HB-6615.2.,A.r 292511 2 145T 6 3¢h.__._ q ,27;sAz 65h 5,h i 73sh. 223h.i 21's/it 9 26"Ac 15,h rjls/a 6 22% 83/a{ t91/2 13?Ja l i 3/a 63h� 133h 30 224 -. HS-4617-1: 262383 1 56 3 to ++ 15rfi StsAs 6 22% 83Ji: 79'/x 731h 173/s 6% 133h 30 265-- HB-0617-t%x 202606 7*/x 143T 4 271t/� fish 5'Jt 1735/u 22/u 27 /32 9 26 /rs r Ss i 19% 133 1111 9% 16'/a 33 320 H86617-2 202b12 2 145T 6 31% 7% 5%. 20'Ja 26% 256h 11 27� 16 6/2 6 22s/ic Jt' h � 182T 6 3111/a 5 31/= 207sAa 263Ac 25"is 11 27s/3t 16 6Y2 6 24 By,-' t9'/2 13% 11"/s 9'/. 16'/a 34 375 HB-6617ti3. 202628 3 s s + + 13' 33xa/u 227/2 ' s '18% t3rh 113'far 53/. 20% a1 44D H888t7-S... 2Q2fi3$ 5 184T 8 396c_..1Dh 8/a:.• 127'! 34 33/c /z t2h g 26 Bh' H8 4619-1+/x 202397 1'/2 143T 4 26'h 9T�%/. , tfi%r 20'ls 20'/s 9 32'lc 19 T/a 6 ' 26'h 83R 931 74=/, 13"/u 43/ 103Ja 28 260 c a� I45T �- , 4 26ir ..' 9 i6'/+c 20s/,s 20% $ 3T'/u 15 71/a 6 261h 8'/a �193/a 743/t I3"/y� 43J. 103h 2Q 270 t!3 a. 19.2 202,212 2 .I k , :y 63G ._75' 352 - 11�n&1L 3:N,. _`82Y.:, i. . : }3 .�,k -9 7s�._- nY�a ! 761:,F 25' .; i7'_ :.32'�< }.: 7Ja �5 G= '' -8rli, �3/a t43�i k 3_,s• h - rs 1t 3211a '.9 7'/a 6 26%- 1wA 23 1431s '13i1/sz 6sh j63ti -�-35 - �-'37 _ HB-6619.5 202489 5 i34:' 6 32xi 8'/t Zyz 2131rt 26 /1c �i t , 12'/. 8 283/. toys 1::.4,1t i5rli 15T1a 5% 15% 40 SW HB88197'/x 202597 7y'x 2t3T $ 38% 1511. t3% 263/a 333/s 32/. 13/x 39/x 25/. HB-8819-10 202597 10 215T 9 38'/a t5'/a 131/= _ 26s/s 33s/a 321b 13% 39'/-- 257/4 12/4 $ 28% 11%a 241A 15r/x 151/a Sala i5�h 40 575 HB 4623 3 202519 3 182T 4 32% 7% 6% 22 26'/i 26sh 9 35'!a 20 63h 6 307/, 12 26 t53h 15xhc 4'/. 17Y. 35 408 22 26% 26% ' ' 12 26 15% 15"At d1/a 17'/a 35 492 - HB-4623.5 202519 5 184T 4 32s/a 7r/a 6y. 9 35 h 20 Spa 6 30 b r 3s 87 b'/2 223r/u 28s/u 27n/sz 11 3S'la 20 773h: 6 30'h 12 26 t7s/a 15"/3x 4'/. 1711a 36 640 HB-6623-7'/2 202507 7/r 213T 6 33 /u /s , 7,s/si 6 30% I 12 26 173Ja 15"hx 4'/. I'm 36 680 H8-662310 202507 10 215T 6 333}/sx 8/h WA 22ar/u 2$s/4 27ts/u 11 35/ra i s i73h 931. 263h 33sh 323h 8 391/a 23% $,sha $ 32 12 26 16% 16% $'/yt 21'la 41 700 H84W3.15 202622 15 254T 8 38h r s 3 $ 39'/a 23'/a $'r/,a B 32 12 26 163h 76% S"As. 21'At 41 740 HB-8823-20 202622 20 256T 8 38% 71% 9% 26 h 33 h 32 h 9 41' 23 6'/ 6 36%6 15 32 18% i81i/s 2'h 277/a 38 640 HB4628.5 202391 5 i84T 4 351la 8s/a 7% 24'%/ca 29t7/u 2971s /� 18% 18"As 2% 21% . 38 643 WB46287� 202393 7/z ' 7' 24asJu 29'rha 29% 9 41y2 23 61/ts 6 36'At 15 32 r 1 213T 4 35h 8sh h "/ x 21'/a 38 680 HB 462810 202393 10 215T 4 357/s 8/t 9 47' 23 61hs & 36sAc 15 32 tea/a t8 1a 2/a s 7'h 24n/ca 29t3/ca 29r/t /2 3 18% 2?/s 211/a 39 735 H9.8828-10 2025M 10 215T 8 367/sx 8% 71/a 25'/s 32% 30'!n 13,1x 4t1/► 23 7/Ac B 36/. i5 32 22h HB-$82815 202562 15 254T 8 36%3x 8% 71A 25th 32% 30'& 13% 411/t 23 7Tla 8 36'/a 15 32 223/6 1$3j� 23/s 211/a 3$ 785 t s , + x 301/32 13% 41% 23 7x/�c $ 36% 15 32 223% 18% 2% 21% 38 825 H6-$828-20 M562 20 256T 8 36!3i $h 7/t 25/t 32/s NOTE; For dimensions not listed.consult lactofY. rite list). -Indicates threaded connection.All others flanged for 125N ASA flange.Companion flanges are supplied only when specified and at additional cost(see p Am motors are Class 1.Group D.Explosion-Proof,230146013160 1 IYrI7ar�als•7t 1albOlo.tUlt Iilr Lc.,�+.1 u+an vtrst N t t Id 10 Id [ 13luls YhwlinY NILy rr.H.I •`` COODSO E3 of `\ Mons A G'13 11 �� �, stall►ln t.�i:<� `� VON nlA Vow MA � ! r �113�H1'd i rluatl cc� lnat \� = _ j t dIB�IIDID \\\ \ \� N f�NiI€lllllQi➢IIlf!IiI1InIl Q1i1110 t' t � 3\\\i � �� ; m = - _ _ i c .4_ra. 13� \. •� of \ \; Q!ll!!liJl;lili!IIQII{fIfIIIQIiIIIQlllil111!� t S.r T t'L ..I!4 rO rltr nw ` - - _ - I t',t�i�iiil',IIG \, •� 1111EEff11�1!IfII11E1Iiiillll'JIlI1I111nIllIlib t " 7`t t WI[nt7rrlrT`riva6w Mj,rvry laWW4 AIIYIA :r• lilt7M i •Qi}ll�QfpQmll�€!�l�i1( ��I I A \\ \ \ Dl {�t�� p wrl� lO,I \\\ r 13Llllli{1€lllll rdlllli���ry{}}iY \ ,1 ` `-' ..-1. P�I Ill 1 OP Oat aW ot[ a \. Yw5?Yl]lbl .4M1f Q }may Q, \\\ " W 6 O \\\\\\ \` 11 L A l \ \ d�I 11 l „ � 1 t r p Gt I ff1177TT,,t��� log x[n+iY' / ]M1 i+Ln4C 'and"truwt 7fu DTI it IAY*v0 CC '>•t r Itttan w of 1xrr[ill'I'I 'n H \ ?y �%'' ---^••••• —r—••r•_ t `l, ZI a Kpaltttl SS zyrmt JR.• Ll tt 2 am C121i 07 P*MN ltt itril it sotrels tow•7m tt m asttnaa7 cc i� 39NVb 1S3i ntrn't •r tt 7w nnnwlnxw oC Al2 Yq_n R , Is+silt 'on nu tt txuw�ttlunl tt roi SMli�7�r7 tr of 1 stau*su urn to ten r nta.o Yl Lt pY`r• 3A�'MOa]l W sm 27rVAis Iltrn {t of •a vs—ur7 at 27rrO.Ir T7tlt2tp Ii t 'w 2ilgr D L �rt� tdttrl2 WE'> It I'a IL.atu+a I �w—t L Lt t 7 Imam at t 'al r2llut t 'aTtl rmm t/ r 'di lulut ' 'ml r7l in tr I 'd luTmt t =MOU I s t1 t 'or Illtut l 77r24ti-=4 Istu.2 it C •a lsml ;.a t v 27tm Tt I'tr 2srcw71ra t It"13n44 or f'an 2Lrx wuvlj i �lLlt]SJt 'aa'u wll JIY)LIa '7a"ll vvlivF�i�Yrd �1IlVAN riNAL Or—VYCl11YVH1 rINAL N O R fiH ._�.. Town of 5 0 Andover No. 121 � s )Rf VE1lAY ENTRY PERMIT er Mass. 19 �_ c n MEwiCK !' �...,... AOR pR�� G, 7/ P SSA ERMI LD BOARD OF HEALTH THIS CERTIFIES THAT................ .............................................. BUILDING INSPECTOR haspermission to erect ......................... on ..... .:; ..�.... W � � ..... �- .. Rough himney tobe occupied as.. .. ...° .... . .r. ... . .: . ...... . .. .. .................... Final provided that the person accepting this permit shall in every respect conform to the terms of the application on file in PLUMBING INSPECTOR this office.and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Rough Buildings in the Town of North Andover. Final VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR Rough UNLESS CCNSTRU STD ® Service Final .. ................... .. . . ... •.BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Final ispiay in a Conspicuous Puce on the P e'K _ ises FIRE DEPT. ®o Not Remove Burner NO La-thing t® Be Done Until Inspected and Approved by 5m.se Del. OFF KT'S OF: yMM Town of APPEALS Nol 0 1 AI 10mvi, A NORTH ANDOVE It C'ONS 1 7U{VATI ON 1)1%/ISI()N(W W 17) (M5 4 77 5 HEALTH PLANNING I"LANNING & COAIAIUNI'I'Y DLVEI,01'All", N'l' KAREN 11,1'. NE-A-SON, DJkJ-_('T()Ci CERTIFICATE OF ENGINE,ERING BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, MA 01845 PERMIT 121 GENTLEMEN: 15 GERRY GINGRAS HEREBY CERTIFY THAT THE' BUILDING CONSTRUCTED AT —AT&T 1600 OSGOOD STREET DOES CONFORM IN ALL RESPECTS TO THE MASSACIIUSE'TT'rs STATE BUILDING CODE. AUTHORIZED SIGNATURE: DATE: RE'GISTRATION STAMP: F GERALD JOSEPH No. 22029 ;; N RVATI N _ FINAL S I T . , FINAL �� � � L ^' NOR�y — — own of An over DRIVEWAY ENTRY PERMIT MI~x WICK er Mass. $ 19?/ `.� A G ME4 SS PERMI L D BOARD OF HEALTH q gas RUMUMMIS THIS CERTIFIES THAT............... ....*.....l. .. ....................................................... BUILDING has permission to erect ......................... on ... . ..... ... ... .�.`.. Rough INS PECTOR OR .. i . .. Chimney to be occupied as. ... .... ... ...... .. ..... ... .................... Final O provided that the person accepting this permit shall in every respect conform to the terms of the application on file in PL BING INSPECTOR this office,and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Rough Buildings in the Town of North Andover. Final VIOLATION of the Zoning or Building Regulations Voids this Permit. PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR Rough UNLESS CONSTRU ST • Service Final . .. ............... ...... BUILDING INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Final Display in a Conspicuous Place on the Premises Do Not Remove Burner FIRE DEPT. No Lathing to Be Done Until Inspected and Approved by Smoke Det. Building Inspector __ 'ERTIFICATE OF USE OCCUPANCY Town of North Andover Building Permit Number 121 Date AUGUST 26 , 1991 THIS CERTIFIES THAT THE BUILDING LOCATED ON 1600 OSGOOD STREET MAY BE OCCUPIED AS HANDICAP ACCESS RAMP IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. OF CyORTk q Da t< co +6 6�0 CERTIFICATE ISSUED TO A T & T y~ M #�� w 1600 Osgood Street + _ ADDRESS 8ACHus��y 1 wilding Inspector 04/30/99 15:03 ^V617338498.5 DEAN ARCH ALLIAN Dean Architectural FAX TRANSMITTAL Alliance, Inc. 179 South Street Boston, MA 02111 voice: 617-338-4029 fax: 617-338-4985 To: Robert Nicetta Date: Agri! 30, 1999 Of: Town of N. Andover 6`NY 9 ¢ Fax#: From. Andrew J. Dean, AIA Time: Project: Mezzanine "D" Pages. 1 includin cover Copies to: X For your use ❑ For approval ❑As requested ❑ For comment ❑ Original copy to be forwarded under separate cover MESSAGE Bob, Stan Swerchesky, Jr. of Perini Construction Co. at the Merrimack Valley works of Lucent Technologies, Inc. has asked me to send you this FAX. I will assure you that the work that was done by Perini on the Mezzanine "©" project has been substantially completed. It was built according to the construction documents provided by Dean Architectural Alliance, Inc. under my direction as Architect of Record. If you have any questions, please call me. For Dean Architectur nee, Inc. Andrew J. Dea , AIA President u MASSACHUSETT s UNIFORM APPLICATION FOR PERMIT TO DO PLUMBING (Print or Type) Nor^A Wovc�v— -. mass. Cate. L��_ Permit # Q z Building Location i (rt lJ afrc"3 � sr" . _. ' ry t ' no r y' W r� C - Owner's Name 0 Owner's Phone # Type of Occupancy_ f New ❑ Renovation Replacement ❑ Plans Submitted: 'Yes❑ No FIXTURES z cc 0 c7 yc r- co �7 O z a w ` w� az z ' = U. z¢ ¢ 2 u o_ ua a 0 c) c m oz a Cc LL u w c w cw x © c) L Q a u zw r> D z 0 O Lu rw't7 a J J a rL {= a Q' a r LIJ,,�. X J m +n a p J cC r ca tr. t7 t7 a rc m 0 m cg SUB•BSMT. BASEMENT 1ST FLOOR 2NO FLOOR 3RO FLOOR 4TH FLOOR 5TH FLOOR 8TH FLOOR 7TH FLOOR 8TH FLOOR Installing Company Name Va ca Check one: Certificate Address v 6 r ❑ Corporation W L . ❑ Partnership Business Telephone - 2 u 12 13 0 ❑ Firm/Co. Name of Licensed Plumber C INSURANCE COVERAGE: I have a Curren li ility insurance policy or its substantial equivalent which meets the requirements of MGL Ch. 142, Yes No ❑ If you have c ecked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy ❑ Other type of indemnity ❑ Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Owner ❑ Agent ❑ Souun of Q","O!C wmes dlgm I hereby certify that all of the details and information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all pertinent provisions of the Massachusetts state Plumbing Code and Chapter 142 of the General Laws. By Sig ature of Licensed Plumber Title Type of License. Master Journeyman City/Town License Number « APPROVED (OFFICE USE ONLY) TOWN F NORTH ANDOVER p BUILDING A T EN T APPLICATION TO CONSTRUCT REPryIId RE1°iOVATE, OR DEMOLISH A ONE OR TWO FAAHLY DWELLING BUILDING PERMIT NUI�MEPI DATE ISSUED:N " SIGhiATUIZE: •, I �"��;a �" °�' � ..,w B,dl in Gtinll��lsstotuerllls or ofBuildin Date SECTION 1-SITE' INFORMATION 1.1 Property Address: 1:2 Assessors Map and Parcel Nutrnber: �... Map Number Parcel Number 1.3 Zoning Information: 1A Property Dimensions: �t Zor'in District Proposed Use Lo Areas Fronta e fl 1.6 BUILDING SETBACIGS ft Front Yard Side Yard Rear Yird Iierluired Provide Required Provided Ite Hired Provided 1.7 Water Supply M.0.LCA0. 54j 1.5. flood Zone 1nlforroation: 1.8 Sewerage Disposal Sysierm. Public 0 Private 0 Zone Outside flood Zone 11 Municipal 0 On Site Disposal Syrste®n 0 SECTION 2-PROPERTY OWNERSHIIII/AUTIIURIZED AGENT 2.�Owner of Record p �. R i��W um air,; iW � tom,i u .,.�" ".0 �i �� "` ' ... a �I:I (Print) t � _ t ;,,r �� �^ vice '4..1re5S for Service: �k Na lle Pr111 q^�m� a SI C18 ICL g eplionc 2.2.Owner of Record: hlauue Print Address for Scrvice: Signature Telephone 90 SECTION 3-CONSTRUCTION SERVICES 3. �.. �"� 'i;,w J'"� �� A�„� �� w,°�-� „.� NotApplicalale 01 Licensed Construction.Supervisor: � :Licensed Construction Supervisor /� __ __ _ License Number Addr s Expiration Date 'Signature Telephone 3.2 Registered Home Improvement Contractor Not Applicable H Company Na[ne Registration_...._,_ tration Number Xdclress _. ....,... Expiration Date Signature Tcic hone NORTH ToVM of Andover 0 rn No. ~ '° dover, Mass., C OC HiCr Ewi ADRATED S BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT...V '�/-G......cvv ....L..m.........^.V .��N c . . . ................................... Foundation has permission to erect..._......3..................... buildings on_/10.�012.......19459 ��.,,,Jr.....��.... Rough to be occupied as.. t��./"d.rl.. 1.......�N...j 3......... Chimney Ch' provided that the person accepting this permit Aall 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. 4so PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough 4#0 64"115 PERMIT EXPIRES IN 6 MONTHS Final It CrO�'1�►„� UNLESS CONSTRUCTION ST ELECTRICAL INSPECTOR �•+. Qpot"..' 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 RoughFinal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Screet No_ F F R F 1/F R.q F g i n F Smoke Det. ✓fie Vr a�irorra�rroeeill� o�,✓��ae:lrrr�rr�e�1 BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number; CS 050960 Birthdate: 1 2129/1 9 56 Expires: 12/29/2000 Tr.no: 4516 Restricted To: 00 STEPHEN A CAPONE _ 15 WOODLEDGE RDA i NEEDHAM, MA 02192 Administrator f fd. Wet& ISSUED BY REGISTERED Date of Manufacture i2i APPLICATION ANCHOR INDUSTRIES INC. else NUMBER 4/09/96 EVANSVILLE,INDIANA 47711 2 1 Order Number MANUFACTURERS OF THE FINISHED F31.02 TENT PRODUCTS DESCRIBED HEREIN 1'19300L This is to certify that the materials described have been flame-retardant treated �21 (or are inherently noninflammable) and were supplied to: A TENT FOR RENT urn 125 COMMERCIAL CIRCLE 0111 DEDHAM MA 02026Ertl Qi R I> Certification is hereby made that: PVia'PR The articles described on this Certificate have been treated with a flame-retardant V approved chemical and that the application of said chemical was done in conformance 1$111q with California Fire Marshall Code, equal to or exceeds NFPA 701, CPAI 84, ULC 109 ii The method of the FR chemical application is: Serial 8157010C (0001) Z., Description of item certified: Nin MI-1 &n VL Flame Retardant Process Used Will Not Be Removed By URI Washing And Is Effective For The Life Of The Fabric lttl ,%I t%I > DURACOTF,-RAVENNA--_0H'---------------- R Signed: NMI Name of Applicator of Flame Resistant Finish TENT 015PARTMENT—ANCHOR INDUSTRIES INC. YAil r i M P O R T A N T DOCUMENT S 5 5 i � r r r 5 , 5 . s SREGISTERED ° �� ISSUED BY �, 5 APPLICATION aoE HORI) 0 1 Date of pp�nryf,11���Y�r�ure 5 55NUMBER y i ___ €nrousTRiEs Eric. C 5 EVANSVILLE, INDIANA 47711 Order Number 1$921$ SR8�h9 MANUFACTURERS OF THE FINISHED j TENT PRODUCTS DESCRIBED HEREIN 5 This is to certify that the materials described have been flame-retardant treated S 5 (or are inherently noninflammable) and were supplied to: 5 5 ATENT FOR RENT 5 5 125 COMMERCIAL CIRCLE 5 SDEDHAM MA 020266806 S 5 5 5 Certification is hereby made that: 5 The articles described on this Certificate have been treated with a flame-retardant approved 5 Schemical and that the application of said chemical was done in conformance with California Fire 5 Marshal Code, equal to exceeds NFPA 701, CPAI 84, ULC 109. 5 5 The method of the FR chemical application is. T Seriaf n: 8152100 5 5 5 Description of item certified: CENT MID 80W X 30 SNYDER W W 5 S 5 Flame Retardant Process Used Will Not Be Removed By 5 5 Washing And Is Effective For The Life Of The Fabric S 5 --SNYDER-MFGNEW-PHIL-ADELPHIA-OH _ �J 5 5 _..._ _ Signed: a _ CC, Name of Applic._ .ator of Flame Resistant Finish TENT DEPARTMENT—ANCHOR INDUSTRIES INC. 5 '0-%,7 fjw'%'W 3 042k K g0l Z'FRU 17--- I ltl� i I h1i Ter t,i"ft rate of Ji REGISTERED ISSUED BY APPLICATION ANCHOR INDUSTRIES INC. Daie of manulacture XW NUMBER_ . EVANSVILLE,INDIANA47711 4/09/96 TENT PRODUCTS DESCRIBED HEREIN ANUFACTURERS OF THE FINISHED If I ARE &,del Number pgpl F140.1 ET 1-1-9300 This is to certify that the materials described have been flame-retardant treated > (or are inherently noninflammable) and were supplied to: IVR X A TENT FOR RENT 125 COMMERCIAL CIRCLE WX 1pld > DEDHAM i MA 02026 Certification is hereby made that: The articles described on this Certificate have been treated with a flame-retardant approved chemical and that the application of said chemical was done in conformance iii AILS 'M> with California Fire Marshall Code, equal to or exceeds NFPA 701, CPAI 84, ULC 109 The method of the FR chemical application is: A � serial W. 8157010C (0004) lJ Description of item certified: &n 1%ER Flame Retardant Process Used Will Not Be Removed By Washing And Is Effective For The Life Of The Fabric flfl F9_NYDER MFG, NEW-PHI.LADEL-PHIA, H _O__ 'i Signed: < Name of Applicator of Flame Resistant Finish TENT ARTIVIENT—ANCHOR INDUSTRIES INC. Q�►1 ' IMPORTANT DOCUMENT 5 N 5 5 sCertift'raft s5I ISSUED BY 5 REGISTERED liF 5 APPLICATION �� o Date of ManufactureCHOR 5 5 = 03/20/00 7 NUMBER r ONDUSTRIES INC.ic p+ CU 5 5 f'140 I �r�, ��`�� EVANSVILLE, INDIANA 47711 Order Number 5 � V MANUFACTURERS OF THE FINISHED 311899 5 TENT PRODUCTS DESCRIBED HEREIN SThis is to certify that the materials described have been flame-retardant treated 5 S (or are inherently noninflammable) and were supplied to: 5 Dj 255000 5 SATENT FOR RENT 5 125 COMMERCIAL CIRCLE S 5 DEDHAM MA 02626-6806 S 5 5 S Certification is hereby made that: 5 SThe articles described on this Certificate have been treated with a flame-retardant approved S 5 chemical and that the application of said chemical was done in conformance with California Fire 5 S Marshal Code, equal to exceeds NFPA 701, CPAs 84, ULC 109. 5 SThe method of the FIR chemical application is: 5 5 Serial9: 5 5 8152110(t) 5 Description of item certified: 5 5 CEN MID SOWX20 SNY IO'SPACE 5 5 _ Flame Retardant Process Used Will Not Be Removed By 5 5 Washing And Is Effective For The Life Of The Fabric 5 5 SNYDER MFG NEW PHILADELPHIA,014 Signed: e-SZ 5 Name of Applicator of Flame Resistant Finish TENT DEPARTMENT—ANCHOR INDUSTRIES?NC. � r=Pr�cPs:Pr�cf�r�r�rJ�rJ�rJ�rJ"rJ�rJ�r�r�rJ�i:.]�twPCPtPCPtPrJ�r�rPrJ�rJ�i:P:.P�Pr.Pt:.P�Pr..n[.P[J�tP[P[Pr�rJ�rJ�r�cPrJ�rJ�r�rJ�rJ�rJ�r��PI"PCPCPr��PrJ�c.P�.lac.Prl�r.PrJ�cPr.PcP[PeP[P�PrJ��PrJ�r�r�C.f7tJ�r_f��PrJ�rJ� [7 ® �€�r €����u�������€�€air a�ra��n��€�E€�€��€� s�PPLPr_ IS 5 5 5 " 5 5 5 REGISTERED t 5 CAt� _ ISSUED BY 5 APPLICATION 4��� '�sQ Date of Manufacture 5 5 5 NUMBER INo TRIES NC 3/10/98 ICE. 5 �- 5 I I40.U1 r�� a�y�� EVANSV€LLE, INDIANA 47711 Order Nuum1er 5 5 MANUFACTURERS OF THE FINISHED 5 TENT PRODUCTS DESCRIBED HEREIN 5 This is to certify that the materials described have been flame-retardant treated 5 5 (or are inherently noninflammable) and were supplied to: 5 5 A TENT FOR RENT 5 5 125 COMMERCIAL CIRCLE S 5 5 5 DEDHAM MA 02026 5 5 5 5 Certification is hereby made that: SThe articles described on this Certificate have been treated with a flame-retardant approved 5 5 chemical and that the application of said chemical was done in conformance with California Fire 5 Marshal Code, equal to exceeds NFPA 701, CPAI 84, ULC 109. S 5 The method of the FR chemical application is: S 5 Serial#' 8152100 (0001) __._._._..-----_._ 5 Description of item certified: CENT MID 80W X 30 SNYDER W W ej 5 Flame Retardant Process Used Will Not Be Removed By 5 5 Washing And Is Effective For The Life Of The Fabric 5 S --SNYDER"MFG;_NEGV_F-HIL_ADELFHI�i,-ASH— Signed: 5 — Name of Applicator of Flame Resistant Finish TENT DEPARTMENT—ANCHOR INDUSTRIES INC. 5 5 rET, dd an rate nf Ntamie \aBg F 1 i��l It1 ISSUED BY A'l �� Il REGISTERED ��F O Date of Manufacture 1 APPLICATION ' ANCHOR INDUSTRIES INC. NUMBER EVANSVILLE,INDIANA47711 5/06/97 Order Number MANUFACTURERS OF THE FINISHED F140,01 ET�a� TENT PRODUCTS DESCRIBED HEREIN l � y This is to certify that the materials described have been flame-retardant treated (or are inherently noninflammable) and were supplied to:NMI A TENT FOR RENT rrr� s,[ 125 COMMERCIAL CIRCLE nu SM DEDHAM MA 02026.PW > "All Certification is hereby made that: The articles described on this Certificate have been treated with a flame-retardant oira approved chemical and that the application of said chemical was done in conformance J inay, i+. with California Fire Marshall Code, equal to or exceeds NFPA 701, CPA[ 84, ULC 109 mfi The method of the FR chemical application is: AQ. 7,rs Serial#: �!n 8I52100 (0001) og sl Description of item certified: Y,rr CENT MID 80W X 30 SNYDER W W JRz, u» Flame Retardant Process Used Will Not Be Removed By > " i Washing And Is Effective For The Life Of The Fabric Ir, Al NYDER-IFG,NMV-PHILADELPHI?li;-O in[ Signed: Will Name of Applicator of Flame Resistant Finish TENT ARTMENT—ANCHOR INDUSTRIES INC. r� �l/K�l 1t1► /. _Wi.:\/. \�i..\ ..\ ..\ .. .. .. ..\dam.... w_\ ..♦ ..\ .. .. .. .. �ffiG,.. ,�.. »«. „l �. .».,. p.r, ..... .e.. ,aa., w . �> ..d. .+� ,ao-. .w+. .R«• .a....`��� '�Al M U MCA to tan Ace � REGISTERED f CAC�� ISSUED BY o O APPLICATION ANCHOR INDUSTRIES INC. Data of Manufacture 9/12/96 EQi NUMBER EVANSVILLE,INDIANA47711 7 rF 4� MANUFACTURERS OF THE FINISHED Order Number B 'ft R M►' OP 1140.0 AE Tt'� TENT PRODUG7S DESCRIBED HEREIN This is to certify that the materials described have been flame-retardant treated (or are inherently noninflammable) and were supplied to:21 ATENT FOR RENT r i 125 COMMERCIAL CIRCLE t'_Jl n>> DEDHAM MA 020266806 a� Certification is hereby made that: The articles described on this Certificate have been treated with a flame-retardant «� > approved chemical and that the application of said chemical was done in conformance „a with California Fire Marshal! Code, equal to or exceeds NFPA 701, CPAs 84, ULC 109 The method of the FR chemical application is: i Serial#: 8152100 si _ (0001) i Description of item certified: C- CENT.-MID SOW X 30 SNYDER W W �f Flame Retardant Process Used Will Not Be Removed By Washing And Is Effective For The Life Of The Fabric ' t _SNYDER MFG;NEW"PHILADELPH1N—OH'— Signed: Irrt - \�tt< Name of Applicator of Flame Resistant Finish dtt+� C�, �— .------- ---- TENT NT—AN ARTMECHOR INDUSTRIES INC. Ii/ stet \/�7�. .... ..rr ...r \ ... rr[(((���1/rr rr wr .wr rr rr rr .rr r rr r rr v w 111 l�`!1V 4� :%O\IOl� `% \ \r \ 5 rr tir ;C :I \ `r !r \J.- ..a ...0�..\/..,4/i.a/i..� ..�/�,.�\ ..\/..4id..! �..�* .. i..� .. ..�� ..w� \/r..w\✓,i..\� mot_.�—��Y,..�..1`x-..,_„_.ti`� —• -�v--�--�r----✓- 1! ,�LL 4i*va )JJd, iC�zt Bddd ISSUED BY REGISTERED Date o1 Manufacture APPLICATION 4} z ANCHOR INDUSTRIES INC. fig NyVK NUMBER ' EVANSVILLE,INDIANA 47711 4/09/96 2S Order Humber ,a,) Stdl y E Qy MANUFACTURERS OF THE FINISHED F31.02 RETh4QC' TENT PRODUCTS DESCRIBED HEREIN , 1 This is to certify that the materials described have been flame-retardant treated (or are inherently noninflammable) and were supplied to: ni y� jai !dd( A TENT FOR RENT 125 COMMERCIAL CIRCLE a rr ms, c DEDHAM MA 02026 r � Certification is hereby made that: The articles described on this Certificate have been treated with a flame-retardant xor approved chemical and that the application of said chemical was done in conformance n,p gax� with California Fire Marshall Code, equal to or exceeds NFPA 701, CPA[ 84, ULC 109 mr rddr The method of the I=R chemical application Is: 7 c Serial #: flop Nw 8157000C (0001) , 'ld�[ Description of item certified: �* NYM$�WI�TLL{�.Y N W DK TO HAVE 10' SPACINGS Mal Flame Retardant Process Used Will Not Be Removed By Rid i Washing And Is Effective For The Life Of The Fabric r; __..... U 'wi- DURACOTE;-RAVENNA,OH._..__.-_-_.__________._�___.__._m_ ►��� 1 1 __._._--�______.._ .._._---____—___._.. — Signed: , 1d►t Name of Applicator of Flame Resistant Finish »>; --- — — TENT ARTMENT—ANCHOR INDUSTRIES INC. Idol, r r rr �r .ti �r r r tir �r yr rr tir �r r �r ..r tir rr rr �.r rr ..r � tir � 4r rwr rr r JJ ✓_. _O� �7 ertuicate of 0491ame ISSUED BY r[ REGISTERED of W[�F p Date of Manufacture R APPLICATION ► ' ANCHOR INDUSTRIES INC. tffr, NUMBER EVANSVILLE.INDIANA47711 5/06/97 - __— F Order Number MANUFACTURERS OF THE FINISHED F140 1 [2El 49 TENT PRODUCTS DESCRIBED HEREIN 15459 jW Inl, VIN l!1 RIFf This is to certify that the materials described have been flame-retardant treated 24 (or are inherently noninflammable) and were supplied to: offs A TENT FOR RENT S M 125 COMMERCIAL CIRCLE air DEDHAM r MA 02026 n» Certification is hereby made that: The articles described on this Certificate have been treated with a flame-retardant approved chemical and that the application of said chemical was done in conformance r, �m with California Fire Marshall Code, equal to or exceeds NFPA 701, CPA) 84, ULC 109 � i`.>`[ The method of the FR chemical application is: Serial#: � 8157000C (0001) 111 Ift Description of item certified: CENT TOP 80WX40 2PC SNYDER WW 1[�[i if ! Flame Retardant Process Used Will Not Be Removed By Washing And Is Effective For The Life Of The Fabric lY 1 �'FI NYIIER-Iv1FG�N LAEFE A n , aA%% Name of Applicator of Flame Resistant Finish Signed: �' - � .�`rr�. TENT ARTMENT—ANCHOR INDUSTRIES INC. „o. OD 0D Catifirate of fflaw Reof4tallrp REGISTERED ISSUED BY r Date of Manufacture FABRIC JOHNSON WORLDWIDE ASSOCIATES, INC. NUMBER BINGHAMTON, NEW YORK 13902 February 1996 Manufacturers of the Finest F-140,01 Tent Products Described Herein This is to certify that the products herein have been manufactured from material inherently flame retardant as here after specified by the material supplier. NAME: Atent for Rent CITY Dedham_ STATE MA Certification is hereby made that: The articles described on this certificate have been manufactured with an approved flame retardant chemical in compliance with California State Fire Marshal Code, NFPA-701', Underwriters Laboratory of Canada,and have been tested in accordance with the Federal Test Method Specifications and meet or exceed the Military Flame Specifications of MIL-C-43006G_ Type,color and weight of material: 15ozVinyl Block Out White Description of item certified: Elite 30' Mid for 60' Twin Pole Flame Retardant Process Used Will Not Be Removed By Washing And Is Effective For The Life Of The Fabric Snyder Manufacturing, Inc. Manufacturer of Flame Retardant Vinyl Laminates TENT EaARTMENT,JOHNSON WORLOWIUE ASSOCIATES,INC. �O *Large Scale � a0 09 QD 0 Certificate of iname REGISTERED ISSUED BY r Date of Manufacture FABRIC JOHNSON WORLDWIDE ASSOCIATES, INC. NUMBER BINGHAMTON, NEW YORK 13902 JULY 1998 Manufacturers of the Finest F_140.01 Tent Products Described Herein This Is to certify that the products herein have been manufactured from material inherently flame retardant as here after specified by the material supplier. NAME: TENT FOR RENT CITY _$ �. STATE NfA Certification Is hereby made that: The articles described on this certificate have been manufactured with an approved flame retardant chemical in compliance with California State Fire Marshal Code, NFPA-701", Underwriters Laboratory of Canada, and have been tested in accordance with the Federal Test Method Specifications and meet or exceed the Military Fiame Specifications of MIL-C-43006G. Type,color and weight of material: 160ZVinyl WHITE/BLOCKOUT Description of item certified: 60X60 2PC GENESIS Flame Retardant Process Used Will Not Be Removed By Washing And Is Effective For The Life Of The Fabric Snyder Manufacturing, Inc. Manufacturer of Flame Retardant Vinyl Laminates TeNr EPARTMENT,JOHNSON WORLDWIDE ASSOCIATES,INC. 00 Large Scale Q ao QD OD etrtiffraft of ,hale 3k5t"5tanu REGISTERED ISSUED BY r Date of Manufacture FABRIC JOHNSON WORLDWIDE ASSOCIATES, INC. NUMBER BINGHAMTON, NEW YORK 13902 Manufacturers of the Finest F-140.01 Tent Products Described Herein Feb 1997 This Is to certify that the products herein have been manufactured from material Inherently flame retardant as here after specified by the material supplier. NAME: A Tent Por Rent CITY Dedham STATE MA Certification is hereby made that: The articles described on this certificate have been manufactured with an approved flame retardant chemical in compliance with California State Fire Marshal Code, NFPA-701", Underwriters Laboratory of Canada, and have been tested in accordance with the Federal Test Method Specifications and meet or exceed the Military Flame Specifications of MIL-C-4300$G. Type,color and weight of material:14ozVinyl White Blockout kescrjpVon of item certified: Elite 3 0 1 Mid for 601 Flame Retardant Process Used Will Not Be Removed By Washing And Is Effective For The Life Of The Fabric Snyder Manufacturing, Inc. Manufacturer of Flame Retardant Vinyl Laminates TENT EPARTMENT,JOHNSON WORLDWIDE ASSOCIATES,INC. a� "Large Scale lJ� OD Op Certificate of ,lame Rem"aance REGISTERED ISSUED BY - Date of Manufacture FABRIC JOHNSON WORLDWIDE ASSOCIATES, INC. NUMBER BINGHAMTON, NEW YORK 13902 July 1996 Manufacturers of the Finest F-140.01 Tent Products Described Herein This Is to certify that the products herein have been manufactured from material Inherently flame retardant as here after specified by the material supplier. NAME: Atent_f.9x' Rent.Inc.Dedharn MA CITY STATE Certification Is hereby made that: The articles described on this certificate have been manufactured with an approved flame retardant chemical in compliance with California State Fire Marshal Code, NFPA-701', Underwriters Laboratory of Canada, and have been tested in accordance with the Federal Test Method Specifications and meet or exceed the Military Flame Specifications of MIL-C-43006G. FTm.--a'�Ior and weight of material:17oz Vinyl Blockout White Description of Item certified: Elite 30' Mid for 60' Twin Pole Flame Retardant Process Used Will Not Be Removed By Washing And Is Effective For The Life Of The Fabric Snyder Manufacturing, Inc. Manufacturer of Flame Retardant Vinyl Laminates TENT EPARTMENT,JOHNSON WORLOW10E ASSOCIATES,INC. QO "Large Scale oO QD 4p Certificate of ,Hanle 3k51,24ance REGISTERED ISSUE© BY _ Date of Manufacture FABRIC JOHNSON WORLDWIDE ASSOCIATES, INC. NUMBER BINGHAMTON, NEW YORK 13902 Manufacturers of the Finest Feb 1997 F_140.01 Tent Products Described Herein This is to certify that the products herein have been manufactured from material Inherently flame retardant as here after specified by the material supplier. NAME: A Tent For Rent DedhCEILL MT CITY STATE Certification Is hereby made that: The articles described on this certificate have been manufactured with an approved flame retardant chemical in compliance with California State Fire Marshal Code, NFPA-701", Underwriters Laboratory of Canada, and have been tested in accordance with the Federal Test Method Specifications and meet or exceed the Military Flame Specifications of MIL-C-43006G. Type,color and weight of material:l4oZVinyi White Blockout Description of Item certified: Elite 60x60 2pc Flame Retardant Process Used Will Not Be Removed By dashing And Is Effective For The Life Of The Fabric Snyder Manufacturing, Inc. TENT t:PARTMENT,JOHNSON WORLDWIDE ASSOCIATES,INC. Manufacturer of Flame Retardant Vinyl Laminates QO *Lsrge Scale tl� QD 4D Catt"firate of fflame Rta"'5tance REGISTERED ISSUED BY FABRIC JOHNSON WORLDWIDE ASSOCIATES, INC. Date of Manufacture NUMBER BINGHAMTON, NEW YORK 13902 February 1996 Manufacturers of the Finest F-140.01 rent Products Described Herein This Is to certify that the products herein have been manufactured from material inherently flame retardant as here after specified by the material supplier. NAME: Atent for Rent CITY f dh= _.. . STATE Certification Is hereby made that: The articles described on this certificate have been manufactured with an approved flame retardant chemical in compliance with California State Fire Marshal Code, NFPA-701", Underwriters Laboratory of Canada,and have been tested in accordance with the Federal Test Method Specifications and meet or exceed the Military Flame Specifications of MIL-C-43006G. Type,color and weight of material: 1 5oz Vinyl Block 0111: Whit-,- Description of item certified: Elite 60 x 60 2PC Twin Pole TOP Flame Retardant Process Used Will Not Be Removed By Washing And Is Effective For The Life Of The Fabric Snyder Manufacturing, Inc. Manufacturer of Flame Retardant Vinyl Laminates TENT EPAR'nAENT,JOHNSON WORLDWIDE ASSOCIATES,INC. 'Large Scale Q IMPORTANT DOCUMENT S 5 QII-Ilertffitate of 11amt Re.5t,"Millre s 5 5 ISSUED BY REGISTERED � G Date of Manufacture 5 5 APPLICATION y �iHOR. 5 NUMBER a W �NDusTRIES INC. 3/0 3/9 9 EVANSVILLE INDIANA 47711 Order Number S 5 F121 4 �� 4EY1+AVF MANUFACTURERS OF THE FINISHED 216141 5 TENT PRODUCTS DESCRIBED HEREIN 5 5 This is to certify that the materials described have been flame-retardant treated 5 S (or are inherently noninflammable) and were supplied to: S 5 ATENT FOR RENT 5 125 COMMERCIAL CIRCLE 5 DEDHAM MA 020266806 5 5 5 5 Certification is hereby made that: 5 SThe articles described on this Certificate have been treated with a flame-retardant approved S chemical and that the application of said chemical was done in conformance with California Fire 5 5 Marshal Code, equal to exceeds NFPA 701, CPAI 84, UL.0 109. S 5 The method of the FR chemical application is: S SSerial #: 8023300 (0003) S 5 Description of item certified: 5 5 FI EXP MID 20W X 10 VL W W 5 5 Flame Retardant Process Used Will Not Be Removed BY 5 5 Washing And Is Effective For The Life Of The Fabric 5 5 J'OHN BOYLE & CO Signed: _��R 5 [�5 NT C TENT DEPARTMENT—ANCHOR INDUSTRIES INC. 5 Name of Applicator o Flame Resistant Finish 5 CI C_PC..1�C..IBC..PCPC�[.nCJ�GPCP�C�L�L�CPLPCP�CPG.TCPCPCPG.PC.PI=PC�GIL]�LnC1�CPCPCPCPLPG.I�CPCPG.)CPC.PCPGPI�P!"PC�GIf�C�CPCP�CPCPLI�LPC..CCPC.nCJC.PCPC.nGP�GI�C�£�LI�LI�EPCPC.nLPCPC.�CPCJCJ�LP[.nL)� 0 7irs ISSUED BY a� 4 �O� ��F C Date of 1 ;tom REGISTERED APPLICATION ,s ANCHOR INDUSTRIES INC. t t M t NUMBER EVANSVILLE,INDIANA47711 4/09/96 l Lill-If, y� �rQ`•�9� MANUFACTURERS OF THE FINISHED Order Number LF121.4 F Ezra TENT PRODUCTS DESCRIBED HEREIN 14300 IAIf�' f This is to certify that the materials described have been flame-retardant treated (or are inherently noninflammable) and were supplied to: te,r • A TENT FOR RENT 125 COMMERCIAL CIRCLE ins > DEDHAM MA 02026 it a >. �� Certification is hereby made that: 2u The articles described on this Certificate have been treated with a flame-retardant "_ C approved chemical and that the application of said chemical was done in conformance p ii lair �C with California Fire Marshall Code, equal to or exceeds NFPA 701, CPAI 84, UL.0 109 a 7nt The method of the FR chemical application is: VI-1011 7Jit Serial##: 8115600 _ _ (0002) Description of item certified: A P CPY TOP 20W X 20 VL W W 18� ii y Flame Retardant Process Used Will Not Be Removed By Wlt «I Washing And Is Effective For The Life Of The Fabric ►'IR\ 9ST10 RY LJ��' — . IrJl Name of Applicator of Flame Resistant Finish TENT ARTMENT—ANCHOR INDUSTRIES INC. i�✓ ��.�\�, �A ai W% �i, wd �J..4� 'M� \��\I(\,%ram \�.,. r�\/ram )�.W 1!�I `�M �4`` '.��1 �\�44m1 7Sl '�>r� f4M{��e�I I� i��f'a".dI �J]� Cd.I.:v✓.. �.W..-.....f..-0r+.-!.✓, \.� ���, �dv�J..�s.w�' �.�.'.\✓..:�J-:ma✓ �On.d 1..+. :..J �.J,. ..1.: t. .. - t ASS_ z S PERMIT NO.O. SoS APPLICATION FOR PERMIT TO BUILT *%;:* ****N©RI II a_ 'IMORAMV11 nLtPNt). P -TOT NO_ 2. RF:(:I)IZD()F•()nNF:IiSIIlI` I)r II -I3�)( i s PAG. ZONE: SUR DIV. LOT NO. LOCATION � (�� as PURPOSE OFBUILDING �+ -A/ef ��4. "'l O"EI2'sE 7— / - l Alczze—le � ✓`f NO.OF STORIES t��p� SIZE � OWNER'S ADDRESS IIASFNIENT OR SL.iII � �g ��� � � X ff� CL' 77 ARCIII`I`ECT'SNAME SIZE 0F FLOOR T1I<IIIERS _ ISI' 2ND _ 3RD IIUILDER'SNAAIE G l 'sCi SPAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS C � �F 1Z , DISTANCE FRONT STREET � � � D151ENSIONS OF POSTS c� DISTANCE FRONT LOT LINES-SIDES ,� ' : REAR '`� D FM ENS TONS 0 F G IRD ERS AREA OF LOT /g FRONTAGE � IIEIGUTOF FOUNDATION � THICKNESS IS BUILDING NEW SIZE OF FOOTING x IS BUILDING ADDITION /V 0, MATERIAL OF CHIMNEY -_ _- a IS BUILDING ALTERATION O LS BLIILDING ON SOL11)OR FiLI.EI)LAND ��f WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER � HOARD OF APPEALS ACTION,IF ANY IS BUILDING CONNECTED TO TOWN SEIVER IS BUILDING CONNECTED TO NATURAL GAS LINE e INSTLICTIONS 3. PROPERTY INFORMATION LAND COST f 1..g d 11 EST.BLDG.COST PACE I FILL OUT SECTION'S 1=3 EST.BLDG.COST PER SQ. Vr. EST. RI,D(;.COST PER ROOM EL€CTR1C METERS MUST BE ON OUTSIDE OF BUILDING SEPTIC PERMIT NO. AT'I'AdIED GARAGES NiU:ST CONFORM TO STATE FIRE RF:I.IILATIONS 4. APPROVED BY: g L PLANS +I[IST BE FILED AND APPROVED BY BUILDING INSPECTOR B I I I I.I)INC IN�SPECI'O12 DATE FILED OWNERS TELL SICN,iTIIRE OF.OiVNFR OR AUTHORIZED rif:F:NT � � ` FEE S �f IL1.C.fi PERMIT CRANTEI) Revi."l 515199 ,TINT FORM - U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all-necessary approval/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and or landowner from compliance with any applicable requirements, I E EN a a a a*v a"0 0 a a v a a a a E 0"0 N 0 0*a"a 0 a E E 0 a a a a 0 0 a a 0 0 0 a 0 0 n 0 0 0 E E E 0 0 a a Oil oil a a 10 a a 0 W a APPLICANT / 1)45 L 14 PHONE qke) ­ VOIL�' ASSESSORS MAP NUMBER LOT NUMBER SUBDIVISION /_ --A//`5 1­1,V 6— LOT NUMBER STREET 6DP ­S"r' STREET NUMBER W a a a El E a 0 a a a 0 F F I C 1A�'U"S'E"O"N'L'"Y......*......."........... 0 a 0 E E a BE a a 0 0 0 16H a Big a M N a a 0 9 BE a a 0 a a 0 0 N 0 0 a a 0 a 0 0 E E 0 E 0 N 0 0 ff E 0 E n 0 E M 0 E 0 E a N 0 a a 0 E 0 RECOMMENDAT NS OF TOWN AGENTS 1 0 d 0 a min 0 0 0 0 0 E E g 0 E 0 a a 0 0 N 0 N 0 E 0 0 IN 0 min z 0 M 0 0 0 0 E 0 B @1 0 E a 0 E 0 E E 0 0 E a a a a n E E a a N 0 a N 0 0 0 0 B 0 E N 01 DATE APPROVED CONSERVATION ADMINISTRATOR DATE REJECTED COMMENTS DATE APPROVED TOWN PLANNER DATE REJECTED COMMENTS Iq Ll I DATE APPROVED moi)INSPECTOR-IIEALTII DATE REJECTED DATE APPROVED SEPTIC INSPECTOR-iiE/Auri I DATE REJECTED COMMFNTS PUBLIC WORKS-SEWERI WATER CONNECTIONS DMVEWAY PERMIT DATE APPROVED FIRE DEPARTMENT 7 DATE REJECTED COMMENTS RECEIVED BY BLUDING INSPECTOR DATE 6.40'u 4Gr?a'++1� •••• 1W,t7NAW[•yf S7n`.01G+ICI.l illr l a..r Nl NYId 'fTRfT 1nY Atli Imm 06JI" 1 C I� C Y o r,a fi. n�ons � 0-13 id , ` Jr�otliln qr„u.,h 1 �[13lHlh' wren •moo anon ♦W�\. 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COCKICKEwICK i J�A00c?ATE D S E BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System 00, BUILDING INSPECTOR THIS CERTIFIES THAT?-�.c, 'T }. .o..li-1 .... ..pc?1UAN.... .... c� c�°rr !,..�h?c.... Foundation has permission to erect................. buildings n .......(a. ..... Q ...%T.1267�` ................. Rough to be occupied as.ter 5+.A-,��.... A. .Z.- `tey ... i�t,?t1i Z.....(.?,44o?r..M4.e,1.%ft7).......................... Chimney 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 PERMIT EXPIRES IN 6 MONTH S Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough Service ....................................... ..... BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and, Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. BUILDING RECORD OCCUPANCY �2 FnM€tr _ s oRfEs THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM EATS OFFICES LOT LINES AND EXACT DIMENSIONS OF 13UILDINGS; WITH PORCHES, GA- -�/ / U. RAGES, ETC. SUPERIMPOSED, THIS REPLACES PLOT PLAN. CONSTRUCTION c�'EE HTT�� OL��tt�5 EE #OUNDATION 8 INTERIOR FINISH rJ ,� !r�+�V /D& clVy tE BCK. I PINE R S—TO NE HARDWO —_ — _ � b �LUG.)� �1CT�I�Lj/�/4f gj�12G f7l�lL� '76 i PLASTER .. DRY VlAiL ----� UNFIN. BASEMENT I T��'T/A� L�2NG�E7"F cS�I�s� PL►gN v TK- '� ILL FIN, B'M'T' AREA l n FIN. ATTIC AREA _ I7 U� r e";�/q T FIRE PLACES ' )OM MODERN KITCHEN WALLS I 9 11-43-FLOORS---- --- _- - - - - j \RDS - B 1 r 2 3 G IT�h(C•— / L/7/� �� �DING CONCRETE J�;HfNGLES EARTH SIDING HARD%'.'D S SIDING _ COMI'ICN 1D€NG ASPH.TILE r ON MASONRY ON FRAME N MASONRY ATTIC SIRS, d FLOOR V FRAME I �� j R CINDER BLK. Conti nc�- 0 L7��- ©- 06—i N MASONRY WIRING s'-1`^�C.CJ C'7-(JJ�J�y� ✓GC:.�L� O �GZL�._3 N FRAME _ SUPERIOR 1� POOR _ M �Ir� /C'q-[. SUY'��LE/✓IFNT~JQI�... f'rJ�Q� I It ADEQUATE i NONE ROOF 1 PLUMBING 1� HIP BATH 13 FIX.) /f yp�'�¢jc,S4�c— MANSARD TOILET RM. (2 FIX.)SHED WATER CLOSET SHINGLES LAVATORY I , HINGES KITCHEN SINK L; 7 e- NO PLUMBING _ RAVEL STALL SHOWER OFING ANODERN FIXTURES TILE FLOOR TILE DADO FRAMING I 11 HEATING GIST PIPELESS FURNACE FORCED HOT AIR FURN. sMS. d COLS. STEAM Is. d COLS. HOT W'T'R OR VAPOR 'AFTERS AIR CONDITIONING _ . ._ RADIANT H'T'G UNIT HEATERS NO. OF ROOMS SAL —{ 3,d I NO HEATING i 4 1419 NO. APPLICATION FOR PERMIT TO BUILD .— NORTH ANDOVER, MASS. PAGE `wlAP +40. LOT NO. 2 RECORD OF OWNERSHIP DATE BOONC �PAGE N�I � !OE SUNS DIV. LOT NO, � -� I _OCATIOIrN PURPOSE OF BUILDING g , 7WNER,'S I1AME •" ,/ — NO, OF STORIES SIZE , )WNER'S ADDRESS E"`'�:Ca-G11 1. "�MASEMENT OR SLAB ° ')t C"''�'7 a,•�I`mm . 'RCHITE:CT'S NAME SIZE OF FLOOR TIMBERS 1ST 2ND 3UILDER'S NAME ; SPAN 71'.,STANCE TO NEAREST BUILDING DIMENSIONS OF SILLS 31STANCE FROM STREET POSTS 31STANCE FROM LOT LINES—SIDES REAR G,IRDER'S .. 'IREA OF LOT FRONTAGE, HEIGHT OF FOUNDATION 'THICKNESS �S BUILDING NEW ,r�^g SIZE,OF FOOTING x S BUILDING.. ADDITION ✓`, 1 MATERIAL OF CHIMNEY iS BUILDING ALTERATION. �•1 ,r. Phi, y )1mIti �+m�,'�' ' r IS BUILDING ON SOLID OR FILLED LAND MILL BUILDING CONFORM. TO REQUIREMENTS OF CODE ,�-. .. IS BUILDING CONNECTED TO TOWN WATER - 30ARD OF APPEALS ACTION, 1F ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE NNNSTR4NCTIOtYSq. 3 PROPERTY INFORMATION LAND COST' sEE BOTHSIDES r� EST. BLDG. COST PAGE t. FILL OUT SECTIONS I - S ��, EST. BLDG. COST PER SDI. FT. �L PAGEEST. BLDG. COST PER ROOM 2 FILL.OUT SECTIONS 1 - 12 • SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED SY - ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND/p APPROVED BY BUILDING INSPECTOR ?ATE FILED " III BOARD OF HEALTH. 31GNATURE 'OWNER O UT ORIZED A ENT c3'J3' OWNER T'E.01®LANNINd SO AR,D PERMIT GRANTED CONTR.TEL.it 9e -�t�5'x ARD OF SELECTMEN ISU'I'LMING INSPECTOR, r, M PERINI-RUILDING-CAO-INC May 1, 1998 Robert Nicetta Building Department Town of No. Andover Main St. No, Andover, Ma. Ref.: Lucent Technologies Inc.; Building 70 Second Floor Extension. Bob, Attached is an application for building permit for the above mentioned project including two copies of all plans and specifications. I will have a check next week for,the permit fee. Please review and call if any question come up. Construction is scheduled to start approximately May 11, 19�98. Also,I would like to re-schedule the; lon for,partial occupancyfor the Brickstone project for,,'Mway, 01 will call to confirm. Thanks for your past attention, i hoc. ollclim0. alert. TxscaimeY , t urc.oliFc ro. S La FORA agnc 2 CATUMSS W. 2 it CAL"^ ] 4Tumst M.] 42 aaTM WbC,ncLh= A 99ttm Po.l A7 Fu.T FTe.= 3 &=Tu Fa. S as enL=z aLYC. f Immull V.f is CITILVA FW9. 7 SKELTu 19,7 of FSAFi1■f FALTAQ a GTx mz M.a 17 FIZC.M STATION CATTAWic a9. / ION C.%r =STa.AC'Y • _ _ I° FTi�+st p. 19 41 YASiS STCYR �rr.,;f1f11Tii?I SD YA]TL T1Sa7)OT • � 71 YASTL MICROWAVE TalATIOiT �'•} F.I.toc cxma 72 Ycu.ao.1 Pup so= 20/T, 11IXT FOR 11 T Y•01a,ST,.0 ?° ILvuTAGTuss.c 73 a. 1.YATSY f 'S E S T R A u G E 37 cowussm cas FT°Awu s+ V.M.ONUS STAT:cs / -�' ` Il TIAYT c9.ayatYr[0a Fa rl tY A z �_ ' �i ]S TTCI I algltACY Ls .IrWOM rtA T /(y �� _ _ _ —��•�•�••�`.. -..J`.....`—. r,�/ ' ]f V.7,r.sroa 2: ra WAC11Are[atf we, 37 Q=Ts Tl FACgActX4 fttru"L SIDE &W91U LOT pa rl • � a I \0.\ 51 is���• II7 4 l4tLcc Lp S(1LY R FEET +aa��^^' p o a°oo 19° na Pee � 1Faies��ssax !tr 1 T�..A�r�A� I�1' Play rl}.y 11110 i�L1.1i17i \\ k• \•\\ -•�^'•n ��I�S:I"? ru.rI+u.].1 � I = _ t�__ Mia aiu rwKR v,LLIIY YARKl iYWd� \\ 1�liiplf uaA7K aa.at,uLUAcwu7cm Y + �IWIUWIUEllI01[IfllllluullIllWltllnEll \\ �\\ m I r ^^ \ 7 Nllllllu➢121l1i1111111111i111i�lllCllrl9ilu \\ \so .�� y \\ r 4 II 1nllEfflhz! - 3Jr $ alltruululllllWl111lll4illllflUlUIflI614 \� r T ci, rl � 'n';',I. �f! :� I`= _ \\ F v L"��ni Pf�3-tT { � oae� !errnmmllll �� \\\\\..\ g Tu �"'"L ='➢'.�I71 i E_ t- _ 'o\\�� #+ ¢� _.r� ,�rrnnnllEmmnnmrrrrrr�U�IU pii i _ I a QIlI1II11IlluitutfllfullllElllluu(EUII1Qtl r\' \ \ T L A0.z = t=� �� Et1I➢DUINiullIfllullQfEnlll@QUIQID \'��\ \\�:.•\,;\` Iy ��, �, - �- �_ � �f,\ \�4 Z a\\\ �_: �• ��.,.; \v :;.. ���\ mI IWI4"1[] l�III1IIfID21 �._d L� k \r��. - LOY ` 3aurw �_ vlartoAa a�' vit olea � ATHLETIC � L9T f� for FIELD stow �0 LOT � St-I:. \ rIa•u l s z x wceavrv[ l_ „� } 7UT XuTLIw7, STREET 2 1 PtoY PuW "" ruYr uwr F ror..f1 ATa7 TFCIn10ID MWC-PA1C/ra.TAM p4 :.. Town of OFFICES OF: �'� � 120 Main Street At't'EAt-S NORTH ANDOVER North Andover, BUILDING Massachusetts 0t84S CONSERVATION a84C,u6E{ DtvtSION O HEALTH Pt_ANNIN(i PLANNING & COMMUNITY DEVELOPMENT KAREN H.l', NELSON, DEREC I'Oli In accordance with the provisions of MGL c 40, S 54, a• condition of Building Permit Number _t&L* is that the debris resulting from this work shall be disposed of in a property licensed solid waste disposal facility as defined by h4GL c 111, S 150A_ The debris�will be disposed of in: !�NFU,e /-oqk-, CAI C vl fq :,,r r G O J�/Tf�1 NE ---,5z,g vl C E7 S (Location of Facility) 00;46x C-rE e F/GL ��GOUil�'}� 5jV'Vp j' 6;�C'4dlrl- /w?1.tf&TO/V ! , 00Al'7-19ny7/A4RT&7p �v/LF ' C��7 /F/€bN4Fl�c_ S Si e of Permit Appli t r � / Date NOTE;: Demolition permit from the Town of North Andover must be obtained For this project through the Office of the Building Inspector. NO, a . APPLICATION FOR PERMIT TO BUILD T-- NORTH ANDOVER, MASS. PAGE i MvAP 4,40. o ,q_ LOT NO, L2RECORD OF OWNERSHIP DATE BOOK 'PAGE LONE ` � SUB DIV. LOT NO,LOCATION 1600' Isge�OdtZIE'Ot r% ' f i"€K SE OF RUIL¢71NGOffices & Ea+1F.`C3WNER'S IJAME LUCE313t '1"d' �'LIli0l0ca+�sInc.: ' STORIES SIZE: JWNER'S ADDRESS 1600 Osgood Street BASEMENT OR SLAB 4RCHITE'CT'S NAME Lucent Technologies, Inc. SIZE OF FLOOR TIMBERS 1ST 2ND „3RD UUIL,DER`S NAME Perini Building Co. , Inc. SPAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF SILLS . Renovate Existing® _ _ DISTANCE FROM STREET POSTS DISTANCE FROM LOT LINES-SIDES REAR " GIRDERS AREA OF LOT 168 .IBC FRONTAGE HEIGHT OF FOUNDATION THICKNESS IS BUILDING NEW NO SIZE OF FOOTING X tS BUILDING ADDITION NO.. ..MATERIAL OF CHIMNEY IS BUILDING ALTERATION Yes IS BUILDING ON SOLID OR FILLED LAND Solid "HILL BUILDING CONFORM TO REQUIREMENTS OF CODF6th Edition IS BUILDING.CONNECTED TO TOWN WATER... Yes BOARD OF APPEALS ACTION. IF ANY SS�� IS BUILDING CONNECTED TO TOWN SEWER No IS BUILDING CONNECTED TO NATURAL GAS LINE 'des. INSTRUCTION'S 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST, BLDG. COST 1 r ��r 207 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_ 1.,/'14/98 BOARD OF' HEALTH SIGNATURE.OF OWNER OR AUTHORIZED AGENT FEE 12 728 00 OWNERTft. # 960--2848 PERMIT GRANTED CI� PLANNING BOARD'NTR.TEL.W 960�4018 � . CONTR. UC.H 061432 a Expire 9/"24j 9 BOA 6-BELECTMEN a NUILDING INSPECTOR i I f ! r BUILDING RECORD OCCUPANCY 12 F AM .%AJ O LY IES THIS SECTION MUST SHOW EXACT OIMENSIONSOF LOT AND DISTANCE FROM rnMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES. GA. EN1S RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN, CONSTRUCTION FOUNDATION 0 INTERIOR FINISH All work to be performed in accordance with iE a ? ads Lucent Technologies, Inc. work orders 970962, TE 970765, 971041 (Perini SWA No. 17401 i 1741 1742 ) R STONE HAROV!D AR PLASTER _— _ and drawings listed herein. . _ DRY WALL _ UNFIN. BASEMENT See marked--up drawings attached; Final drawings ILL FIN. B"M'T' AREA .to be issued within 3 weeks (1/30/98) . r/. FIN. ATTIC AREA _ T FIRE P1ACfS ' �OlA MODERN KITCHEN - WALLS I S FLOORS -._- - - - - - - - - -- --- --- - - .RDS B 1 2 3 _ DING CONCRETE �� ;HINGIES fAR1H SIDING HARDV D _ 5 SIDING COMM" ,DING ASPH.TILE _ ON MASONRY H11ON FRAME _ `2 MASONRY ATTIC STRS. S FLOOR FRAME ,R CINDER BLK. N MASONRY WIRING N FRAME _ SUPERIOR I I POOR _ "- ADEQUATE E NONE ROOF 10 PLUMBING HIP BATH 13 FIX.1 = . MANSARD TOILET RM. 12 FIX-1 SHEO WATER CLOSET _ SHrNGIES LAVATORY HINGES KITCHEN SINK NO PLUMBING RAVEL STALL SHOWER _ OFING 11 MODERN FIXTURES _ TILE FLOOR A_ T€LE DADO FRAMINGI 11 HEATING OIST PIPELESS FURNACE FORCED HOT AIR FURN. 1MS, b COLS. STEAM .55. A COLS. _ HOT W'T"R OR VAPOR 'AFTERS _ AIR CONDITIONING RADIANT H'T"G UNIT HEATERS NO. OF ROOMS GAS OIL 2nd _ ELECTRIC 3rd NO HEATING r 1 1 NoRrH own of No. �� e� ROL - m * _ dover, Mass., I-c-n 2u prz�t �09 coca HEWMK. . E BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THATT. W.a44�s. _ ...1'cl2tw't �s.t.<<OWN ...C��?.y. '!►.7e—.�..............1......... ....... Foundation has permission to eaad........A.(,"!o. ............. buildings o ......L .... QrQat�....s'tR " .................... Rough to be occupied as .... OFF1C.e d D CtT1?�,�•cS �} Chimney p .............................. r .....--.----.----------- ....................... 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 PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS `=T:ey ELECTRICAL INSPECTOR 0 ' 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 0 ri[43'Z Street No. Smoke Det. i i OE HOAR OFFICES OF: o p Town of 120 Main Street Al't'EAt-S �.- NORTH ANDOVER North Andover. BUILDING �,'` `,s Massachusetts 01 S�15 C()\SERVA'l'1()N ss+cHueel DIVISION OF HEALTH PLANNING PLANNING & COMMUNITY DEVELOPMENT KAREN H.F. NELSON. €7IRLCI'OR .VeI—XI1' /,�06 65-e e3e�,p s /Vta, 1 A114 if�w 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 facility as defined by MGL c ill, S 150A. Tle debris will be disposed of in: (Location of Facility) T ..T Sid e of Permit Applica D to r NOTE: Demolition permit from the Tmgn of North Andover must be obtained for this project through the Office of the Building inspector. OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL (508) 682-6483 x30 PROJECT NUMBER: PROJECT TITLE: C (DNC JOLZQ,G PROJECT LOCATION: TAG lVez- - ES 1,L16 oo 05 5! O a✓= NAME OF BUILDING: 6- 30-2- NATURE OF PROJECT: (9rF1«5 IN ACCORDANCE WITH SECTION 127.0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, - j tu no Registration No. BEING A REGISTERED PROFESSIONA ENGINEER/ARCHITECT HEREBY CERTIFY THAT I• HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN FLANS, COMPUTATIONS AND SPECIFICA- TIONS CONCERNING: ENTIRE PROJECT CRP ARCHITECTURAL Q STRUCTURAL Q MECHANICAL Q FIRE PROTECTION ELECTRICAL Q OTHER ;(Spec ify)C� FOR THE ABOVE NAMED PROJECT AND THAT, TO THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE'APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES.- AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY.- I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK 1S PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN .SECTION 127.2.2: I. Review of shop drawings, sanQles and other submittals of the contractor as required by the construction contract documents as.submitted for building permit, and approval for conformajr_e to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering prof essional.inspection of critical construcoi 'P't t; requiring controlled materials or construction specified in the accepted engineer; k4g. e qc�� standards listed in Appendix B. PURSUANT TO SECTION 127.2.3, 1 SHALL SUBMIT . WEEKLY , A PROGRESS REPOg TGGETHER WITH PERTINENT COMMENTS TO THE NORTR ANDOVERL BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFAbT,. COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. 4W&I / IGNAT-Ukh SUBSCRIBED AND SWORN TO BEFORE ME THIS d001 DAY OF VahGIG���� NOTARY PUBLIC MY COMMISSION EXPIRES ME 1:OTItmTs3Ton Expires April 16,2004, of NonrH1 - OFFt('.ES OF: a Town of 120 �;Ustreet APPE��1_S : . NORTH ANDOVER North WILDING ;.'� :,' �^;a Massachusetts 01845 CONSERVATION $°"cNU6�' DIVISION OF HEALTH PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON, DIREC;"I-OR In accordance with the provisions of MGL c 40, S 54, a condition of Building Permit Number 0 2 is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by NiGL c 111, S 1S0A" The debris will be disposed of in: hC6 F`2i4�- �� 12,�Q,v-7-4 1,( AZ (Location of Facility) 5' a �eof Permit Appli nt Date NOTE: Demolition permit from the Town of North Andover must, be obtained for this project through the Office of the Building Inspector. jjll L Req #: PR9711120029 FACILITY REQUISITION 12/22/97 - 09:12 Report. PRO02 ====-- _ -­==== Page: 1 ar�C' FEJR #: 970962 Const Org: JC-027-7.3.0,a MACCS Charge If: W970962000 Change it: 0 Req Status: CONSTRUCTN Req Type: PLANT-REQ Wanted: Title: Install New Control Center #26 Entered By: DELONG, BEVERLY - JCO272410 - x 4974 - pg None Date: 11/12/97 Requester: MAGUIRE, ROBERT - JCO272400 - x 2762 - pg None Auth: JCO272400 Engineer: MAGUIRE, ROBERT - JCO272400 - x 2762 - pg None Chgd: JCO272400 Proj Code: MISC Bldg/Flr: 30 /02 Column: Est. Cost $1 131_1,81.00 Room: -------------------------------------------------------------------------------- DRAWING DTUMBERS SHEET NUMBER(S) COMMENT 195 - 47165 1 sheet STRUCTURAL STEEL-ROOF PLAN 1.95 47169 1 sheet STzRUCTUT=.'L STEEL-DOTTOM CIHORD FRAMING 195 - 47175 1 sheet STRUCTURAL STEEL-ROOF TRUSS DETAILS FPV - 106150 34 FPV - 106258 4 FPV - 106259 4 FPV -- 106265 4 FPV - 106768 2 ROOF EXHAUST LOCATIONS FPV - 109077 1 SK - 704-7432 sheets 1 thru 3 ROOF TRUSS REINFORCEMENT AND NEW PLATFOR ---------------------------------------------------------------------------------- ASSOCIATED ORDERS TYPE SIPATUS DATE COMMENT 14VE3896WANING EPPS--PO Switchboard A/Waning MVE38964253 EPPS-PO OPEN empire sheetmetal per. sk704-7 ------------------------------------------------------------------- JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET # ------------------------- --------- --------------------- ---------- -------- -------------------------------------------------------------------------------- T# MT9 PF EL CP SM PT WL LS TE TOT LABOR $ IfATER $ ACCOUNT -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----- -------- -------- -------- 01 616 616 28952 29025 50110312 02 45 85 130 6110 200 50110312 03 440 40 160 640 30080 22000 50110312 04 160 2 162 7614 200 50110312 485 160 616 0 85 42 160 0 0 1548 72756 51425 ----------- --- --------------------------------------------------------- Approved:v/� Approved: ��,, 7 LAVACHE, PETER C En in Bring Environmental Date: / / 5B Date: / G/ Req #: PR971112O029 FACILITY REQUISITION 12/22/97 - 09 :12 Report: PR002 --rT==Mw=====______= Page: 2 -------------------------------------------------------------------------------- Task V 01 Requester: MAGUIRE, ROBERT -- J'CO272400 - x 2762 - pg None --------------------------......__----------------------------------------_-------- Work: ELECTRICAL Provide materials and labor necessary to install a new "Control Center #26Y" located Bldg. 30--2 Col. U/07 as shown on drawing FPV-109077 and listed as follows: 1. Install new Siemens type "SB3" 1600A. switchboard purchased by analysis consisting of 1600A. main section and a 1600A. distribution section. Install on new platform located at column U/7 as shown on drawing FPV-109077 . 2 . Install FAC tag "FAC-ELGSPP-1104" per Work Service Procedure #13 Issue #6 . 3 . Install new nameplate on existing Load Center circuit breaker Cubical 13B saying "Feeds CC-26Y Located 30-2 Col. U7" . 4. Replace existing pull box -located 30-2 Col. W/5 with new 36" x 36" x 10" pull box. 5. Provide and install (4) ,4"C - 4,#50OKcmil.&4/OGND. from new pull box, described in item #4 above, to new switchboard described in item #1 above as shown on drawing FPV-106258. 6. Provide and install 41C. 4,#5OOKcmil.&4/OGND. from new switchboard desc.r.ibea in item 01 above to existing panelboard W E& located approximately 21S x 71W of column Y/3. 7. Disconnect and remove existing 4O0A, feeder back to platform at column X/11. Note: 1. For questions on the electrical portion of this FEJR contact Bob Maguire X2762. 2. Provide updated As-Build drawings per FSV-140. Doing Org: J'CO272300 Task Hours: 616.00 Account: 50110312 f Req It: PR9711120029 FACILITY REQUISITION 12/22/97 - 09 :12 Report: PRO02 _________ __ ______ Page: 3 -------------------------------------------------------------------------------- Task #: 02 Requester: MADDEN, GREGORY -- JCO272400 - x 5242 - pg None -------------------------------------------------------------------------------- Work: MECHANICAL CAUTION: This equipment contains non toxic exhaust, Before dismantling of this system contact Rich Grillo, X4472 to discuss the proper precautions to be taken and the proper dress requirements. Before disposing of any materials contact Burrell Lowery, X3222 to inspect and determine if this material will be disposed of in a normal manner or if a special waste container will be required. 1) Locate exhaust ductwork (Exh. Sys. no. 110) 1'-3"N and 2'-9"W of column U-7 (30--2) . 2) Remove and junk exhaust ductwork from fire damper through roof. 3) Blank off fire damper above second floor and label per FSV-250-E sht. 5. 4) Locate exhaust fan (mach. no. 640019--53) on roof 8'--0"W of column U-6 (see FSV-106768 sht. 2) . 5) Remove the electrical service per electrical write-up prior to removing the fan housing and fan platform. 6) Remove and junk exhaust fan per surplus ticket no. 35649 and it's related platform and grating. 7) Fill in the stanchion pitch pockets with asphalt to the top of the studs. 8) Using the label maker, create a 2" label` "110" and place on a clean 2 1/2"x 3—piece of galvanized sheet metal. Rough up with Scotch Brite pads, the other side of the sheet metal as well as the area on the top of the cap in which it will be placed. Cement the label to the cap with high temp silicon adhesive. 9) Stamp "110" on the side of the cap and cap exhaust sleeve. 10) Band the cap with a worm gear clamp so it cannot blow off. Doing Org: JCO272300 Task Hours: 130.00 Account: 50110312 Req #: PR9711120029 FACILITY REQUISITION 12/22/97 - 09:12 Report: PR002 = =w=---=______= Page: 4 -------------------------------------------------------------------------------- Task #k : 03 Requester: BUTTON, CLAYTON - JCO272300 - x 3942 - pg None -------------------------. ----_---_---------------------------------------------- Work: MECHANICAL-ELECTRICAL PLATFORM INSTALLATION This work consists of installing a new 19'-0 by 23-0 platform,as shown on SK 704-7432. Steel erection drawings will be furnished with the new steel. The building roof trusses shall be reinforced (as shown on SK 704-7432 and the steel erection drawings) ,prior to installing the new platform steel. Platform grating shall be field welded to the platform steel (except at the removable opening) . Grating cover plate shall be welded to the grating. After installation,paint steel to match existing area colors. .New rail, ladder,and ladder door shall be painted safety yellow. Field welding shall be in accordance with the latest "STRUCTURAL WELDING CODE,AWS D1.1" of the AMERICAN WELDING SOCIETY (AWS) . Welders shall be qualified in conformance with the requirements of AWS D1.1. Doing Org: JCO272300 Task Hours: 640.00 Account: 50110312 Req V PR9711120029 FACILITY REQUISITION 12/22/97 -- 09:12 Report: PRO02 -------------------= Page: 5 -------------------------------------------------------------------------------- Task A 04 Requester: BROBST, ROBERT - JCO2EO600 - x 2566 -- pg 0678 --------------------------------------_-------------------------------------------- Work: FIRE PROTECTION 1) Before beginning work, verify and identify all existing sprinkler pipe sizes, locations, sprinkler heads, and conditions and difficulties that will affect work in the design area. 2) Refer to Handbook 328 Section B and Drawing FPV-106150 Sheet 34 Issue Number 16 for required sprinkler head adjustments and additions. 3) Paint all new sprinkler piping so that the color matches the existing sprinkler piping color. 4) Locate 3 1/2" sprinkler branch piping located to the crest of column line 7. Connect to this 3 1/2" sprinkler pipe with a new 1 1/2" sprinkler line. 5) Run this 1 1/2" sprinkler piping down along column line 7-T1, offsetting as necessary, to the underside of the New Electrical Control Center. This 1 1/2" line is then to be run East along the T1 column to the center of the platform (see drawing listed in 2 of this section for required piping and sprinkler head locations) 6) This renovation includes the addition of 4 new sprinkler heads. The location of these heads is as follows: Head 1 - 5 feet south, 6 feet east of 6-7 Head 2 - 5 feet south, 18 feet east of U-7 Head 3 15 feet south, 6 feet east of U--7 Head 4 - 15 feet south, 18 feet east of U-7 Doing Org: JCO272300 Task Hours: 162.00 Account; 50110312 Lucent Technologies Bell Labs innovations C.L1 4 L P-I� L C-LLLL4-4 kL -n Aj -D/Z rL- c, A T) 9-e-Q-,r- 9y-- 1-757 p A4 7777,,,. ---- i LGGSS�RADG 2 �/ ylu.t _S 1 a -`f7 .n FDYL SEA tiSL-GT, b� a rn -da j �. .;a c b 3Q P--7-9 7 54 sr v vt ve of q�p � �x D O 0 / in O N 4!G 19'� 4 0 4•'0 3'G R�!fGtt�C Ex 51" �a7l�ry C<:r �� �?v2 tvlw 57Z� Cte iz4wc6 ti PI-A,—,(NCW w q rkE o - -- Agf U� A4-W01 S8x18 ¢ r " W �k 744- 7¢32 � «�, 4�����} 2 JT 50 SHEETS l 2_�-42 100 SHEETS 22-144 200 SHEETS Ow z- ! (sir Gs S7' `% f �y✓G�'�S ���� '2— f4"c� 2°ti5 Byz4-��a� - r zo 7-1Zu55 _-------- 8 GN,r - ( ZEQrp � �1 4ojc,E S•Ti{f,jz-rz_ �'DE'TA I LS FF-fZ E"fcrLt:-� ,cos 3oZi-R7 UrJLF-55 kfA} (No (ZtMoVfFlr fZgt>_. 56-c-1. 2e�Zjn) f Sr POv3 zs'-oy 1L 5T 5 uF/D -r o 2 �)d E a 7e- us-s G� 8 -o 40--o �axr57, T-- 7-ievs5ES 2L1ri��d2GIrV4 ETA IL�j DETA ,L -1 7 � _Ajr- Reg # : PR9708210016 FACILITY REQUISITION 01/06/98 - 14:32 Report: PRO02 -M__________________ Page: 1 FEJR if : 970765 Const Org: CONTRACTR MACCS Charge #: W970765000 Change # : 0 Reg Status: CONSTRUCTN Reg Type: PLANT-REQ Wanted: Title: relocate brickstone personnel Entered By: DELONG, BEVERLY - JCO272410 - x 4974 - pg None Date: 08/21/97 Requester: CONDON, WILLIAM - JCO272400 - x 2864 pg None Auth; JCO2EOIOO Engineer: CONDON, WILLIAM -- JCO272400 - x 2864 - pg None Chgd: JCO2EO100 Proj Code: MISC Bldg/Plr: 30 /02 Column. Est. Cost $: 1, 8_9-5540.00 qo Room: -------------------------------------------------------------------------------- DRAWING NUMBERS SHEET NUMBER(S) COMMENT ---------------- ---------------------- -------------------------------------_----- FPV - 105466 FPV - 106226 2 FPV - 106263 1,2,3,4, 5,6,9, 10, 11 AND 4A FPV - 106264 1, 4,5, 6,9, 10, 11, 4A FPV -- 108916 1 30-2 HVAC DWG. FOR NE QUAD. FPV - 109066 1 FSV - 120 SK - 704 7426 4/ SINK SK - 704-7427 ✓ COUNTER SK - 704-7428 WINDOW & WALL DETAIL ----------------------------------------------------------._..--------------------- ASSOCIATED ORDERS TYPE STATUS DATE COMMENT 19795 FD-REQ OPEN 11/06/97 14VE670XXXX EPPS-PO furniture MVE67OXXXX Y EPPS-PO rf shield room MVEXXXY EPPS-PO acoustical panels MVE38963927 EPPS-PO T.V.S.S. /Waning MVE38963923 EPPS-PO Panels A-M/Waning 14VE6704493 EPPS-PO Air distr. and controls 14VE6704492 EPPS-PO Security System, closed area 14VE38963913 EPPS-PO 300 KVA Harmonic Transformer/W MVE38963461-0065 EPPS-PO OPEN 11/07/97 7-Assorted S1 Panels/Waning MVE38963461--0063 EPPS-PO OPEN 11/07/97 Breakers for SB2 Panel/Waning MVE38963461-0064 EPPS-PO OPEN 11/07/97 5-F38H Flush Trims for Shunt T -------------------------------------------------------------------------------- JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET # ------------------------ --------- ---------------------- ----------- --------- -------------------------------------------------------------------------------- T# MW PF EL CP SM PT WL LS TE TOT LABOR $ riATER $ ACCOUNT ---- ---- ---- ---- ---- ---- ---- ---- ---- ----- -------- -------- -_--..__- 01 48 800 848 39856 70000 50110312 02 40 40 1880 100 0 50110312 03 200 200 �9400 500 0110312 _.PhG c&-�Sccy1L Req # : PR9708210016 FACILITY REQUISITION 01/06/98 - 14 :32 Report: PRO02 __________ _________ Page; 2 04 1355 1355 63685 40000 50110312 05 4908 240 590 1380 400 8 _ 7526 353722 332400 50110312 06 2500 500 -17500 _Q(k0_50110312 07 3000 3000 143.000 95000 50110312 08 1300 1300 61100 79000 50110312 '09D 500 160 500 200 40 140 8 1548 C756 7500.0 50110312 /070�L;G� 10 300 300 14100 51 00 50110312 11 0 0 0 50110312 12 160 160 7520 22000 50110312 13 16 16 32 1504 6600 50110312 14 120 120 5640 6000 50110312 - ---- 5408 908 6331 606 2380 440 140 16 2700 18929 889663 818000 Approved / a Approved: LAVACHE, PETER C. Engineering Environmental Date.- G / Date: Req Ik: PR9708210016 FACILITY REQUISITION 01/06/98 -- 07:34 Report: PR002 =---------------- -= Page: 3 -------------------------------------------------------------------------------- Task #: 01 Requester: HURLEY, PATRICK - JCO272400 - x 3958 - pg None -------------------------------------------------------------------------------- Work: HVAC SHEETMETAL INSTALLATION HVAC SHEETMETAL INSTALLATION 1. For HVAC ductwork layout, see dwg. FPV--108916, Iss.2. 2. Fabricate and/or install all ductwork, including elbows, transition pieces, access panels, splitter dampers, volume dampers, Thermafusers (diffusers) , return grilles, and Pressure-Independence Modules (PIM's) as shown on HVAC dwg. (FPV-108916, Iss.2) . 3. For the installation of Thermafusers, use a bell-mouth fitting and a volume damper at every take--off from the branch ducts. Use hard--duct wherever possible to connect to the Thermafuser neck. 4. For the installation of the PIM's, install in duct where shown on HVAC dwg. and install static pressure probe (included with PIM) down-stream in duct as shown. Connect static pressure probe to PIM with 1/4" pneamatic tubing. (To keep tubing out of the way, run along side and clamp to ductwork. ) 5 . Re-locate two (2) existing static pressure sensors (VFD control) to new locations shown on HVAC dwg. x. If there are any questions on the HVAC layout or installation, call Pat Hurley at X3958. _ Doing Org: JCO272300 Task Hours: 848.00 Account: 50110312 ----_...----------------------------------------------.._--_-_-__-------------_-----_ Task #: 02 Requester: HURLEY, PATRICK - JCO272400 - x 3958 - pg None ---------------------------------------------------------------------------------- Work: HVAC ELECTRICAL c0/,lreo`5 HVAC ELECTRICAL 1. Install six (6) new temperature sensors in locations shown on HVAC dwg. (FPV-108916, Iss.2) . 2. Run temperature sensors to re-located direct digital control field panel (DDCFP) . 3. Run two (2) re-located static pressure sensors back to DDCFP. Doing Org: JCO272300 Task Hours: 40.00 Account: 50110312 Req It: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PRO02 Page: 4 Task #: 03 Requester: WONG, KEVIN - JCO272400 - x 5881 - pg None -------------------------------------------------------------------------------- Work: FDREQ# 19795 TELE/DATA REMOVAL Fejr# 970765 Brookstone Tele/Data Removal 1. See drawings FPV--106263 and FPV-106264 sheets 6 for locations and FDreq 19795 for data description. 2. Remove all communications cable from n-1 and n-5 to 20'N of u-1 and u-5. Doing Org: JCO272300 Task Hours: 200.00 Account: 50110312 -------------------------------------------------------------------------------- Task it: 04 Requester: WONG, KEVIN - JCO272400 - x 5881 - pg None ----------------------------------------------------------------------------_------- Work: ELECTRICAL / DATA Fejr # 970765 Brookstone Electrical / Data 1. See drawings FPV-106263 and FPV-106264 sheets 6 for locations. 2. Remove cable tray from column to , 3. Install 12"AT&T from column to above the ceiling per FSV-152. Note: Install plastic bottoms, saddles and horns. 4. Coordinate additional data requirements with Rick Barrett ext. 5759 and 14ike Quinn ext. 5107. 5. Provide as built drawings with electrical package. As builts must be forwarded to electrical inspector for final inspection and approval. 6. If you have any questions contact Kevin Wong at ext. 5107 . Doing Org: JCO272300 Task Hours: 1355.00 Account: 50110312 --------------------------------------------------------------- ---------------- Task #: 05 Requester: CONDON, WILLIAM - JCO272400 - x 2864 - pg None ----------..---------------------..__-__..__----_-_____-------_-------_--------------- Work: MECHANICAL 1. Repair any broken or replace any missing floor tiles within the area bounded by columns N to V between columns 1 to 5 (30-2) to ensure the floor is level, clean and acceptable for installing new carpet squares. Replace linoleum type flooring in areas to be tiled and not carpeted. Req it . PR9708210016 FACILITY REQUISITION 01/06/98 - 07 :34 Report: PRO02 _____________ Page: 5 See item no. 20 for description of areas to be carpeted. 2. Fabricate and install sheetrock walls constructed with steel studding covered with 1/21' sheetrock on each side, seams and screw holes shall be taped and covered with joint compound. All walls shall be filled with 3" thick fiberglass insulation for sound attenuation. Wall arrangements shall be in accordance with the layout shown on FPV--106263, sh.1 & FPV-106264, sh.1. Walls will be floor to ceiling height (10'-8") , except for the walls which make up the hardware lab, software lab and terminal room, located between columns Q to S and 2 & 3 (30-2) , which shall be floor to roof for security reasons. All walls shall be braced above the ceiling to the building structure by extending the vertical wall studs above the ceiling and located approximately every 15 feet, or as required to maintain stability especially at doors. 3. Where possible Re-use existing doors and frames from demolition of this area for the offices and labs and provide and install new doors and frames to complete the project. All doors shall be 3'X 7' with viewing panel, butts, best locks (less cores) , kick-plates and door closers. The door to electrical room near column S-4 (30-2) which shall be 3'-6" wide, also the doors associated with the secured hardware, software, terminal labs shall not have viewing panels and will have special locks and entry system ,F/ which is explained under a separate task in this work order, contact Don � Ficken, x3473 for details. Obtain door for electrical room, located 5'S & 81E of 0-4 (30-2) from storage room 21-1c10 (21--1) . Doors in main r aisle leading into the secured area from the south shall be double doors, with panic bars on each side, card access system and possibly co-ordinators and inactive leaf w/ electric strike. Contact Don Ficken, 3473 for questions or details. A summary of type and quantity of locks required for the area are as follows : Four (4) right handed simplex unican model no. LR1022B26D-41 � Seven (7) left handed simplex unican model no. LL1022B26D-41 One (1) double sided model no. EE1021/EE1021 26D-41 Forty one (41) best locks (less cores) model no. 93K7AB14CS3626 Four (4) electric card access best model no. 93K7D14CS3626 One (1) electric card access best model no. 93K7N14CS3626 4. Paint all walls and doors within the area of work, xxxxx. 5. Provide and install light gray vinyl base coving on both sides of all D walls. 6. Remove all existing windows on the east wall along column line 1 between column lines N to V (between the second and thirst breezgway ) and prepare frames for new windows. �c .�. 7 . Provide and install new double pane glass windows in place of existing, / removed per item above. Fabricate and install sheetrock wall sections below and above the new windows with insulation installed for thermal protection and provide and install oak sill at base of windows, per 6u" 'J sketch no. SK-704-7428. Encase columns along the windows in sheetrock, 1 ` and paint. lee Req #,: PR9708210016 FACILITY REQUISITION O1/06/98 - 07 :34 Report: PRO02 __ ______________ Page: 6 �. B. Provide and install a new hung ceiling constructed of 2'x 4' tiles with o tees, and mains for the area bounded by columns N to V between columns 1 to 5 (30-2) , as shown on FPV-106263, sh.10 & FPV-106264,sh.10 , Ceiling height shall be 10'-8" above floor except for ceiling in RF shielded room (•��,��dl at Q-5 (30-2) , which shall be set to the same height as roof of room �# (10'-2 3/8" above floor level) 9 . Fabricate and install 3/4" CA piping to the band saw and sanding station located 7'S & 101E of Q-5 (30-2) . Terminate pipe 31 above floor with a filter, regulator and lubricator and 8' coiled flex hose with air gun �( attached per FSV-309,shl. Provide support bracket on wall for airgun. t All piping shall be in compliance with FSV-300,304, 313,314 & 315 and as shown on FPV--106263, sh.2 . All piping shall be painted. Regulator shall be set at 30 psi max. 10. Fabricate and install 3/4" CA piping drop to all bench positions, shown on FPV-106263 & 106264, sh.2. Install piping along and between the benches with a filter,regulator, lubricator set in main line and install branch tees at each bench position. Pipe from each tee to front of bench and install 4' lengths of coiled flex hose with air gun at outlet in O accordance with FSV-309, sh.l. All piping shall be in compliance with J FSV-300,304,313, 314 & 315. All piping shall be painted. Regulators shall be set at 30 psi max. 11. Fabricate and install a smoke hood as detailed on FPV-106263,sh.3A to be mounted on bench top at workbench located 5'S & 3'E of Q-4 (30-2) , as shown on FPV-106263,sh.1. 12 . Fabricate and install exhaust duct from above mentioned smoke hood up through roof, as shown on FPV-106263, sh.3 . Also fabricate and install 03 exhaust duct from two solder positions located 51N, 13'N & 6'W of R--4 (30--2) to main ductwork, from smoke hop d as sho-an on FPV-106263,sh.3 Ductwork shall be fabricated and installed in accordance with FSV-250E. Metal ducts shall be painted. 13 . Provide and install four (4) 2" dia. flexible hoses at the ends of each exhaust drop to capture solder smoke at bench level, as shown on FPV-106263, sh.3 & 3A. Note: flex hose shall be rigid enough to hold its position where ever it is placed. If flex hoses are metal, paint a light beige color. 14. Provide and install velocity and I.D, tags for the smoke hood per FSV-250E and attach to hood, push button station and disconnect switch. 15. Fabricate and install a new fan platform for exhaust system no. 8, as shown on FPV-105466 and in accordance with FSV-250E. 16 . Relocate the existing buffalo forge fan for exhaust system no. 389 from its existing position on the roof as shown on FPV--106768, sh.2 to the new location for exhaust sys. no.8, as shown on FPV-105466. 17 . Provide and install a new 4.25" dia. dodge or equal dual duty taper--lock two (2) grove motor sheave for "B" belts and bushing for 7/8" dia, bore on existing relocated fan. Also provide and install two new "B" belts for 23 .125 center to center shaft dimension. Req # : PR9708210016 FACILITY REQUISITION 01/06/98 - 07:37<, — p�✓ Report: PRO02 =---_---_=====MUMUUU Page: 7 ! n 18. Remove existing exhaust system no. 389 duct and fan platform. heave platform roof supports in tact, but coat pitch pockets if they appear to have cracks. �AI1' 19 . Remove all roof mounted fans and platforms and ductwork from all existing exhausts in the area bounded by columns N to V between columns 1 to 5 (30-2) . Leave fan platform supports in tack, but coat pitch pockets as required. Remove ductwork from roof penetrations back to its origin and cap the roof sleeves. 20. Provide and install ESD MOONDANCE rug tiles and the to carpet transition �Y pieces from P. F. Boshar floorcovering sales & service, in the following areas: t Q,,66 all aisles all offices storage and library/storage areas conference rooms, including future conference room government security room terminal room cad room photocopier area Everything else will be tiled and coated with statwax to make it esd protected. p 21. Relocate existing desks, returns, benches, files, etc. from brickstone square complex to the new area. Contact Paul Engley (978)691--3062 for coordination of what furniture will be re-used and where it will go. Furniture which will not be re-used shall be placed in temporary furniture aruz: on 1I ZG. " fi" K-25 (30-2) . NOTE . so.�te equ_pment to be ro:'Located is cla.ssififsd and will have to be moved under supervision and placed in transporting truck, doors sealed and escorted to merrimack valley plant and unloaded under supervision. 22 . An existing RF shield room will be dismantled and re--assembled under purchase order MVE670xxxx with Ray Proof Co. (978) 388-1963 attn: Norman llic'ne. C'.00rtf,ina::lo i':is.l be requlrc-d to avoid UlSrUptinu, each Other. 23 . Paint all electrical conduit. �ol, �� 24. Uncrate assemble and install new furniture purchased on MVE670xxxx "in the south end (non-secured area) of the office complex, shown on FPV-106263, sh.1 . 25. Fabricate and install a sink vanity 30" square and 30"H with two doors in front, per SK-704-7426 in the physical design lab located 6'S & 71W of Q-4 (30-2) . Construct from 3/4" fireproof plywood and cover with beige colored formica. 26. Provide and install two (2) stainless steel sinks approximately 24" X 24" complete with faucet sets and drain screens one for the above mentioned vanity and the other for the counter piece mentioned later in this work task. f Req It : PR9708210016 FACILITY( REQUISITION 01/06/98 - 07 :34 Report: PRO02 Page: B 27. Fabricate and install 1/2" CW, 1/2" HW, 1 1/2"DN with trap & 1 1/2" V for sink, mentioned above, as shown on FPV--106263, sh.2 and in accordance with FSV-300,304, 313,314 & 315. Paint piping. 28. Provide and install an emergency eye wash station with anti-slip floor, warning tape and smock locker all per FSV-316 in physical design lab located 6'S & 4'W of Q-4 (30-2) . For continuation of mechanical write-up see task no. 11. Doing Org: JCO272300 Task Hours: 7526.00 Account: 50110312 Task 4: 06 Requester: WONG, KEVIN - JCO272400 - x 5881 - pg None ----------------------------------------------__-_--_------------------------------- Work: FDREQ TELE / DATA INSTALL COMMUCATIONS CABLE Doing Org: JCO272300 Task Hours: 2500.00 Account: 50110312 -------------------------------------------------------------------------------- Task #k: 07 Requester: SANDOE, PAUL - JCO272400 - x 3389 - pg None --------------------------------------------------------------------------•--------- Work: ELECTRICAL - GENERAL Reference Drawings: FPV-106263 sheets 4, 4A, 6 FPV-106264 sheets 4, 4A, 6 FPV-109066 sheet 1 The majority of the following equipment has been pre-analysed and purchased; contact Glenn Waning at X5874 for information regarding what has been pre-purchased. Provide additional materials which has not been pre-purchased for a complete installation. 1. Install 800A feeder from 800A circuit breaker in Control Center 26 on new platform to panel D2S4A in electric room. Electric room is located 12, north of column S4, building 30-2 . See Platform task work included in this FEJR. Refer to drawing FPV 109066, sheet 1, for feeder information. 2. Install panelboards L2S4 and P2S4A in electric room as shown on plan. Install respective feeders from panel D2S4A to panels L2S4 and V2S4A as shown. 3. Install one 300KVA transformer (480v primary - 208/120v secondary) in electric room as shown. Door dimensions and transformer dimensions are very close. Coordinate installation of transformer with wall and door construction. Install panel D2S4B as shown. Install primary and secondary feeders between panel D2S4A, transformer and D2S4B as shown. 4. Install one transient voltage suppression device (TVSS) adjacent to panel D2S4B. Provide wiring as shown between TVSS and panel, connecting directly to bus of panel. Keep distance between TVSS and panel to a minimum. Only bond Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 07 :34 Report: PRO02 ____________________ Page: 9 equipment ground bus in panel to ground terminal inside TVSS. Neutral, equipment ground and isolated ground must only be bonded together at secondary side of transformer so as not to void warranty of TVSS. 5. Install the following panels with their respective feeder from panel D2S4B as shown: P2S4, P2S4B, P2S4C, P2R3A, P2R3B, P2Q4, P2S2, P2R4, P2V4, P2U4, P204A, Panels shall be configured as shown on sheets 4A. 6. Install shunt trip push buttons and wiring as shown to main circuit breaker in each of the following panels: P2S4, P2U4, P2V4, P2R4, P2Q4, P2S2, P2R3A, P2R3B 7. Install appropriate FAC tag to each of the above panels and to 300KVA transformer. See sheet 4A for panel information and FAC tag. 8 . Disconnect electrical power to existing buffalo forge fan for exhaust system #k389. Relocate existing motor starter and push button stations to new locations. Starter shall be located in new electric room north of column S-4, 30-2. Provide new motor starter if existing starter is not functional. Provide wiring from panel P2S4A via motor starter and pushbuttons up to new position of exhaust fan (system ##8) . 9. Install power as shown to PIM units (6 total) which are being installed under HVAC portion of this FEJR. 10. Install 4" x 4" wireway above ceiling along main corridors of area as shown on plan. Wireway shall have hinged cover. Provide conduits as shown from wireway to respective panel. (Panel P2S4C for north end, panel P204A for south end. ) 11. Install wiremold as shown on plan around perimeters of offices and conference room in north end of area, mounted 36" AFF unless noted otherwise. Install outlets in wiremold as shown. Install branch circuit wiring from Panel P2S4C via wireway to wiremold in offices, routing concealed above ceiling and within walls wherever possible. 12 . Install outlets in copier area in wiremold (mounted 12" AFF) and connect to Panel P2S4C as indicated. Xerox outlet shall be NEMA 5-30R; reconfigure existing cord and cap arrangement on existing Xerox machine to NEMA 5-30P. 13. In offices in south end of area, install outlets recessed flush in wall as shown on plan, Provide flush-mounted junction box with flexible connection to electrified furniture in each office as shown. Coordinate exact location for connection to furniture prior to roughing. Install branch circuit wiring from Panel P204A via wireway to outlets in offices, routing concealed above ceiling and within walls wherever possible. 14. Install general purpose outlets along corridors with branch circuiting via wireway as shown. 15. Install wiremold and outlets in all Labs as shown, including branch 1 Req It: PR9708210016 FACILITY REQUISITION O1/06/98 -- 07 :34 Report: PR002 =------------------= Page: 10 circuit wiring. In Physical Design Lab, install wiremold and outlets as above, noting special outlets required for Oven and Drill Press. 16. Install two telepoles with outlets as shown in Network Lab, with branch circuit wiring to panel P2U4. 17 . Assist in relocation and reconnection of Tempest shielded test chamber; existing Tempest 60A, 240/120V, 1 phase, panelboard shall be reconnected via new 60A--2P circuit breaker in panel P2S4B and new 60A-2P disconnect switch. Provide FAC tag on disconnect switch as per factory standards. Reconnect existing devices and equipment within 'Tempest shielded test chamber to existing 60A panelboard. 18. Install 120v, 20A circuit to Security Panel (see Don Ficken for panel) in Software Lab. 19 . Install one floor poke--thru device approximately 16' north and 14' east of column P2, 30--2. Device shall be Walker RC2001--I-20A and shall be connected to panel indicated on plan. 20. Install duplex outlets in Multi-purpose room, with branch circuit wiring as shown. 21. Install wiring to Motorized projection screen and switch in conference room located 10, north of column P-3, 30-2. 22 . Provide and install ESD as per building standards to ESD rug tiles within area of work. FIRE ALARM! WORK: Prior to working on Fire Alarm System, contact building Security before disabling devices to inform them which circuits and devices will be affected. 23 . Disconnect and remove existing fire alarm devices within area of work that are not form a part of final fire alarm layout. Refer to sheers 6 for final device layout. Wiring shall not be spliced or wired via junction boxes; remove existing wiring back to last device on circuit. 24. Provide and install new fire alarm devices as shown on sheet 61s. Relocate existing end-of-line resistor and horn on circuit 9 presently located at column Q5, 30-2 to new location on same wall 20, south. Provide wiring for circuit 9 between all other fire alarm devices in area as shown on plan to existing cable tray at column V3, 30-2. Relocate end-of-line resistor at device in main corridor near column V2, 30-2 to new fire alarm device in Tempest Lab near column T5, 30-2. Provide new wiring for fire alarm devices on circuit 12 as shown on plan, connecting back to existing device in main corridor at column V3, 30-2 . 25. Update Fire Alarm schedules presently being held by Wally World at X4625, including all information regarding circuit and speaker number, wattage, location, quantity, and area description. Check all totals at bottom of schedule and balance loads evenly across amplifiers. 25. After completion of work, contact Fire Alarm vendor for reprogramming of new addresses. Fire Alarm System must be left in a complete and operational Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PRO02 -------------------- Page: 11 condition before job will be approved by Facility Inspection. Doing Org: JCO272300 Task Hours: 3000.00 Account: 50110312 -------------------------------------------------------------------------------- Task It : 08 Requester: GALANTE, JOSEPH - JCO272400 - x 2433 - pg None -----------------..___...----..___. --_--_-.._..___--__------------------_-----_-_------- Work: ELECTRICAL - LIGHTING FEJR 970765 BRICKSTONE ELECTRICAL INSTALLATION ALL THE ITEMS IN THIS FEJR WRITE--UP PERTAIN TO DRAWING FPV-106263 106264 sheets 9 and 10. CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. 1. COORDINATE THE DISCONNECTION AND REMOVAL OF THE EXISTING LIGHTING SYSTEMS' FOR THE AREA. DISCONNECT AND REMOVE LIGHTING BRANCH CIRCUITING BACK TO THEIR ORIGINATION. CLEAN AREA OF ALL OLD LIGHTING BUS SYSTEM. 2. COORDINATE SPRINKLER LOCATIONS FOR COORDINATION WITH B.BROBST X2565. 3 . PROVIDE AND INSTALL NEW LIGHTING BRANCH CIRCUITING UTILIZING MC CABLE THROUGHOUT THE AREA. KEEP MC CABLE OF THE CEILING AND INSTALL IT IN A NEAT AND WORKMANLIKE MANNER. USE CADDY CLIPS OR EQUAL. 4. PROVIDE AND INSTALL NEW LIGHTING SYSTEM AND SWITCHES AS SHOWN ON DWG 1•PV-106263 AND 264 shu 9 . PROVIDE AND INSTALL SWITCHES IN THE WALLS BY THE DOORS RECESSED INTO THE WALL. MC CABLE SHALT, BE PROVIDE IN THE WALLS 'FOR WIRING OF SWITCHES. SUPPORT ALL FIXTURE TO STRUCTURE PER MASS STATE CODE. PROVIDE AND INSTALL, LED EXIT SIGNS AS SHOWN ON DRAWINGS. EXTEND EMERGENCY CIRCUITING TO THEM AS REQUIRED. SUPPORT THE EXIT SIGNS TO STRUCTURE. PROVIDE AND INSTALL EMERGENCY STICKERS ON EMERGENCY FIXTURES. DO NOT PLACE STICKERS IN REFLECTORS OF THE FIXTURES. COORDINATE WITH J. GALANTE AS REQUIRED. S. PROVIDE COVERPLATES FOR OPEN JBS AND SECURE CONDUITS TO STRUCTURE. WHEN WORKING IN THE AREA IDENTIFY CODE DEFICIENCIES TO THE ELECTRICAL ENGINEER. 6 . UPDATE PANELBOARD DIRECTORY AS REQUIRED. COORDINATE WITH SUPER USERS FOR FAC # AND PANELBOARD SCHEDULES AS REQUIRED PER FSV-105. LABEL ALL DEVICES AND RECEPTACLES AS TO WHAT CIRCUIT THERE FED FROM AND WHAT PANEL. 7. PROVIDE AS--BUILT DRAWINGS FOR THIS AREA. SUBMIT AS-BUILT DRAWING TO THE ELECTRICAL INSPECTOR FOR PROCESSING INTO CAD. THIS JOB SHALL BE REJECTED UNLESS THE AS-BUILTS DRAWINGS HAVE BEEN COMPLETED AND SUBMITTED. Doing Org: JCO272300 Task Hours: 1300.00 Account: 50110312 Req PR9708210016 FACILITY REQUISITION 01/06/98 -- 07 :34 Report: PRO02 __ _______________= Page: 12 -------------------------------------------------------------------------------- Task It: 09 Requester: MAGUIRE, ROBERT -- JCO272400 - x 2762 -- pg None -------------------------------------------------------------------------------- flVork ELECTRYCAL'PLATFORM labor and material for platform will be done n FEJR 970962 Doing Org: JCO272300 Task Hours: 1548 .00 Account: 50110312 ----------------------------------------------------------------------------------- Task #: 10 Requester: BROBST, ROBERT - JCO2EO600 - x 2566 -- pg 0678 -------------------------------------------------------------------------------- Work: FIRE PROTECTION FIRE PROTECTION 1) Refer to Handbook 328 Section B and drawings FPV-106264 sheets 11 and Ila and FPV-106263 sheets 11 and Ila for required piping and sprinkler head adjustments and additions. 2) Refer to Demolition Drawing FPV-108752 Sheet No. 2 of 2 for any concerns regarding demolition in this design area. Doing Org: JCO272300 Task Hours: 300.00 Account: 50110312 -------------------------------------------------------------------------------- Task 4h 11 Requester: CONDON, WILLIAM - JCO272400 -- x 2864 -- pg None -------------------------------------------------------------------------------- Work: MECHANICAL CONTINUED 29 . Fabricate and install 1"CW line to the above mentioned emergency eye wash station, as shown on FPV--106263, sh.2 and in accordance with FSV-300,304, 313,314 & 315. 30. Fabricate a counter 16'-0" L X 2'-6" D X 36" H with a 27" X 35" cut--out for ref. under, two (2) sets of 18" W doors,two (2) sets of 15" W drawers three (3) high with bottom drawer to be double depth and a 24" X 24" stainless steel sink, per sketch SK-704-7427, Construct from 1 1/8" thick plywood and cover with beige colored formica. Install counter in aisle cut-out located 13'N & 91W of Q-3 (30-2) ,as shown on FPV-106263,sh.1 31. Fabricate and install 1/2" CW, 1/2" HW, 1 1/2" DN, with trap & 1 1/2" V for sink, mentioned above for the counter piece, as shown on FPV-106263, sh.2 and in accordance with FSV-300,304, 313,314 & 315. Paint piping. 32 . Provide signs 12"W x 8"H with 1"H lettering for the two (2) sinks. install signs above each sink The text of each sign shall be as follows: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Req #: PR9708210016 FACILITY REQUISITION 01/06/98 - 07:34 Report: PR002 =______=====M--M=--- Page: 13 xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx 33 . Cover all windows, along the column 5 line, with masonite and paint to match walls. Lock all door access's along this wall, Provide signs 1.2"W x 8"H with 1"H lettering for each access and install on the aisle side of the doors. Each sign shall slate: "NOT AN ENTRANCE' For continuation of mechanical write-up see task no.11. 34 . Provide and install a refrigerator under the countertop. Refrigerator shall be McMaster-Carr model no. 4551T51 or equal. 35 . Provide and install new venetian blinds for new windows along the column line 1. Color shall be beige. 36 . Obtain fire extinguishers from Dick Shaughnessy, X2200 & install at ends of area, as shovm on FPV-106263,sh.1 & FPV-106264,sh.l. 37 . Provide and install a microwave oven. Suggested supplier and type as follows: Eastern Video Systems, Inc. 2 Sterling road Billerica, MA 01862 (978)667-0009 * Full size Panasonic microwave oven Genius model no. NN-S787WA (approximate cost $220.00) 38 . Provide and install a ceiling mounted pro;jecto:: scrc�n and paper pad easel in the conference room near Q- 3 (30--2) , as shocm on FPV-106263,sh.l. 4 ,Suggested supplier and type as follows: Major Theatre Equipment Corp. 28 Piedmont Street Boston, MA 02116 (617) 542-0445 A. Projection screen: DA-LITE boardroom electrol automatic electric projection screen, size 70" X 70" with glass bead viewing surface and three position control swatch in box with cover plate. (approximate cost-$1500.00) B. EASEL : DA-LITE oravisual paper pad easel, model no. A502 in misty beige. (approximate cost-$100.00) 39. Contact Bill Condon, X2864 to obtain TV/VCR and 24" x 36" table to be installed in conference room mentioned above. 40. Uncrate and install the acoustical panels, purchased. on MVE670xxxx, around the walls surrounding the photocopier machine located at col. U, between columns 1 & 2, as shown on FPV-106264, sh.l. NOTE: These panels Req It: PR9708210016 FACILITY REQUISITION 01/06/98 - 07 :34 Report: PRO02 -------------------- Page: 14 shall be installed 14" up from the floor to make room for electrical strip which is being [:counted 12" from floor. Doing Org: JCO272300 Task Hours: 0.00 Account: 50110312 -------------------------------------------------------------------------------- Task ##: 12 Requester: FICKEN, DONALD - JCO272400 -- x 3473 - pg 0461 Work: RADIATION HEATING Install 7 zone valves and circuit setters, one per column bay, in existing fin-tube radiation piping. Reconnect feed at col. N/2 where it had been dis- connected for previous clean room construction. Disconnect T-U bay from system across the corridor northward and re--connect it to this area at the S-bay. Doing Org: JCO272300 Task Hours: 160.00 Account: 50110312 -------------------------------------------------------------------------- --___ Task 1': 13 Requester: FICKEN, DONALD -- JCO272400 x 3473 -- pg 0461 -------------------------------------------------------------------------------- Work: CLOSED AREA SECURITY Doing Org: JCO272300 Task Hours: 32 .00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 14 Requester: FICKEN, DONALD -- JCO272400 - x 3473 -- pg 0461 -------------------------------------------------------------------------------- Work: CARD ACCESS SYSTEM t Doing Org: JCO272300 Task Hours: 120.00 Account: 50110312 j 1. J U J I LJ 00ARD OF 1111E PREVZ1111011 I11:GUU,*l10?JS S27 CM11 IZ',X) I I it U t 'Z 05 APPLICATION I-OR PET-WIT -10 I'DE'Ri-ORM ELEC--i-FRICAL WORK, All tw#k to kr,r ptimilmd W Accc)atlmw­t —1111 111C t1iAIL"ChUOtitz Illecioic-Al Codit, 527 Ullt 124-00 PiLill-1: ill -Illy, OR 11-111E, A-LI. '11lr-01UiA:L3:01l) DaLe March 15, 2000 CIL,j or-Tovtj of North Andover To ttia. Lkslitc-tor of Krrx, Die otiderstKned ippLics jar a I)crait to perform the electri-1 work d" ib I below. FT, oT Location {Street & Number) Intersection of Lucent North Drive and Osgood Street (Rte 125) oulier Or TalLailt: Massachusetts Highway Department (District # 4 Office� ovuer's Address 519 Appleton Street, Arlington, M.A. 02174 Is rtiLs permit in cauimscation uLth a buLldtar, perm-tt:: Yes El Ila Q, (Check Alipropriate Box) 001981 Purpose of BuLldLjig N/A Utillt­r Autjloril-ltion 110. E-y-L-suing —Vol" Overhead 11 Usids"rd El Ila. of fir-tell llc- se."ICQ J_O_() �1)s 120 2AD_Vol" Overhead FI UndgrOAD ll�o. of 1kr-ers 1 flwntsnr of Fecilers and AanlaacLty LoCar-LOtt uld Ilature. of Proposed Electri"I VlorX. Traffic Signalization of Intersection Total Ila. of Ughtitiv Outlets 1114r). of Hot: Tubs: Illo. of Traiisformrrs TVA Ito. of Lighting Fixtures Above It swiltuailIK Pool Krud. El grild). 11o. of -14!ceptacic Outlets Ila. of Emergency Lighting FII..--fOL lltarracXs I IlAttery Omits No. of Switch Outlets 110. of Cax 11"ruers MLE ALMUIS Ito. of Toiiex 10 L-A I Ila. of Detecticut and Ila. of lUk"Kes 111o. of ALr Conti. Mill IllitiALI-lig DeViCeS Ila. of DI-sposals Ila. of Ilea t To,t�a'rQrj-,j Kil L Total Ito. of SoulidjAll; Devices Poloon Ila. of Self Contained It(,. of 1)[shwashers Sliace/Area Ileati.11K DatectioltiSoUllaiAlS DeViCeS llillticipal Other Ila,. of D"ers Ileatilig, Devices yJ1 Loc-aLCviitiectiaara Ito. of Water heaters rd Ila, oi 60. Ur _QW Voltage I Signs Ballasts itlrinv Ito. Ilvdra Massage Tubs 1:11o. of haters Total 1115UJUJICE COVE ME: Pursuaut to the requirewerics 09 filsslchusctts Gelltr3l Lars I Itsve a current Liability Itisuratice Policy ilicluding Completed operations. Coverage or its subitaiiUaL equivalent. YTS x 110 El I IiAve submitted valid proof of land to this Office- y CC] If you il,ave cliecked YES, please indicate ttle type of coverage by checking the appropr box. lIjsUjk,&jjcr DX 11011DE] 0111FAID ()''lease Specify) Certificate Attached ' �EAj)LraEio(k Estimated Value of Electrical Work S 11-1-000-00 Will Call Will Call Work to Start 3 1.2D_LQ9 Tilspecti,oll Date lictlues ted t Rougit Filial signeo untler the pr-iiALtirs oi perjuryi Filut 11MIE Coviello Electric & General Contracting Co. , Inc. A9947 I_Lrei4sec Se ure 4_1 -�Rres- LIG. 110.0 )A9947 S L EPLA t: _V' - Address 10i Hicks Avenue, Medford, MA 7,r'jn(02155 )04- lel. 110-781-391-40 0 0,%L t.. ic i.- ilo7 8 1-39 5-44 16 WHER'S IIJSURAIlCr WA.MR: I am Aware that tile Ucerizen does tior Ii3ve tile injur2lice coverage or its %ULJ,- sr I�WS, aodtllAt My signature all this vermLt .Ajjt:"j equivaleiii: as required by ilammachusetrX cenerAl AppliCatlatt WAtVCS,tI1kS rcquirctaeoc. owiler Ageur (Please cliecK Otte) PermIt Fee: Telephone Ito. Recell)t: tj 1. 1 j L-1 U L-J I [-)Ci)rjl-llllcjlr of 11tiblic sofcfv ! 'tied:'." le"O 130ARD OF FIRE PREVE11110H 11L:GUUT10?Ir, S27 Chill 1Z:W APPLIGAI-ION FOR PERM IT —10 IDE,9FORM ELEC-1-TRICAL WORK All wvik to L-4 pellafmcd hi mccof-141KC Will$ tItC biAll,"rhUltItS LitclimAl Cads, SIJ Uilt 12:00 ULULSE- Plall-E I TJ1 T'llir, OR ALL 'Y-1IU0IU1AX10l[) Date- March 15, 2000, City` of -Town 0.4 North Andover '10 the litspeccor of %Urcs,: The kindersigiled applies for .1 pcmf-c to jmrfom clic electric-al work described belou. 1110 r) Loc.2rion (Street & Number) Intersection of Lucent South Drive ana 6sgood Street (Rte 125) ' - N Owner or In."ot Massachusetts Highway Department (District # 4 Office) __ other's "dress 519 Appleton Street, Arlington, MA 02174 Is thLs; permit in conjunction with a building perm.1c: Its (Check Appropriate Box) 001980 Purpose of Building- N/A Uttliq Autliorizarion Ila. �l-stlng Scz-vLcr Anps V a I t:-t Ove.rhead 0 Und$rd El 110. of lie-ter. llrur Ser-rice 100 Azips 120 1 240 V a I U-S OverhcadEl Utidgrag lto. at litters I fluirlber of Feeders and hap;zcl.cy I.Ocactoii and liature of Proposed El.cccri"l Work Traffic Signalization of Intersection NO. Of lighting Outlets Ito. of Hot Tullis llo. of Transformers TTVA otal of I.jztit:jjIF, Fl-xtures Sulinmili Above 0 Iu,-di. 0 cenerators KVA g pool Krild. RTI me No. Of J Vtl.- L toceptacle Outlets nur 110ners 112;tcaryf E UOLtrgency LigilLing s Ilo. of SwLtcli Outlets 1110. Of (;JLJC Burners MLE MAIMS 11o. of 7-otina Taral Ila. of Detection -211d Na. Of Matt es illo. of ALr Cand. 1:011:5 II&Ltiati-lig Devices 110. of Disposals 1110. of Ilext 10,t-A I IotAL Ito. of Soundbig Devices Na. of Self CoOrained Ila. of lAshwashers Space Area licAtitig DetecriulliSoullai-Ill; Devices Ilullicipal ilo. of Dr-vers HeAtkiii; Devices 104 Localo caitriecrion1l0ther o. Of Water heaters II 110, Oi 60. o I-ow Voltage ' I r.SIZ115 Ballasts Ila. Ilvdro fUssage Tubs Ilia. of Hotars Total ILP 111SURAIICE COVERAGE: Pursuant to the requiremencs of hissacliusetts General Laws I have a current Liability insurance Policy incliuling Completed operations Coverage or its substantial equivalelit. Mjax 110 C] I have submitted valid proof of game to tilts Office. Ito C] If you Ilave checked YES, please itidi"te the type of coverage by checking the appr%a'te box. Certificate Attached . ....7 1alra-Lion uacc) Estliwired Value of Electrical Work S 1,000-00 Will Call Will Call Work to Start-2 2.0/00 Inspection Date Requested: Rough Filial Sigilao under the I)COAltIC3 of perjuryl HIM 11mij: Coviello Electric & General Contracting Co. Inc. A9947 Licensee Sergio Coviello, Pres. SilvLat;ure- 0. 4 A"Pa/z ,'Pres. i.ic. po.(E)A9947 Address Alt.Hicks Avenue, Medford, MA z`io(02155)Dus- lel. ilo.781-391-4050 Ah" Tel., 11l:1781-395-4_416 0WHER'S 111SUILUCE: W-1VER, 1 .114 aware that tire- ur-crixen does Tior have tile iiisurance r-overil9c or its sull- stAliciAl equivskIcTit as required by KajimachuseccZ Ganerial Laws, aita that my sign-ature oil this permit application waive3 .this rrquiLrement. Owner Agent (rleasc clitcy ogle) Pervitt Fee: jKliActive at L-Orr or Agrtiri of fir CrOMMOnLurnit4 Of MUH13ac4ullaw office ui,r Only Depoqrnenir of Public Safety Permit No, BOARD OF FIRE PREVENTION REGULATIONS 527 CMR 12:00 Occupincy, & I" Chtf�cd 3/90 (leave blink) APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be Performed in accordance with the Massachusetts flwtical'Code, 527 CMR 12J)o 1 (PLEASE PRINT IN INK OR TYPE ALL INFORMATION) Dato City or Town of A16) . 14 )1 e110 L/ The undersigned.applies for a permit to perform the electrical work described below. To the Inspe0or of Wires> Location l5ireet & Number) M 626' C,—Is--c,46�ecl'�7 Owner or Tenant L Y- Owner's Address C�rip Is ihis permit in conjunction with a building permw Yes No (Check Appropriate Box) Purpose, of Building aJ4 t Air'mi'j- 'fe-3r, )sekl, '9wo Utility Authorization No. Existing Service Amps Volts Overhead 1:1 Undgid No. of Meters New Service ----Amps —J— Volts Overhead D Undgrd No. of Meters M—nber Of Feeders and Ampactry Location and Nature of Proposed Electrical Work TOTAL No. of Ltghnq Outlets No. of Hot Tubs No. of Transformers XVA Above I No of Lighting Fixtures Swimming Pool gind, gtnd. El Generators KVA No. of Emergency Lighting No. of Receotacle Outlets No. of Oil Burners flattea Units No, of Switch Oudeis No, of Gas Burners T 0-ta I FIRE ALARMS No. of Zones ,No. of Ranges No. of Air Conditioners Tons No, of Detection and Initiating Devices Heat Total TOW No. of Sounding Devices No of Disuosals No. of fumps Tons KW No. of Self Contained No of Dishwashers Space/Area Heatins, KW Dtllectiorv!Sounding Nvtces Municipal No of Drvro Heating Devices KW Loc2lE]' Connection Other No. 01 No, 01 Low Vo tage No of Water I-Acalen K%V SiRns Ballasts Wiring No Hydro Niissaite Tubs No. of Motors Total HP 0 rI 4ER: INSURANCE COVERAGE- Pursuant to the requirements of Massachusties General Laws I have a t-wreni Liability Insurance Policy including Completed Operations Coverage or its substantial equiyafent. YES 0 NO 0 1 have submitted valid proof of ".Jmc to this uffite. YES U NO I-I It you have checked YES, pleise indicate the type of coverage by checking the appropriate box. INSURANCEE] BOND 0 OTHEREI (Please Specify) (Expiration OAtc) Estimated Value of EfKitical Work %%',u(k to Stan Inspection Date Requviled: Rough Final �jgntxi under the twnilties or pefjury° fIRNI NAME TO h yl 0ilrie-)z Licensee Signature LIC. NO. .270 S i do e 60 vo h l' I Wcl-r-' M-2 CY a 13 61 Bus. TeL No,6/7-S-V7- 779L/ Alt. Tel. No. ;jni .%jfc"^J[the Licenwe dots not lure the insurance covff2ge or iLs substantial equivalent as requitti by MJssJCnu54r(ZS n.I !".J: j:,:I- ^"!J :� N XIffT'I I JP0 I I CJlJ On ti4 il�v this ("jitmcnr ownef ASent (Please checx onei- PF-R311T NON , 1ICATION FOR PERMIT TO BUILT) — NUKIFi PkkLvUVtR, rrv.a3. I MAP 440. - LOT NO. 00/ : 2 RECORD OF OWNERSHIP QATI: JSOOK -PAGE ZONE SUB DIV. LOT NO. 1 LA>GATION �'} } / PURPOSE or BUILDING 1 ,7fYV� `- �,� & L.lts T OWNER'S NAME '/ f,F jf IT fY L' ' e1' .. NO. OF STORIES Q - SIZE OWNER'S ADDRESS BASEMENT OR SLAB ARCHITECT'S NAME - -,• -°' , SIZE OF FLOOR TWPER. IST --_ a.ND 3RO SUILDER•E NAME *PAN DISTANCE TO NEAREST BUILDING DIMENSIONS OF BILLS --_---- DISTANCE FROM 'STREET T+?STf DISTANCE FROM LOT LINES-SIDES c 7 0 / REAR ���L� � - � Ce RC}ER€ . AREA OF LOT - FRONTAGE MEIGHT OF FOUNDATION THICKNESS It BUILDING NEW cc+ -.-_E�r - SIZE OF FOOTING $ 19 BUILDING ADDITION MA.ERtAL OF CNIMN£f' ISBUILDING ALTERATION - - If BUILDING ON SOLID OR FILLED LAND I WILL BUILDING CONFORM TO REQUIREMENTS OF CODE If BUILDING CONNECTED TO TOWN WATER �- - 'BOARD OF APPEALS ACTION. IF ANY ,�f -----. --- IS BUILDING CONNECTED TO TOWN SEWER0 ---- !• IS BUILDING CONNECTED TONATURAL GAS LINE a PROPERTY INFORMATION INSTRUCTIONS LAND COST- SEE BOTH SIDES EST. SLOG.-COST } �%/' c' CST. SLOG. COST PER SQ.CPT. '�` PAGE I PILL OUT SECTIONS I - 3 -. '- EST, SLOG. COST PER ROOM PAGE ! FILL OUT SECTIONS I - 12 - SEPTIC PERMIT NO. ' ELECTRIC METEPS MUSS BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS ' PLANS MUST BE FILED AND APPROVED SIY BUILDING INSPECTOR DATE FILED 1 Z1.5 v -_ SSUIL.wrIc1 IFtl:P')CC�TOII. #IGNAT TEE Of 4'SMN UT'IiORI D A. -NT _-_- -- --_- (Owners Tel #� a, �" j. - f E t°ry Contrac, Tel# q61 0 1914.if IT GRANTED "' •� Contra. Lic -' HTC # - NoRr own of Andover No. tao - - - Ea�vL * _, - - dover, Mass., IEC. •3 c 1999 cON 9 O14q IE 6Ic p S'S J BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System • BUILDING INSPECTOR THIS CERTIFIES THAT 4�'. N`► ` } '1!sc. p1,1ZtN1....L?,��...:C. i Qr- . .7G. ...... . . �.... .. tac-.-.............. Foundation has permission to wt'.X++-'ft R.-K 0.1L, buildings on.....NP;?!....1=5 oN>..�.....(. . .... Rough to be occupied as ------.....'"��" rinAukF 14 ttR.� .............' _ -.4.4.Ttenailp-pisiilli-o-n .................. Chimney ..* ...............................................provided that the person accepting this permit shall in every respect conform to the terms of 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 PERMIT EXPLRES IN 6 MONTHS ELECIRI INSPECTOR UNLESS CONSTRUCTION STARS cry TRUCrl4N Rough ................................................ ................... .. service BUILDING INSPECTOR Final Cf}MOL CONSTRUCTION Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough nal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner C.S . 0Lt�32 Street No. Smoke Det. l/ /f CCC/����� � �f'►� w- ��t�� Req # : PR9808040035 FACILITY REQUISITION 1 Q 0/29/98 - 11: 51 Report: PRO02 ----_ - -- Page: 1 FEJR #: 980549 Const Org: CONTRACTR MACCS Charge ## : S990003 Change #: 1 Req Status : CONSTRUCTN Req Type: PLANT-REQ Wanted: Title: Relocate ATM to Bldg.48 Entered By: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg 1732 Date: 10/21/98 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg 1732 Auth: JJ1272400 Engineer: ROBERTS, CLINTON - JJ 00 4 - 2 Chgd: JJ1272400 Proj Code: OLS1 Bldg/Flr: 48 /01 Column: B-02 Est. Cost $ : /PS f�cf/_ �' III, r(� _r ROOM: ---------------..._..-------------------------------....._----------------77-------------- DRAWING NUMBERS SHEET NUMBER(S) COMMENT ------------------- 222 - 1073-105 1 Foundation Plan 222 - 1073-116 1 Roof Framing Chem. Storage Bldg. Ext. 222 - 1073-317 1 Floor Plan & Elevations 222 - 1073-318 1 Roof Plan, Sections 222 --- 1073-319 1 Sections & Details 222 - 1073-344 1 Floor Plan and Details 222 - 1073-346 1 Bldg. sections & wall sections 222 - 1073--347 1 Roof Plan & Details 222 -- 1073-560 1 Office Piping & Ductwork 222 - 1073-561 1 222 - 1073--562 1 222 -- 1073-563 1 FPV - 106004 6 FPV - 106010 6 FPV - 106016 6 FPV - 106097 6 FPV - 106150 95, 96,97 Overhead sprinkler system FPV - 106202 6 FPV - 106208 6 FPV - 106214 6 FPV -- 106220 6 FPV - 109119 1,2,4,4A, 6, 9, 10, 11A a FPV - 109120 1,2,4,4A,6,9, 10,11A (`.� � � �"J� ?� FSV -- 100 D -~'� `�-~ !! FSV - 105 S OCT �� jl FSV - III A C I FSV - 118 S 0 FSV - 120 0 FSV 151 1 TO 4 FSV - 152 1T04 FSV - 153 A FSV - 256 1,2 & 3 Procedure for cutting holes in roof FSV - 272 1 Removing/Resealing Bldg. 30 Roof Penetr. FSV - 300 ALL FSV - 302 ALL FSV - 304 ALL FSV - 309 3 3 i r-- j �CI a Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02 ===w=-===----------= Page: 2 FSV - 313 ALL FSV - 314 ALL SK - 704-4570 1 Skylight Protection Handrail SK - 704-7508 1 TO 14 Structural items for reloc. ATM to Bldg. SK - 704-7510 1 Site plan Trestle extension -------------------------------------------------------------------------------- ASSOCIATED ORDERS TYPE STATUS DATE COMMENT ------------------ ---------- ----------- ---------- --------------------------------- 980576 FEJR 25614 FD--REQ MVE38965150 EPPS-PO OPEN 10/06/98 MVE38965180 EPPS-PO CLOSED 10/08/98 NIVE38963465--0199 EPPS-PO OPEN 10/06/98 MVE38965019-0004 EPPS-PO OPEN 10/12/98 MVE38965183 EPPS-PO /air unit MVE38965211 EPPS-PO /door parts MVE EPPS-PO 3x7 door=parker 10/13 MVE38964989 EPPS-PO moomdance=boshar MVE38965195 EPPS-PO exit light order MVE38965186 EPPS-PO 105 8ft. fixtures MVE38965201 EPPS-PO ceiling tiles=cheviot MVE38965203 EPPS-PO doubletier locker=rand MVE EPPS-PO 4x8xl/2 sheetrock=harvey 10/13 MVE38965197 EPPS-PO Rite-hite door=frommelt MVE38965001 EPPS-PO Liebert 10KVA UPS/Waning MVE38964988 EPPS-PO moondance(5 items)=boshar MVE38965200 EPPS-PO = &2 ceiling tiles=cheviot MVE38964992 EPPS-PO (10 benches) (12 acces . )=matrix MVE38965181 EPPS-PO =filter/lubricator/regulater=w MVE38965138 EPPS-PO OPEN 09/28/98 telepole brkt=matrix 9/22 MVE38963461-0119 EPPS-PO 18 Ckt.Panel,l-BL3P/60A Breake ------------------------------------------------------------------------------------ JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET # -------------------------------------------------------------------------------- T# bnl PF EL CP SM PT WL LS TE TOT LABOR $ MATER $ ACCOUNT -- ---- ---- ---- ---- ---- ----- ---- ---- ---- ----- -------- -------- -------- 01 280 280 16800 6700 50110312 02 468 120 588 35280 33400 50110312 03 16 168 400 32 616 28952 6000 S0110312 04 56 8 64 3008 500 50110312 05 80 80 4800 34000 50110312 06 0 0 1000 50110312 07 380 380 22800 13500 50110312 08 650 650 30550 15700 50110312 09 150 150 9000 5000 50110312 10 64 64 3008 200 50110312 11 836 24 64 88 1012 60720 17630 50110312 12 450 450 21150 5000 50110312 13 250 40 290 13630 3100 50110312 14 250 250 11750 400 50110312 15 1380 40 1420 85200 80500 50110312 Req # : PR9808040035 FACILITY REQUISITION 10/29/98 - 11 :51 Report: PR002 ---------------- -= Page: 3 16 40 40 1880 500 50110312 17 0 0 0 50110312 18 0 0 0 50110312 19 0 0 0 50110312 20 240 240 14400 0 50110312 ---- ---- ---- ---- ---- ---- ---- ----- ---- ----- -------- ---------- --------- 1696 448 3424 24 400 296 96 0 190 6574 362928 223130 ----------------- ------------------------------------___-_--_------------------- Approved: Approved: LAVACHE, PETER C Engineering Environmental. Date: /�1 Date: / / i E Req #: PR9808040035 FACILITY REQUISITION 1.0/29/98 - 11: 51 Report: PRO02 -------------------= Page: 4 ---------------------------- Task # : 01 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg 1732 -------------------------------------------------------------------------------- work: MECHANICAL-SERVICE PIPING MECHANICAL- PIPING (SEE MECHANICAL TASK 19) 1. Fabricate and install copper piping for Nitrogen and Compressed Air as indicated on Dwgs. FPV-109119 Sht.2 and FPV-109120 Sht.2 . Use Apollo Ball Valves w/ S.S. ball and stem, Type L copper pipe and wrought copper fittings. NOTES: A. ) For the Nitrogen system use Silver Solder on all joints and purge per factory standards . B. ) For the Compressed Air system use Silver Brite Solder on all joints. C. ) Follow FSV's 300,302,304, 313 and 314 for construction standards. D. ) Co-ordinate exact elevations and locations with the electrical and data work. 2 . Install Air Dryer system Mach. xxx-xx currently stored in Bldg. 48 to the new Bldg. 48 janitor's closet. Connect to compressed air piping system reducing as neccessary. Route Dryer blowoff line to corner of relocated slop sink. 3 . Install 1/2" Horizontal branch with block valve from city water header in main aisle near Col .C3 to a point over position 80. Run 1/2" vert. down and reduce to 1/4" tubing and connect to Bunn Coffee maker at position 80. 4. Install One Bio--switch Auto-matic Switchover System and two regulator assemblies at position 65 . Note: that the elevation and mounting method will be determined after receiving the units from vendor. 5 . Locate compressed air filter/regulator/lubricator assemblies ordered on PO MVE38965181 and store in Bldg.48 with the new IAC benches . SEE TASK 5, Item 2 . 6 . Connnect all bench position's to compressed air system via tele--pole, except position's 23, 24, and 25 . 7 . Install a 30 PSI max. Factory preset pressure regulator, all neccessary piping, quick disconnect, 1/4" flex line and blow gun at position's 3,7, and 27 . Connect to Nitrogen system above. Connect Nitrogen Cabinets at position 57 to nitrogen supply system See FSV's 300, 302,304, 313,and 314. Doing Org: JJ1272300 Task Hours: 280.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 02 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg 1732 1 Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11 :51 Report: PR002 --------- ---------- Page: 5 Work: MECHANICAL-FLOORING/INTERIOR WALLS MECHANICAL - FLOORING/INTERIOR WALLS (SEE MECHANICAL TASK 19) 1 . Fabricate metal stud and sheetrock wall (1/2" sheetrock both sides) located between Cols . B3 and B4 running east--west. Install additional framing to support "RITE--HITE" Protecdor high speed overhead door. Note: See Structural section of this work order for additional framing. 2 . Install "RITE--HITE" Protecdor high speed overhead door in new wall (Item 1) per manufacturers instructions. After installation final adjustment to be done vendor representative. 3 . Install a new 3'-0 x 7 '--0 door w/half glass. Include knock-down frame, door closer, kick plates, hinges, and ADA approved lever type lockset less core. Door, frame, and all hardware to comply with Factory Standard FSV-286 . Note: This door to be installed in new wall see Stem 1 . 4. Install 6'-0"w x 4'-0"h LEXAN window and trim with wood. Bottom of window to be 42" from finished floor. Locate as indicated on FPV---109119 Sht.l. Window to installed in new wall, see Item 1 . 5 . Install metal stud and sheetrock walls over exterior walls between Cols. K2A-3B and L2A--3B. Insulate these walls with fiberglass insulation with the vapor barrier towards the interior space. Leave an air space between exterior wall and new insulation. Install new 21x 4 ' ceiling grid and tiles in the same area. Field Determine Elev. See FPV-109120 Sht.10. 6. Install 2'-0 x 4'--0 ceiling grids and tiles in new bathrooms, supervisor's office and janitor's closet. Match existing elev. See FPV--109119 Sht. 10. 7 . PAINTING Prep and paint all new sheetrock walls. COLOR: Almost Beige. Clean and paint all existing masonary walls after opening modifications. COLOR: Almost beige. Note: See Structural Section of work order for wall modifications. Paint all man doors (New and Existing) to match walls. Paint window trim to match walls . 8. FLOORING Install ESD carpet tiles in the following area's: The supervisors office in the southeast corner of Bldg.48. The shop floor area between Col's. B-El and B---E3 . The engineer's office area between Cols . K-L3B and K-L2A. COLOR: Moon dance Install VCT floor tiles in all other areas, except the shipping queue between Cols . A-B3 and A-B4. COLOR: White Clean and Prep all floors as neccessary prior to installation. 9. Install 12'-0" long piperail along aisle as indicated on FPV-109119 Sht.1 Per FSV-407. Prep and paint SAFETY YELLOW. 10. Install Fire Extiguishers per FSV-404 , Contact Alex Vannet at x4343 for locations. Obtain fire extinguishers from the security department. Req # : PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02 --------------==-==M Page: 6 Doing Org: JJ1272300 Task Hours : 588 .00 Account: 50110312 -----------------------------------_--_-------------------------•-------------------- Task # : 03 Requester: FICKEN, DONALD - JJ1272400 - x 3473 - pg 0461 ---------------------------------------------------------------------___---------- work: MECHANICAL-HVAC 1) Duct insulation repair: Strap adhesive strips which are falling off of the duct insulation board on ducts northward of the fire door on the F/G line. Replace with foil-faced adhesive strips. Repaint entire duct where work is done. 2) Mount wall heaters in both men's and women's bathrooms where shown. Frame wall to provide flush mounting, and co-ordinate with electrician for feeder. 3) Mount seven electric 4-ft. baseboard heaters where shown on plans, at 6" above floor. Locate thermostats where shown. 4) Remove existing roof fans formerly labeled 48-1, -2, and -3 . Cap the sleeve and caulk watertight. Remove all connected ductwork. 5) Relocate existing electric unit heater at the loading dock to clear construction of the new toilet rooms. 6) Remove part of ductwork connected to rooftop AC unit exhaust fan F-3, including the 22x8 southward trunk and connected branches, and branches which are connected to the northward 30x14, starting with the transition to 24x14, removing all branches. Leave the fire dampers in place in wall openings, if practical. 7) Remove existing 18x10 elbow at loading dock, and 10x10 branch. Extend 18x10 into dock, co-ordinating new route to pass above new steel which supports the rollup door and hoist, and reinstall supply grilles as indicated. Re--insulate with 1" board with foil-faced kraft, and tape joints as original. 8) Install new 30x14 return duct into System Test area at col. H/5 . Install 4 18xl2 grilles. 9) Re-route and lower the existing 24x10 supply duct into System Test, along with supply diffusers. Install at 12 '-0" to bottom. Replace insulation. 10) Remove existing branch duct and sidewall diffusers at col. K/3 . Install new 12x 8 branch to 2 ceiling diffusers in office, and 12x6 to one diffuser in the office foyer. 11) Mount new Trane DX unit at cal. H/l on floor. Mount compressor on new 4' x 7' x 6" pad, adjacent to building and the stair pad outside. Reinforce pad with wire mesh, 6x6-#6, or if not available, 1/2" reinforcing rod on 8" centers each way. Drill through wall at 1 ft.high and run gas and liquid piping. Insulate with Armaflex or equal, closed-cell foam. Mount thermostat where shown at 5'-0" . For refrigerant charge and startup, consult with plant AC technicians, and follow directions with Trane equipment. J Req # : PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02 ------------------- Page: 7 12) Install new 24 x 16 ductwork to top discharge of unit and run along col. 1 line as shown. Install three sidewall diffusers. Insulate as indicated on prior items. Doing Org: JJ1272300 `.Task Hours: 616.00 Account: 50110312 -_--------------------------------------------------------------------------------------- Task # : 04 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 -- pg 1732 -------------------------------------------------------------------------------- Work: MECHANICAL-DOOR MODIFICATIONS FEJR 4980549 DOOR MODIFICATIONS 1 . REMOVE DOOR HARDWARE AND WELD SHUT THE NINE (9) EGRESS DOORS ON THE EAST WALL OF BLDG 48 IDENTIFIED ON FPV-109119, SH.1 (4 DOORS) AND FPV-109120, SH.1 (5 DOORS) , 2 . INSTALL METAL STUDS ON THE INTERIOR SIDE OF THE DOORS MENTIONED IN STEP 1, INSULATE AND SHEETROCK. PAINT TO MATCH EXISTING INTERIOR COLOR SCHEME. 3 . THE OVER HEAD DOORS ALONG THE COL 3 LINE IN BLDG 48 SHALL BE ELECTRICALLY OR MECHANICALLY LOCKED OUT IN THE POSITION INDICATED ON FPV--109119, SH.1 AND FPV-109120 SH.1 , Doing Org: JJ1272300 Task Hours: 64.00 Account: 50110312 --------------------------------------------------------------------------------------__ Task #: 05 Requester: BEARD, RICHARD - JJ1272400 - x 2189 - pg None -------_---------------------------_--------------------------------_----------------- Work: MECHANICAL-GENERAL EQUIPMENT MOVE GENERAL EQUIPMENT MOVE (SEE MECHANICAL TASK 19) 1. Disconnect, relocate and install the following IAC benches to the positions in Bldg 48 listed below: ITEM OLD DWG. OLD NEW DWG. NEW DESCRIPTION FPV- (SH.1) POS. # FPV- (SH.1) POS. # -------------------------------__----------------------------_---- 5 .2x36IAC 106259 1 109119 6 5.2x36IAC 106259 2 109119 7 5.2x36IAC 106259 3 109119 8 5.2x36IAC 106259 4 109119 9 5.2x36IAC 106259 5 109119 10 5.2x36IAC 106259 6 109119 11 5 .2x362AC 106259 7 109119 12 5 .2x36IAC 106259 8 109120 25 5.2x361AC 106259 9 109119 26 5.2x36IAC 106259 10 109119 31 6.2x36IAC 106252 9 109119 1 �r Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PR002 =------------===--M= Page: 8 6 .2x36IAC 106252 7 109119 2 6 .2x36IAC 106252 8 109119 3 6 .2x36IAC 106258 2 109119 4 6 .2x361AC 106258 2 109119 5 6 .2x36IAC 106252 7 109119 13 6 .2x361AC 106252 7 109119 14 6 .2x36IAC 106252 4 109120 18 6 .2x36IAC 106252 4 109120 20 6 .2x36IAC - 106252 4 109120 21 6 .2x36IAC 106251 4 109120 24 Note: (a) Contact Rich Beard (x2189) for copies of the old FPV- drawings with above bench locations. (b) Corner pieces removed from the benches at position #4 on FPV--106252, SH.1 will be installed on benches at position #27, 28, & 29 on FPV-109119, SH.1 described in step 2 below. 2 . Locate 10 new 6.2x36 IAC benches ordered on PO MVE38964992 and store in Bldg 48. Note: (a) Contact Clint Roberts at x4224 if neccessary. (b) Material ordered by the Mechanical. Analyst. 3 . Relocate and install the following equipment to the positions in Bldg 48 listed below: ITEM OLD DWG. OLD NEW DWG. NEW DESCRIPTION FPV- (SH.1) POS. # FPV-- (SH.1) POS. # ---------------------_--------------------------------------------------- Nitrogen Cabinets 106258 ATM Storeroom 109119 57 Shrink Wrap Mach 106252 Near Col U-11 109119 61 Note: Contact Walter Steeves (x6262) to coordinate the move of Teradyne machine to position 30 on FPV--109119, SH.1 with Test Set Maintenance. 4. Relocate and install the shelves from the ATM Storeroom to the positions in Bldg 48 listed below: ITEM ATM Storeroom NEW DWG. NEW DESCRIPTION Shelf No. FPV- (SH.1) POS. # ----------------------------------------------------------------- (4) 2-3-74-23 ZA, ZB, ZC, ZD 109120 70 (3) 2-3-87-12 11A, 11B, 11C 109119 71 (3) 2-3-87-12 11D, 11E, 11F 109119 72 (2) 2-3-87-12 10A, 10B 109119 73 (6) 2-3-87--12 9A to 9F 109120 74 (1) 2-3-87-9 16 109120 75 (5) 2-3-87-12 17 to 21 109120 75 (3) 2--3-87-12 ZE, ZF, ZG 109120 76 5 . Relocate and install the shelves from Bldg 30/2 to the positions in Bldg 48 listed below: ITEM Current NEW DWG. NEW J Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11 :51 Report: PRO02 =----------------- Page: 9 DESCRIPTION Location FPV-- (SH.1) POS. # --------------------------.._-__--------------------------------- (4) 2-3-74--18 30--2/Col . W-6 109119 37 (2) 2-3-74-18 30-2/Col . U-9 109119 38 (1) 2--3-74--18 30-2/Col . U-9 109119 38 (2) 2-3-74-18 30-2/Col . S-9 109120 39 (1) 2-3--74-18 30-2/Col . U--9 109120 39 6. Relocate and install the following furniture from the ATM office area to the positions in Bldg 48 listed below: STEM Current NEW DWG. NEW DESCRIPTION Location FPV-- (SH.1) POS. # __________________W----_-_---_--____________________________------ 3 DR 42 LF Near ATM Copier 109120 59A 3 DR 42 LF Near ATM Copier 109120 59B 3 DR 42 LF Near ATM Copier 109120 60 3 DR 42 LF Near ATM Copier 109119 63 3 DR 42 LF Near ATM Copier 109119 64 Desk Rm 33 in ATM Off Area 109119 85 Desk Rm 33 in ATM Off Area 109119 86 Table (46x32) Rm 33 in ATM Off Area 109119 87A Table (46x32) Rm 33 in ATM Off Area 109119 87B Table (46x32) Rm 33 in ATM Off Area 1091.19 87B Coat Closet Rm 33 in ATM Off Area 109119 88 3 DR 42 LF Rm 33 in ATM Off Area 109119 89A 3 DR 42 LF Rm 33 in ATM Off Area 109119 89B Table (42" Dia) Near ATM Copier 109119 89C Table (60 x 24) Near ATM Copier 109119 89D Note: Contact Walter Steeves (x6262) to coordinate the move of Printer (ATMPSI) and Fax Machine to Position 89D and Copier to Position 89E on FPV-109119 with Test Set Maintenance. 7 . Relocate and install the following furniture from the ATM Team Rm near Col.0-7 in Bldg 30-2 to the positions in Bldg 48 listed below: ITEM Current NEW DWG. NEW DESCRIPTION Location FPV- (SH.1) POS. # ---------------------------------------------------------------------- Break Rm Counter ATM team Rm 109119 80 Refrigerator ATM team Rm 109119 81 Table (60x30) ATM team Rm 109119 82 Table (60x30) ATM team Rm 109119 82 Table (60x30) ATM team Rm 109119 82 Table (60x30) ATM team Rm 109119 82 Trash Can ATM team Rm 109119 83 S. Relocate and install the following furniture from the ATM office area to the positions in Bldg 48 listed below: ITEM Current NEW DWG. NEW DESCRIPTION Location FPV- (SH.1) POS. # ------------------------------------------------------------------------ 3 DR 42 LF Rm 30 in ATM Off Area 109120 90 Req #: PR9808040035 FACILITY REQUISITION 10/29/98 11:51 Report: PRO02 =------------------= Page: 10 3 DR 42 LF Rm 30 in ATM Off Area 109120 90 3 DR 42 LF Rm 29 in ATM Off Area 109120 90 3 DR 42 LF Rm 29 in ATM Off Area 109120 90 Coat Closet Rm 29 in ATM Off Area 109120 91 Coat Closet Rm 30 in ATM Off Area 109120 91 Desk Rm 29 in ATM Off Area 109120 92A Desk Rm 30 in ATM Off Area 109120 92B Desk Rm 29 in ATM Off Area 109120 92C Desk Rm 30 in ATM Off Area 109120 92D 'fable (46x32) Rm 29 in ATM Off Area 109120 93A Table (46x32) Rm 30 in ATM Off Area 109120 93B Table (46x32) Rm 29 in ATM Off Area 109120 93C Table (46x32) Rm 30 in ATM Off Area 109120 93D Table (45x30) 30-2/Col. 0--7 109120 94 Note: Contact Walter Steeves (x6262) to coordinate the move of Printer (ATMPS2) to Position 94 on FPV-109120 with Test Set Maintenance. 9 . Assemble and install 15 double tiered lockers (5 units, 3 lockers wide) RAND PART NO. C502C5093, COLOR GRAY at position 62 on FPV-109119, SH.1. Secure to floor per factory standards. Material to be ordered by the Mechanical Analyst. Doing Org: JJ1272300 Task Hours: 80 . 00 Account: 50110312 --__---..-..----------------------------------------- ----------------------------- Task #: 06 Requester: CAHILL, KEVIN - JJ1272400 - x 2858 - pg None ----------------------- -----_----------------------------------_----------------- Work: MECHANICAL-FIRE PROTECTION 1) Before beginning work, verify and identify all existing sprinkler pipe sizes, locations, sprinkler heads, and conditions and difficulties that will affect work in the design area. If the sprinkler drawings associated with this FEJR do not match existing and/or as built conditions, mark corrections on drawing and return to Kevin Cahill (x2540) or Bob Brobst (x 2566) . 2) Refer to Handbook 328 Section B and the following drawings for required sprinkler head and sprinkler piping adjustments and additions: FPV-106150 Sheet 95 Building 48 North Overhead Sprinklers Sheet 96 Building 48 South Overhead Sprinklers Sheet 97 Building 48 Rack Sprinkler System FPV--109119 Sheet 10 & 11A Building 48 South Reflected Ceiling FPV-109120 Plan and Sprinklers 4) This FEJR requires the removal of all in rack sprinklers including associated branch piping, the adding of new sprinklers to the new reflected ceiling plan in the toilet room areas and the new offices located on the north end of the building, the extension of some upright sprinklers that do not currently comply with NFPA, f Req it : PR9808040035 FACILITY REQUISITION 10/29/98 - 11: 51 Report: PR002 ____________________ Page: 11 and the replacement of all sprinklers within building 48 . 5) Remove all in rack sprinklers including sprinkler heads, piping, drain connections, sprinkler drops, and branch piping. Cut all in rack sprinkler piping back to the 4" main and cap in place. SPECIAL NOTE: The rack sprinklers located in the room South East of columns J, 4 are fed from the overhead sprinkler system and not the rack sprinkler system. Upon completion of the removal of all rack system sprinklers, lock the rack sprinkler system PIV in the closed position. Cut all associated Rack Sprinkler System mains back to the water Entrance and cap. See electrical tasks for the removal of the tamper and flow switches associated with the removal of this piping. 6) The distance of the upright sprinkler system from the underside of the roof must comply with NFPA 13 . The sprinklers located in the room located South East of columns J, 4 need to be extended up to within 12" of the underside of the roof. The upright sprinklers in the existing Flamable Plastic Area (A3) also need to be extended to within 12" of the underside of the roof. 7) Refer to Drawing FPV-109119 Sheets 10 & 11A for the sprinkler additions to the toilet room. Disconnect the upright sprinklers and 1"x1/2" nipple (typical of three) located above the new toilet rooms . Provide new 1"x1"xl" tee connections and provide new upright sprinkler head and drop to recessed pendent head within reflected ceiling plan. 8) Refer to Drawing FPV-109120 Sheets 10 & 11A for the sprinkler additions to the offices located on the north side of Building 48. See # 7 above for similar piping arrangement. 9) Replace all sprinklers within the building. Sprinklers within the drop ceilings are to be Viking Model # 04804BF'B, 1/2" orifice, 165 degree F Glass bulb Pendent Sprinkler, with 06419AF Escutcheon. All upright sprinkler heads are to be Viking Model # 04804BAB, 1/2" orifice, 165 degree F, Glass bulb upright sprinklers . Refer to modified FPV-106150 Sheet 95 for the required location of the quick response sprinkler heads. The quick response heads are to be located in the room contained by columns H to J and 01 to 03 . Quick .response sprinklers are to be Viking Model M, 0661BAB, brass, upright, 1/2 " NPT, 1/2" orifice, 155 degree (3mm bulb) , quick response sprinklers (or approved equivalent) 10) Clean all sprinkler piping as necessary. Paint all new exposed sprinkler piping to match existing color of the sprinkler piping in the area. 11) Contractor is responsible for ordering all necessary supplies to complete the job including, but not limited to, sprinklers, sprinkler piping, and pipe hangers. Req # : PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PR002 -------------------= Page: 12 Doing Org: JJ1272300 Task Hours: 300.00 Account: 50110312 -------------------------------------------------------------------------------------- Task V 07 Requester: WONG, KEVIN - JJ1272400 - x 5881 - pg 0770 Work: ELECTRICAL/DATA BLD 48 Fejr# 980549 Building 48 Fitup Electrical/Data 1 . See drawings FPV-109119 and FPV-109120 sheets 6 for locations. 2 . Remove all communications equip. coordinate with John Gage eQ. 5099 or pager 1332 . 3 . Install 250' - 12" and 2201- 5" Lucent cable tray (AT&T) per revised FSV-152 . Note: Install plastic bottoms and horns on both sides . 4 . Install 1" conduits from the cable tray to the 4 telepoles in the supervisor office and 1 wall phone (column J3) . S. Install pull strings in all conduits. 6. Core through concrete as required. 7. Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107 . 8 . Provide as built drawings with electrical package. As builts must be forwarded to electrical inspector for final inspection and approval. 9 . If you have any questions contact Kevin Wong at ext. 5107 . Doing Org: JJ1272300 Task Hours : 380.00 Account: 50110312 f Req # : PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02 —______ ___________ Page: 13 -------------------------------------------------------------------------------- Task #: 08 Requester: WONG, KEVIN - JJ1272400 -- x 5881 - pg 0770 ----------------------------------- ------------------------------------------_-- Work: ELECTRICAL/DATA BLD 30--1 ETASK CLOCK Fejr#980549 Bld 48 Fitup Electrical/Data 1. See drawings FPV-106220, FPV-106214, FPV-106208, FPV--106202, FPV-106097, FPV-106016, FPV-106010 and FPV-106004 sheets 6 for locations. 2 . Install 700'-12" Lucent Cable tray (AT&T) from 8'N of column N6 to 8'N column N31 per revised FSV-152 . Note: Install plastic bottoms and horns on both sides. 3 . Install 1--2" conduit from the clock distribution center (C-N25) to the 12" Lucent cable tray. 4. Install 12" Lucent cable tray into Network rooms 25 and 27 from the new lucent tray. 5. Provide £irestopping to cable tray entering into building 70. Install 1-4X4 wireway and 3-4" sleeves . Remove pillows. 6. Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107 . 7 . Provide as built drawings with electrical package. As builts must be forwarded to electrical inspector for final inspection and approval. 8. If you have any questions contact Kevin Wong at ext. 5107 . Doing Org: JJ1272300 Task Hours: 650 .00 Account: 50110312 Req # : PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02 ---M_ ______________ Page: 14 -----------------------------------------------------------__-------------------- Task #: 09 Requester: WONG, REVIN - JJ1272400 - x 5881 - pg 0770 ---------------------------------------------------------------------------------- Work: FDREQ 25614 TELE/DATA Fejr# 980549 Bld 48 Fitup Tele / Data 1 . See drawings FPV-109119 and FPV-109120 sheets 6 for locations and FDREQ 25614 for data description. 2 . Install 5-Cat 5 cables to the telepoles and FDboxes at the following locations per FSV-151 and NGS-CS-1204 and label each end of cables . Locations Circuit # Supervisors Office A2B " A2A " A2C " Al Column J3 J3 3 . Install cable for time clock from bld 30 to bld. 48. 4. Test cables with DSP-100 and update DNAS data base. Test circuits per TIA/EIA TSB-67 Link Performance Standard. 5 . Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107 . 6. Provide as built drawings to electrical inspector for final inspection and approval . 7. If you have any questions contact Kevin Wong at ext. 5881. Doing Org: JJ1272320 Task Hours : 150.00 Account: 50110312 ---------------------------------------------------------------------------------_-- Task # : 10 Requester: FICKEN, DONALD - JJ1272400 - x 3473 - pg 0461 -----------__----------------------------w_------------------------------------------ Work: ELECTRICAL-HVAC 1) Relocate Andover Controls Temperature transmitter from east face of wall at G-H/2-3 and move to north face of G/2 . 2) Relocate unit heater at loading dock to position shown on --562 . 3) Provide electrical support to connection and startup of AC unit, compressor, and thermostat installation Doing Org: JJ1272300 Task Hours: 64.00 Account: 50110312 i Req it . PR9808040035 FACILITY REQUISITION 10/29/98 - 11 :51 Report: PR002 ----==-=W =___-___-- Page: 15 ---------------------------------- --------------___ --___-------------------------- Task #: 11 Requester: WAGLE, MARUTI -- JJ1272400 - x None -- pg None -------------------------------------------------------------------------------- Work: STRUCTURAL, The work consists of following structural items in bldg.48: Ref. SK-704-7508 1) Provide a support for water heater Rev.2 2) Provide an opening in the roof for exhaust fan (RVT-48-5) 3) Provide a support for one ton capacity single point hoist 4) Provide framing around wall openings 5) Remove existing bumps on the floor at the door openings 6) Provide a support for the GPS antenna on the roof 7) Remove/Reseal Bldg. 30 roof penetrations after antenna is removed 8) Install bolts to connect 8" wall and columns F1 and F2 . All the material including one ton hoist shall be supplied by the contractor. Call Maruti Wagle (x5514) with any questions . Doing Org: JJ1272300 Task Hours : 1012 .00 Account: 50110312 -----__---------------------------------------------------------------------_------- Task #: 12 Requester: QUIGLEY, FRANK -- JJ1272400 - x 2681 -- pg 1731 ---------------- --------------------------------------------------------------------_ Work: P.A.SYSTEM FEJR # 980549 Relocate ATM to BLDG. 48 Electrical/P.A, System 1. The majority of the following work to be performed is located in bldg. 48, however, some items address bringing a new P.A. system feed to the building. 2. Provide and install Main P.A. System terminal box located in New Network Room #38 located at 30-mezz. Col. o/19, contact Frank Quigley for exact location. 3 . Provide and install (4) 2" conduits from the Main P.A. System terminal box stub-ups to the cable tray above. Provide and install insulated bushings and nylon pull strings for each conduit. 4. From the Main P.A. System terminal box provide and install (5) #1414 shielded cables to terminate at the following locations. Provide and install the terminal boxes at the following locations as well as (1) additional terminal box located in Network Room #34 to serve as a splice point before cable runs to out buildings. Leave ample slack at both ends of each run. a) . Building #70-1 on column N/39 (to existing terminal box) . b) . Building #34-1 in Network Room. c) . Building #37-2 in Network Room #37 . d) . Building #48-1 in utility room. e) . From building #34 provide and install (1) additional #14/4 shielded cable to terminate in pull box on trestle between bldg. 's #34 & #37 for future use. Req #: PR980804003S FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02 ____________________ Page: 16 Utilize existing cable tray, trestle conduit, duct bank, etc. for pathways Refer to SK-704-7510 for information on the trestle. Terminal boxes mentioned in items #2 & #4 to have wireways and terminal strips . Contact Frank Quigley for design. Item $4 must be done at the same time the utilities are run to Building #48 under FEJR # 980576. S. In building #48 provide and install approx. 150' of >" conduit, boxes, supports, etc. between the Bay assembly area and the supervisors office along with whips to each speaker location along the run. This is to replace the non conduit runs for the P.A. system. See drawings FPV-109119 & FPV-109120 sheet #6 for locations . 6. In building #48 disconnect, remove wiring to all speakers. Replace with approx. 600'of new #16/2 shielded cable and re--wire all speakers . 7 . Provide "As Built" drawings to Gerry Haley (Electrical Inspector) upon completion of this FEJR for inspection and final approval. 8. Installation shall comply with all applicable articles of FSV-140. 9 . If you have any questions contact Frank Quigley ext. 2681. Doing Org: JJ1272300 Task Hours: 450.00 Account: 50110312 -------------------------------------------------------------------------------- Task # : 13 Requester: GALANTE, JOSEPH - JJ1272400 - x 2433 - pg 1723 -------------------------------------------------------------------------------- Work: ELECTRICAL - FIRE ALARM FEJR 980549 MOVE ATM TO BLDG 46 ELECTRICAL ALL THE ITEMS IN THIS FEJR WRITE-UP PERTAIN TO DRAWING FPV-109119 AND 109120 SHEET 6. CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. 1 . COORDINATE FIRE ALARM POINT SHUTDOWN AND FIRE ALARM DEVICE DISCONNECTION RELOCATION AND CONNECTION OF FIRE ALARM LOOP WITH SECURITY. NOTIFY SECURITY PRIOR TO DISCONNECTION OF DEVICES. 2 . PROVIDE AND INSTALL NEW EXPANDER PANEL BY PANEL P1A2, FROM SURPLUS AND EXTEND FIRE ALARM LOOP CABLE TO EXPANDER LOCATION. MAINTAIN EXISITNG FIRE ALARM SYSTEM. TEMPORARILY INSTALL AUDIABLE STROBES TO COVER THE BLDG. DISCONNECT AND REMOVE EXISITNG FIRE ALARM WIRING IN EXISTING CONDUITS. DISCONNECT AND REMOVE EXISITNG AUDIABLE/STROBES AND EXTEND CONDUIT TO NEW BACK BOX AND AUDIBLE/STROBE DEVICE. RELOCATE RELAYS THAT PERTAIN TO THE NEW OCCUPANCY OF THE BLDG. ALL CHEM STOR AFFILIATED DEVICES SHALL BE REMOVED. Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11: 51 Report: PRO02 ____________________ Page: 17 PROVIDE AND INSTALL REMOTE INDICATING LTG AND MODULES MTD ACROSS G-6000 ABOVE THE EXPANDER PANEL IN CORRIDOR. 3 . MAINTAIN THE EXISTING FIRE ALARM PULLSTATIONS THROUGHOUT THE BLDG AND PROVIDE AND INSTALL NEW DEVICES AS SHOWN ON DRAWINGS. 4, DISCONNECT AND REMOVE FLOW SWITCH ON FIRE PROTECTION STANDPIPE BEING REMOVED AT COL F/1 IN BLDG 48. COORDINATE WITH THE FIRE PROTECTION PIPE FITTERS. S. PROVIDE AND INSTALL NEW DEVICES AS SHOWN ON DRAWINGS AND AS REQUIRED, INSTALL NEW FIRE ALARM CABLING WITHOUT SPLICES. RECONNECT TO LAST DEVICE. 6. PROVIDE AND INSTALL NEW SMOKE DETECTORS FOR HEAT TENTS AS SHOWN ON DWGS. 7 . PROVIDE AND INSTALL EMERGENCY PULL STRING AND LIGHT OVER DOOR IN NEW TOILET AREAS. TIE PULL STRING DEVICES INTO THE FIRE ALARM SYSTEM. S. ALL FIRE ALARM DEVICES SHALT., BE PURCHASED BY THE ELECTRICAL ANYLISTS. 9 . COORDINATE NEW PROGRAMMING REQUIREMENTS WITH D. GALANTE X4825. DIRECT AND QUESTIONS REGARDING THE FIRE ALARM SYSTEM TO D. GALANTE. PROVIDE TESTING FOR THE WORK DONE UNDER THIS FEJR. 10. ALL EXTRA DEVICES OR DEVICES TAKEN DOWN AND NOT REINSTALLED SHALL BE RETURNED TO BLDG 35 FOR STORAGE FOR CONTINUING JOBS. COORDINATE WITH AL PADUCHOWSKI X2912 OR GLEN WANING X5874 . 11. LABEL DEVICES AS REQUIRED BY THE FIRE ALARM SYSTEM REQUIREMENTS. LABEL DEVICES AS TO WHAT ZONE IT IS CONNECTED TO. 12 . PROVIDE COVERPLATES FOR OPEN JBS AND SECURE CONDUITS TO STRUCTURE. WHEN WORKING IN THE AREA IDENTIFY CODE DEFICIENCIES TO THE ELECTRICAL ENGINEER. 13 . PROVIDE AS-BUILT DRAWINGS FOR THIS AREA. SUBMIT AS--BUILT DRAWING TO THE ELECTRICAL INSPECTOR FOR PROCESSING INTO CAD. THIS JOB SHALL BE REJECTED UNLESS THE AS-BUILTS DRAWINGS HAVE BEEN COMPLETED AND SUBMITTED. Doing Org: JJ1272300 Task Hours : 290.00 Account: 50110312 ------------------------___----------------------_---__-------------------------- Task #: 14 Requester: GALANTE, JOSEPH - JJ1272400 - x 2433 -- pg 1723 - ------------------------------------------------------------------------------- Work: ELECTRICAL DEMO FEJR 980549 ATM MOVE TO BLDG 48 ELECTRICAL ALL THE ITEMS IN THIS FEJR WRITE-UP PERTAIN TO CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02 ____________________ Page: 18 ****COORDINATE THIS FEJR WITH FEJR 980576 UTILITIES TO BLDG 48. 1 . DISCONNECT AND REMOVE EXISTING FLUORESCENT T-12 LIGHTING AND TRANSPORT LAMPS TO LAMP RECYCLING CENTER 30-1 X/33 . JUNK EXISTING FIXTURE. 2 . DISCONNECT AND REMOVE EXISTING EXPLOSION PROOF HPS FIXTURES AND PALLETIZE TO STORE IN BLDG 34 . COORDINATE WITH AL PADUCHOWSKI X2912. 3 . DISCONNECT AND REMOVE ALL EXPLOSION PROOF EXIT SIGNS AND BATTERY BACKUP CASINGS AND PALLETIZE TO STORE IN BLDG 34. COORDINATE WITH AL PADUCHOWSKI . 4 . DISCONNECT AND REMOVE THE EXISTING EXPLOSIONPROOF BATTERY EMERGENCY LTG UNITS AND PALLETIZE FOR STORAGE IN BLDG 34 . COORDINATE WITH AL PADUCHOWSKI . 5. DISCONNECT AND REMOVE THE 20A, 250V AND THE 20A, 480V PIN AND SLEEVE DEVICES AND REPLACE WITH 2OA, 120V RECEPTACLES AND 480V TWISTLOCK RECEPTACLES AS REQUIRED. PLACE THE PIN AND SLEEVES IN A BOX FOR STORAGE IN BLDG 34, 6. DISCONNECT AND REMOVE THE 2X4 LIGHTING IN THE OFFICE AREA ALONG WITH THE SURFACE MOUNTED DEVICES BACK TO A JUNCTION BOX ABOVE THE CEILING. LABEL JB WITH CIRCUITS AND PANEL FED FROM... 7 . DISCONNECT AND REMOVE BRANCH CIRCUITING TO THE ELECTRIC WATER HTR IN THE JANITORS ROOM AND THE ELECTRIC UNIT HEATER IN THE SHIPPING AREA. PROVIDE AND INSTALL A JB FOR THE ELEC WATER HTR BRANCH CIRCUIT AND LABEL JB ACCORDINGLY. EXTEND EXISTING ELEC UNIT HTR BRANCH CIRCUIT TO NEW LOCATION AND RECONNECT AS REQUIRED, 8, DISCONNECT AND REMOVE BRANCH CIRCUITING AND CONDUIT ON THE WALLS IN THE LARGE BAY AREAS FEEDING REFRIGERATORS. REMOVE ALL THERMOCOUPLE CABLE. 9 . DISCONNECT AND REMOVE THE REMOTE INDICATION BOARD IN THE FRONT OFFICE. DISCONNECT AND REMOVE THE WIRING UP TO A PULLBOX UP ABOVE THE CEILING. LABEL THE PULLBOX AS TO WHAT THE CONDUCTOR FEED. 10. DISCONNECT 3 ROOF TOP EXHUAST FANS. COORDINATE WITH DON FICKEN ON THE LOCATION OF THE FANS. COORDINATE WITH OTHER TRADES. EXH FANS 48-1, 48--2, AND 48-3 . 11 . DISCONNECT AND REMOVE THE EXISTING COPPER GROUND BUS ALONG THE WALLS TO THE FAR NORTH. EXTEND THE COPPER GROUND WHICH IS FED FROM THE STEEL COLUMN, WHICH SHOULD BE A #4/0, TO THE ELECTRIC ROOM FOR THE NEW 600A, 277/480V DP. 12 . FOR THE FIRE ALARM SYSTEM EQUIPMENT, REFER TO THE FIRE ALARM WRITE-UP. 13 . COORDINATE RELOCATION, RECONNECT AND ADDITION OF PUBLIC ADDRESS SPEAKER. COORDINATE WITH FRANK QUIGLEY X2681. Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRG02 ------- ------------ Page: 19 14. PROTECT ANDOVER CONTROLS THERMOSTATS IN AREAS WHERE DEMOLITION IS TAKING PLACE, COORDINATE WITH DAVE GAUDET FOR THERMOSTAT AND HVAC FAN FUNCTIONS. REFER TO HVAC TASK WRITE-UP FOR ADDITIONAL INFORMATION AS REQUIRED. Doing Org: JJ1272300 Task Hours: 250 .00 Account: 50110312 ------ ---------------------..-__-----------------_---------------------____------- Task #: 15 Requester: GALANTE, JOSEPH - JJ1272400 - x 2433 - pg 1723 -------------- ---------------------------------------_-__-___--------------------- Work: ELECTRICAL INSTALLATION FEJR 980549 RELOCATE ATM TO BLDG 48 ELECTRICAL ALL THE ITEMS IN THIS FEJR WRITE---UP PERTAIN TO DRAWING FPV-109119 AND 109120 SHEET 4, 4A, 9, 10. CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. ****refer to task #18 for down grade of scope of work as of 10/19/98 ****COORDINATE THIS FEJR WITH FEJR 980576 UTILITIES TO BLDG 48. 1. PROVIDE AND INSTALL NEW PANELBOARDS AS SHOWN ON DRAWINGS IN SHOP AREAS. COORDINATE FEEDER ROUTING WITH WALL OPENINGS AND THE CONDUIT RACKING FOR THE 600A FEEDER FROM BLDG 37 . KEEP FEEDERS AS HIGH AS POSSIBLE. PROVIDE AND INSTALL 200% NEUTRALS FOR ALL 120/208V PANELS. PANEL P1A2 PANEL P1C3 PANEL P1E3 PANEL P1F3 PANEL P1H2 PANEL P1H2A 2. PROVIDE AND INSTALL NEW 225A PANELBOARD IN ELECTRIC ROOM P1H3 AS SHOWN ON DRAWING. 3 . PROVIDE AND INSTALL NEW TYPE "Z" TELEPOLES IN NEW OFFICE AREA AS SHOWN ON DRAWINGS. INSTALL NEW TELEPOLES PER FSV--118. SECURE TO STRUCTURE AND LABEL AS REQUIRED. 4. COORDINATE THE INSTALLATION OF 2 DC POWER SUPPLIES WITH THE TEST SET PERSONNEL AND THE MILWRIGHTS. PROVIDE AND INSTALL FEEDERS AS SHOWN ON DRAWINGS. 5 . DISCONNECT, RELOCATE AND INSTALL A 30 FT SECTION OF DC BUS LOCATED IN BLDG 30-2 COL S/11 . COORDINATE WITH WALTER STEVES X6262 FOR SHUTDOWN OF 48V DC POWER SUPPLY AND DISCONNECTION OF SQ D DC BUS. TRANSPORT DC BUS AND BUS PLUGS TO BLDG 48 , INSTALL DC BUS AT 12'-0" AFF. SECURE TO STRUCTURE AS REQUIRED. COORDINATE WITH LTG AND OTHER TRADES. THE 400A DC POWER SUPPLY WILL FEED THIS DC BUS FOR THE POWER TO THE A Req #: PR9808040035 FACILITY REQUISITION 10/29/98 - 11: 51 Report: PRO02 =------------------- Page: 20 HEAT TENTS. 6. PROVIDE AND INSTALL DC FEEDER FROM THE DC POWER SUPPLY TO THE DC BUS DUCT TAP BOX AS SHOWN. PROVIDE AND INSTALL 480V FEEDER FROM PANEL P1H2A TO THE 400A POWER SUPPLY EXTERIOR DISC SW. 7 . PROVIDE AND INSTALL 2 BUS DUCT PLUG-INS FOR EACH HEAT TENT WITH 100A FUSES. PROVIDE AND INSTALL A 100A DC FEEDER FROM EACH PLUG-IN TO- EACH G9 DC DISTRIBUTION BOX ABOVE EACH HEAT TENT. COORDINATE WITH TEST SET FOR THE WIRING OF THE DC POWER BOXES. 8. PROVIDE AND INSTALL A 208V FEEDER TO THE 275A 48V DC POWER SUPPLY AS SHOWN FROM P1F3 TO THE DISC SW ON THE SIDE OF THE POWER SUPPLY. FROM THE TOP OF THE CABINET, PROVIDE AND INSTALL 2 CONDUITS TO A 4X4 WIREWAY FOR DC WIRE DISTRIBUTION TO THE TYPE Z TELEPOLES ON THE IAC BENCHES AND TESTSETS. INSTALL THE CONDUITS AS HIGH AS POSSIBLE. COORDINATE WITH THE TEST SET PERSONNEL FOR THE WIRING OF THE `DC POWER SWITCHES ON THE POWER SUPPLY. LABET.. ALL DC WIRING ACCORDINGLY. COORDINATE THE FLANGED COVER PLATE OF THE DC OUTLET WITH THE TELEPOLE COVER. PROVIDE COVER TO MOUNTED OUTLET TO TELEPOLE. VERIFY MOUNTING. 9. PROVIDE AND INSTALL A 4X4 WIREWAY AS HIGH POSSIBLE FOR THE DISTRIBUTION OF DC WIRING TO THE TELEPOLES AND TEST SETS, COORDINATE WITH LTG AND OTHER TRADES. , 10 . PROVIDE AND INSTALL TELEPOLES ON IAC BENCHES PER FSV-118 . COORDINATE MOUNTING HEIGHT OF DEVICES WITH RUSTY WRIGHT X3955 . SOME IAC BENCHES WILL GET 2 TELEPOLES 1 FOR AC POWER AND THE OTHER FOR DC POWER. EACH TELEPOLES SHALL BE LABELED RESPECTIVELY ALONG WITH CIRCUITING. LABEL THE BRANCH CIRCUIT WIRING ACCORDINGLY AS TO THE DC CIRCUITS IN THE TELEPOLE. 11. PROVIDE AND INSTALL A 10KVA UPS IN THE NEW NETWORK ROOM AS SHOWN ON DRAWING, PROVIDE AND INSTALL PANELBOARD P1F4 IN NETRWORK ROOM. INSTALL FEEDER TO UPS BYPASS CABINET FROM P1H3 IN ELECTRIC ROOM. WHEN FINISHED WITH INSTALLATION, CALL LIEBERT IN FOR START-UP AND TEST OF UPS. PROVIDE AND 1" CONDUIT FROM THE UPS TO THE DDC PANEL IN THE ELECTRIC ROOM FOR UPS STATUS. PROVIDE AND INSTALL POWER TO BAYFRAMES IN NETWORK ROOM PER FSV-153 . 12 . REWIRE EXISTING ELECTRIC UNIT HEATER IN SHIPPING AREA AS REQUIRED. EXTEND EXISTING 480V CIRCUIT AS REQUIRED. RECONNECT CONTROL WIRING AS REQUIRED. 13 . DISCONNECT AND REMOVE THE THREE 480V PIN AND SLEEVE DEVICES IN THE SHIPPING AREA AND PULL 2 OF THE CIRCUITS UP TO A PULLBOX FOR FUTURE USE. EXTEND THE THIRD CIRCUIT TO AN ELECTRIC HOIST LOCATED IN SHIPPING VIA A DISC SW ON THE WALL AS SHOWN ON DRAWING. LOCKOUT TAGOUT THE 480V FEEDER IN THE MCC THAT ARE NOT BEING USED AND TERMINATE THE FEEDERS PROPERLY, 14. PROVIDE AND INSTALL BRANCH CIRCUITING TO THE NEW ELECTRIC WATER HTR, EXH FANS, TELEPOLES , ETC AS SHOWN ON DRAWINGS. COORDINATE LOCATIONS WITH THE MECHANICAL ENGINEER AND THE MILWRIGHTS. f Req #: PR9608040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02 --------------===W== Page: 21 15 . INSTALL 208V ELECTRIC BASEBOARD HEATERS AND THERMOSTATS AS SHOWN, PROVIDE AND INSTALL BRANCH CIRCUITING TO THERMOSTATS AS REQUIRED. COORDINATE THE LOCATION OF THE ELEC BASEBOARD UNITS WITH DON FICKEN X3473 AND THE PROCESS ENGINEER. 16. PROVIDE AND INSTALL BRANCH CIRCUITS FROM PANEL P1H2A TO NEW HVAC EQUIPMENT ON THE ROOF. COORDINATE WITH DON FICKEN ON THE EXACT LOCATIONS OF THE EQUIPMENT. PROVIDE AND INSTALL 3R WP FUSED DISCONNECT SWITCHES NEAR THE EQUIPMENT ALONG WITH GFI WP RECEPTACLES FOR SERVICING AS REQUIRED, COORDINATE WITH J. GALANTE. 120V BRANCH CIRCUITS FROM P1H2 , 17 . COORDINATE THE INSTALLATION OF AN ANTENNA ON THE ROOF OF BLDG 48 WITH RICK BARRETT X5759. COORDINATE POWER TO THE ANTENNA AS REQUIRED. GROUND THE ANTENNA MAST TO BLDG STEEL. 18. PROVIDE AND INSTALL ESD PROTECTION PER FSV-111 TO THE FOLLOWING POSITIONS: 1 THRU 64 . ESD SHELVES, TEST SETS, HEAT TENTS, TELEPOLES ETC. 19 . PROVIDE AND INSTALL NEW FLUORESCENT LIGHTING THROUGHOUT THE BLDG AS SHOWN ON DRAWINGS. RECONNECT TO EXISTING 277V LIGHTING CIRCUITS. CONNECT SELECTED NITELIGHT FIXTURES TO SEPERATE 277V LIGHTING CIRCUITS AS SHOWN. PROVIDE FUSE PROTECTION FOR ALL LIGHTING PER FACTORY STANDARDS. MOUNT LIGHTING AT APPROX ll'-0" AFF. COORDINATE LTG MOUNTING HTG WITH OTHER TRADES. REFER TO FSV-120 FOR FIXTURE TYPES. 20. PROVIDE AND INSTALL NEW SWITCHES AND SWITCHING AS SHOWN ON DRAWINGS. 21. PROVIDE AND INSTALL NEW TEED EXIT SIGNS WITH EMERGENCY BATTERY UNITS AND LAMP HEADS. PROVIDE AND INSTALL BRANCH CIRCUITING AS SHOWN. 22 , PROVIDE AND INSTALL EMERGENCY BATTERY UNITS WITH REMOTE LAMP HEADS, REMOTE TEST STATIONS AND BRANCH CIRCUITING AS SHOWN ON DRAWINGS. COORDINATE AIMING OF LAMP HEADS IN THE FIELD WITH J. GALANTE X2433 . MOUNT MOUNTING PLATES TO DEVICE BOXES AS REQUIRED. 23 . COORDINATE THE ELECTRICAL TEL/DATA REQUIREMENTS UNDER A SEPERATE ELECTRICAL TASK WITH KEVIN WONG X5881 . ie CONDUIT, FS BOXES, CABLE TRAYS ETC. 24 . REFER TO THE ELECTRICAL - FIRE ALARM TASK WRITE-UP FOR FIRE ALARM WORK THIS FEJR, 25. LABEL LIGHTING SWITCHES PER FSV-105 TO IDENTIFY EACH SWITCH AS TO WHICH PANEL AND CIRCUIT FED FROM. 26. PROVIDE COVERPLATES FOR OPEN JBS AND SECURE CONDUITS TO STRUCTURE. WHEN WORKING IN THE AREA IDENTIFY CODE DEFICIENCIES TO THE ELECTRICAL ENGINEER. 27 . UPDATE PANELBOARD DIRECTORY AS REQUIRED. COORDINATE WITH SUPER USERS FOR PAC # AND PANELBOARD SCHEDULES AS REQUIRED PER FSV--105 . LABEL ALL DEVICES AND RECEPTACLES AS TO WHAT CIRCUIT THERE FED FROM AND WHAT PANEL. Req # : PR9808040035 FACILITY REQUISITION 10/29/98 - 11:51 Report: PRO02 =------------------- Page: 22 28. PROVIDE AS-BUILT DRAWINGS FOR THIS AREA, SUBMIT AS--BUILT DRAWING TO THE ELECTRICAL INSPECTOR FOR PROCESSING INTO CAD. THIS JOB SHALL BE REJECTED UNLESS THE AS-BUILTS DRAWINGS HAVE BEEN COMPLETED AND SUBMITTED. Doing Org: JJ1272300 Task Hours: 1420.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 16 Requester: GALANTE, JOSEPH - JJ1272400 - x 2433 - pg 1723 -------------------------------------------------------------------------------- Work: ELECTRICAL, -- TEST SET DC POWER FEJR 980549 RELOCATE ATM TO BLDG 48 ELECTRICAL CONTACT J. GALANTE X2433 WITH ANY QUESTIONS, 1. TEST SET PERSONNEL SHALL WIRE THE 275A DC POWER SUPPLY SWITCHES TO THE 48V DC CIRCUITS WHICH FEED THE IAC TELEPOLES AND TO THE TEST SETS. 2. THE UNITS SHALL, ALSO BE VACUUMED AND START UP TESTED BY TEST SET. 3 . VERIFY FUSING FOR AC AND DC FEEDERS INTERNALLY IN THE 275A DC POWER SUPPLY. Doing Org: JJ1272300 Task Hours: 40.00 Account: 50110312 ------------------------------------------------------------------_-------------- Task #: 17 Requester: BEARD, RICHARD - JJ1272400 -- x 2189 - pg None ---------------------------------------... ----_-_--__------------------------------- Work: DRILL PRESS MOVE FEJR 980549: Relocate Drill Press 1. Disconnect, relocate and install Drill Press (#600000-1162) currently located near Col. W-11 (30/2) to Position 17A on FPV-109119, SH.1. 2 . Secure Drill Press to floor with anchor bolts. Doing Org: JJ1272300 Task Hours: 0.00 Account: 50110312 ---------------------------------------------------------------------------------- Task #: 18 Requester: GALANTE, JOSEPH - JJ1272400 - x 2433 - pg 1723 -------------------------------------------------------------------------------- Work: ELECTRICAL REV1 DOWNGRADE OF SCOPE FEJR 980549 BLDG 48 DOWNGRADE OF SCOPE REV#1 ELECTRICAL ALL THE ITEMS IN THIS FEJR WRITE-UP PERTAIN TO Req #: PR9808040035 FACILITY REQUISITION 10/29/98 11 :51 Report: PRO02 ___ ____________ Page: 23 DRAWING FPV-109119 SHEET 4, 4A, 109120 SHEET 4, 4A, 10. CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. ****REFER TO TASK #15 FOR LABOR HOURS AND MATERIAL COST ****REFER TO TASK #15 FOR MORE DESCRIPTIVE INFORMATION RELATING TO TO THE FOLLOWING ITEMS. DO NOT DO THE FOLLOWING ITEMS IN TASK #15, 10, 17, L 18. ****DO NOT DO THE FOLLOWING ITEM IN THE FIRE ALARM TASK #13 6 . ****ALL AC AND DC POWER TO IAC BENCHES AND HEAT TENTS SHALL NOT BE INSTALLED AT THIS TIME. COORDINATE WITH J. GALANTE. REFER TO LATEST DRAWINGS. 1. COORDINATE DOWNGRADE OF SCOPE OF WORK WITH THE MECHANICAL ENGINEER AND OTHER TRADES. 2. REVIEW THE LATEST DRAWINGS WHICH SHOW CORE TYPE FACILITIES WITHOUT POWER TO BENCHES ETC. INSTALL ALL POWER PANELS AND FEEDERS AS SHOWN ON DRAWINGS. 3 . INSTALL DC POWER SUPPLIES, WIREWAY AND BUSDUCTS WITH ASSOCIATED FEEDERS ONLY AS SHOWN ON DRAWINGS. 4. INSTALL NEW LIGHTING AS SHOWN ON DRAWINGS. 5. INSTALL FIRE ALARM DETECTORS IN AIR HANDLING UNIT AND ELECTRICAL ROOM AT LOADING DOCK. INSTALL FIRE ALARMS DEVICES IE PULLSTATIONS, HORN/ STROBES, BATHROOM EMERGENCY CALL SYSTEM AS SHOWN ON DRAWINGS. 6. INSTALL TYPE "Z" TELEPOLES AND WIREMOLD AS SHOWN ON DRAWINGS IN OFFICE AREAS ONLY. 7 . INSTALL ELECTRIC BASEBOARD HEATING AS SHOWN ON DRAWINGS, 8. UPDATE PANELBOARD DIRECTORY AS REQUIRED. COORDINATE WITH SUPER USERS FOR FAC It AND PANELBOARD SCHEDULES AS REQUIRED PER FSV-105. LABEL ALL DEVICES AND RECEPTACLES AS TO WHAT CIRCUIT THERE FED FROM AND WHAT PANEL. 9. PROVIDE AS-BUILT DRAWINGS FOR THIS AREA. SUBMIT AS-BUILT DRAWING TO THE ELECTRICAL INSPECTOR FOR PROCESSING INTO CAD. THIS JOB SHALL BE REJECTED UNLESS THE AS-BUILTS DRAWINGS HAVE BEEN COMPLETED AND SUBMITTED. Doing Org: JJ1272300 Task Hours: 0.00 Account: 50110312 Req #: PR9808040035 FACILITY REQUISITION 10/29/98 -- 11 :51 Report: PRO02 Page: 24 Task # : 19 Requester: ROBERTS, CLINTON - JJ1272400- -- x4224 - pg 1732 ----------------------------------------------------_------------------------------- Work: MECHANICAL- DOWNGRADE OF SCOPE OF WORK MECHANICAL- DOWNGRADE OF SCOPE OF WORK 1. DO NOT do ITEMS 3, 6, and 7 in MECHANICAL TASK 1. 2. DO NOT do ITEMS 4 and 8 in MECHANICAL TASK 2 . 3 . DO NOT do ITEMS 1, 3,4, 5, 6,7, 8 and 9 in MECHANICAL TASK 5 . 4. DO NOT do MECHANICAL TASK 17 . Doing Org: JJ1272300 Task Hours: 0.00 Account: 50110312 ---------------µ---------------------_---------------- ----------------------------- Task #: 20 Requester: ROBERTS, CLINTON - JJ1272400 - x 4224 - pg 1732 -----------------------------------------..___------------------------------------------ Work: MECHANICAL-WALL DEMO 1. Demolish masonary wall that runs east-west adjacent to Col . line C1 between Col's. 1 and 3 . NOTE: Leave 32"of this wall from the inside face of the north-south aisle wall going east, floor to ceiling. 2 . Demolish masonary wall that runs east-west adjacent to Col . lane E between Cols . 1 and 3 . NOTE: Leave 32"of this wall from the inside face of the north--south aisle wall going east, floor to ceiling. 3 . Repair concrete floor as neccessary to acheive a smooth finish. 4. Use channel end caps originally intended for door openings to cover cut end of pilasters. (See Items 1 & 2) Doing Org: JJ1272300 Task Hours: 240.00 Account: 50110312 (DEL-OCATE ATM -rp ,�LDC�-, �{--S -- 57PUCTOPAL WWk 9 R65 9-9) "-M1-5 VVUPk CONSIST.- OP FOLLOW(NG ST PUCOPAL ITEMS Luw� . W W Lu W Coy I Ln }�2o VI-DE- �� s vPP� >zT -FOR A �vr)TE lz >*AT �Coo -" As S-WaVM DN SHT, 3 vaa - rrn � 2� PROv/D A� Q P EN tN� ( I t I2 x I IN TP& 1200F E,X�IAVST -FAN CPVT- +9-5) A5 s140bwf. GN SHT 4 _.3 'RGVt DE- A' S OPPOR�r FOP S TN -CAPACITV SINGLE.. pOt>t1T. HOtST r�S SHOWN ON SNT¢ 5 7 G 17 X 19 • PROV_t�� - �,41�r1�[C-� 0RO0 D FOUR WALL CYPErA11ICT_S. S'Er-- SRT. 1470 1 Exrs B()MpS -rHC- a' N PL.00� A7 T DO CIpF-NrNGs , fps 5�{DI�v� DPI S7-. E w� PPROVIDE A SUPPORT . , � fZ . -T E TE 1A N pN AS -.sf(0WM 0t S'PT. ' /3 -7) JZEMoVC/RESEA L_.3iDG-., o ..1zoof PEf�E TI2ATI Ord s Xi 7 tNCr LOCATFDI`1 .7"�e NrEtJi\)A p_E��TKCSTANDARD S� 12, TNrSTq_EL COr`�NEGT,S'wALLA o�G �._�wG FS �27_ AND cats �! TSW T kE w{{�.ID I DAD t.vN CI nIT L►' �) STjZ�lCT(�I2yL STEE� E� C-l�STt1�i A-3SP1*cs — SuOr' ; ] II.;1ED /1FTEg -FA-s PtC A r! oN HAR-DW. Al2E PER ASTA1 A-325 SPEC . 3) CorlC(ZETC- S�JALL T)VC-LO RC tj lluNjMI✓f1l ConiPffSSIV i &T9(--M CT-I H 01= 3S 00 PSz IN 2a b A YS 4- pErNfORCtM Cr STEEL SPALL ISC SHT I OF 19 2- ADr Co0 l0 ? le 9- C i0RU71 WALE REFE-PEN CE DPA W W c-rS f) 222-1073 -Sr-oo C lSsUc- -k2) - OFFIce PIPING- Ate DDUCTtvoPk uj=x 2) 222-I073 -56[Clss�� #�� - Raal� C-QOtPAIENT AN.D -DOLT vORk- h H N inoa ^Na FP1/ 0911 �7 � SIB, �0 CtssU f� 1A CNN — MANUFAC1012W - zUtLDo\JG- PARTIAL rLOOL PRAM EGUIPAlC�JT" LAYOUT CISSO.E # I) MAMUPAC TO PlIQ r .BUIL-DING PAR T IA L FLOOR PLAI.j . EQUIPMENT LAy00T . 5) 222- I073 -3Q�4 �ssu� 3� - Ft~00p PLAr\l fND b ETA tLs 6� 222._f073 -34-6CissoF :#4-) -3UrLD , SECTIONS AND WALL SECTIONS , -7 222- 1073 -34-7CISSUE#0 — P06f- PLANT AND `DLT-AIL 9) 222 —.I073 - 3t7 C ssuE FLooP I�.ar� FLEVATI ONS 9) 222 - r073 - 31 '3 C ss 0Et2) - R 0 0 F PLArJ 7 S ECT16N S ! 073 -319 CcsSuE # 2� - .St`cTION S DETAILS I� 222 - 1073 -- 105 ClssvE 4� (2) - I=oUNDATlpnt IDLAN 12) 222- 1073 - 116 CI ss UE 4t 2) - ROOF FI2f4fY3rNCr AHEM/ CA L S-FOPA6-E EVILD1uG L�-X7r,\1SION -S) ftA jDAFT? F3V - 2-72 Sk-- 0q- -7509 STANbARD FSV REV2 SST, 2 OF 19 10 29 - 7�r MARUrt WA6-Le Q � 0 CREF) - A wATE r2 NGATI;7 R N H F LL ulUAW +TNIcICC,00t3 �Ck }BAS' Ln00 Q73=56a LVATER L rnrRae tcichTlorv) N�ATE(2- 1 A r. . 'WA�.�- - . 'A42-q _AS SND:IN222N REF. bWGr. 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Floor t.� e �/y." �-1 v�.es �r }�►. ov N-r►'N � pLk..��'�m� '1r a" cal-eS far _ P,L m 0,j.N -r q5• ,41� �. nUTlo�us Ark A �t�X• ANfl �+ U1' 7o SL��2 ��8`{WA u It 1-lr� 2'Sll 2� �ir 11. 1! 2- S � r Q ,7TH I C.k s.c-oTE ^°, A uj S S 1 H H H r o /16 P M "fin. � MC li) (2 NNN • � - � S ... '1. - P•P S; XX . Ir � `;. IIv�LD�� TO , � ��E N t��G • �1160 0. � `t�OT�i Fr-R1�Cr�S. � p � 04 orrtG' N EE iroTK-9 - o J FILOQR' EL37,::J f V ) TE Pg6VIDf 7nnP0fA �` t • F- TItA .SUPF'Or T TO. ND�D Tf�E„WAL"L R$ VE R10� T4 T ISTtq LLATrDr4- '0 fo IFONTiqLr Mc"9X23i9 W(TH. WELJbEb PLE(ile X3t, 71 PL %2x3l1 10497 5 cTlarj M -M �AgUTI WAG-LE 1 14- L PL } t 6 x ! '- 4'� 7 , VINN, ` V IIZF hoN -Fo9.I2 �D�r vaa cnvncw - Ca� c CTE 1 C r:0TF S _ jCPL Co 2Etvio 1/I N E c�Qss T3R�c�NG `R�or�G� Li�tE F �� B�rwEEr� cols, �r �• �?- 7 �{ �► ;, : RAVE Co tsl fq G c rod �4 S lowI g 3x3 �3ETWEEN $��,'T44 6k .�E,O:Ck -WA L AND c.oLbnr�r4s 'AT. 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C�O C7, t a ZL `t4 { y \ l �1E Y4�, •C `._" ! ,i t.h`-ri. a�`�`'dF` ? :�' -� { 1 t_ I f--'�`I> — ..ysir Top�oF R-00R ,l - _t`y Y 7g ON GT� . �2 t T OTE r.: Y ['�o yr TE PG A R�l �P4RT, °Nay THE RTA L D H0-R12-DNT L .�Cr� - _ `" -�ly F p �c � l tY' dI ML `+ qF- GAP pETwEC- � 'TOP OF wSX3i AND BOT, OP WALL 12 WALL lil W W - - W W w AIWA e �AMM�� scRCly Inoo raa w8x3f Q 1=6 SPACING 1d STEM-P -MC t�X3S Sic i i54 , Yu�F, L r. .: NOTE 7 5 rat 6� N-� (TYP 2 Pt:cs) COTE t� 3/4 .CAR D!`t S'7�� L 07 rT s k-704=7sOg v.2. 3Xq- jl�rNINIUM EMb , 1NRS�E� S: IT l :0P 19 I T-Em # op4S3W4- 10-29--98 /<13 V 34--43 4-) MAFUTt WA(5LE- V 4+•� �J • •.v. ....v.r♦..i �V v �. r r ..•a.T V.�J I V I O V IL•^f V l l�l V V V V"t 1 " rcuye 010 J UNIBEAM CURB Tx T1 .. AZT. Q x Q I I.D. CURS 4TF I { TYP I H k 3 $ X 4 Ro x Ro' ROOF OPENING LEGEND 1. 11/2 3 LB. DENSITY RIGID FIBERGLASS INSULATION 2.WOOD NAILER 3. CURB FASTENING FLANGE 4. ROOF STRUCTURE-BY OTHERS 5. BACKDRAFT DAMPER-OPTIONAL NOTE.,*STANDARD HEIGHTS 8%12 18'INCLUDING WOOD NAILER. SH OF I � l 0 -"L9 9 a MAIeOT;I WAGLE- MATERlAL FULLY WELDED 18 GA.GALV.STEEL(EXCEPT WHERE'ALUMINUM` IS INDICATED ON CURB SCHEDULE) SUBMITTAL SHEET PENN VENTILATOR CO•, INC. RED LION AND GANTRY ROADS UNIBEAM (Cant) PHILADELPHIA,PA 19115 {AREA CODE 215�464.8900 Prefabricated Steel (Flashable) Root Curb IELE%Fl0.8-3-4b4S FAX K0d219}477.1647 . rM$Tx+AWWGILLUSTAATFS OUR FWNISTAWMN601Oa/RJ1MtCKYVtEM!'j4&"lH APPMOYLA.RA9+Ki8CM34>CFAJL5 FC,I FAaF1jCAn0K AS SUCK PF&W FORM ES-UC VEFdt1lATOR W 4L r'70�T P E RlTiFOAtaRT F FOR R[VLSIONS M ATE FIELD OA OT HM CHAI'GW"W-A N[LEA_SC FOR FABRIC lI IUN.PIAu",�IEp a MlUry:TCD NIT PEN"V[NTLATOR CO.JNC-P'd",PA MA RJUFRS AESER.D•MAY MOT DS pEPROOTy(,ED wJ7'[tALLY GR IN FULLVMMWT P WKSd10N FROMTHS FLJHLISHFA 8/9 2 WJRnt-ISC0"v%vED TO MANLIFACTUAS FAMWALY ORIN RJIl,USE OR SFLL LRHfiR TME.TAE'A400 OFCON6TNucnoN RFRPEBENFEDOR ANY INATmon w PLATE Je 1OA PRINTED IN USA ANY WAY ARATFA WERE" Yh ., .".- - - - ' .- vv� �v1 uv L.Y 11 :., vv... v-r. -• rafaC � a DOMEX (DIRECT DRIVE) t 's� DX08, 10 h:� r 84 DX16 r� 7 4 9 H c 5 .. 8 2 3 1� E 50- 7 CIA,-_ . OX13 C 9 10 2 3 _ g I-L 510C BASE I 7 . Ncw..nrLM.IG cu 8 5 IO 0axomrs trou - ---��E s?. �nriEOl �tsS! 7 LEGEND 1. HOOD - DISCHARGE APRON 6. SPUN VENTURI 2.TOP PLATE - 7. MOUNTING BASE 3. MOTOR MOUNTING BRACKET'S S. STRUCTURAL SUPPORT BRACES S K-70+-7S'o�'I2EV d. MOTOR 9. CONDUIT GUIDE S. CENTRIFUGAL FAN 10. ALUMINUM BIRD SCREEN SHT 10) or— `9 (WITH COOLING VANES M ARU rr WA&L G DIMENSIONAL E IMaal too, nxossR Dx1osl� ©xiIVsal�� ax13vsRIQ Dx16vsR LDM OX160 za-'/ 7 28 13-�/a 13 3!s 1220- u_j/z 80 9 /z 11-/ N OF CURB SHOULD BE 1 1/z' LESS THAN'E'xDIMcN51ON. 11-11 z0-'/? r OUTSIDE DIMENSIO 1 11•'!2 1 fi-1/, r ALL DIMENSIONS IN INCHES M ATE RIAL: SPUN ALUMINUM HOUSING IIVT 48S s. FAr4 �. RC- �. b� MEr�SIol`.s SUBMITTAL SHEET THE PENN VENTILATION COMPANIES DOM EX (Direct Drive) 9"5 GANTRY ROAD,PO BOA 521,4, ,MA.PA,Y1tS-T844 PITONS In s146�-w= FA)%msy�,.,r., Spun Aluminum Centrifugal Roof Exhausters +c9 A4CCUI:.S GARTTEA N.PO BOX;:ARN*L*M.C,UMC,CANAM.J2N A+ P}SON[.014 23]-GSM T FAX-(514)2014%Ao T,11!<ORAWtNG ILL=!!T -Ey OVA NNO!MMANOW0 OF ORDER REOWREALF},Ty.YAI(H AFPROYm,f1" Bllp4 V[MM710N Mttt4.NOT IC ArfPON&aA FOR R£V1S10NQ Rf T7•IE F1EL,D DR OTHER�R'Ei E.N1A OCT^"FOR FAMCATION. TIaIc Putws+Iw a FROTEClrD er l�rll VFMiI.AT10H CO.INC.. QtANaiS AFTER RELEAS@ FOIL FABMCA• FORM ES-DMS( It�LL,WR71p!/T PERNL5,9KM FA014 TI;FueLnrtEtL ND RL6Iirs OONVEYEO MA�!HEYERVEb.MAY NOT Etr M"*CUCW PAAtWLV CA IN NET1+04 of CONSTAUCIIDN RV4W.SrN-W GRANT RM91a"IN AItY TMT fCLkTED 7?�.PANTtµLF on tN F xi-use OR SELL ormw THE PAENTeD IN USA REV.1 FEBRWfiY M Z) Req #: PR9808130047 FACILITY REQUISITION 09/17/98 _ 08:59 Report: PRO02 ____________________ Page: 1 FEJR ff : 980576 Const Org: JJ1272300 MACCS Charge #: W980576000 Change # : 0 1Req Status: CONSTRUCTN Req Type: PLANT-REQ Wanted: Title: BLDG 48 ADDITIONAL UTILITIES, ELEC, TEL, CA, N2 Entered By: DELONG, BEVERLY - JJ1272410 - x 4974 - pg None Date: 08/13/98 Requester: GALANTE, JOSEPH -- JJ1272400 - x 2433 - pg None Auth: JJ1272400 Engineer: GALANTE, JOSEPH - JJ1272400 C- 0x2133 .S- ncr None Chgd: JJ1272400 Proj.-Code: OLS1 U ldg/Flr: 48 /01 vC //,L/ Q� Column: Est. Cost $ : � � `y Room: --------- DRAWING NUMBERS SHEET NUMBER(S) COMMENT ----------------- -------------------- --------------_--------------...._---------- 222 1073--560 222 - 1073-561 1� 222 - 1073-563 �1 � 222 - 1073-748 W0. FPV - 106275 4( 42 tG FPV 106275-A (4 FPV - 106277 (2 FPV - 107484--A 1 FPV = 107485-A FPV - 107486-A ?PV 107487-A 6 FPV - 109119 �1 � FSV _ 105 00 FSV - 250 ALL FSV - 286 L- 704-7505 1 503 ALL 504 ALL ALL 510 xxxxx 513 1 -------------------------------------------------------------------------------- kSSOCIATED ORDERS TYPE STATUS DATE COMENT ---w- 25221 FD-REQ 25310 FID--REQ OPEN 09/02/98 MVE38965006 EPPS-PO PIPE WIRE MVE38965012 EPPS-PO 2--ite panels MVE EPPS-PO doors (3)=parker 9/15 MVE EPPS-PO Titus/penn=luchner 9/15 MVE38964995 EPPS--PO ite600a pnl, 800apnl MVE38965013 EPPS-PO harmonic transformer .4VE EPPS--PO bathroom utilities=thompson 9 MVE EPPS-PO (57 items) plumbing=braman dow MVE EPPS--PO lavatory equip.= Specification Euw ,21 COOT SEP 1 7 J Req # : PR9808130047 FACILITY REQUISITION 09/11/98 - 08 :20 Report: PRO02 -----------=-===w = Page: 2 _------------------------------------------------------------------------------------ JUNK FACILITIES l OWNER DESCRIPTION STATUS TICKET # -------------------------------------------------------------------------------- T# Ml PF EL CP SM PT VIL LS TE TOT LABOR $ MATER $ ACCOUNT 01 200 240 200 40 40 12 732 34404 14800 S0110312 02 240 240 11280 4000 50110312 03 800 800 37600 67000 50110312 04 2000 2000 94000 75000 S0110312 05 1000 1000 47000 _ l00 50110312 06 220 120 40 380 17860 3500 50110312 420 480 2800 320 40 80 12 0 1000 5152 242144 179300 Approved: Approved: LA ACEiE, PET R Engineering E vironiner�l Date: Date: / / i i i [i R Req ##: PR9808130047 FACILITY REQUISITION 09/11/98 13 :54 Report: PRO02 ---==W-==--__=====w= Page: 3 Task # : 01 Requester: BEARD, RICHARD - JJ1272400 -- - --- x 2189 - pg None Work: MECHANICAL: BATHROOM ARRANGEMENT, PLUMBING AND VENTILATION FEJR: 980576 BLD 48 UPGRADE: BATHROOMS (COL Al TO B3) 1. INSTALL SANITARY DRAIN PIPE, FLOOR DRAIN AND CLEAN OUT NEAR THE B3 COLUMN AS DESCRIBED BY SKETCH SK-704--7502 AND SHOWN ON FPV-109119, SH 1 IN COMPLIANCE WITH STATE AND LOCAL PLUMBING CODE. DEMO WALL CLEANOUT. FIELD VERIFY THE INVERT. 2 . REMOVE AND JUNK WATER HEATER, PLATFORM, CEILING TILE, REGISTER, AND SUSPENSION GRID IN EXISTING JANITORS CLOSET. DEMO AND CAP CW AND Hirt PIPE FROM REMOVED WATER HEATER PIPE BACK TO THE HEADER. DEMO 1/2" DRAIN LINE FROM THE REMOVED HOT WATER HEATER UP TO THE TOP OF PIPE CHASE (SEE STEP 13) . REMOVE AND STORE JANITOR'S SLOP SINK AND FAUCET. CAP DRAIN, HW AND CW LINES. 3 . REMOVE AND JUNK DUCT & FIRE DAMPER IN THE EXISTING JANITOR'S CLOSET. CAP DUCT ON THE EXISTING TOILET ROOM SIDE OF THE WALL. DEMO WEST AND SOUTH BLOCK WALL OF EXISTING JANITORS CLOSET. DEMO THE BLOCK WALL THAT HELD THE FLOOR CLEANOUT (SEE STEP 1) . USE 4" CONCRETE BLOCK TO RECONSTRUCT WEST SIDE OF THE PIPE CHASE WALL 8" EAST OF THE ORIGINAL LOCATION AS SHOWN ON FPV--109119, SH 1 AND 222-1073-560. 4. CUT DOOR WAY HOLE IN THE WEST WALL OF THE EXISTING BATHROOM AS IDENTIFIED ON FPV-109119, SH 1. S. REMOVE AND JUNK TOILET AND LAV IN EXISTING BATHROOM. INSTALL JANITOR'S SLOP SINK AND FAUCET (FROM STEP 2) AS SHOWN ON FPV--109119, SH 1 . AND 222-1073-560. DEI.10 AND CAP REMAINING UNUSED PIPE BACK TO THE HEADER. 6. REMOVE AND STORE DOOR, FRAME CASING AND ACCESSORIES OF EXISTING BATHROOM. FILL VOID LEFT BY REMOVED DOOR TO MATCH EXISTING CONSTRUCTION. INSTALL STORED DOOR, FRAME CASING AND ACCESSORIES IN THE HOLE CUT IN WEST WALL OF EXISTING BATHROOM (SEE STEP 4) PER FPV-286 AS SHOWN ON FPV-109119, SH 1.. 7 . REMOVE AND JUNK EMERGENCY SHOWER LOCATED NEAR COL A2 . DEMO PIPE TO HEADER AND CAP, 8. REMOVE WINDOW (JUNK IT) AND DOOR (STORE IT TO BE USED ON FFJR 980549 IN BLDG 48 NEAR COL. A2) THAT IS IN THE WEST WALL OF THE EXISTING OFFICE. DEMO AND RECONSTRUCT WEST OFFICE WALL AS SHOSrN ON FPV-109119, SH 1 TO MATCH EXISTING.WALL CONSTRUCTION. 9 . INSTALL 3 -0 W X 71 -0 H DOOR NEAR COL. A2 AS SHOWN ON FPV-10911.9, SH 1. DOOR TO INCLUDE HALF GLASS, AUTO CLOSER, "BEST" ADA APPROVED LEVEL HANDLE LOCKSET/LESS CORE (OFFICE FUNCTION) , KICK PLATES, KNOCKDOWN FRAMME, AND 3 "HAGER" BB1168 HINGES. SEE FSV-286 FOR REFERENCE. 10. CONSTRUCT 4" BLOCK WALLS AND 4-1/2" METAL STUD & SHEETROCK WALLS THAT WILL 4 Req ##: PR9608130047 FACILITY REQUISITION 09/11/98 - 13 :54 Report: PRO02 ____________________ Page: 4 MAKE UP THE BATHROOMS IN THE COL. A3/B2 AREA AS SHOWN ON FPV--109119, SH 1. 11. INSTALL 3 -0 W X 71--0 H BATHROOM DOORS AS SHOWN ON FPV-109119, SH 1. DOOR TO INCLUDE AUTO CLOSER, "BEST" ADA APPROVED LEVEL PUSH/PULL HANDLE SET (BATHROOM FUNCTION) , KICK PLATES, KNOCKDOWN FRAME, AND 3 "HAGER" BB1168 HINGES. SEE FSV-286 FOR REFERENCE. 12 . PLUMB BATHROOMS PER SKETCH SK-704-7505 AND FPV-109119, SH 1 IN COMPLIANCE WITH STATE AND LOCAL PLUMBING CODE. 13 , FABRICATE AND INSTALL WATER HEATER PLATFORM PER SK--704-7508 . INSTALL WATER HEATER PER SK-704-7504 AS LOCATED ON 222-1073--560. DEMO ANY REMAINING UNUSED HW OR CW PIPING LEFT FROM THE REMOVED WATER HEATER IN STEP 2 . PIPE 1/2" DRAIN LINE FROM HOT WATER HEATER T&P VALVE TO THE EXISTING 1/2" DRAIN PIPE DESCRIBED IN STEP 2 AS SHOWN 222-1073-560. 14 , FABRICATE AND INSTALL CONDENSATE DRAIN PIPE SHIELD IN MEN'S BATHROOM PER SKETCH SK-704-7513 AS SHOWN ON FPV-109119, SH 1 . 15. INSTALL BATHROOM FIXTURES, SAFETY HAND RAILS, WATER CLOSET PARTITIONS, AND URINAL SHEELD PER SKETCH SK-704-7503 AS SHOWN ON FPV-109119, SH 1. 16 . PREP FLOOR IN BATHROOM AREA (COL A3 TO B2) AND INSTALL FLOOR TILES. 17 . PREP AND PAINT BATHROOM INTERIOR WALLS (COLOR: ALMOST BEIGE) AND EXTERIOR WALLS TO MATCH EXISTING INTERIOR COLOR SCHEME. 18 . INSTALL BATHROOM ACCESORIES, TO BE LOCATED PER FPV-109119, SH 1: MIRRORS - CENTER ON WALL ABOVE EA. LAV 40" MAX FROM FL TO BOTTOM OF MIRROR SOAP DISPENSERS - 48" FROM FL TO BOTTOM OF DISPENSER HAND TOWEL DISPENSERS - 48" FROM FL TO BOTTOM OF DISPENSER TRASH CANS - LOCATE PER FPV-109119, SH 1 . SAaN NAPKIN DISPENSER - 48" FROM FL TO BOTTOM OF DISPENSER HANDICAP W.C. TOILET PAPER DISPENSER - PER SKETCH SK-704-7503, SH 1. W.C. TOILET PAPER DISPENSER - 36" FROM BACK WALL AND 19" MINIMUM FROM FL. 19. INSTALL ROOF EXHAUST FAN RVT-48-5 (DOMEX FAN MODEL: DX11R W/BACKDRAFT DAMPER OPTION) , DUCT, AND TWO DIFFUSERS (TITUS MODEL: SOF-NT, 8" x 8") PER FSV-250 AND SK-704-7508 AS SHOWN ON 222-1073-560 & -561. HARD DUCT ENTIRE SYSTEM AND COORDINATE WITH REFLECTIVE CEILING PLAN AS SHOWN ON FPV- 109119, SH 10. Doing Org: J'J'1272300 Task Hours: 732 .00 Account: 50110312 Req #: PR9808130047 FACILITY REQUISITION 09/11/98 - 13 :54 Report: PRO02 =----===W-====--__-- Page: 5 Task #: 02 Requester: ROBERTS, CLINTON - JJ1272400 -- x 4224` -- - pg None -------•-------•--------------------------------------------------------------------- Work: MECHANICAL-PIPING PIPING-DUCTBANK 1, At Col. C-7 in Bldg. 37 at the ceiling above the mezzinine remove the existing 1"xl"xl 1/2" tee from the existing CA pipeline, remove the 1" line that goes south and then down below mezz. deck and attached piping, hangers, etc. Install a new 1 1/2"x 1 1/2" x 1" screwed tee, convert to Type L copper for the 1 1/2" branch to Bldg 48, install 1 1/2" Apollo Ball Valve w/S.S. ball and stem. Use Type L copper pipe w/wrought copper fittings and silver brite solder. After penetration thru wall use Type K copper pipe on all exterior piping including ductbank. See FPV-106277 Sht.2 for layout. Install new 1 1/2" Type K copper piping w/ wrought copper fittings and Silver solder on all exterior piping including ductbank for future Nitrogen supply to Bldg. 48. Install new 1 1/2'' Apollo Ball valves in both Bldg. 37 and 48 , purge and can. Label both lines accordingly both inside and out of Bldg's. Insulate both pipeline's with 1 1/2" Fiberglass insulation and metal cladding on the exterior portion of piping. See Dwgis . FPV-106277 Sht.2 , FPV-109119 Sht.2, and FPV-106275 Sht.4A for piping arrangement. 1A. All piping shall be done in accordance with the following FSV's: FSV--300, Piping Standards Specifications FSV-302, Air Line Quick Couplers Tru-Flate FSV-304, Pape Hangers FSV-309, Sht.2, Typ. Air Piping At Shop Bench FSV-312, Sealing Details FSV-313, Piping Identification Standards FSV-314, Specifications For Testing Pape Systems Contact Clint Roberts at X4224 or Page 1732 with any Mechanical Questions regarding this FEJR. Doing Org: JJ1272300 Task Hours: 240.00 Account: 50110312 -------------------------------------------------------------------------------- Task # : 03 Requester: GALANTE, JOSEPH -- JJ1272400 - x 2433 - pg None -------------------------------------------------------------------------------- Work: ELECTRICAL FEJR 980576 UTILITIES FOR BLDG 48 ELECTRICAL ALL THE ITEMS IN THIS FEJR WRITE-UP PERTAIN TO DRAWING FPV-106275, 106275A, 109119, 109120 SHEETS 4, 4A, DRAWING 222-1073-748 CONTACT J. GALANTE X2433 WITH ANY QUESTIONS. Req # : PR9608130047 FACILITY REQUISITION 09/11/98 - 13 :54 Report: PRO02 =_=---=M== =_ ___-- Page: 6 *****COORDINATE SHUTDOWN OF LC#24 Y SIDE WITH GERRY HALEY. ***** 1. PROVIDE AND INSTALL NEW 600A, 277/480V, 3PH 4W FEEDER TO BLDG 48 FROM LOADCENTER #24 FEEDER BREAKER 5A AS SHOWN ON 106275-A. COORDINATE SHUTDOWN OF-LC#24 Y SIDE WITH GERRY HALEY X3894 AND BOB BARTLEY X 2255. PROVIDE A1,][7 INSTALL EXPANSION FITTINGS AS REQUIRED THROUGH EXPANSION JOINTS. 2 . INSTALL NEW FEEDER HIGH IN MEZZ. AND IN BLDG 48 . PENETRATE BLOCK WALLS IN BLDG 48 TO PASS THRU EACH AREA AND INTO THE ELECTRIC ROOM. 3 . PROVIDE AND INSTALL NEW PULLBOXES AS REQUIRED IN BLDG 37 AND 48. SIZE PULLBOXES PER MEC. 4 . COORDINATE NEW STRUCTURAL SUPPORT RACKING FOR NEW EXTERIOR CONDUIT ON THE EXTERIOR OF BLDG 37 AND BLDG 48. PROVIDE AND INSTALL NEW STAINLESS STEEL PULLBOXES SIZED AS REQUIRED BY MEC. COORDINATE LAYOUT OF PULLBOXES ON WALLS WITH THE DUCTBANK UP TURNS ,THE FOOTINGS OF THE BUILDING AND THE STRUCTURAL RACKING ON THE SIDES OF THE BLDGS. COORDINATE WALL SPACE FOR PULLBOXES ON BOTH BLDGS. 5 . PROVIDE AND INSTALL CONCRETE ENCASED DUCTBANK AS SHOWN ON DRAWING 106275 SHEET 4A FOR POWER AND TEL/DATA TO BLDG 48 FROM 37 . COORDINATE WITH PERINI FOR CONSTRUCTION TIME, DEMOLITION AND STRUCTURAL RACKING FOR GRS CONDUITS TO BE CONSTRUCTED. REFER TO DETAILS DWG 106275 SHEET 4A. PROVIDE AND INSTALL A PULLCORD THRU THE ENTIRE LENGTH OF THE SPARE TEL/DATA 4" CONDUIT. PROVIDE AND INSTALL RED WARNING TAPE FOR BURIED DUCTBANK. ALL EXTERIOR CONDUIT FOR POWER AND TEL/DATA SHALL BE GRS, SEAL BLDG PENETRATIONS AS REQUIRED. PROVIDE GROUNDING FOR ALL CONDUITS, PULLBOXES, ETC. PER CODE. INTERCEPT BLDG 48 4/0 GROUND GRID AND CONNECT THE NEW 2/0 GROUND TO IT FOR NEW 600A SERVICE. LABEL NEW 600A, 277/480V, 3PH 4W DP ACCORDINGLY WITH SERVICE STICKERS. 6. PROVIDE AND INSTALL NEW 600A, 277/480V, 3PH, 4W DISTRIBUTION PANEL ANLONG WITH A 800A, 120/208V, 3PH 4W DP AS SHOWN ON SHEET 109120 SHEET 4 AND 4A. EXISTING PANELBOARD AND TRANSFORMER SHALL BE RELOCATED AS SHOWN TO ACCOMODATE FOR NEW DP LAYOUT WITH 225KVA TRANSFORMER. 7 . PROVIDE AND INSTALL TVSS ON 800A PANEL CONNECTED TO BUS OF 800A PNL. CONTACT AL PADUCHOWSKI OR GLEN WANING FOR THE TVSS. TVSS IN STOCK. 8 . AT THE MCC IN BLDG 48 ELECTRIC ROOM, REMOVE SECTION/TUBS D5 & D6 AND INSTALL NEW 200A SWITCH SECTION. THIS SECTION REQUIRES 36" Req # : PR9808130047 FACILITY REQUISITION 09/11/98 - 13 : 54 Report: PR002 =__==w= --__-- -- ----_--------- Page: 7 OF VERTICAL SPACE. 9. COORDINATE SHUTDOWN OF DDC PANEL IN ELECTRIC ROOM WITH DAVE GAUDET X3786. REFEED DDC PANEL FROM RELOCATED PANELBOARD IN ELECTRIC ROOM. J 10, COORDINATE THE ELECTRICAL TEL/DATA REQUIREMENTS UNDER A SEPERATE ELECTRICAL TASK WITH KEVIN WONG X5881. ie CONDUIT, FS BOXES, CABLE TRAYS ETC. 11. UPDATE PANELBOARD DIRECTORY AS REQUIRED. COORDINATE WITH SUPER USERS FOR FAC # AND PANELBOARD SCHEDULES AS REQUIRED PER FSV-105 , LABEL ALL DEVICES AND RECEPTACLES AS TO WHAT CIRCUIT THERE FED FROM AND WHAT PANEL. 12 . PROVIDE AS-BUILT DRAWINGS FOR THIS AREA. SUBMIT AS-BUILT DRAWING TO THE ELECTRICAL INSPECTOR FOR PROCESSING INTO CAD. THIS JOB SHALL BE REJECTED UNLESS THE AS-BUILTS DRAWINGS HAVE BEEN COMPLETED AND SUBMITTED. Doing Org: JJ1272300 Task Hours: 800.00 Account: 50110312 - -_-- Task # ; 04 Requester: WONG, KEVIN - JJ1272400 -- x5881 - pg None Work: ELECTRICAL /DATA Fejr# 970576 Building 48 Utilities Electrical/Data 1 . See drawings FPV-109119, FPV-106120, FPV-106275--A, FPV-107466-A, FPV-107485-A, FPV--107484-A, FPV-107487-A sheets 6 and sketch SK--704-7510 for locations. 2 . Building 48 a. Remove all communications conduits and equip. Coordinate with John Gage ext. 5099 pager 1332 . b. Install cable tray in nework room 48 per revised FSV-153 and review drawings for cable tray and bay frame details. c. Install 240'-4" EMT from the NTW 48 to column Cl and label conduits data. d. Provide lightning protection for network room. e. Install, communications antenna on roof. 3 . Building 37 a. Install 280, 4"-Emt frm column C8 to 5'S column A4 and to the network room label conduits data. Req #: PR9808130047 FACILITY REQUISITION 09/11/98 - 13 : 54 Report: PR002 ------ ------=====M= Page: 8 b. Install 1-3X3x2 pull box and label data. 4 . Trestle a. Install 4-2X3X2 weatherproof pull boxes and label data. b. Install 800'-4" Al. conduit and label data. c. Install 1-4" Al conduit from pull box into building 34 to the network room and label data. S. Building 70 to Ntw 34 a. Install 1200' 4" EMT from column Z39 to network room 34 and label data. b. Install 3-12X12X 12 wireways and label data. c . Install 1-3X3X12 pull box and label data. 6 . Building 70 to 30 a. Replace saddles in 12" AT&T cable tray with fiber horns both sides back building riser near the new network room 28. 7 . Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107 . S . Provide as built drawings with electrical package. As builts must be forwarded to electrical inspector for final inspection and approval . 9 . If you have any questions contact Kevin Wong at ext. 5107. Doing Org: JJ1272300 Task Hours: 2000.00 Account: 50110312: J Req # ; PR9808130047 FACILITY REQUISITION 09/11/98 - 13 :54 Report: PRO02 _________ _____ Page: 9 - - - - ---^--- Task # : 05 Requester: WONG, KEVIN - JJ1272400 -- x5881 - pg None Work: FDREQ 25221 TELE/DATA Fejr# 960576 Utilities for Building 48 Tele / Data 1 . See drawings FPV-109119, FPV--106275--A, FPV-107486-A, FPV-107485-A, FPV--107484-A, FPV-107487--A sheets 6 and sketch SK-704-7510 for locations and FDREQ 25221 for data description. 2 . Install phone cable from the main phone room to NTW 34 and terminate. 3 . Install Bell fill phone cable from NTW 34 to building 48 and terminate. Copper cable shall be lightning protected. 4. Install fiber optic cable from the data center to NTW 34 and terminate. 5 . Install gell fill fiber optic cable from NTW 34 to NTW 48 and terminate. 6 . Remove all communications equipment frm building 46. 7. Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107 . 8 . Provide as built drawings to electrical inspector for final inspection and approval . 9 . If you have any questions contact Kevin Wong at ext. 5881. Doing Org: JJ1272320 Task Hours: 1000.00 Account: 50110312 Req #: PR9808130047 FACILITY REQUISITION 09/11/98 - 13 :54 Report: PRO02 ----- -------------- Page: 10 - Task # : 06 Requester: ROBERTS, CLINTON -- JJ1272400 -- x 4224 - pgNone -------------------------------------------------------------------------------- Work: MECHANICAL-NETWORK ROOM 1 . Create a new network room near Col .E--4 in Bldg. 48 . Remove and surplus overhead door and all tracks, operator, etc. Block up existing opening with concrete block and mortar. Remove and surplus Emergency shower/eyewash station and smock cabinet.Take piping back to block valve at header and cap. Install block valve if neccessary per FSV-300. Remove and surplus bar racks. 2 . Paint all walls in new room. COLOR: Almost Beige 3 . Install 3/4" AC-Grade plywood sheeting on all Network room walls (3x-69) Plywood shall be installed 8" from finished floor and be 8'-0" high. All plywood shall have 3 coats of fire resistant paint,See Notes below. NOTES:A. ) Paint plywood as follows : First coat- Alkyd enamel undercoat 0 470 sq. ft. per gallon, Second and Third coats- Benjamin Mbore Retardo Latex Fire Retardant Paint #220-01 or approved equivelant 0 300 sq. ft. per gallon, B. )Fire Retartant plywood may substituted and painted to match walls. 4 . Install new ESD carpet tiles in room 2x-86. Color: Moondance 5 . Install new 6" black plastic base cove on all walls. 6. Install 4 equipment bay frames as indicated on Dwg. FPV-109119 Sht.1 in new network room. Secure to floor per standard practice. Contact Mike Quinn at x5107 for bay frames. Note: All materials for Items 1, 2, 3, 4,and 5 shall be ordered by the mechanical analyst. Contact Clint Roberts at Ext.4224 or page at 1732 with any mechanical questions regarding this fejr. Doing Org: JJ1272300 Task Hours : 380.00 Account; 50110312 Task #: 07 Requester: WAGLE, MARUTI - JJ1272400 -- x Drone--- ---- pg None Work: STRUCTURAL For the 4 inches thick brick walls, provide one longitudinal W1.7 wire spaced not more than 16 inches (vertical.ly)_or one longitudinal no.4 bar spaced not more than 4$ inches . Horizontal reinforcement shall be provided within 16 inches of top or bottom of masonry walls . Also provide vertical reinforcement of at least one no. 4 bar spaced not more than 48 inches . Vertical reinforcement shall be located within 16 inches of the ends of masonry walls. Doing Org: JJ1272300 Task Hours : 0.00 Account: 50110312 ...q rw n°m acwwr no.w o-.[cnol o,Mw. 2" VENT U? 1N WALL p Grc cn.mr ro o sn.e 2`�f CONNECT TO EX1STtNC 4" �] VENT WITH NEW 4" VENT i .0 REMOVE EXISTING WALL. CLEAN OUT =y2.1�' }.s, y AND CAP. CONNECT NEW 4" v ` SANITARY TO EXISTING 4" SANITARY. FIELD VERIFY EXISTING SANITARY � 4,�� INVERT PRIOR TO SAW CUTTING �1 L, REMAINDER OF EXISTING FLOOR. ��`' `� t• 11� r r� 5 LUCENT TECHNOLOGIESNORT NONE R.G.Vanderweii Engineers, Inc. MASS KUSE ER LtAS5ACHUSETTS °aia B/28/98 BUIL01W,, 48 274 Summer Street-Boston,MA 02210 BATHROOM SANITARY DRAIN ISomETRIC $K 704-7502 T & P RELIEF VALVE VACUUM RELIEF 3/4" HW 3/4 ,CW J � ELECTRIC s s BALL VALVE I WATER UNION (TYP.) HEATER REFER TO SKETCH RUN DISCHARGE PIPES S<--r0+--'508 TO JANITOR'S SINK FOR PLATFORM STUCTURE REQUIREMENTS CEILING LINE CALV. STEEL DRIP PAN WITH 3/4" DRAIN TO JANITOR'S SINK NOTE; WIRING BY ELECTRICAL CONTRACTOR 0 x xx ELECTRIC WATER HEATER DETAIL (ABOVE CEILING) NTS LUCENT TECHNOLOGIES NONE NORTH ANDOVER NO R.G. Vanderweil Engineers, Inc. MASSACHUSETTS Atli. 274 Simmer Street-Boston,MA 02270 BUILDING 48WATER HEATER DETAIL FEJR F 930549 -704-750 EXISTING 1 1/2" COLD WATER, FOR CONTINUATIONREFER 70 ORA157NG 222-1073-560 —NEW 3/4" HOT WATER. CONNECT TO 3/4" HW !r CW RISE TO ELECTIC EXISTING HOT WATER PIPING FEEDING WATER HEATER LOCATED ABOVE EXISTING JANITOR'S CLOSET AND CEILING. FOR DETAILED WATER EXISTING SINK IN 70ILET ROOM HEATER PIPING REFER TO SKETCH SK-704-7804 CONNECT TO EXISTING 1 1/2- CW WITH NEW COLD WATER LINE r^ s` EXISTING 1 1/2" COLD WATER TO EXISTING JANITOR'S CLOSET NEW 3/4" HOT WATER AND TOILET ROOM. REFER 70 DRAWING 222-1073-560 FOR CONTINUATION WC-IA SHUT OFF VALVES (TYPICAL) Sv -1 1 1/2" W,5-,-1,A I 1" ACCESS PANEL QR-1A ` 1 t/2' INK L 1 1/2' AP SINKS / 3/4' 1/2_ 1/2" WC-1A a WATER CLOSET (HANOICAPPEO ACCESSIBLE) L 3/4' WC-1 WATER CLOSET ACCESS PANEL UR-IA URINAL (HANDICAPPED ACCESSIBLE) (2) WATER HAMMER ARRESTORS SK-1A LAVATORY (HANDICAPPED ACCESSIBLE) OF-1A DRINKING FOUNTAIN (HANDICAPPED ACCESSIBLE) LUCENT TECHNOLOGIES s<°" R.G.Vanderteil Engineers, Inc. NORTH ANDOVER NONE MASSACHUSETTS Dat. rw 8/17/98 274 Summer Street-Boston,MA 02210 BwLDING 48 BATHROOM PLUMBING PIPZ ISO SK-704-7505 I 1 ry (2) 4"AL. CONDUIT (DATA) CONNECT TO EXISTING CONDUITS { O ON TRESTLE (2) 4"AL. CONDUIT (DAT ) .� Py� xI .1.3oX.. L` ONNECT TO EXISTING C NDUITS NEW 7RESTLE ON TRESTLE 1'-----,-XISTfNG TR STLE EXI S ING TRESTLE I t��ti 13oX -2-x x-z C�7 Zpti;3KyyZ PV tt - I V\\ Vp (2) 4"AL. CONDUIT (DATA) INSTALLED ON TRESTLE I i . r 6/;E/76 517E PLAY TP.ES E L tiSwo 1 5 3 I )IE RP-Txt.VaLLLY WORKS R71;A\�ovER VASS w... --..,s._� 75-1 0 16 7 , or/,) 16 i } C--2 f "E 1;��:� t N �d�r "'�,C,:•f•_'�:_=tea '�: i •�--� �, N C7 N� SCALE a C Lucent Technologies 0 Be,i 1�G+iMmacb�+ NO. OF SHEETS PEA SET SEE SHEEl S �Il g 9HEE' • L i -]- •- _.! .-. "- '--•-`-'- --!- mot ? -- ` �_...-_� i--�•--° r-1- - r _l._1__ _ _...�-._�.:�.+ .`....�_ j I t i _ - - 56'min.with wall-n-K>nted flush valve type toilet 42'mtnlmun 57 minimum with floor-rnounted yf,side approach - tank type toilet f 1 4'mcndrnurn, — -mhlmcxn 9'cltiarance between placement of doc bottom of the partittcn and the floor ` � � from edge of sta3 _-..._�_ ___---.-• at these two walls allows addmonal . - - 4 ri�ertng space for wheelchalm r f1t contrd to u open side of stall � ` 1 arrows Indicate - - m dlrectton of approach E + :. ° - -� 48'minirriLan front and hinge slde approach QL Minim C ontttyLlbl ZS - _:-_.. t.. k ....' toilet paper - a 14sped' max,,,. •42' hlmt ;` ..F.. .'�> } --- !drab bar akO -•: •,�} 6Ci9 grab tsar�s___7. _ ��, :�•y..^, .�. . acceptable f -f:z�. _ =.tit. .: vc�f�y�,f n-4A. - - w`_kf.'J!•�:..:i�_.ir F_'ry��-. ;. �j:-d.-T?t�c:dt;? .";$ism,;:�'y'IA�tSI� r!Yt:}�(d�F1Tr1A �'yS�r�'�':`�'i'ri,3f:�.•...':;1"t:Cw• - ::r:. S O i�66 Inch Std' I .._-__,._-. .. - ... •"-. .... _-_.i ..._.:'«:-...�...:. Lam.�[_- __...:. :.. :. .-. _.__ w ._ _ ..__ _.._...--..«-'_�-__•_.-____ z ` 75C rz SCALE : MGi/ iYl�i�fT.� 4 ... - Lucerrt Technol ogle s y� Nil Lb fn.wr,:un y N0. OF MVE7S PER MT SS£ 'SKET t .. M i s • -rlt:IA 1 34'ma)drTvim to _.:. ..... .. - rim or counter _. 29'r rJnlm=to .. -...._.-- bottom of apron .... :y > E from wall _ from front. 00�o • . 3 . lavabry ArgG, Knee 5,pce cind Toe Sp=B of i.cvatories SCALE. 0. Lucent Teci+nologtes 90. Of SHEETS PER SET SEE SHM t+7 !1'E N p = R % 4 ..-, 7 . ........................................................ . 7. _ 1}. .a.) J"i1. !pf. y�.-.'•r F_.] .1..i. I y. L. I ..� .I i E i r I i i ] _ 3 -22 :3pftvw V Lu [ l ;�i- ;_. T i �8;S6� f1S.vz �J9�56�Sf1S.�z J•I � I a I I I.-. I �. -r-4-4-�..I I ujjnLtJ}1COltt,[ ! r: ::.. .... - E •:is::fi:�: . r: i •- . ....... , 1 •• v .%r�.�r I I, i }f:rrt•� f ! 3rtSS E "Y•3•f1 Nr,03tNxLw , 1 � 1 1 48'mhn nun sNefds whdch extend cot beyond the front of _.. ... Urinal with Shields Me uinal but less 29 Inches or 30 inches Apart O than 24'from tho we mast be a mJr-Jm= E $ of 30'mart u shlelds which do not extend beyond ft)e front edge of the urinal may be space, a mlNmun of 29,apc toilet Urinal with PartHions 36 Inches Apart shields/parfitiors wNch project more _..._. than 24'from the s uinal p wan must be a E minlmun of W apart lavatory ui U SCALE 0. Lucent Technologies IelI LOt W.O.Iwm .. No. ce SHEETS PEA SET SEE SHEET t vl 7r up poor„� 0177rICES OF: ~° Town Of 120 Main Street APPEALS , . North Andover, WILDING NORTH ANDOV ER tvtassnchuselts 0 1845 Ht Al TH PLANNI c s PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELS0,N, DIRECA'013 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 facility as defincd by MGL c 111, S 150A. The debris will be disposed of in: L011-1 iu ceF- (Location of Facility) Sig t of per Applicar>at Dat NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector. BUILDING RECORD OCCUPANCY 12 FAMILY siowifs THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS, WITH PORCHES. GA- 'AENTS RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION FOUNDATION 8 INTERIOR FINISH FTE a , ? = C- f,?T7-l��lf .D7I�JCr¢-•7"�ilaJ�� rf'� -�5 ETE BC'K. PINE __ _ DR STONE HARDW D —_ �� f� � FEASTER DRY WAlt C/v a - UNFIN, BASEMENT 1 ULE FIN, B-M'T- AREA _ FIN. ATTIC AREA q Y FIRE PLACES 'OOM MODERN KITCHEN WALL$ 9 FLOORS ---- __--- - - - __- -- - ARDS B I IDING CONCRETE SHINGLES EARTH _ T SIDING HAROW D 75 SIDING COMMON TIDING ASPH.TILE ON MASONRY ON FRAME 3N MASONRY ATTIC STRS, L FLOOR )N FRAME bR CINDER BLK. ON MASONRY WIRING aN FRAME _ SUPERIOR €� POOR ADEQUATE f NONE ROOF 10 PLUMBING L HIPMA BATH #3 ( — MANSARD TOILET R FIM. 2 FIX.) SHED WATER CLOSET _ f SHINGLES LAVATORY LIINGES KITCHEN SINK _ NO PLUMBING _ ,RAVEL STALL SHOWER 7OFING MODERN FIXTURES TILE FLOOR TILE DADO FRAMING 11 HEATING JOIST PIPELESS FURNACE FORCED HOT AIR FURN. HMS. S COTS. STEAM ChS. &—COLS. HOT W-T-R OR VAPOR RAFTERS _ AIR CONDITIONING RADIANT H'T'G UNIT HEATERS NO. OF ROOMS GG lS .I TRIC 3rd I_...._ NOELECHEATING V , I. 6 N�R7" own of t Andov' er p No. _ - _ - nt �• �g dover, Mass., �EC • 3 0 . 1998 (CONTROL * � GV'F''EStflvll4J[� O LIKE �A-0_Co CKICKEW ICK 1` -9 qret> A StiS` BOARD OF HEALTH PhRM11__ 11 Food/Kitchen Septic System • BUILDING INSPECTOR THIS CERTIFIES THAT. `. . �N�.�. 1 is i..... w�L ram( -....t,..a....fit- -.�.............. �/ Foundation • ( �.... has permission to �.��....tr1��....A4':1�`1iC. buildings on......�L�....�'d�S��....�"�.»...... %. ......�.. Rough to be occupied as �erwr• t4laKF'14 t1:R.t i7L+ s( CLSC' Aeb S• Chimney • ................... .......... ..................... provided that the person accepting this permit shall in every respect conform to the terms of the app[i ion 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 n 0 PERMIT EXPIRES IN 6 MONTHS ELEfJf GTRI INSPECTOR UNLESS CONSTRUCTION STAR S gagsTRuai0N Rough .................................................................. . ........•--- -- -- .......... Service BUILDING INSPECTOR Final CONTROL t0N..S1iRUCT10N 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.�3s-- Burner Street No. Smoke Det. Nor own ofAndover r 0 * � cost z-- �- � lover, Mass., I EC 3 D 1999,- CONSTRUCTION �0 '9A CO CKICMEWrCK ASS q�E� A BOARD OF HEALTH Pr. RM111 T -D Food/Kitchen Septic System • BUILDING INSPECTOR THIS CERTIFIES THAT.4........ �......... . �rP. �... .. is 1.....L�� t,',L*btM' �'....t*.0 .... �.? ..-.............. �w !"" Foundation has permission to 14 m..Kft. M buildings on .. IkP� ....i;;:?;0�0� :.....� .'" tough to be occupied as............. �C s�`�`....MR►�kF u a .�o�4-....sow-dr --.4.0 rx, s. Chimney ......... ... .... provided that the person accepting this permit shall in every respect conform to the terms of the applicIii o n nn 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. in ugh PERMIT EXPIRES IN 6 MONTHS CONTROL ELECTRI INSPECTOR UNLESS CONSTRUCTION STAR S ONSTRUCTION Rough ........................... Service BUILDING INSPECTOR Final CO�7ROL tmmunm 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 0 iS Z v�f 16� 3 9• Street No. Smoke Det. APPLICATION FOR PERMIT TO BUILD -- NORTH ANDOVER, MASS. PAGE 1 A.-, dq0. LOT NO. 2 RECORD OF OWNERSHIP DATE (BOOK PAGE 'ONE SUB DIV. LOT NO. _OCATION PURPOSE OF BUILDING _ ?WNER'S NAME - GENT IEGy�VoLDC C, NO. OF STORIES SIZE 3WNER'S ADDRESS 1600 5 6 0&)4� �S7' BASEMENT 0R'SLAB� � 1G ,RCHITECT'S NAME _ '- SIZE OF FLOOR TIMBERS 1ST 2ND 3RD 3UtLDER'S NAME ,V wLdjz o �,<� /I SPAN ' 7ISTANCE TO NEAREST BUILDING if DIMENSIONS OF SILLS !•N� ���� ;^� �., 31STANCE FROM STREET l .� '" POSTS -)ISTANCE FROM LOT LINES -SIDES REAR �/ � 'f •• GIRDERS -f--- /ooca V _ %REA OF LOT 60 14, FRONTAGE . o(i rw HEIGHT OF FOUNDATION .THICKNESS�� -5 BUILDING NEW 'j�1n c3iCi� �!7 ,�•f-•,� �J.r� �--' SIZE OF FOOTING X S BUILDING ADDITION V ,/--" MATERIAL OF CHIMNEY S BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND NILL BUILDING CONFORM TO REQUIREMENTS OF CODE 1S BUILDING CONNECTED TO TOWN WATER 30ARD OF.APPEALS ACTION. IF ANY IS BUILDING CONNECTED TO TOWN SEWER IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST SEE BOTH SIDES EST. BLDG, COST �! Z, PAGE 1 FILL OUT SECTIONS 1 - 3 EST. BLDG. COST PER SQ. FT. P. .2 FILL OUT SECTIONS 1 - 12 EST. BLDG. COST PER ROOM SEPTIC PERMIT NO, ELECTRIC METERS MUST 13E ON OUTSIDE OF BUILDING a APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR 7ATE FILED^ 7 gt BOARD OF HEALTH IIGNATURE 0 WNEERj OR TH ]ZED AGE T 1`ilr, 2 OWNER TEL.0 `,��ij(r� /� FI ANNING pOARb PERMIT GRANTED CONTR.TEL.fl e U O `1 BOARD OF SELECTMEN NUILDING INSPECTOR 1 t BUILDING RECORD OCCUPANCY 12 FAMHY THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND (DISTANCE FROM FAMILY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS: WITH PORCHES. GA- '.ENIS RAGES, ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION �p f FOUNDATION _ 8 INTERIOR FINISH X7),'/ ���LF�� If BL'K. PINE - 5� / � 24.— %�� R STONE HARDW D _— PLASTER DRY VIALL5�I ---� UNFIN. BASEMENT 11 ILL FIN. B'M'T' AREA FIN. ATTIC AREA T FIRE PLACES _ DOM - MODERN KITCHEN WAILS I 9 FEOORS aRDS B 1 + 2 3 DING CONCRETE _ .!�_ WNGLES EARTH SIDING HARDv.,D _ _ - S SIDING COMLSCN_ IDING ASPH.T[LE —{4 ON MASONRY ON FRAME N MASONRY ATTIC STRS. L FLOOR 'd FRAME iR 0-IDER BLK. _ ]NRY WIRING SUPERIOR _ POOR _ 11 ADEQUATE NONE ROOF 1Q PLUMBING HIP BATH I3 FIX.] _ MANSARD 101ILET R&N. 12 FIX.) _ SHED WATER CLOSET _ SHINGLES LAVATORY _ HINGES KITCHEN SINK NO PLUMBING RAVEL STALL SHOWER OFING MODERN FIXTURES THE FLOOR TILE DADO 1 FRAMING I 11 HEATING 'OIST PIP£LESS FURNACE FORCED HOT AIR FURN. WAS. G COLS. STEAM .tS. E COLS, HOT W'T'R OR VAPOR ,AFTERS AIR CONDITIONING RADIANT H'T'G UNIT HEATERS NO. OF ROOMS GAS OIL J 2nd _ ELECTRIC �I 3rd NO HEATING I 4 ................................................ _ ............................................. ......................_.................. NOR T0VM Of Aindover No.3 2-�O a _ xCOCH LAKE dover, Mass., A 1941" •S [CHEWICK 7E D p�`y •�� V BOARD OF HEALTH ERM T D Food/Kitchen P IT/ Septic System THIS CERTIFIES THAT kv p`► rw mo • C. BUILDING INSPECTOR ........................ Foundation has permission to erect...... ......... buildings on ./ Q+, , �Rl. ........................................... Rough to be occupied as t << ...:.................................................................. Chimney provided that the person acceptfng 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. VIOLATION of the Zoning or Building Regulations Voids this Permit. PLUMBING INSPECTOR Rough PERMIT EXPIRES IN THS Final UNLESS CONSTRU 0 ELECTRICAL INSPECTOR Rough ---- DING INSPECTOR Final Occupancy Permit Required to GAS INSPECTOR Display in a Conspicuous Place on the Premises -- Do Not Remove Rough No Lathing or Dry Wall To Be Done Fine Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT Burner Street No. Smoke Dec. I'I'TZMI`I' NO. " APPLICATION FOR II IZMI'F I O IIUILI)********NQIZ`TiI ANDOVER, MA AT%11No . 1tDr.N(D. 2. RE-coRIDmowNERSIIII'-- DATE BOOK -- P,+1.CE .... Y )NE SUB 1DIt'.. t Or N€), 1-0€ A I ION #._ F? - 1'lllil'€XN'Im"Imm; € WNE R`S NAME NO.OF S I DRIES OWNLR'S ADDRI.SS 6 o 6 BASEMENT OR St AB AW1111E('I`SNAME SIZE OF Ft ORIIhI€IERS 6ST 2 I#1IlIIDER`SN. 9E �, �d✓e�/ � / SI,AN E- laIS1ANCE70NEARESIr#U11rD1NG - - ---...- _ rDilltrNSIONS,OfSills tDISFANCEIROMSTREE-1' } - - tDlhlENSIONSOF1'IkSIS ..�_ - -- -. - - IDISIANCE FROM LOT LINES-SIDES f REAR T DIMENSIONS OFQRtDER5 - AREA OrLOT € ;\ FRONIA(,E � -' tucirr(X F€XIIJIDAtoN TICICKNESS IS BUILDING NEW 4��1 St71 (JFrtxFflNt� x 9S BUILDING ADDITION;. kIArERIAI.UFCIIIhiNEY 1S BuILrDING ALTERATION � � IS€BUII.IDINUON S(X 11)OR Fit LED LAND 'Alit-BUILDING CONF(DRMTOREQIIREMENiSOFCOOE � tSHI.JIL DINGCONNE:CIEOIOlOV NWAIER BOARD OF APPEALS ACTION, IF ANY - - - - - - IS BUILDING CONNECT Er D 147 TOWN Sf:WL-.R 1SBUIt DING CoNNECIC-D10NATURAL GAS I,INE � INS H IC HONE 3. PROPER FY INFORM ll ION � LAND COST' 66� ESI.Bf IX7.COST t PAGE 1 Fit.I.O1IrSECTIONS 1-3 '' SI. BI IXi.COSr l'I:RS€ 'FT. E51. B1IX;, ('(DSI PERR€KDhi EI.ECrRIC METERS MUST BEON O(ITSIIDE OF 01.111 DIN(, SE111IC Pr R'll T NO. AFIACIIEt)GARA(,ESMUSTC(aNFOR1,I10SrATEFIRERE(R)LAIlIDNS dv AI'PTiCDS'Fr)E31': PLANS MUST BE FILET?AND APPROVED BY BUILDING INSPECTOR BI II I.I)INC;INSPECTOR taA 1 E Fit E:ID , G � 1 OWNERS 1 Fl N �" ��✓ E �? y-� f CONI RAL-1.9 Gg c — C l r C70NI R.I-I(W o f { ? SIUNAIIrR1=OFO fit tDI2PcIr1lHaRlT.l_1DA(aL•NT _- f 7 (�7 ® PI:RKII I CRANIr fa NORT 0 of pAndover O ........... _ G No. Alp 7 _ - dover, Mass., S Or- 19?8 _ o LAKE 'Q CO CHIC F4EWICK a"r'^• -9s qa rF n wv BOARD OF HEALTH PERMIT T \Seic /Kitchen System UILDING INSPECTO THIS CERTIFIES THAT�41'VLdleaC'H.... ./1 'I+u[. 3ti a(�Di ( �!+fl +v�!� `` sG., ................. ! ....... I.,....--- Found 'on has permission ..................... on .......L6.�r...... ... '.............. Rough ....................................................... tD �L{ 4y�.t.� �'� !r L!.0& M�"a.7.r4-N�NG ..... Chimney 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 forth Andover. PLUMB G IN ECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRIC SPECTOR UNLESS CONSTRUCT N ST4RTS Rough ................ •--- _..... Service BUILDING INSPECTOR Final INSPECT Display in a Conspicuous Place on the Premises — Do Not Remove R ugh FIRE DEPARTMENT $u er S eet No. moke Det. Req # : PR9804290041 FACILITY REQUISITION 06/15/98 - 15:28 Report: PRO02 Page: I FEJR #: 980309 Const Org; MACCS Charge #: W980309000 Change It: 0 Req Status: ENGINEER Req Type: PLANT-REQ Wanted: Title: REMOVE MEZZANINE COL.N-Y18-26 (30-2) Entered By: SCHULTZ, WALTER - JJ1272400 - x 3133 pg 0074 Date: 04/29/98 Requester: SCHULTZ, WALTER - JJ1272400 - x 3133 pg 0074 Auth: JJ1272400 Engineer: SCHULTZ, WALTER - JJ1272400 - x 3133 pg 0074 Chgd: JJ12EO100 Proj Code: OLS2 Bldg/Flr: 30 /02 41 Column: S-21 Est. Cost $: 422,976.00 tR 26­0 Room: -------------------------------------------------------------------------------- DRAWING NUMBERS SHEET NUMBER(S) COMMENT ---------------- -------------------- ---------------------------------------- FPV 106034 1,4, 6,9 FPV 106034A I FPV 106034A 4,4A, 6,9 FPV 106035 4, 6, 9 FPV 106035A I FPV 106035A 4, 6, 9 FPV 106233 4, 4A, 6,9 FPV 106233A 1 FPV 106233A 4,4A, 6,9 FPV 106234 4, 4A, 6,9 FPV 106234A 1 FPV 106234A 4, 6,9 FPV 106239 4, 6, 9 FPV 106239A 1 FPV 106239A 4, 6, 9 FPV 106240 4, 6,9 FPV - 106240A 1 FPV - 106240A 4, 6,9 FPV 106241A 1 FPV 106267 1,2 FPV 106317 1 FPV 106322 1 FPV 106323 1 FPV 106565R 1 FPV 106567R 1, 2 FPV 106572R 1, 2,3 FPV 108253 lthru25 FPV 108911 1 Building 30-2 HVAC Part Plan FPV 108915 1 Building 30-2 HVAC Part Plan FPV 108916 1 Building 30-2 HVAC Part Plan -------------------------------------------------------------------------------- ASSOCIATED ORDERS TYPE STATUS DATE COMMENT ------------------ ---------- ---------- -------- ------------------------------ 23754 FD-REQ Req #: PR9804290041 FACILITY REQUISITION 06/15/98 - 15:28 Report: PR002 =_____ --______ Page: 3 ---------------------------------------------------------- -------------------- Task #: 01 Requester: SCHULTZ, WALTER - JJ1272400 - x 3133 - pg 0074 -------------------------------------------------------------------------------- Work: REMOVE MEZZANINE COL.N-Y18-26 (30-2) I.Dismount and remove to salvage mezzanine structure located in BLDG 30-2 from approximately 8ft. NORTH of COL.P20-26 to Eft. NORTH of COL.W20-26 and from COL.N-Y17-20. Refer to drawings listed on cover sheet of this FEJR. (approximately 30, 000 sq.ft. ) NOTE: Facilities located on and below mezzanine structure will be removed by other FEJRS which have not been finalized. Removal of mezzanine structure must be co-ordinated with these FEJRS. Contact W.P.Schultz with any questions relating to sequence of demolishing mezzanine structure. Doing Org: JJ1272300 Task Hours: 2000.00 Account: 50110312 r Req #: PR9804290041 FACILITY REQUISITION 06/15/98 - 15:28 Report: PR002 ----------------- Page: 5 corrections on drawings and return to Kevin Cahill (X2540) or Bob Brobst. 2) Refer to NFPA 13 and Handbook 328 Section B for required Lucent standards and procedures for sprinkler additions and modifications. 3) Maintain ordinary hazard pipe schedule on all piping. Label all sprinkler piping to reflect the proper zone and direction of flow that the pipes are associated with. 4) The first phase of the sprinkler modifications requires the replacement of all overhead sprinklers. All upright sprinklers in this system should be replaced with Viking Model # 04802BAB, 1/2" orifice, 155 degree F, glass Bulb upright sprinkler head. 5) Overhead sprinkler system is to remain operational before, during, and demolition work. 6) Provide shut--off valves on the main piping feeding the sprinklers under the mezzanine during demolition. This will prevent any accidental discharge of the sprinkler system should the piping be damaged during demolition. These shut-off valves are to be operated by Lucent Seven Day coverage personnel only. Valves are to be used daily to shut off the sprinkler system during construction and turned back on at the completion of work that day. Replace any portion of the sprinkler system that has been damaged during demolition. 7) Coordinate with the demolition crew the extent of work each day. Maintain maximum possible sprinkler coverage under the remainder of the mezzanine during the demolition process. Remove only portions of the sprinkler system as required to allow for the demolition of the mezzanine. Provide capped connections for the remainder of the sprinkler system that can be left operational each day. At the completion of the demolition process, remove all shut off valves installed and cap the main sprinkler piping. provide the location of this new capped connection to Kevin Cahill (X2540) . all shut off valves installed and cap the main sprinkler piping. Provide the location of this new capped connection to Kevin Cahill (x2540) . i Doing Org: JJ1272300 Task Hours: 250.00 Account.: 50110312 r Req #: PR9804290041 FACILITY REQUISITION 06/15/98 -- 15:28 Deport: PR002 -------------------- Page: 7 ------------------____ ---------------------------------------------------------------- Task #: 05 Requester: WONG, KEVIN - JJ1272400 - x 5881 - pg None ----------------------------------------------------------------------------------- Work: FDREQ 23754 TELE/DATA Fejr# 980309 Remove Mezzanine Col. N-Y18-26 (30-2) Tele / Data 1. See drawings FPV-106034 & A, FPV-10635 & A, FPV-106233 & A, FPV-106234 & A, FPV-106239 & A, FPV--106240 & A and FPV-106241 & A sheets 6 for locations and FDREQ 23754 for data description. 2 . Remove all communications equipment from all locations on the above drawings. 3. Coordinate additional data requirements with Rick Barrett ext. 5759 and Mike Quinn ext. 5107. 4. Provide as built drawings to electrical inspector for final inspection and approval. S. If you have any questions contact Kevin Wong at ext. 5881. Doing Org: JJ1272320 Task Hours: 800.00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 06 Requester: WONG, KEVIN - JJ1272400 - x 5881 - pg None ---------------------------------------------------------------------W----------------- Work: ELECTRICAL / DATA Fejr# 980309 Remove Mezz. Electrical/Data 1. See attached drawings sheets 6 for locations. 2. Remove all telecommunications equipment from the area. 3 . Coordinate additional data requirements with John Gage ext. 5099. 4. Provide as built drawings with electrical package. As builts must be forwarded to electrical inspector for final inspection and approval. 5. If you have any questions contact Kevin Wong at ext. 51.07. Doing Org: JJ1272300 Task Hours: 500.00 Account: 50110312 .. Oi RORy1 OFFI(:t S OF: Town of 120 Main Street MOM 5 °5 APPFAI-S NORTH ANDOV�R North Andover, t3t'1€,D1N(; ti,'° ,y Massachusetts 0 184 5 CO: SFRVATION 6Q' DIVISION OF HEALTH I'l-ANNING PLANNING & COMMUNITY DEVELOPMENT KAREN H.P. NELSON, DIRL(:'I'011 a In accordance with t , provisions of NfGL c 40, S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a property licensed solid waste disposal facility as defined by MGL c 111, S 156A, The debris will be disposed of in: VI rl P. T, Ce^//W J/y 5,5xvlce5) (Location of Facility) f t � _ hC Si�nat e Permit Applicant ate NOTE: Demolition permit from the Town of North Andover trust be obtained for this project through the Office of the Building Inspector. C1oRT ® Of over 0 L No. 43 m M�AW/y] ROL'}�?'�{} * -- _;� dover Mass. �� t 1957 Wks 1Rue� H I O'9� '0 HICH£'NlCX ' T OR{TEE?-�PP`� ICJ v BOARD OF HEALTH PERMIT T Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT.!.�......t1.?�..�Z.E , nfe•- NL 3cirG�i r n rPi9 .,.. ....... .............................. ................................. Foundation has permission to erect.... >,- .......... buildings on..`......... . .....os Q ...... T1 ......... Rough to be occupied asT Y+'! .... ..5-. .:...`� ` ...P�! 4`"'.....�?. � Chimney provided that the person accepting this permrt sf}alf 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. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough ............... J Service BUILDING INSPECTOR Final CONTIRWNSTC710N0N Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Fi ugh Fnal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. ,p Burner t Street No. Smoke Det. ��^ ALYJ,r4MLY1•�n L35p(7'grwpt;i]lY 14••wua fnan 1T,L NYld 101d s A3�eAs ltfniAnY;Cil tn•rmaa�Ln r i :� � r r-.+.aatr � lD1 I •3 o �; x•oxL 0'13 I� iD•t . \ 5, tv Dir trn zel � '3i 1 ``✓ .�•..y� 1 ]11 30 37H1tl lt]a�\ �4� � . 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L- �;rnS7riD.rif DC AI •rW.n � �rQ>>•,...I�{ ' '' rams ina L •a nu ko1 11ftT r7 Lin l :s sum�rtairrt iL 3A'dMOa]SW 11pf1rszs alsrw is am t xtsuD•ft tt e •�r� �� i�elrtxA urin at tauiD D: nY1611 uYflf I7 at •Da tva un Di 'H.'raa[S 1n1h7A at a •Dt a[raY m eilru ma•s7-n tt a'Da asnatun a r� DraTTi 7 iSTIWM rt 1 •a Yyl'ty{f L 'Pr1i rm Lso It 7 'DI lulus s xla%=W T7 t'a 31At3#S S =Waala IT" La 7'[A TURNS 7 37Y•aalr'�=aztuss Lt C'DA islmu" C 2rrm tt t'es:srou4ra [ aotusanaa •z,a .asLs.As�a •�as1 �� nN � ! '� �� ?j f r� � ��dn�L.s �V ' .Ian 14 98 08: 41a Anupama Shridharari (781 ) 646-4576 p.2 y - COWPANY VOID dA �Yy dhT ' UEvIT/5 /# SHEET OF SiJECT �, ;'ATE `_ aG off cTr 7 W149�p zIL rZ14 Rf FLYh7a�p CAuF . S t 0 pe), 4 _ 3A _ 4a. Jan, 14 ,99 08: 51a Anupama Shridharani (781 ) 646-4576 p, � r y A b5 fc DeF7A E .00Y 144-t L )7 � 2x �s` f�7iQ : f Fi1}Tl+r t4i; T�lf t W'c ra'<, fty Wd4 p SN r 7 1 2xg '� 1:� Q•c,_ sJ 2� z 3 ; a tt) t j CGT Y 2 4 -- : -17 Gr a Oki �N Qw-A'.n:r r:o:rdin,:b —Y .Ian 14, 99 0f8: 42a f3nupama Shridharani (781 ) 646-4576 p. 5 f f r ' f 14- .. ... 13 t Lr 12 xf a 4 L � r 13 .-Y i ` Jan 14 ,99 08: 42a Hnupama Shridharans . (781 ) 646-4576 NAME OF r'nnt COMPANY BA^�T— DATE UNITS SHEET OF A SUBJECT �� #�� ,�llvk Cc f-��, J.O. ��¢, DATE OATiE ExT,Fj" �/E` rn►�� t �7 t7 u7 ���-�4�' 3"r. ��AUrri Ek Arc, �i,�M fg d t2 f r� �.4-� f 1 Iq(:LV6,Aq l7 ! ! i "Pr.S w. �Mvm 9 t` RAW 6--87 Jan 14 ,89 08: 42-a Anupama Shridharani (781 ) 646-4576 p- 4 �2 065 17 14 A? IV Al 2 4 6 7 1 13 X re "0 VO 4�r PS J MI f 1-14 V1 -Y I 4 Jan 14 ,58 08: 51a Anupama Shridharani (781 ) 646-4576 p, 2 641 -------------- 'lam � --•+��V�-.:___- ._Tpy[ --__-�-�;,rar//�..----•9 2w.+r --..__�'�._, i • y 1 , EK • CAM�� 3rAf.1! —' � f � �JL_...m..'- ' —_.—�.,v.-�._._._—'9e•wT - ']\� 4L•rt.:/ -i fNi q yam__.....? ! �� �1�iStrd[Y• y9tVSil fI\ / �___ ,��}� '- ;; .--�• 'yY�- �� ��. � it \ 4; .4S•aw � q;•grr --- r�� � r cro a ulo- Untitled Hi Niru, In addition to the sketch I faxed to your home earlier today, we 've got a couple more questions : 1 . Your details (E and 7) seem to show a W8 connected to the W14 web o n the side opposite the stubbed out W8 which supports the Link. Is that what is intended, or are the two W81.s near the Links sufficient to stiffen the W14? 2 . Detail K shows compressible filler at the Bldg 21 end of the Link w all . Is this intended for installation at the Bldg 21 wall below the wi ndows? Should it be installed all around (at floor and ceiling) or just a t the walls? Regards, Ralph In answer to the Item #1 . , the W8xl8 's on the otherside shown on modifi ed plan (SK-S9) are required to prevent torsion on the W14 . For Item #2 . , yes, the compressible filler is required on all four side s and should be bonded on one side to retain in place . Niru Page 1 Jean 15 99 09: 55a Anupama Shri,dharani (781 ) 646-4576 p. 2 From.Ramh James To'NFU Hate:OSl14l9998 Tsme:1 t 3Q:46 AM Page 1 or 5 1 1 2 x 8 Ledger (kIP) 0K,�`t%� 2�b W8's set at 6-8" Q.C. PT Studs at 6'-8"face to face � , s N i ru- Wb - How about this arrangement, to lot the walkway and door frame tit together? Req # : PR9808250023 FACILITY REQUISITION 01/05/99 - 10:41 Report: PRO02 Page: I FEJR 980612 Const Org: JJ1272300 MACCS Charge #: S990004000 Change 0 Req Status: ENGINEER Req Type: PLANT-REQ Wanted: Title: Building 85 Installation', Entered By: DELONG, BEVERLY - JJ1272410 - x 4974 - pg 1755 Date: 08/25/98 Requester: SANDOE, PAUL - JJ1272400 - x 3389 - pg 1733 Auth: JCO272400 Engineer: SANDOE, PAUL - JJ1272400 - x 3389 - pg 1733 Chgd: JCO272400 Prof Code: MISC Bldg/Flr: 21 /02 Column: .0 i �11�1 Est. Cost $: 372, 660.00 Room: -------------------------------- C ----------------------- DRAWING NUMBERS SHEET NUMBER(S) COMMENT ---------------- -------------------- ---------------------------------------- FPV - 107415 6, 6A, 6B FPV - 107421 6 FPV - 107423 6 FPV - 109126 1, 6 FPV - 109127 1, 6 FSV - 404 1&2 -------------------------------------------------------------------------------- ASSOCIATED ORDERS TYPE STATUS DATE COMMENT ------------------ ---------- ---------- -------- ------------------------------ -------------------------------------------------------------------------------- JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET # ------------------------ --------- --------------------- ---------- -------- -------------------------------------------------------------------------------- Tit MN PF EL CP SM PT LPL LS TE TOT LABOR $ MATER $ ACCOUNT -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----- -------- -------- -------- 01 2280 2280 136800 0 50110312 02 300 300 18000 0 50110312 03 1500 40 1540 92400 300,0 50110312 04 120 40 80 16 120 376 22560 2700 50110312 05 120 120 7200 0 50110312 06 1500 1500 90000 50110312 ---- ---- ---- ---- ---- ---- ---- ---- ---- ----- -------- -------- --------- 3900 40 2000 16 120 40 0 0 0 6116 366960 5700 -------------------------------------------------------------------------------- Approved: Approved: LAVACHE, PETER C Engineering Environmental Date: Date: j--N jAN 5 C O ST E{ fl' > I Req #€ : PR9808250023 FACILITY REQUISITION 01/05/99 - 10:41 Report: PR002 ------------ -----= Page: 2 ----------_--------------------------------------------------------------------- Task #: 01 Requester: BUTTON, CLAYTON - JJ1272400 - x 3942 - pg None -------------------------------------------------------------------------------- Work: STRUCTURAL this work consists of installing a concrete/steel support frame for a 11-unit temporary housing complex along the west side of building 21. Also the modules will be installer) on the support frame and conencted to bldg 21. (two new wall openings, sets of double doors and conenctors in bldg. 21) Doing Org: JJ1272300 Task Hours: 2280.00 Account: 50110312 -------------------------------------------------------------------------------- Task # : 02 Requester: GALANTE, DAVID - JJ1272400 - x 4825 - pg 1724 -------------------------------------------------------------------------------- Work: ELECTRICAL/FIRE ALARM FEJR 980612 Building 85 installation All items in this FEJR write-up pertain to Drawing FPV-109126 sheet 6 Drawing FPV-109127 sheet 6 Drawing FPV-107415 sheet 6A & 6B Drawing FPV-107421 sheet 6 '7rawing FPV-107423 sheet 6 ontact David Galante X4825 with any questions. Coordinate with Security-Guard Headquarters before disabling Fire Alarm System prior to commencement of work. 1. Provide (as furnished by analyst) and install 3/4"conduit, junction boxes and hardware necessary to run fire alarm cable (Audio) on address (3681) a rid (Visual) on address (3691) from DGP-F7, located in closet on 21-1, Col . eQo/e6o to new Building 85 attached to second floor of building 21 as shown on drawings and listed above. Utilize underside of cable tray for routing of fire alarm cable and G-rings to devices in building 85. 2 . Provide (as furnished by analyst) and install (12) audio devices and (7) audio/visual devices on circuit 10 and visual. circuit "J" , located in building 85 as shown on drawings. Also provide (as furnished by analyst) and install fire alarm cable between new devices and install End-Of-Line resistors for audio and visual devices as indicated on drawings FPV-109126, FPV-109127, sheet 6. Refer to FSV-156 for installation details. Devices shall be from R. B. Allen or equal and as follows: Speaker cat no. ET-1070-R Speaker/Strobe cat no. ET-1070-LSM-24-VFR Speaker backbox cat no. SBB--R 3 . When installing new devices between any existing devices, remove fire alarm cable between existing devices. Install new device(s) and fire alarm cable re-connect from one of the existing devices to the new device, and from the Req # : PR9808250023 FACILITY REQUISITION 01/05/99 - 10:41 Report: PR002 ____________________ Page: " 3 new device to the other existing device to maintain continuity of the fire alarm loop. 4 . Tap into existing ZAS line at pull. station 3626, located 10'N of Col. ePo/ ello, 21-2 shown on FPV-107423, sheet 6 and extend fire alarm cable (as furnished by analyst) into building 85 as shown on drawings FPV-109126 and FPV-109127, sheet 6. Utilize underside of cable tray for routing of fire alarm cable and G-rings to devices in building 85. 5 . Provide (as furnished by analyst) and install (4) pull stations, (3) duct smoke detectors with (3) remote test stations and (2) smoke detectors with (2) remoted alarm indicators (LED) , located in building 85 as shown on drawings FPV-109126 and FPV-109127, sheet 6. Refer to FSV-156 for installation details. Devices shall be from R.B. Allen or equal and as follows: Pull Station cat no. 276B-1120 Monitor Module cat no. M501FB Duct Smoke Detector cat no. DH400ACDCP/ST--5 Remote Test Station cat no. RTS451 Monitor Module cat no. M500FS Smoke Detector cat no, 2551 Smoke Detector Base cat no. 8501 Remote Alarm Indicator cat no. RA400 6. Label all devices as indicated on drawings and refer to DGP-F7 schedule sheets for device circuiting and addresses on FPV-107415, sheet 6A and 6B. Coordinate Fire Alarm Programming and Testing with David Galante X4825. 7 . Provide AS-BUILT drawings for this area. Submit AS-BUILT drawings to the electrical inspector for final inspection and approval. Doing Org: JJ1272300 Task Hours: 300.00 Account: 50110312 -------------------.._---__---------------------------_-----------_-------------_-- .Task ##: 03 Requester: THERIAULT, VERA -- JJ1272400 -- x 4482 - pg 0085 ---------------------------------------------------------------------------------- Work: MECHANICAL INSTALLATION MECHANICAL INSTALLATION FEJR#980612 ASSOCIATED DRAWINGS: FPV109126-1, FPV109127-1, FSV-404, sh.1&2 IN BUILDING 85 DO THE FOLLOWING: A) Provide labor to fold over & install the carpet between the modular units, as required, to finish continuous carpet covering of the floor. B) Provide labor and material to tie together suspended ceiling, as required. C) Provide labor and material to touch-up with paint, as required, any new electrical, and other services (if any) , mentinoned in this FEJR. Use Pittsburgh paint, matching color, to blend with the existing color r Req $: PR9808250023 FACILITY REQUISITION 01/05/99 - 10:41 Report: PR002 -------------------= Page: 4 scheme. D) Provide labor to install four (4) cold-hot stations for the bottled water. Stations and bottled water will be rented from the Poland Springs Company. Place stations as shown on the layout drawing. Place extra bottles near each station, as shown. Provide labor and material to install sign onto each station (use Grady Labeling machine) to read "FOR SERVICE CALL X--2848" . E) Provide labor (locksmith) and material to install the core in the single doors (4 locations - per drawing) . Give keys to Cliff Hewett (see below) . F) Provide labor to disassemble Steelcase 9000 series office wall panels and furniture in building 20-3 as follows: * all offices not occupied in blocks "A" & "B" * peripheral offices ( "X" ) 3X39, 3X41, 3X43, 3X45, 3X47, 3X49, 3X53, 3X55, 3X57, 3X59, 3X61 (excluding 3X63, 3X65, 3X67) NOTE: Prior to disassembling, contact Cliff Hewett for the latest information/changes. Move disassembled items to building 85. G) Provide labor to install the wall panels and furniture (see item F) as shown on the layout drawing. Work per latest drawing issue. Coordinate project with Cliff Hewett. NOTE: Lateral files relocation and reinstallation is part of this item, and will be done per Cliff Hewett's instructions, as required. H) Provide labor to install six (6) door I.D. tags on all doors, as shown on , drawings. Work per latest .issue of the layout drawings. Obtain tags from the "MACCS SuperUser" , presently Don Roy, pager #1697. ,The tags were assigned as follows: FAC-DW-2741 FAC-DW-2742 FAC-DW-2743 FAC-DW-2744 FAC-DW-2745 FAC--DW-2746 I) Provide labor and material (ordered by the analyst) to install the building number 85 (similar to the one installed on building 84) , per factory standard. J) Provide labor and material to install column designations for columns A-G and 1-5, as shown on layout drawings. To create labels, use Grady Labeling machine. Work per drawings and factory standard. Provide one (1) label for each of the following twenty-one (21) columns: A--1, A-2, A-3, A--4, B-1, B-4, C-1, C-4, C-5, D-1, D-4, D-5, E-1, E-5, I F e r Y F f h Req #: PR9808250023 FACILITY REQUISITION 01/05/99 - 10:41 Report: PRO02 ________________ Page: 5 F-1, F-5, G-1, G--2, G-3, G-4, and G-5. Provide two (2) labels for each of the following twelve (12) columns, and apply them on W and E side of each column: B-2, B-3, C-2, C-3, D-2, D-3, E--2, E-3, E-4, F-2, F-3, and F-4. K) Provide labor to assist in relocation of "Bob Bartley's Team" within building 20--3, as directed by Cliff Hewett. Assist with relocation of boxed-up personal belongings, chairs, and files, as required. Prior to the relocation, Cliff Hewett will coordinate, and make sure that all items are labeled with cubicle numbers. L) Provide labor to relocate new occupants from various areas at MVW tract to building 85, as required. This move is to be coordinated by Cliff Hewett. Assist with relocation of boxed--up personal belongings, chairs, and miscellaneous items, as required, NOTE: Prior to relocations, Cliff Hewett will coordinate, and make sure that items are labeled with cubicle numbers. M) Provide labor and material to re-install miscellaneous SURPLUS furniture (tables, chairs, whiteboards) as specified by Cliff Hewett. Obtain location of items to be relocated from Cliff Hewett. N) Provide labor and material (ordered by the analyst) to install non-skid strips onto all the stairs exposed to the inclement weather (to prevent slips and falls) leading from the Emergency Exit doors. Provide labor and material to install fire extinguishers as shown on the drawings. Work per FSV-404, sheets 1&2. P) Provide labor and material (ordered by the analyst) to install one (1) , new stretcher (in the steel box) . When installed, contact Medical. department, Susan Bouchard (X--2076) , for inspection of the contents of the stretcher box. Install stretcher box as shown on drawing. Paint the box, as required, in the "green" color, per factory standard. Install two (2) signs on the box, as follows: 1) STRETCHER . . . all caps, letters to be 1-3/4" wide by 3-1/2" high, white lettering, painted on (or use Grady Labeling machine) 2) TO BE USED BY TRAINED MEDICAL EMERGENCY RESPONSE PERSONNEL ONLY . . . . . . all caps, lamicoid sign to be 8" wide by 5" high, red background with white lettering (or use Grady Labeling machine) CUSTOMER'S CONTACT: Cliff Hewett, X-2848, pager #1753 FACTORY ENG.CONTACT: Vera Theriault, X-4482, pager #0085 Doing Org: JJ1272300 Task Hours: 1540.00 Account: 50110312 E f Req #: PR9808250023 FACILITY REQUISITION 01/05/99 - 10:41 E Report: PR002 =------------------- Page: 6 j --------------------------------------- ---------------------------------------- Task #: 04 Requester: FICKEN, DONALD - JJ1272400 - x 3473 - pg 0461 -------------------------------------------------------------------------------- Work: HVAC 1) Connect ductwork which spans the joint line of trailer modules. Connecting spool pieces have been furnished by constructor of modules. Place diffusers and flex ducts which were shipped connected but hung temporarily to the shipping cover. Restore ceilings where necessary. Refer to constructor's shop drawings for details. 2) Install rooftop units, shipped separately, along with matching curbs. Apply gasket to mating surfaces. Tie in curbs to roofing flashing. 3) Locate thermostats in shipping crates. Assure that they are the electronic type, matching those in Building 84 . If not notify engineer. 4) Install thermostats where indicated by engineer, in co-ordination with' furniture layout. Sep electrical work for feeders to AC units. 5) Install temperature transmitters beside the thermostats, and wire to Andover panel,- where directed by engineer, and according to Andover shop drawings. 5) Tag units, starting from north to south, as ACDX-66, -67, and -68. Doing Org: JJ1272300 Task Hours: 376. 00 Account: 50110312 -------------------------------------------------------------------------------- Task #: 05 Requester: SANDOE, PAUL - JJ1272400 - x 3389 -- pg 1733 -------------------------------------------------------------------------------- Work: ELECTRICAL -M FURNITURE DISCONNECTION This 'task is only for the disconnection of electrical furniture in Building 20-3 for use in new Building 85. 1. Disconnect for relocation electrical furniture partitions in Building 20-3 which have been designated for relocation by Mechanical. Coordinate exact scope of work with Mechanical.. Disconnect and remove existing tombstones feeding furniture partitions and remove branch circuit wiring back to panel. Update panel directories affected by the furniture removal . 2 . Disconnect and remove existing branch circuit wiring and devices within furniture partitions. Outlets in furniture will not be used at new location. 3 . Contact Paul Sandoe at X3389 if there are electrical questions regarding this task Doing Org: JJ1272300 Task Hours: 120.00 Account: 50110312 -------------------------------------------------_--------------------------------- Task #: 06 Requester: SANDOE, PAUL - JJ1272400 - x 3389 - pg 1733 Req # : PR9808250023 FACILITY REQUISITION 01/05/99 - 10:41 Report: PR002 -w _________________ Page: 7 Work: ELECTRICAL -- TRAILER INSTALLATION Scope of this task is as follows: A. Install electrical service to modular office building 85. B. Electrically assemble trailers to form one building. C. Install feeders from building 85 electric room to satellite panels. D. Install one 10kva UPS in data room. E. Install power to furniture partitions. F. Install power to HVAC units on roof. NOTE: ALL MATERIALS FOR THIS PROJECT ARE FURNISHED BY ELECTRICAL ANALYSTS OR HAVE BEEN FURNISHED WITH TRAILERS UNLESS OTHERWISE NOTED HEREIN. Reference drawings: 1. Install 8-350 kcmil, 2/0 G, 4"C from Load Center 12, cubicle 4C to panel DH1 in electrical room in Building 85. Utilize existing 4" conduit which is presently located above ceiling running from Load Center 12 towards building 85. Install new 4" conduit where existing conduit ends and extend to pullbox below panel DH1 in Building 85. 2. Grounding in Building 85: Install 2/0 between neutral bus and ground bus in Panel DH1. Install 4/0 from ground bus in Panel DH1 down to building steel below. Install 4/0 between Xo of transformer in electric room and building steel. Install 4/0 in 1-1/4" conduit from building steel down to 5/8" , 10, long, copper driven ground rod. All connections to building steel shall be : cad-welded. - 3 . Install 5--4/0, #4G, 3" conduit from panel DL1 to panel PL2. Install 5-4/0, #4G, 3" conduit from panel DL1 to panel PL3 . Connect each feeder to spare 225A-3P circuit breaker in panel DL1. Conduit shall be routed beneath trailers and utilize pullboxs located under each panel. 4. Electrically assemble all trailers. Reconnect circuits which were disconnected for shipping of trailers. This shall include the reconnection of all branch circuits feeding outlets and lighting. Utilize construction documents from the trailer manufacturer to aid in identifying circuiting. 5. Install one 10KVA UPS in data room. Install 4#4, #8G. 1-1/4" conduit between panel PL1 and bypass switch of UPS. Utilize 60A-3P circuit breaker in PL3.. Install wiring between bypass switch, UPS cabinet and battery cabinet as per manufacturer's recommendations. 6 . Install one 208/120v - 3 phase --4 wire panel in Data room. Panel shall be 30 circuit with 40A-3P main circuit breaker, and contain (30) 20A-1P circuit breakers. Connect to UPS bypass switch with 4#4, #8G, 1-1/4" conduit. 7 . Install power to bay frames in data room as per FSV-153, utilizing power from panel in item 6. 8 . Install feeders to each HVAC unit from PHI, sized per manufacturer's recommendations. Electrical requirements for HVAC units are contained in construction documents provided by trailer construction company. Overcurrent protection in panel PHI shall also correspond with manufacturer's t Req #: PR9808250023 FACILITY REQUISITION 01/05/99 - 10:41 Report: PRO02 =-------------===cW- Page: 8 _)ecommendations. 9. Install CII furniture boxes within furniture partitions. Install CII furniture whips between CII boxes and connect to ceiling junction boxes provided by trailer manufacturer. 10. Provide as-built drawings to electrical, inspector at completion of project. Contact Paul Sandoe at X3389 if there are electrical questions regarding this FEJR, Doing Org: JJ1272300 Task Hours: 1500.00 Account: 50110312 «y� J ' t VI 111'r ,�kICATION FOR PEKMIT YO BUILD NUKIM #khU`UVEk, Vr1^-3s. _ - MAP 440. LOT NO. 2 RECORD OF OWNERSHIP STATE SOO ��P ZONE SUB DIV- LOT NO. �� € LOCATION PURPOSE of vu€LD€Nc P J+1L%t t U I L t 16 OWNER'S NAME CIO.OF STORIES SIZE OWNER-s ADDRESS 65 �LamT> -51 €IASE#t EtIT OR 1&LA■ - iFJ c✓ ' ARCHITECT'S NAME r 171 SIZE OF FLOOR TIMBERS 1ST --_._- 3ND SRO SUILDER'S NAME - . SPAN - DISTANCE TO NEAREST SUILOING ,C /! DIMENSIONS OF SILLS DISTANCE FROM STREET ' _ POSTS DISTANCE FROM LOT LINES—SIDES v L REAR GIRDERS !�. AREA OF LOT ----. --- 1I $ FRONTAGE _ _ "EIGHT OF FOUNDATION --_ THICKNESS IS BUILDING NEW SIZE OF FOOTING x -... .. - IS BUILDING ADDITION i... ♦♦♦ MA`ER:AL OF CHIMNEY - -_ __. IS BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND f WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER_. G• � 1 BOARD OF APPEALS ACTION. IF ANY �J� �I IS BUILDING CONNECTED TO TOWN SEWER /Y fT IS BUILDING CONNECTED TO NATURAL GAS LINE INSTRUCTIONS PROPERT INFORMATION _ LAND COST SEE BOTH SIDES EST. BLDG. COST FADE I FILL OUT SECTIONS ] - = EAST. BLDG. COST PLR SQ. P'T. f -- - EST. BLDG. CCHff PER ROOM PACE 2 FILL OUT SECTIONS 1 - 13 SEPTIC PERMIT NO. - -_ ELECTRIC METERS MIDST BE ON OUTSIDE OF BUILDING A APPROVED BY --.---.. ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS NLANS MUST BE F1LED AND APPROVED EY EUILDING INSPECTOR DATE FILED SIGNATURE OF OWNER OR AUTHORIZED AGENT - -__ — !2, s Contrac,, Tel# — rtAM€T SRANTED X Contra. Lic ## l � HI C # LJ R I IV YE .- in E ----------------------------- rt0RTjy Town of - KAndover 0 No. o3 = m dover Mass. 1 R7m .� _ 19`17 N z":�i]v 'CI)-C Q s LAKE -- 9-CO CntckEwICK }T J. 1!� QR'4TED•pQa�� 'C✓ 77 BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT - - � :iIdi`ng rr- (!Q!lIPi4�! � i. ¢ Foundation has permission to a�eet.R4 ,...z'±� + b on ......1 �.b.... � ...gr2 `T ............... Rough to be occupied as.MN D ...C7t °1�a il�!��t l�n. ..'-".!!!!1FQt .7T?..o � E... �.�s r► `Zz Chimney provided that the person accepting th"is 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 PERMIT EXPIRES IN 6 MONTHS UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR Rough .........................�.......................................................... ... .. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises -- Do Not Remove R ugh No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. is ! Burner C.S• ;L.1Q• D 14' Street No. Smoke Det. f OFFICE OF BUILDING 1NSl'IaJG°YUR " ' L ,t>' ` TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL (508) 682-6483 x3'0 PROJECT NUMBER: PROJECT TITLE:. 274,V1,c 4 �:�r 6 °d✓V'R2'�'�?ry PROJECT LOCATION z Z J e-'„C - s "' G /1cf,C , 9te e'y E� yvr NAME OFBUILDING: 0a' /� ''► G1i p_LI/d"/fitC� NATURE OF PROJECT: U Y/9 7"4- IN ACCORDANCE WITH SECTION 127..0 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Registration No. BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I, HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICA- TIONS CONCERNING: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION CJ ELECTRICAL OTHER %Zspecify)� FOR THE ABOVE NAMED PROJECT AND THAT, TO -THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE'APPLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE ENGINEERING PRACTICES.' AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY.. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO (DETERMINE Twa THE WORK IS PROCEEDING IN ACCORDANCE WITH THE IDOCU11ENTS APPROVED FOR "THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN ,SECTION 127.2.7: 1. Review of shop drawings, sasples and other submittals, of the contractor as required by the construction contract docuTents as subzd,tted for building, perndt, and approval for conforms to the design concept. 2. Review and approval of the quality control procedures for all code-required controlled materials. 3. Special architectural or engineering prof essiona1.inspection of critical construction caTponents requiring controlled materials or construction specified in the accepted engineering practice. standards listed in Appendix B. PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT WEEKLY A PROGRESS REPORT TgG6* R: WITH PERTINENT COMMENTS TO THE NORTR ANDOWER. BUILDING INSPECTOR: f r� , No. 52, UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REP ORI'x S TO THIr SA ' FACPO COMPLETION AND READINESS OF THE PROJECT FOR OC CUPANC �,� G AfiRt sU SCRIBED °A2D SWO TO BEFORE HE THIS ., DAY OF �14 ' VARY p PUBLIC -NO MY COMMISSION EXPIRES HVAQ DESIGN AFFIDAVIT- MASSACHUSETTS Permit No. To the (.City) (Town) of - Building Inspector's Office: )Ik�,Vo�,Al Ward.......................... I certify that to the best of my knowledge, information and belief, the HVAC, plans and computations accompanying the attached application concerning the locus at I. 7_1 Ward are in accordance with the Massachusetts State Building Code and all other pertinent laws and ordinances. ENGINEER-MASS. REG. NO. R. G. Vanderweil Engineers, Inc, Company 13081-AN 30(56 274 Summer Street, Boston, MA 02210 Address (617) 423-7423 Phone JKlAt, 19 1`�? .......... Then personally appeared the above-named and made oath that the above statements by him is true. Before me, ............ N"sit aiy Public Mo�C7l rnission expires: 4>....a.... ELECTRICAL DESIGN AFFIDAVIT- MASSACHUSETTS Permit No, To the (Gityl (Town), of IVOW'TH AVI)OVEQ, Building Inspector's Office: Re- Z k-,/1V7 45( ,LINOL(26 9 6 l-, e Z'1'fo("'Vc Tjz'� rd I certify that to the best of my knowledge, information and belief, the electrical plans and computations accompanying the attached application concerning the locus at (71 Ward are in accordance with the requirements of the Massachusetts State Building Code and all other pertinent laws and ordinances. q o J ENGINEER-MASS. REG. NO. fi R. G. Vanderweil Engineers, Inc. Company 274 Summer Street, Boston, MA 02210 Address (617) 423-7423 Phone 19 Then personally appeared the above-named J and 01 made oath that the above statements by him Is true. Before me, My Commission expires: FIRE PROTECTION DESIGN AFFIDAVIT- MASSACHUSETTS Permit No, To the (Gity) (Town) of N(DR T41 4,1DOV61'<� — BUildingInspector'sOffice Re: L)CFAII-1, 0,A)o .6 - ----- /161/(", MfLEAAVIN ,)" /') r'VAMn?y,Ward I certify that to the best of my knowledge, information and belief, the Fire Protection, plans and computations accompanying the attached application concerning the locus at 160'.� 27" 3 Ward are in accordance with the Massachusetts State Building Code and all other pertinent laws and ordinances. ENGINEER-MASS. REG. NO. R. G. Vanderweil Engii-icers, Inc, Company 274 Summer Street, Boston, MA 02210 Address (617) 423-7423 Phone Then personally appeared the above-named If and made oath that the above statements by him is true. Before one, Not ry Public" J, My Co,omission expires: IC9 UI/.L oy U',1 44 [�'nl l s sb•lybo DhAi\ HCH AJ,I,1A1\ 1.0001 f ' Dean Archltectural FAX TRANSMITTAL Alliance, Inc. 179 South Street Boston, MA 02111 voice: 617-338-4029 fax: 617-338-4985 To: Mr. Ralph James Date: January 13, 1999 Of: Perini Building Corporation Fax #: 978-960-3135 From: Mr. Paul Brown Time: 10:00 AM Project: Mezzanine D Pages: 1 including cover Copies to: ❑ For your use ❑ For approval ❑As requested ❑ For comment ❑ Original copy to be forwarded under separate cover MESSAGE Sketches of proposed changes, attached. First change is at bottom of stairwell. See architectural and structural drawings. Second change is at area of existing HC toilet room. Gene knows what this is about; see structural sketches only. Thanks, Paul B. File: DOCUMENT! V I an Va.Ya "VIf000lvOJ 11f'.1-N AAun ALLIA'N LgUUh Jan 12 98 11 : 24a Niru Shridharani 761 -391 --1284 p. 2 COLLAVOT AMC- ENGINEEI'1IN©Si:ItVIGE:a, If-JL' (lrtr:rl Fu.!. (0. 97 111101 5fl nel (:AI cI it A 3 F11 t1Y,�V OAI Mes 4md, M"UM01,19011s ID2155 (A(r.cI(FI) t)Ate TOO 78 t 3B t-99r-6 Pox H 78# 1284 SCALE I3�,ao f s-r w $ ^� I -,r 1 1 3 � U AA ° r cu-► w 1-2- WIZ i w $ C(.1 i vJ$ �U L•u 7kc- H1.1oLc, GI c!g �NG Q QLa.cl 3U Ulf 101 UO va:q r LYU11 000`1Zf OO vZA.N :Ilxk fl W t Jan 12 99 02: 51p Ni,ru Shridharani 781-391 -1284 p. 2 col_l-ABORA-TIVS ENGINEERING SERVICES, INC �tti_r.I rtc�..,,,... _ ! or•— � 92 111[01 Sheet DAZE Medford, mo,wchtmell9 02155 t:ttF.c:KEt1UY _T r Tel#781=391-99b 5 Faye o 781 MR 4 SCAI Nw v./8 p s it r-4 e Bfi � '� A - tuy 1kzr:;, p F �1�Ql �� V vl� � `""t S c C c: 1 .. I C � 1r v I C r s 5 5 y -3 a'Z ._ �►s� ����� arm 1 d �apjoj per►? tl(R vwflp? -ajvw+ 3- '�,+ a] 6vr�� �kMvv0(� V 1 yr-►o^i � s f0 170-4 1 = ,I7/ -ar*S 0 a CvTT-CA+ ae-��Bn [comer SCE ('�i`" ►'-�`� P 9 ' - 9 1 /8" 2 1 /2 " 3 � — T) Now, I TO CE OF NEW STEEL +I Li I Li EDGE OF MEZZANINE �- o co ABOVE cn co ALIGN 4 Ln 0 z `n J4 zrt 00 309 STEEL COLUMN -- we, w (SEE STRUCTURAL 4 C '� L- w 3" � cn co w n I a z r Area- CD rc,�ecs�- 13 CN fie. Z o4 4 2 1/2" -0,� o ;( A L OF NEW STEEL -H r uo� e- OF DGE OF MEZZANINE o 1 BOVE \0 CC) \ GN 7- 4 ` a - --- z'i bkuy�, 4 --- - - _ __ - - - - - 25 309 STEEL COLUMN -j (SEE STRUCTURAL DWG.) C-L) - r q a a� 0 V)w I � 11D I oa Q w KOH T ---� HANDRAIL STEEL COLUMN -- ------ (SEE STRUCTURAL DWG.) 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Req # : PR9807160009 FACILITY REQUISITION 10/02/98 - 07 : 53 Report: PRO02 Page: I FEJR 41 : 980508 Const Org: CONTRACTR MACCS Charge #: W980508000 Change #: 0 Req Status: CONSTRUCTN Req Type: PLANT-REQ Wanted: Title: MEZZ-D RENOVATIONS-OFFICE AREA Entered By. SCHULTZ, WALTER - JJ1272400 - x 3133 - pg 0074 Date, 07/16/98 Requester: SCHULTZ, WALTER - JJ1272400 - x 3133 - pg 0074 Auth: JJ1272400 Engineer: SCHULTZ, WALTER - JJj 00 3 g" Chad: JJ1272400 Proj Code: OLS2 Bldg/Flr: 30 /02 Est. Cost Column: P-21 1 Room: c ----------------------------------------------------------------------------- DRAWING NUMBERS SHEET NUMBER(S) COMMENT --- ---------------- -------------------- ---------------------------------------- --------------------------------------------------------------------------------- ASSOCIATED ORDERS! TYPE STATUS DATE COMMENT ------------------ ---------- ---------- -------- ------------------------------ ------------------------------------------------------------------------------- - JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET-# ------------------------ --------- --------------------- ---------- -------- -------------------------------------------------------------------------------- T-If IT4 PF EL CP Sm PT WL LS TE TOT LABOR $ MATER $ ACCOUNT -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ----- -------- -------- -------- 01 1500 1000 3000 2000 1000 1000 95,00 446500 515000 50110312 ---- ---- ---- ---- ---- ---- ---- ---- ---- ----- -------- -------- - 1500 1000 3,000 2000 1000 1000 0 0 0 9500 446500 515000 -- ----- --------------- -------------------------- ------- Approved: Approved: C� LAVACHE, PETER C Engineering 6Eronmental Date: Date: lb /_2 k c 0 Req #: PR9807160009 FACILITY REQUISITION 10/02/98 - 07 :53 Report: PRO02 -------------------= Page: 2 ----------------------------------------------- ---- - -- Task #: 01 Requester: SCHULTZ, WALTER - JJ1272400 - x 3133 - pg 0074 Work: MEZZ-D RENOVATIONS-OFFICE AREA 1.Provide labor and materials required for MEZZANINE -D- renovations (OLS OFFICES) as indicated on enclosed drawings (24 SHEETS) dated 11 SEPT. 1998 and PROJECT MANUAL dated 11 AUG. 1998, revised 11 SEPT. 1998. Materials shall be ordered by analyst, except structural steel shown on structural drawings S1 & S2 which shall be purchased by contractor. NOTE:FURNITURE FOR THIS PROJECT WILL BE PURCHASED BY FUTURE PO#XXXXXXXX, MATERIAL COSTS ARE NOT INCLUDED ON THIS FEJR, HOWEVER INSTALLATION MANHOURS ARE INCLUDED. Doing Org: JJ1272300 Task Hours: 9500.00 Account: 50110312 �i, c�i a;f ua:y 3 �]'ui r S y{s4yJ5 DLAR AKCH ALLIAN lQ}001 Dean Architectural FAX 'TRANSMITTAL Alliance, Inc. 179 South Street Boston, MA 02111 voice: 617-338-4029 fax: 617-338-4985 To: Mr. Ralph ,lames Date: Janua 13, 1999 Of: Perini BuildingCorporation Fax#: 978-960-3135 From: Mr. Paul Brown Time: 10:00 AM Project: Mezzanine D Pages: 1 including cover Copies to: ❑ For your use ❑ For approval ❑As requested ❑ For comment ❑ Original copy to be forwarded under separate cover MESSAGE Sketches of proposed changes, attached. First change is at bottom of stairwell. See architectural and structural drawings. Second change is at area of existing HC toilet room. Gene knows what this is about; see structural sketches only. Thanks, Paul B. File: 00CUMEN71 � r - all J.= VJ.H= "U1=JJOY.)O,) UL':L\ _it(W1 ALLIAA t9i 0Ub Jan 12 93 11 : 24a Niru Shridharani 761 -331 -1284 p. 2, Nat � near ,� ,c, To F�f Pow.,, COfr1JlO(7>AT1VE ENGINEERING St-11VIC:ES, Me n1 rr;t r !lt3. 1 92 1{f(�l 9Ir eel UI i:AI(A4A}t:!)tlyL—P(; ,_DA1� ) � I Merllt xcl, Ma�stic;illurolfs p2155 rrlrc:rQDtly TOO 781'391-996 6 Pax 0 78 1 1284 scnl.r: _.__._.__t}n tE -- l3�.00 yf 1YF 1 Z ZZK X r� 2'�2 2lz / r J Z v I � SEC , AA R '• V CU7 w W f2 r C'cd; US S P L A>" Luc E t-i-r -R t- H tJ o L 0 Q I CS IN c. Mt" Z-4A"l D U1i to/ ay VO.111 "oA f 000quoo VrA.N ."Ake n :]LL1:1.V w-,j Vv� , Jan 12 99 02: 51p Niru Shridharani 781 -391 -1284 p. 2 e COL_LJABOnATIVE ENGINEERING SERVICES, ING M11-F.1 92 High Site-el c.Au:lH AI Et)V y j 0 c— DA1 17 O l Meclfad, Mcrssacltu��ali-9 02155 c:tiECtc Ilt3Y r�ntE Tel#781-391-996 5 FAx# 781 W 84 SCAT r- -- 5 NT fix, w ►8 � � S�s� '� HLC8 c� � O C7 ��c �;� �kt.,e.�� vv�F�� `t'�� 0�' ���r- ��Oc.1/t tti cf��1o�ci . CxiS�� [oca.�►�, T _f Mol," (SOMA Pas+ Gnu rb�e 7 P Z(p — To et p[u c• n were cvt c-iv aed LS A�5 r Za Gl`� Mew l�EenSt�C �3.k+n g4 Asa oAI+ Ckaj i"3 b:q� pkk 0�- co(JAA a S cli t7 -Ait �©C� Gt P . 95 --- 9 1 /8 " 2 1 /2 " 31 _0,; ~---_ TO CL OF NEW STEEL +I � w +f EDGE OF MEZZANINE 0 00 ABOVE U 00 z 4 Ln0wLn ALIGN T, =7 7 - - - - - -- ...... JQI - n V 309 STEEL COLUMN �- -� (SEE STRUCTURAL LLJ p Ong ! \ 0 � U mot- ! 0 w NJ ! PSQ nr DA4 a f TO CL OF NEW STEEL E 2 D EDGE OF MEZZANINE °p+ ABOVE ��V' o. \ �j�cal r�- - ALIGN = - o z btu - 2@6 o 1 i Mpg STEEL COLUMN J (SEE STRUCTURAL DWG.) O i m 0 � ccn cc c, - -- - --- Lo w V I - e HANDRAIL --- ---- STEEL COLUMN 4 ------- (SEE STRUCTURAL DWG.) MC 12x10.6 STi INGE _-- -- 4 AT WALL -- STAIR A-4 n -10 1/2" 1 9 5/8" GYPSUM 1 'ALL BOARD I -' ON A 2 1/2" ETAL STUD 41_4„ I r - 4'--6 3/8" 5'-5 1/ i i Sir Area m 1��eGcs� +j tan (14 Pso, -6v- DAA Town of North Andover 0 6. 0 0I,-F'ICE OF 0 COMMUNITY DEVELOPMENT AND SERVICES �- 1 27 Charles Street North Andover, klassachusetts 01845 WILLIAM J. SCOTT SACH Director (978)688-9531 Fax (978)688-9542 April 2, 1999 Mr, Robert F. Bartley Building Electrical Supervisor Lucent Technologies, Inc. 1600 Osgood Street Bldg, 20-3X67 North Andover MA 01845 Dear Bob, I have reviewed your request for an interpretation on, Chapter 141, Section 7 of the Massachusetts General Laws concerning "Non Applicability of Statutes. As the authority having jurisdiction, I have determined that you are in violation of Chapter 141, Section 3 of Massachusetts General Laws. Regarding licenses the technicians shall be required to possess a certification D systems technician license. You have the right to appeal this decision to the Board of Electricians Appeal Board. Write to: Board of Electricians Appeals The Commonwealth of Massachusetts Division of Registration 100 Cambridge Street Boston MA 02202 Sincerely-yours, J; s�DeCola, E ectrica Insp ctor JD:jm BOMM OF APPEALS 688.9541 BUILDING 688-9545 ('ONSEJZ1?XF1ON 688!9530 HEAU111 698-9540 PLANNING 6859535 3/29/99 Jim Decola—Elect,Inspector Building Inspectors Office 27 Charles St. N. Andover,MA 01845 Dear Jim: I have been requested to,investigate a practice here at the Lucent facility at 1600 Osgood Street ill North Andover.This practice involves our current method of installing data and communications wiring throughout the plant.Because of the fluid nature of our business and the fact that we are the world leaders in the manufacture of data and communication equipment,our network of Data and Telephone Lines is constantly being re-arranged or upgraded,Our current process is to have Licensed Electricians install the raceways,mostly in the form of cable tray, and the drops from the cable trays in the form of a conduit or a telepole. With this done, we rely upon specially trained Technicians to lay the cables and perform the terpiiiiations and splices for these lines.These Technicians are not Licensed Electricians,however the lead mail in their group is Licensed and he performs incidental tasks that fall into our defined category of Electrician work. We base our practices,as described above,oil the Massachusetts Electric Code of 1996 which states inn section 141:7 under"Nonapplicabitity of statutes"that this code does not cover"work in connection with the installation,construction,maintenance,repair and renovation of telephone equipment or computer systems by a person,firm or corporation primarily engaged in the telecommunications or the information system industry". In that we are a major element in the teleconmilmications and the information system industry,we interpret that we are in the same exempt status as the elevator industry, the power transmission industry, the power generation industries and the railway industries,as noted in the same section.However,we feel that it is in our]best interest to have licensed electricians involved with the raceway installations and our technicians involved in the actual cable installation and termination, As the authority having jurisdiction,I am requesting that you confirm.that we are not in violation of the Massachusetts Electric Code,and that we are in fact exceeding the requirements of the current statutes by our involvement of licensed electricians for raceway installations. Sincerely yours, Robert F.Bartley Building Electrical Supervisor Lucent Technologies, Inc. 1600 Osgood Street, Bid. 20-3X67 MAndover,MA 01845 cc: Pete Lavaclic-Building Maintenance Mgr. Mike Schrowang-Machine Maintenance Mgr. { M CONTROL. � The COM—OnwCAlth Of Manaachusetts Q b State BOaard of BuLlcting RegulAt Ins and TOWN OF NORTH ANDOVER z Ll Standards 11 W Cn massachusetts state Btlllding Cade BUILDING DEPARTMENT rn 7B4 CUR WAPPLICATION TO CONSTRUCT, RZPAIR.INNOVATE.CHANGE THE USE OR OCCUPANCT Or. OR DEl[OLMH ANT UBU MING O'TSER THAN A ONE OR TWO FAhMT DWLIS.ING n' � 1" W ..-> :... ;. Thls Section For OI>Yctal Ues Only.. O g PerwIL Number. Date lssuod Sufis 4 $ R�00�/.lI�PCClL�O�$llll�l11�11' Dat - y az=OIt 1 SITU IPfIrORMATION 1.1 Properq Addrsea: 1.2 Amoseers leapt Parcel Namber. 60o OSGO0D ST," c� mar Mop Avipo//E Map Number 'Parcel Number' 1.3 Zoalag Informatloa: 1.4 Property Dta�tnalaaa: O -x.2, /6D ± ka ysoo Fr n Zoning Dwrset PrvpoeW Use lac Area lafl Frontage Ifu --i 1.6 Building Setback.(R) V040) L, m rront Yard Slde Yards Rear Yard Rtgttlred Provided Requited Ptovidcd Regtilred Provided . Q r..� OC / Z I [ , 1 2 [. h 1.7 Watar Supply(ILG.L c.40.1154) 1.3 Flood Zoos Wormatloa: 1.8 Sew"s Disposal Srrtanu b Puhlle 000' Pttvata Q Zone: Outride Ffoad Zone Municipal O On rite disposal system -- 2 SEC' ox 2-PROPS=I 0WNZR2W/A1TSORZ=AGENT , � O 2.1 Owner of Rscor& cE c Iw x� m /Goo 000 �'T = Name�u ;U S4 a ure Tekphone —i 2.2 AntAori"d AgukU fl 8014 Cro IA14 . D. 8 S z O Sifnaturs z SDCTIOK S-COR3TR17C11O1f SERVICES TOR PROJECTS=S.THM U.000 C=C-7=OF WCEMED SPACE M 3.1 Lieanaed Constraefios berptrvtsor. Not Appiiable d 90 Nye Y :7, s c CS (961Y.3? IJct aced Construction Supaq+nr. -_ Lk I1rpDv�le ar..aNetmber O Ada �— GDExpirnuor,Dark gym Takphorx 3.2 Registered Home improvement ContrigEar. Not Applicable C r Company Name Re*auzwn Number v Madness Fxptnnon Vats M r S�nutrre Telephone r z E SWnOX 4_WORIMRS,COMpZltSATION UOURANCE AyrM&VIr%Laj. a 152 6 26C(B)1 . Workers Compensation lnaumnce aln"vit must be completed and submitted with this applicauon.Failure to pnr4de this &MdAvit wrtll result in the dental of th issuance of the building permit» Siped AMdavit Attached Yes......If No......o SE(."1IOlti b-PROIrt.=oX"DllWl N AND C0Rjj;k1yCTI0X.B6it czs••TOit SUMMINGS AND STRUCTURM BUHJECT TO C0hNjTxUCTl03[CUldIROI.M"UA!' r TO"O CIM lie(CONTA t(IRGi, MORE THAN 33.000 CT-OP 1"XCLOOED 6.2 RegWored Architect Nat Appilt�ble o Rc, �c7" 3So29 Name(P&4Wvanc); Reparranon Number Sbalw ST ,SoSTbN M Addtera Expu.w„Datit SWU Tekphone 15.2 Ratiaured Profearsioaai Eugiaear(s); Cva T 1VI I6 eEi 1 G s U� G Forms Area of ResponstbUlly Z ra Sr` tS� S _ z/eto�/ Address Me"rep . Rspstrsoan Number aN C o �81. 3q/- 9g45 Telephone Exptratton Date A=of ResporutbWty _ 2 7S/ Svtirhfeoe 0177 00$7,'O u 307.39 � e,1,0787 Addrtm 0//— JOS • 711Z j RstWuanan Number ETE ATr 14. Jt 44errVCHNI Stwttu+ Telephone Exptrsnon Date S/GlN 5S .�ii✓C CIM/t- . Name AzsofRespaeutbttuy Addnas `ayN N. rJ Gl./l/AN �. Rapstra a Number � L D NE t4. ✓ 8' G � Telephone Expunnan Date Name ru Ar"of Respotbtllty Add,eas Rejstration Number SLgrkatum Te{ep},o„e FAptratton Date &3 Gas"GoatrSctor *RINI B014.?2Ie, eA &C, NotApplimb(e s�-,II,jry Reponxtble in Charge of Construction _ ?10 [SIV— Tck"ham SF.CfTON 0-DESCRDMON OF PROPOGED WORK(check all applicable) New Construction bdating Building ❑ Repatrte) a Alterationlal ❑ Addluon ❑ Accessory Bldg. a Demolition Other ❑ specify, Brief Description of Proposed Work: SA 4/N.ST�41� �i00 S,F 46�2,1,,v4g Sole 61:[.'TIOII'7-USX GROUP AND CONSTRUCTION TYPE USE GROUP(Cheek as applicable) CONSTRUCTION TTPE A Assembty a A-1 ❑ A-2 a A-3 o lA O A.4 O A-5 ❑ 18 O a Business a 2A O it Educational a 2B a T Fack"y a F-1 a F-2 a 2C ❑ H High Hazard a 3A a 1 Insututlonal O 1.1 a 1-2 O 1-3 ❑ 3B a M Merew le ❑ 4 ❑ R Residential a R-1 a R-2 o R-3 0 SA o a Storage a S-i O — S-2 a 5B a U uutity Specify ; N[ Hurd Use _spectfy. s spe'W Use a Specify: COMME'Il;'nn5 b`SCl'IQ 1 IF MIMING BUIIDWG UMERCOING RENOVATIONS.ADDMONS AND/OR CHANGE IN USE Existing Use Group: Prvpo-ed Use Group: E3"ting Hazard Index 780 CMR 341! Proposed Hazard Index 780 CMR 341: 6Z=Ol1 a SUnMUfo BE1GM AND AREA 13UrMD40 AREA Ead,sting(If appilcabk) Proposed Number of Floon or storks include ba;aem,ent kveb Floor Area per Floor(sn -- Total Area(so Total Height W 8M=OK 9-STYUCTURAL PEE RL9IEW(7a0 CMR.110.11) Independent SUuctural Engineering Structural Peer Review Required Yes......a No...... aDC'I'ION 10a-OAMLeR AuMOR.IZATIox-TO EE.CQ![PL MM WHEN OWTu*3 AGERT OR ColtTRACToit A!ll,m TOR 13UILDIIio PzpjaT I' as Owner of the subject pmperty here authorize to act on my behalf.In all matters relative to work authorized by this application. ". � � �� Uon. firms s.!!?8 99 84crAMMoiowner Date 6ECTION IOb-OWr(ERJA.Ut+THOR=D AGENT DECLARATION ~ moo-O"rRTJAuthortzed Agent hereby declare that the statements And information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. rSTANd E y .T, tSw�,�t:,�E`SX Y 'r10 ►mot M ,-,d*.00itXvaZV-eA,(&4 (2 4 tam of / t — pate tIECMON xx-INTMATaD CONSTRUCTION coals Item Estimated Cost(Dollars)to be O(lictal Use'On}Y completed by permit applicant 1. Building 0D0 i�0 (a)BWl ing Pej=t Fee Mukhpher 2. Electrical C�fl (b)Estltmted ToW Coal of 'C mistructloo from(6) - 3. Plumbing ' 8nildlag Paz t Paz (a)s(b) 4. Medmniad (HVAC) a0 , -�- S. Fire Prstecilon 6.ToW■(i +2+3+4+5) Qv v .....r Check Number rIST OF DRAWINGS 640 Y 7, !9 p 9 \� h e pytg Electrispl Sheet d t_gT� Ci`.il 19 E-1 Legend and Schad-aes, ^d --Mils t-1 ;: le St est 20 E-2 Site Ron 2 C-1 Existmg Conditions Site Plan 21 E-2A 3 C-2 Site ?ion 22 E-3 ❑veroll One Line Diogran s J C-3 Detol:s 23 E-4 A S"-itchgeor One Line Diagram ti C-4 (Foti.:re) 24 E-S Ponelooard One Ling Dioaron Sheet Dn'9 = Architectural 25 E-6 Switchgear Elementary Control Diagrams 26 E-7 Switchgeor Eter,entary Control Diagroms A-1 Site Pion and Elevation A-2 tt`y. �,. 27 E--8 Area Plan y A-3 Exterior Etevotians, Buitoing Section 28 L-g Grounding Grid Plan A-� +h'alt Seciior.s 29 E-10 Grounding Grid Details J� A-5 Detals 30 E-11 Lighting Plon .1 f r,toriGr Elevations 31 E-12 Power Plan A- A-7 poor, 4'indcw Details and Schedule 32 E-13 Storage Buitdir.g Power coot Lnghtir:g Plnn i2 33 E-14 Details t3 A-8 Storoge Building Plan, EleVCi tiGn, Building SeCtiOn PO. beet n Dw = Strsrctural :4 S-1 Fnuncl., Froming Plans S-2 Plan and sections ;q o-3 Detali5 and "iec ti Gr�S Sheet DvQ trechonical 17 h1-1 Lege=zd,Schedules, Details 18 M-2 Floor Plan Mr�-P 00, v34 /.CT, " Ij0, d::)n �pRTy own of L er 0 No. 22o y 4�1 ^� }- ��Q dower, Mass., &%5' cocrri t BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT .AAM3,;-r...11W�.QLwg-'.�e7-'i 4r...i3c:�Ct�{�c?¢ +c3hr E}N�!�..��' .�+ •...... Foundation has permission to erect ................................. uildings on ._!.(no.... ]5 7.... . . Rough to be occupied as 40 ... .4 .. a�"t" .,. ... 3ar�.... 5To/t? $E J?.xi.G0.uf -Cs ..... chimney provided that the person acc pting this permit shalt 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 PERMr I•" EMPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR 2r' Rough 1�►moo r2 Si� ��i,.T�1t tK+�( 14,111111111111111111 , �- -------------------- .........-......................................................... Service BUILDING INSPECTOR Final Occupancy Pernit Required t0 Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To Be Done FIRE DEPARTMENT /�U�ntil Inspected and Approved by the Building Inspector. Burner os. r q_3a ` 13!62._ Street No. SEE REVERSE SIDE Smoke Det. ego �'ea'D: rem,-4a a 7 .^ �QRT1y /VVL�P Q0. ra34- �— AJ0. 4%>t7 ONM Of � dover O ; t No. 220_ aCOcni E� Q dower Mass. � � off_ /�' ' , 1' ��. 0�RTEQ F"'? .qS BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT ,u.�'tT...T `.kl ?Q> �t-�+ ..�' �/4±4...i3c.:La.!c?¢. �+ t���}N�f� ��"lV�' . Foundation has permission to erect ................................ uildings on ..E. no .... /.. ....................... Rough to be occupied as 46.P.. . R.OrvL ,Lal,'"' . ...�...�.3�.. !...STo 13 �G r�/N�-Cf o..... Chimney provided that the person acclapting 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 PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS 1fs� 'L ELECTRICAL INSPECTOR 4 2 S t-te w. Rough Lt iu dE'wt TvK%. V26*4 it 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 Jq-32 Street No. SEE REVERSE SIDE Smoke Der. +M�P Il�o, v34 iC�" 1VO_ caol� NORTH Town 0-iL o L dover No. 220 Z h dover, Mass., — CC I Of-ATE RRTED P`F 5� BOARD OF HEALTH PER =uw=, 1T T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT k.u.4'e-w.�C ... ' `.!•4�?Q Cap+ :s ..�' i r.J�►4...i3c:�Lt�� - s'rP�}NL�, �'� - .... Foundation has permission to erectbuildings on ... .....0.9 . ............... Roue /3cx�16rn STo to be occupied as 44.�.. ... IF�4��..�a�,r1'!�#.'�.....,r.................... . .. ..?�4�:..�:.L���,(�-.�s�..... chimney provided that the person acch tin this permit shall in eve respect to the terms of the a lication on file inP P P 9 P ry Papplication 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 PERMIT EXPIRES IN 6 MONTHS Final UNLESS CONSTRUCTION STARTS ELECTRICAL INSPECTOR �us2 Sift` � .ToN Mp"�ibr lam.-�•�•,. ,r; Rough Service �D2wci= 1.t �K ....... ............................................................... 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 [or- 2 Street No. SEE REVERSE SIDE Smoke Det. `' Cato vee b: I F M The Commonwealth of Massachusetts State Board of BuLlding Regulatlons and Standards TOWN OF NORTH ANDOVER BUILDING DEPARTMENT ' . �� Massachusetts State BulldL1 Code ~� . 780 CMR LLJ APPLICATION TO CONSTRUCT,REPAIR.RBNOVA= CHANGE THE USE OR OCCUPANCY OF. OR DEMO DEMOUSH ANY � �1 yy „nn BUT1MING OTHER THAN A ONE OR TWO FAhMT DWELLMG „ TbbaSection For O?ffWal Use Only,, g Perna -� make IaauxL a'w" ! BuWL" /1napecwrof8uWbW Date SZCMON 1 SI M MO Oft 1.1 Pro 1.2 Assessors MAp Panel Nuinber. r Map Nuaaber Psrnal Number 1.3 Zoning Information. 1,4 D lm o= --r-- " Zaau M DWMct Proposed Use Last Atm.Ball FrontW lfq 1.6 Building Setbacke(ft) r M M Front Yard Skle Yards Rear Yard Required proo&d Required Prowlded R"uUvd PruvWed : p . 1.7 Water Supply DLGJ-c.40. 54) 1.s Flood uao lnformadoim 1.6 sewage Disposal Systanu Public Prrvate rA Zone: putalde Road Zone lkiunlcJpal 0Onsite dlsrsosstl aysttm SECTION R-PRO /AXrrEiOiUZXD AGENT 0 2.1 Owner of Record, I e- Name lP M rrntl Addrssa. 40 SWMAUM Tekphont 2.2 Antb,orlaed Agent; 0INC , > � �� 66 uo) C z S1'.`C'1'l'OR 3«CO ON SPAMCES FOR PROJECTS LESS THM 35,E CUBIC. OF BMCLOGED SPACL 3.1 Licensed Consbuction Supervisor NotAppllcable a IJomrad Consaueuon Su . Lbem s Number SLansnme T-kphanc 3.2 Regiatered Home lmprovement Con r. Not APp 9l(mble dr r UC;m,k Company N"M kZcvanua'rl Number m�°^ Address ExpurvAjon Data M .S4AMIUM Ta'lep'h om 1 z., 0 awnON 0-DESCRDMON OF PROPOSED WORK(check all applicable) New Construction Usting Building Cry Repairs) o Aheratlon(sl o Addition G Accessary Bldg. a Demolition Other a Spedfy: Brief Descrlptlon of Proposed Work: zmsr A121,1V4 A? 5 '' tr ON"7 UBE GROUP AND CONSTRUCTION TTPE USE GROUP(Check as appklcable) CONSTRUCTION TYPE A Assembly O A-1 G A•2 D A-3 G IA 0 A•4 D A-5 18 to B Bushes a 2A ti E Educational a 2B F Factory a F•1 0 F-2 0 2C 0 H High Hazard ® 3A q 1 Institutional 0 1.1 a 12 a 1-3 0 3B C9 M Mercantile a 4 0 R Resldentlal C R.I a R•2 a R•3 0 5A p B Storage G S-1 0 S-2 C 58 ti U titltity Spectty; M Mbred Use �Specify. 5 Special Use ® Specify. COMPLEM THIS SEMION IF EXISTING BULLRING UIMERGOING RENOVAMONS.ADDMONS.AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hiaxard Index 780 CMR 3411 Proposed Hazard Index 780 CMR 34): qN B 113UIWING EMM91T AND ARFA. BUnDING AREA Existing(if applicable) *ued Number of Floors or stories Include basement levels Floor Area per Floor(s11 Total Area(sp 41 'fatal Height(ft) QPLirM 1)P �' v !ks, 1 r Er�a"eerfng Structu► 1" 8wnON '1aa. AITma Independent StructwsaJ OWXM A&MMT OR COM"F— f 1 OGO hereby authorize Cy ,�» 69 . �c my behalf In all rust NAO "� c 94tavrurroft over st, .� ,,`4 b �` 4� v �� o, NORr ovm Of _ y over 0 No. 03 CC 7RO1 * ass.,o' _ ^ -� dover, M C2u I ci 19W fi+ a - A t- r4-�rx�, E BOARD OF HEALTH PERMIT T Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT... �r t / c�L�f.vCria........► . T,u a. ' cn �"i� S Foundation Nos permission to smmt.H4IM.� 1taa Uilding on......��ro.a........... ..............rf .................... Rough to be occupied as.(!! AR Ark?n ...Ii!.!......... M.."— c.4DiZ*N 910q.. Chimney 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. Ro h PERMIT EXPIRES IN 6 MONTHS Final ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS '"''' � ' . Rough .........................4.............................................................................. ce BUILDING INSPECTOR r �� 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 Inspectors Burner C.S. ►u.e,. 0614•,3', Street No. Smoke Dec. `� -S DIVISIONS 11 and 12 Not Used DIVISION 13 -SPECIAL CONSTRUCTION Not Used DIVISION 14 Not Used LUCENT HIGH HOUSE 3/15/99 TABLE OF CONTENTS LUCENT TECHNOLOGIES TOC-2 SECTION 01000 GENERAL REQUIREMENTS SECTION TABLE OF CONTENTS 1.01 Related Documents 1.02 Project Identification and Requirements 1.03 Specification Information 1.04 Definitions 1.05 Industry Standards 1.06 Codes, Regulations, Authorities 1.07 Progress Schedule 1.08 Schedule of Values 1.09 Payment Requests 1.10 Procedures and Controls 1.11 Submittals 1.12 Warranties 1.13 Hazardous Materials 1.14 Cutting and Patching 1.15 Temporary Facilities and Utilities 1.16 Products and Substitutions 1.17 Delivery, Storage, Handling, & Installation Conditions 1.18 Labels 1.19 Record Documents 1.20 Project Close Out 1.21 Final Cleaning and Repair PART 1 -GENERAL 1,01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions, apply to the work of this section. B. This section applies to all work performed under the Contract. 1.02 PROJECT IDENTIFICATION AND REQUIREMENTS A. Project Identification: Lucent High House, 1600 Osgood Street, at Lucent Technologies, North Andover, Massachusetts. B. Scope: Construction of single story metal clad, steel framed building including but not limited to demolition of existing structure, related sitework, finishes, HVAC, fire_�rotection, and electrical work. - C. Permits: Contractor shall apply for, obtain, and pay for the construction permit and other permits required to perform the work. 1.03 SPECIFICATION INFORMATION A. These specifications are a special form of technical writing edited from master specifications and contain deviations from traditional writing formats. Capitalization, underlining and bold print is only used to assist reader in finding information and no other meaning will be implied. B. Except where specifically indicated otherwise, the subject of all imperative statements is the Contractor. LUCENT HIGH HOUSE 3115/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000 - 1 c 1.06 CODES, REGULATIONS, AUTHORITIES is A. Comply with all applicable codes, ordinances, regulations and requirements of all authorities having jurisdiction. B. Submit copies of all permits, licenses, certifications, inspection reports, releases, notices, judgments, and communications from authorities having jurisdiction. 1.07 PROGRESS SCHEDULE A. Provide comprehensive bar chart schedule showing all major and critical minor portions of the work, sequence of work and duration of each activity. Update and reissue regularly, but not less than monthly. 1.08 SCHEDULE OF VALUES A. Prepare Schedule of Values to coordinate with application for payment breakdown. Submit at least 10 days before first payment application. Update and reissue regularly, but not less than monthly. 1.09 PAYMENT REQUESTS A. Payments shall be made in accordance witn Contract Agreement, in place, between Owner and Contractor. 1.10 PROCEDURES AND CONTROLS A. Project Meetings: Arrange for and attend meetings with the Owners Representative and such other persons as the Owner requests to have present. The Contractor shall be represented by a principal, project manager, general superintendent or other authorized main office representative if requested by the Owners Representative, in addition to attendance by the Contractors project superintendent. Representatives of the Owner and Contractor shall be authorized to make binding commitments on matters discussed at such meetings, including costs, payments, change orders, time schedules, and manpower. Any notices required under the Contract may be served on such representatives. Schedule a series of meetings, as indicated below, to be attended by the Contractor, Owners Representative. Written reports of meeting minutes shall be prepared by the Contractor and distributed by the Contractor to attendees, the Owner's Representative within three business days. 1. Pre-Construction Conference: Attendance by Owners Representative, Contractor, major subcontractors including as applicable: Concrete, masonry, steel, drywatl, painting, roofing, glazing, mechanical, electrical. Agenda shall include: Quality of workmanship, coordination, interpretations, job schedule, submittals, approvals, requisition procedures, testing, protection of construction. 2. Progress Meetings: Hold regularly before preparation of payment requests and additional meetings as requested by the Owners Representative. Attendance by Owner's Representative, Contractor, and others as determined by Contractor. Agenda shall include work in progress and payment requests. B. Pre-Construction Conference: 1. Contractor shall schedule and conduct a preconstruction conference to review the detailed quality control and construction requirements for each of the materials and/or systems listed not less than 10 working days prior to commencement of the applicable portion of the work. 2. The Contractor shall require responsible representatives of each party concerned with that portion of the work to attend the conference, including but not limited to the following: LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000 - 3 ' a. Contractor's superintendent. b: Materials supplier(s) or fabricator. C. Installation subcontractor(s). d. Agency responsible for Contract furnished testing. 3. The Owner's Representative and Owner's testing agency will be present and shall be notified by the Contractor at feast 5 days prior to the scheduled date of each such conference. 4. Minutes of each conference shall be recorded by the Contractor and shall be distributed by him in typed or printed form to each party in attendance within 5 days of the meeting. One copy of these minutes shall also be transmitted to the Owner's Representative for information. C. Emergency Addresses: Furnish the Owner's Representative, in writing, the names addresses and telephone numbers of individuals to be contacted in the event of an out-of-hours emergency at the building site. Post a similar list readily visible from the outside of the field office or a location acceptable to the Owner's Representative. D. Layout: Layout work and be responsible for all lines, elevations, and measurements of the building and utilities and other work executed under the contract. Retain a registered professional engineer or registered land surveyor,acceptable to the Owner, to initially establish required elevations of all structures to be erected on the site. The registered professional engineer or registered land surveyor shall certify the actual location of the constructed facilities in relation to the existing building. E. Field Measurements: Verify measurements at the building prior to ordering materials or commencing work. No extra charge or compensation will be allowed because of differences between actual dimensions and measurements indicated on the drawings. Differences which may be found shall be submitted to the Owner's Representative for decision before proceeding with the work. 1. Field measurements for Fixed Equipment: Dimensions for fixed equipment to be supplied under this Contract or separate contracts shall be determined by field measurements taken jointly by the Contractor and the equipment supplier involved. A record of the field measurements shall be kept until time of substantial completion of the project, or until the equipment has been-fully installed and accepted by the Owner, whichever is later. Responsibility for fixed equipment fabricated accurately to field measurements for proper fit and operation shall be solely that of the Contractor. Contractor shall pay all costs involved in correcting any misfitting fixed equipment as fabricated. F. Project Limit line: The boundaries of the site do not limit the responsibility of the Contractor to perform the work in its entirety. Make utility connections as indicated. G. Matching: Where matching is indicated, the Owner shall be the sole and final judge of what is an acceptable match. Mockups and sample submissions are required. H. Observation: Notify the Owner and authorities having jurisdiction at least thirty-six hours in advance of concealing any work. 1. Utilities: Prior to interrupting utilities, services or facilities, notify the utility owner and the Owner and obtain their written approval a minimum 48 hours in advance. J. Furnishings, Fixtures, and Equipment: Cooperate and permit the Owner to install his furnishings and equipment during the progress of the work. Owner's installation of furnishings or equipment does not signify Owner's acceptance of any portion of the work. K. Clean-Up: Frequently clean-up all waste, remove from site regularly, and legally dispose of off- site. LUCENT HIGH HOUSE 3/15/99 GENERAL. REQUIREMENTS LUCENT TECHNOLOGIES 01000 - 4 L. Installers Acceptance of Conditions: All installers shall inspect substrates and conditions under which work is to be executed and shall report in writing to the Contractor all conditions detrimental to the proper execution and completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means installer accepts previous work and conditions. M. Coordination : The Contractor shall be fully responsible for coordinating all trades, coordinating construction sequences and schedules, and coordinating the actual installed location and interface of all work. 1.11 SUBMITTALS A. Required Submittals: Submit shop drawings, product data, initial selection samples, verification samples, calculations, coordination drawings, schedules, and all other submittals as specified for each part of the work. B. Submittal Schedule: Within 15 days after award of contract and before first application for payment, prepare list of submittals in chronological sequence showing all submittals and proposed date first due at Owner's Representative's office and proposed date due to be returned to Contractor. Note relevant specification section number. C. Contractors Preparation of Submittals: Modify and customize all submittals to show interface with adjacent work and attachment to building. Identify each submittal with name of project, date, Contractor's name, subcontractors name, manufacturer's name, submittal name, relevant specification section numbers, and Submittal Schedule reference number. Stamp and sign each submittal to show the Contractors review and approval of each submittal before delivery to Owner's Representative's office; unstamped and unsigned submittals will be returned without action by the Owner's Representative. Leave 4"x 6" open space for Owners Representative's "action" stamp. D. Product Data: Provide manufacturers preprinted literature including, without limitation, manufacturer's standard printed description of product, materials and construction, recommendations for application and use, certification of compliance with standards, instructions for installation, and special coordination requirements. Collect data into one submittal for each unit of work or system; mark each copy to show which choices and options are applicable to project. 1. Submittal Quantities: Submit at least 1 reproducible copy and four additional copies. 2. Installer Copy: Verify that the Installer has a current copy of the.relevant product data, including installation instructions, before permitting installation to begin. E, Shop Drawings: Provide accurately prepared, large scale and detailed shop drawings prepared specifically for this project on reproducible sheets. Show adjacent conditions and related work. Show accurate field dimensions and clearly note field conditions. Identify materials and products in the work shown. Note special coordination required. 1. Submittal Quantities: Submit at least 1 reproducible copy and four blackline prints of Shop Drawing submittals. After Owners Representative's action, follow specified distribution procedure. F. Samples: Provide units identical with final materials and products to be installed in the work. Where indicated, prepare samples to match Owner's Representative's sample. Label each sample with description, source, varietal name or manufacturer's name and model number. Owner's Representative will review samples for confirmation of visual design intent, color, pattern, texture and type only; Owners Representative will not test samples for compliance with other Contract requirements which shall remain the exclusive responsibility of the Contractor. LUCENT HIGH HOUSE 3/15199 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000 - 5 1. Initial Selection Samples Submittal Quantities: For initial selection purposes, submit 1 set of samples showing the complete range of colors and finishes available. 2. Verification Samples Submittal Quantities: For verification of an initial selection, submit 3 sets of samples; one set will be returned to Contractor to be maintained at project site for quality control comparisons. G. Timing of Submittals: Submit submittals in a timely fashion to allow at least 20 business days for each office's review and handling. H. Owner's Representative's Action on Submittals: Owner's Representative will review submittals, stamp with "action stamp", mark action, and return to Contractor. Owner's Representative will review submittals only for conformance with the design concept of the project. The Contractor is responsible for confirming compliance with other Contract requirements, including without limitation, performance requirements, field dimensions, fabrication methods, means, methods, techniques, sequences and procedures of construction, coordination with other work. The Owner's Representative's review and approval of submittals shall be held to the limitations stated in the Owner/Architect Agreement and the General and Supplementary Conditions of the Contract for Construction. In no case shall approval or acceptance by the Owner's Representative be interpreted as a release of Contractor of his responsibilities to fulfill all of the requirements of the Contract Documents. 1. Required Resubmittal: Unless submittal is noted "no exception taken" or "furnish as corrected", make corrections or changes to original and resubmit to Owner's Representative, 2. Distribution: When submittal is noted "no exception taken"or"furnish as corrected", make prints or copies and distribute to Owner, Subcontractors involved, and to all other parties requiring information from the submittal for performance or coordination of related work. Print shop drawings for distribution only from the final approved sepia. I. The Submittal Review is for general conformance with the design concept and Contract Documents. Markings or comments shall not be construed as relieving the Contractor from compliance with the project plans and specifications nor departures therefrom. The Contractor remains responsible for details and accuracy, for confirming and correlating all quantities and dimensions, for selecting fabrication processes, for techniques of assembly and for performing his work in a safe manner. J. The Contractor is responsible for confirming compliance with other Contract Document requirements, including without limitation, performance requirements, field dimensions, fabrication methods, means, methods, techniques, sequences and procedures of construction, and coordination with other work. The Owner's Representative's review and approval of submittals shall be held to the limitations stated in the Owner/Architect and Owner/Contractor Agreement and the General and Supplementary Conditions of the Contract for Construction. In no case shall acceptance of a submittal by the Owner's Representative be interpreted as a release of Contractor of his responsibilities to fulfill all of the requirements of the Contract Documents, 1.12 WARRANTIES A. Warranties Required: Refer to individual trade sections for specific product warranty requirements. B. Procurement: Where a warranty is required, do not purchase or subcontract for materials or work until it has been determined that parties required to countersign warranties are willing to do SO. C. Warranty Forms: Submit written warranty to Owner through Owner's Representative for approval prior to execution. Furnish two copies of executed warranty to Owner for his records; furnish two additional copies where required for maintenance manual. LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000 - 6 i D. Work-Covered: Contractor shall remove and replace other work of project which has been damaged as a result of failure of warranteed work or equipment, or which must be removed and replaced to provide access to work under warranty. Unless otherwise specified, warranty shall cover full cost of replacement or repair, and shall not be pro-rated on basis of useful service life. E. Warranty Extensions: Work repaired or replaced under warranty shall be warranted until the original warranty expiration date or for ninety days whichever is later in time. F. Warranty Effective Starting Date: Guarantee period for all work, material and equipment shall begin on the date of substantial completion, not when subcontractor has completed his work nor when equipment is turned on. In addition to the one year guarantees for the entire work covered by these Contract Documents, refer to the various sections of the specifications for extended guarantee or maintenance requirements for various material and equipment. 1.13 CUTTING AND PATCHING A. Limitations: Do not cut and patch any work in a manner that would result in a failure of the work to perform as intended, decreased energy performance, increased maintenance, decreased operational life, or decreased safety. 1. Structural Work: Do not cut structural work or bearing walls without written approval from Owner's Representative. Where cutting and patching of structural work is necessary and approved by Owner's Representative, perform work in a manner which will not diminish structural capacity nor increase deflection of member. Provide temporary shoring and bracing as necessary. Ensure the safety of people and property at all times. B. Cutting and Patching Materials: Use materials identical to materials to be cut and patched. If identical materials are not available or cannot be used, use materials that match existing materials to the greatest extent possible. Provide finished work that will result in equal to or better than existing performance characteristics. C. Inspection: Before cutting and patching, examine surfaces and conditions under which work is to be performed and correct unsafe and unsatisfactory conditions prior to proceeding. D. Protection: Protect adjacent work from damage. Protect the work from adverse conditions. E. Cutting: Cut work using methods least likely to damage adjoining work. Use tools designed for sawing or grinding, not hammering or chopping. Use saws or drills to ensure neat, accurately formed holes to sizes required with minimum disturbance to adjacent work. Temporarily cover openings; maintain weathertightness and safety. 1. Utilities: Locate utilities before cutting. Provide temporary utilities as needed. Cap, valve, or plug and seal ends of abandoned utilities to prevent entrance of moisture or other foreign matter. F. Patching: Patch with seams and joints which are durable and not visible. Comply with specified tolerances for similar new work; create true even planes with uniform continuous appearance. Restore finishes of patched areas and, if necessary, extend finish restoration onto adjoining unpatched area to eliminate evidence of patching and refinishing. Repaint entire assemblies, not just patched area. Remove and replace work which has been cut and patched in a visually unsatisfactory manner as determined by the Owner's Representative. G. Qualifications: Retain experienced and specialized firms, original installers if possible, to perform cutting and patching. Workmen shall be skilled in type of cutting and patching required. 1.14 TEMPORARY FACILITIES AND UTILITIES LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000 - 7 i` k 'r I A. Scope of TemporaryWork: This article ' is not intended to 'limit the scope of temporary Pera work required under the Contract. Provide all temporary facilities and utilities needed. ry B. Permits and Fees: Obtain and pay for all permits,fees and charges related to temporary work. C. Codes and Authorities Having Jurisdiction for Temporary Facilities and Utilities: Comply with all requirements of authorities having jurisdiction, codes, utility companies, OSHA, and industry standards including, but not limited to the following: 1. NFPA Code 241, Building Construction and Demolition Operations. 2. ANSI-Al 0 Series, Safety Requirements for Construction and Demolition. 3. NECA National Joint Guideline NJG-6, Temporary Job Utilities and Services. 4. Electrical Service: NEMA, NECA, and UL. D. Field Offices: Provide Contractor's field offices as needed. Keep current copies of all Contract Documents and project paperwork neatly on file at jobsite. Permit Owner's Representative's unrestricted use of Contractor's field office facilities including copiers, telephones, plan tables, and other equipment. Furnish, maintain, and pay for light, power, phone, fax, and other field office services. 1. An Owner's Representative's field office is not required. E. Shops and Sheds: At Contractor's option, provide shops and sheds for Contractor's use as needed. Locate shops and sheds where acceptable to Owner and authorities having jurisdiction. Prior to completion of construction, when required for the completion of site work, as approved by the Owner's Representative, all temporary storage facilities and surplus stored materials shall be removed from the site. F. Toilet Facilities: Provide and maintain clean toilet facilities. G. Equipment and Tools: Provide all equipment including; but not limited to, hoists, lifts, scaffolding, machines, tools and the like, as needed for execution of the work. Provide safe access to all parts of the work. H. Temporary Enclosures: Provide temporary enclosures and dust barriers to maintain proper temperatures and to prevent weather damage. Always maintain safe means of egress. Temporary enclosures may be constructied with fire-rated plastic tarpaulins as approved by the Owner. I. Streets, Walks and Grounds: Maintain public and private roads and walks clear of debris caused by construction operations. Repair all damage caused to streets, drives, curbs, sidewalks, fences, poles and similar items where disturbed or damaged by building construction and leave them in as good condition after completion of the work as before operations started. J. Protection: Protect all nearby people and property. Provide and maintain barricades, warning signs and lights, railings, walkways and the like. Immediately repair damaged property to its condition before being damaged. K. Public Services: Provide temporary public services such as, street lighting, night lighting, sidewalks, covered passages, signs, signals and the like, as requested by authorities having jurisdiction. L. Construction Fencing: Provide construction fencing and barriers as applicable to the project and as required by code to protect the public and workmen, and to control access. M. Use of Permanent Building Equipment for Temporary Heating, Cooling or Lighting: Permanent building equipment shall not be used without written permission from the Owner. If the equipment is used for temporary heating or cooling, it shall be adequately maintained per LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000 -8 P EE EE f manufacturer's instructions and protected with filters, strainers, controls, reliefs, and similar items., Prior to turnover to Owner, the equipment shall be in a clean, like new condition. The guarantee period shall not start until the equipment is turned over to the Owner for his use. Do not invalidate warranty by any action or failure to act. Clean and change air filters frequently to prevent construction dust and debris from contaminating system. N. Fire Prevention: Take every possible precaution to prevent fire. Store hazardous materials in a manner and at locations acceptable to authorities having jurisdiction. Provide several fire extinguishers for each work area. Schedule work to make permanent fire protection systems operational at the earliest possible time. O. Egress: Maintain safe and legal means of egress at all times. At all times, provide at least two separate means of egress for occupants who remain in the building during the work of this Project. Obtain the approvals of the Owner's Representative and authorities having jurisdiction for all temporary and permanent means of egress used. 1.15 PRODUCTS AND SUBSTITUTIONS A. Manufacturers: To the greatest degree possible, provide primary materials and products from one manufacturer for each type or kind. Provide secondary materials as recommended by manufacturers of primary materials. B. Substitution Requests: Submit 4 copies. Identify product to be replaced by substitute by reference to specification sections and drawing numbers. Provide Contractor's certification and . evidence to prove compliance with Contract Document requirements as acceptable to Owner's Representative. Approval of all substitutions is required prior to bid award. C. Substitution Conditions: Substitution requests will be returned without action unless one of the following conditions is satisfied. The Contractor shall state which of the following conditions applies to the requested substitution: i. Request is due to an "or equal" clause. 2. Specified material or product cannot be coordinated with other work. 3. Specified material or product is not acceptable to authorities having jurisdiction. 4. Substantial advantage is offered Owner in terms of cost, time, or other valuable consideration. D. Invalid Substitutions: Contractor's submittal and Owner's Representative's acceptance of shop drawings, samples, product data or other submittal is not a valid request for, nor an approval of a substitution unless the Contractor presents the information when first submitted as a Request for Substitution. 1.16 DELIVERY, STORAGE, HANDLING, & INSTALLATION CONDITIONS A. Manufacturers Instructions: Strictly comply with manufacture's instructions and recommendations and prevent damage, deterioration and loss, including theft. Minimize long- term storage at the site. Maintain environmental conditions, temperature, ventilation, and humidity within range permitted by manufacturers of materials and products used. 1.17 LABELS A. Labels, Trademarks, &Tradenames: Locate required labels on inconspicuous surfaces. Do not provide labels, nameplates, or trademarks which are not required. Provide permanent data plate on each item of equipment stating manufacturer, model, serial number, capacity, ratings and all other essential data. 1.18 RECORD DOCUMENTS LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01060 9 A. Gener4: Keep record documents neatly and accurately. Record information as the work progresses and deliver to Owner's Representative at time of final acceptance. Include in record documents all field changes made, all relevant dimensions, and all relevant details of the work. Keep record documents up to date with all field orders and change orders clearly indicated. B. Drawings: Keep three separate sets of blackline prints at the site, one set each for mechanical, electrical, and architectural/structural disciplines. Neatly and accurately note all deviations from the Contract Documents and the exact actual location of the work as Installed. Marked-up and colored prints will be used as a guide to determine the progress of the work installed. Record Documents will be inspected weekly and shall be corrected immediately if found inaccurate or incomplete. Requisitions for payment will not be approved until the record documents are accurate and up-to-date. 1. At completion of the work, submit one complete set of marked-up prints for review. After acceptance these marked-up prints shall be used in the preparation of the record drawings. Obtain and pay for one complete set of reproducible prints. 2. Reproducible prints shall be made on 4 mil polyester-base permanent mylar or approved equal. Diazo myiars are not acceptable. Make all modifications to these reproducibles as shown on the marked-up prints. Remove all superseded data to show the completed installation. Reproducibles may be made from the originals of the Contract Documents. Arrange with the Owners Representative and pay for reproducibles made from originals. 3. Deliver the completed reproducible record drawings properly titled and dated to the Owner's Representative. Indicate preparer of record drawings. These record drawings shall become the property of the Owner. C. Specifications: Maintain one clean copy of complete specifications [including addenda, modifications, and bulletins] with changes, substitutions, and selected options clearly noted. Circle or otherwise clearly indicate which manufacturer and products are actually used. D. Operating and Maintenance Manuals: Manuals shall be submitted which contain the following: 1. Description of the system provided. 2. Handling, storage, and installation instructions. 3. Detailed description of the function of each principal component of the systems or equipment. 4. Operating procedures a. Prestartup activities required. b. Startup. c. Normal operation d. Emergency shutdown. e. Normal shutdown. f. Trouble shooting guide. 5. Maintenance: a. Complete lubrication requirements; type and source of lubricant, interval between lubrication, etc. b. Preventative and repair maintenance procedures. C. Complete spare parts list with cross reference to original equipment manufacturer part number. 6. Control and alarm features: a. A schematic of all control systems. b. A list of all controller operating set points. C. A listing of all settings for alarms and shutdown systems. d. Provide pump curves for all pumps. e. Provide fan curves for all fans. 7. Safety and environmental considerations. E. Copies of Operating and Maintenance Manuals: Five copies of the manuals shall be provided within sufficient time to allow for training of Owner's personnel. Progress payment may be LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000 - 10 withheld if this requirement is not met. F. Additional Requirements for Operating and Maintenance Manuals: The requirements for manuals applies to each packaged and field-fabricated operating system. The manuals shall be provided in three-ring side binders with durable plastic covers. The manuals shall contain a detailed table of contents and have tab dividers for major sections and special equipment. No training or equipment turn over to the owner will be accepted without maintenance manuals a minimum of 10 working days prior. G. Framed Data: Provide charts and lists of all valves, circuits, switches, controls and equipment. Install on walls under glass at locations directed by Owner's Representative, H. Prepare Owners FAC forms for each item of equipment installed. Submit to Owners Project Manager. f A 9 PROJECT CLOSE OUT A. Complete the following prior to Substantial Completion: 1. Provide Contractors Punch List of incomplete items stating reason for incompletion and f value of incompletion. 2. Advise Owner of insurance change over requirements. 3. Submit all warranties, maintenance contracts,final certificates and similar documents. [ 4. Obtain Certificate of Occupancy and similar releases which permit the Owners full and ( unrestricted use of the areas claimed "Substantially Complete". 5. Submit record documents. 6. Deliver maintenance stocks of materials (where specified). 7. Make final change over of lock cylinders or cores and advise Owner of change of security € responsibility. 8. Complete startup of all systems and instruct Owners personnel in proper operation and routine maintenance of systems and equipment. 9, Complete clean up and restoration of damaged finishes. 10. Remove all temporary facilities and utilities that are no longer needed. 11. Request Owner's Representative's inspection for Substantial Completion. l B. Owners Representative will either issue a Certificate of Substantial Completion or notify Contractor of work which must be performed prior to issue of certificate. I. P p � t C. Complete the following prior to Final Acceptance and payment: 1. Obtain Certificate of Substantial Completion. 2. Submit final application for payment, showing final accounting of changes in the work. 3. Provide final releases and lien waivers not previously submitted. 4. Submit certified copy of final punch list stating that Contractor has completed or corrected each item. 5. Submit final meter readings, record of stored fuel and similar information. 6. Submit Consent of Surety for final payment. 7. Submit evidence of Contractors continuing insurance coverage (if required by Contract Documents). 8. Replace all broken glass. 9. Submit final lien releases from all subcontractors, sub-subcontractors, vendors, suppliers and others as applicable. 10. Submit completed FAC forms. 1.20 FINAL CLEANING AND REPAIR A. Clean Up: Remove all tools, surplus materials, temporary facilities, labels, dust, dirt, stains and protective wrappings or films. Polish all glass, mirrors and shiny surfaces. Vacuum carpets. LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000- 11 Clean toilet facilities. B. Repairs: Repair and touch-up all damaged and deteriorated products and surfaces. PART 2- PRODUCTS [Not Used] PART 3- EXECUTION [Not Used] END OF SECTION t E f [t E f E. I i I r LUCENT HIGH HOUSE 3/15/99 GENERAL REQUIREMENTS LUCENT TECHNOLOGIES 01000 - 12 SECTION 02050 DEMOLITION PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. Demolition: 1. Demolition of exterior structures, and components, designated to be removed. 2. Protection of portions of building adjacent to or affected by demolition. 3. Removal and legal disposal of materials. 1.03 SUBMITTALS A. The following shall be submitted: 1. Permit for transport and legal disposal off-site of demolition material and debris. 2. Demolition procedures and operational sequence for review and acceptance by the Owner's Representative. 1.04 QUALITY ASSURANCE A. Comply with governing codes and regulations. Use experienced workmen. k 1.05 PROJECT CONDITIONS A. Occupancy: Areas where demolition occurs will be unoccupied prior to commencement of demolition. Areas surrounding the construction area as indicated, will be occupied by the Owner. Conduct demolition operations in a manner that will minimuze need for disruption of Owner's normal operations. B. Condition of Items and Structures: The Owner assumes no responsibility for the actual condition of items and structures to be demolished and/or salvaged. i C. Partial Demolition and Removal: Items indicated to be removed but of salvage value shall be removed and stored or stockpiled as directed by the Owner's Representative. Items salvaged and not of use by Owner shall become the property of the Contractor and shall be removed from i the building as work progresses. Transport items from site as they are removed. Sale or storage of items at the site will not be permitted. D. Overtime or Premium Time: Where demolition work is required which may affect Owner's normal operations, or otherwise disrupt Owner's employees, the Contractor shall include overtime or premium time to conduct the demolition work outside of normal business hours; coordinate premium time work with Owner. 1.06 PROTECTION LUCENT HIGH HOUSE 3/15/99 DEMOLITION LUCENT TECHNOLOGIES 02050 - 1 A. Prevent movement or settlement of adjacent structures. Provide and place bracing or shoring and be responsible for safety and support of structures. Assume liability for such movement, settlement, damage, or injury, Do not store materials in areas not appropriate or otherwise suitable for storage. B. Cease operations and notify Owner's Representative immediately if safety of adjacent facilities or structures appears to be endangered. Take precautions to properly support structures. Do not resume operations until safety is restored. C. Temporary Protections: Provide temporary barricades and other forms of protection as required for protection of personnel from injury due to demolition operations. 1. Provide shoring and bracing as required to prevent collapse of existing systems and adjacent facilities or work to remain. 2. Protect existing finish work that is to remain from damage from demolition operations. 3. Construct temporary dustproof and insulated partitions where required to separate areas where noisy and dusty operations are performed. 4. Remove temporary protections at completion of the work. D. Utility Services: Maintain existing utilities serving occupied or used facilities. ` PART 2 PRODUCTS iE 2.01 SALVAGING i A. Materials indicated on the Drawings or designated in the field by the Owner's Representative to be salvaged shall be carefully removed and stockpiled at locations determined by Owner's r Representative. 1. Structural steel shall be salvaged as indicated on the Drawings. B. Mechanical and electrical items to be salvaged shall be protected. PART 3 EXECUTION 3.01 INSPECTION A. Prior to commencement of demolition work, inspect areas in which work will be performed. Note or photograph existing conditions which could be misconstrued as damaged resulting from i demolition work. 3.02 PREPARATION A. Cover and protect existing finishes, fixtures and equipment to remain. Protect from soiling, dust, or damage during demolition work. B. Erect and maintain dust and noise proof partitions. C. Locate, identify, stub-off, and disconnect or make safe utility services that are indicated not to remain. Provide by-pass services as necessary to maintain continuity of service to occupied areas. 3.03 DEMOLITION A. Perform demolition work in a systematic manner. Items indicated to be removed shall be LUCENT HIGH HOUSE 3/15/99 DEMOLITION LUCENT TECHNOLOGIES 02050 - 2 completely removed. B. Remove debris from site, and dispose of legally. 3.04 SALVAGE MATERIALS A. Where items are indicated to be salvaged, carefully remove indicated items, clean items, and deliver to storage area designated by the Owner's Representative. 3.05 DISPOSAL OF MATERIALS A. Material resulting from demolition and not identified for salvaging shall become the property of the Contractor and shall be legally transported and disposed of off-site. Disposal shall be performed as promptly as possible and not left until the final clean up. B. Comply with the directions of the Owner's Representative. E END OF SECTION F FE4EF F E 6' LUCENT HIGH HOUSE 3/15/99 DEMOLITION LUCENT TECHNOLOGIES 02050 - 3 SECTION 02100 SITE PREPARATION PART 1 -GENERAL 1.01 PROVISIONS INCLUDED A. The general provisions of the Contract including the General and Supplementary Conditions and applicable portions of Division I General Requirements apply to the work of this section. 1.02 SUMMARY A. Description of work included: Furnish labor, services, equipment and transportation necessary to prepare the site for the Work shown on the Design Drawings. 1. The Work shall include, but not be limited to the following: Stripping and stockpiling of topsoil, crushed stone and subsoil within the project area. 2. Furnish and set all lines and grades required. 3. Remove and relocate existing 6' high chain link fence. 4. No permanent benchmarks or monuments shall be disturbed. 1.03 QUALITY ASSURANCE A. Provide skilled workmen, trained and experienced in the required trades, who are thoroughly familiar with the Industry Standards and Specifications herein. 1.04 EXAMINATION OF SITE AND CONTRACT DOCUMENTS ' A. Before beginning Work, thoroughly examine the Site, Contract Documents and the Drawings, € B. All existing utilities shall be verified for service, size, invert elevations, location, etc., prior to removal or providing new connections to, or relocation of same. Notify the Owner and Engineer in writing of any and all discrepancies prior to commencing any work. Existing utilities uncovered ! during excavation and demolition shall be removed, plugged, capped, re-routed or relocated as shown or so as not to interrupt the operation of any of the existing systems. 1.05 WORKMANSHIP A. The entire Work provided in this Specification shall be completed and finished in every respect in a workmanlike manner. It is not intended that the Drawings shall show the exact locations of every utility to be removed and/or relocated but the Contractor shall completely coordinate with all other utilities as necessary to complete the Work in accordance with the best trade practice and to the satisfaction of the Owner and any and all authorities having jurisdiction. I B. Keep other subcontractors fully informed as to the elevation, size, and position of all utilities required and give full information to the other subcontractors sufficiently in advance of the Work so that all utilities may be coordinated in advance of their removal and/or relocation. I R LUCENT HIGH HOUSE 3/15/99 SITE PREPARATION LUCENT TECHNOLOGIES 02100 - 1 i PART 2—PRODUCTS 2.01 OTHER MATERIALS A. Provide other materials, not specifically described but required for proper completion of the Work of this Section, as selected by the Contractor subject to the approval of the Engineer. PART 3: EXECUTION 3.01 DEMOLITION A. By careful study of the Contract Documents, Site Plan and Design Drawings determine the location and extent of site preparation to be performed. B. Accurately identify limits of selective demolition. t C. Mark interface surfaces as required to enable workmen to identify items to be removed and items to be left in place intact. [ D. Follow plans for removal and stockpiling of items to be reused. [ 3.02 OTHER PROTECTION A. Protect existing utilities indicated or made known. B. Protection of persons and property; 1. Barricade open depressions and holes occurring as part of this Work and post warning lights on property adjacent to or with public access. 2. Operate warning lights during hours from dusk to dawn, and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage undermining, washout, and other hazards created by operations under this Section. € 4. Protect benchmarks and existing work from damage or displacement. Damaged property E markers shall be replaced by a licensed Surveyor. r C. Maintain access to the Site at all times. i 3.03 STRIPPING AND STOCKPILING OF TOPSOIL AND SUBSOIL i' A. All topsoil, crushed stone and subsoil excavated shall be stockpiled for possible re-use. Material stockpiled shall be free from trash, brush, large stones and other extraneous matter. Under no conditions may topsoil, crushed stone or subsoil be removed from the premises without approval by the Owner nor without any required earth removal permits. B. All excess material not re-used shall be disposed of in a proper and legal manner. C. Stockpile topsoil, crushed stone and subsoil in separate piles in an area clear of new construction. LUCENT HIGH HOUSE 3/15/99 SITE PREPARATION LUCENT TECHNOLOGIES 02100 -2 D. Maintain each stockpile in a manner which will not obstruct the natural flow of drainage. 3.04 DISPOSAL A. Remove debris from the Site and dispose of in a legal manner. B. Do not store or permit debris to accumulate on the Site. 3.05 PROVISIONS FOR CONTROL OF EROSION A. As a minimum,the following shall apply: 1. The existing ground surface shall be disturbed as little as possible prior to the start of construction. 2. Staked bales of hay backed by siltation fencing shall be erected and located, if required. 3. Seeding or mulching of other areas shall take place as soon as practicable. END OF SECTION 14 {f `f {EF E { i i E S I 4 C I LUCENT HIGH HOUSE 3115/99 SITE PREPARATION LUCENT TECHNOLOGIES 02100-3 SECTION 02200 SITE EARTHWORK PART 1 -GENERAL 1.01 PROVISIONS INCLUDED A. The general provisions of the Contract including the General and Supplementary Conditions and applicable portions of Division 1 General Requirements apply to the work under this Section. 1.02 SUMMARY A. Description of work included: Furnish labor, materials, equipment and services to perform all site grading, excavating, backfilling, dewatering, and soil compacting necessary to complete the Work specified herein and as shown on the Drawings. 1.03 PERMITS, REGULATIONS AND SAFETY A. Obtain and pay for all permits inspections, licenses and certificates required for the specified work under this section and as shown on the Drawings. B. Comply with the rules, regulations, laws and ordinances of the Local, State, and all other authorities having jurisdiction. C. Comply with the requirements of the Occupational Safety and Health Administration, United States Department of Labor. D. Conduct all operations with minimum obstruction of any street, driveways, sidewalks, or other adjacent facility. 1.04 LAYOUT AND GRADES A. Layout all lines and grades not presently established at the Site. B. The words 'finished grades" as used herein shall mean final grade elevation indicated on the Drawings. Spot elevations shall govern over proposed contours. Unless otherwise indicated, provide uniform slopes between points for which finished grades are indicated or between such points and existing established grades. 1.05 QUALITY ASSURANCE A. Provide skilled workmen, trained and experienced in the required trades, who are thoroughly familiar with the Industry Standards and the specifications herein. B. Retain a soils engineer to observe excavation, trenching, backfilling and filling, and to provide compaction tests. 1.06 EXISTING UTILITIES A. Protect active existing utilities on the Site from damage, and relocate or remove as required for the Work. When an active utility line is exposed during construction its location and elevation shall be noted on the Record Drawings. LUCENT HIGH HOUSE 3/15/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200 - 1 B. Inactive or abandoned utilities encountered during construction operations shall be removed, plugged, or capped in accordance with the requirements of the utility company and local authorities. The location of such utilities shall be noted on the Record Drawings. C. Active utility lines damaged in the course of construction operations shall be repaired or replaced as determined by the Engineer. The Contractor shall assume all responsibility for damage to existing utility lines. D. Notify the utility owner at least 8 days in advance of the proposed time for shutting down or interrupting utilities or services which may affect operations of adjoining buildings or adjoining properties so that ail necessary arrangements can be made. In no case shall any services or utilities be interrupted prior to notification and authorization by utility owners. 1.07 SHORING AND SHEETING E A. Provide shoring, sheeting and/or bracing at excavations, as required, to assure complete safety E against collapse of excavations. 1.08 DRAINAGE AND FROST PROTECTION A. Provide construction grading on the Site to prevent accumulation of water in excavated areas i and adjacent properties. B. Furnish and operate pumps or other equipment, and provide all necessary piping and dewatering to keep all excavations clear of water at all times. The Contractor shall be i responsible for any damage to work or adjacent properties from such water. All exposed piping I' shall be properly covered to allow vehicles or pedestrians to pass without obstructions. C. Do not excavate to full indicated depth when freezing temperatures may be expected, unless footings or slabs can be poured immediately after the excavation has been completed. Protect the excavation from frost if placing of concrete is delayed. PART 2- PRODUCTS 2.01 GENERAL A. Any deficiency or surplus of earth material from within the graded area on the Site, shall be imported or relocated by the Contractor. B. A sieve analysis shall be performed for fill materials upon delivery to the site. Results shall be submitted to the Engineer or Soil Engineer for review and approval. C. Topsoil and loam borrow shall be tested for pH content, composition and percentage or organic content. 2.02 SCREENED GRAVEL A. Screened gravel shall meet ASTM C33,stone size No. 67, and be compacted in 8 inch lifts to a minimum of 95%maximum dry density as bedding for utility pipes and drainage structures, and shall be as follows: LUCENT HIGH HOUSE 3115/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200 - 2 Sieve Size Percent Passing By Weight 1 in. 100 3/4 in. 90— 100 3/8 in. 20—55 No. 4 0- 10 No. 8 5 2.03 CRUSHED STONE A. Crushed stone for use as backfill and bedding for foundation drains shall be as follows: Sieve Size Percent Passing By Weight 1 in. 100 3/4 in. 90 — 100 1/2 in. 10—50 3/8 in. 0—20 No. 4 0-5 2.04 STRUCTURAL FILL A. Structural fill shall be free from ice, snow, roots, sod, rubbish and other deletrious or organic matter. Structural fill shall confirm to the following gradation unless otherwise specified by the Structural Engineer: Sieve Size Percent Passing By Weight 2/3 of the loose lift 100 thickness No. 10 30-95 No. 40 10-70 No. 200 0-15 No. 4 0-5 2.05 ORDINARY FILL A. Ordinary fill shall be well graded, natural inorganic soil, free of organics, clay, cinders, frozen f material or stones larger than one-half the lift thickness. l E 2.06 TOPSOIL A. Topsoil shall consist of fertile, natural topsoil, reasonably free of stumps, roots, clay, stones greater than 1 inch diameter, weeds, sticks, brush and other debris. Loam shall not contain less than 4 percent nor more than 20 percent organic matter, and shall have an acidity range r between pH 6.0 and 6.8. r 2.07 SAND FILL A. Sand fill shall consist of clean inert, hard durable grains of quartz or other hard durable rock, free from loam or clay, surface coatings and deleterious materials. The allowable amount of material passing a No. 200 sieve as determined by AASHTO-T11 shall not exceed 10 percent by I weight. Maximum particle size shall be 3/8 inch. LUCENT HIGH HOUSE 3/15/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200 - 3 PART 3-EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which Work of this section will be performed and compact unsatisfactory conditions prior to proceeding. 3.02 GENERAL EXCAVATION A. Excavate all materials encountered to allow construction of utilities and site work as specified herein and as shown on the Drawings. B. Excavate to levels shown for site improvements, as required to provide working clearance and to allow adequate inspection for structures, and to subgrades specified herein. C. Remove rock, boulders, unsuitable material, and other obstructions to a depth of at least 2 feet below finished grade for lawn areas and at least 4 feet for trees and shrubs. D. All excavated materials not suitable for fill or backfill, shall be removed from the Site and disposed of in an appropriate manner, unless on-site disposal is specifically approved ecificalf a roved by the Owner. j E. Unanticipated soil conditions: E ' 1. If unsuitable bearing materials are encountered at the specified depths, carry excavation deeper and replace the excavated material with the specified fill. F. Excessive excavation: E 1. If any part of the general or trench excavation extends beyond the depth shown on the f Drawings, or as specified herein or furnish and install specified compacted fill, up to the required elevations. 3.03 TRENCH EXCAVATION A. Excavate as necessary for all pipes, storm and sanitary drainage, electrical, telephone, cable e television, fire alarm, water, gas, related structures and appurtenances, and for any other trenching necessary to complete the Work. Unless otherwise indicated, provide a separate E trench for each utility. B. Definitions: 1. Trench shall be defined as an excavation in which the bottom width does not exceed 7 feet t and the width does not exceed twice the depth. All other excavations shall be defined as R open excavation. 2. The words "Invert" or "invert elevation" as used herein means the elevation at the inside E: bottom of pipe or channel. 3. The words"bottom of the pipe"as used herein mean the elevation at the base of the pipe at its outer surface. j C. Trench excavation shall comprise the removal of all materials encountered. During excavation, materials determined to be suitable for backfilling shall be piled in an orderly manner a sufficient distance from the walls of the trench to avoid overloading and to prevent slides or cave-ins. LUCENT HIGH HOUSE 3115/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200 -4 D. There may be utilities and other underground pipes along the course of the Work. Information shown on the Drawings as to location is from available sources, but no guarantee is inherent or to be assumed that such information is accurate or complete. Exercise special care during operations to avoid damage to utilities and structures. When necessary, cooperate with, and consult with the appropriate representatives in order to avoid such damage. Preserve and protect from injury all property either public or private along and adjacent to the line of work, and be responsible for and repair any and all damage and injury thereto, arising out of or in consequence of any act or omission. All existing pipes shall be supported in place or otherwise protected from injury, or shall be restored to at least as good condition as that in which they were found immediately prior to start of work. E. Provide suitable passage over trenches where required for accommodation and safety of the traveling public and as necessary to satisfy the required permits and codes. F. Trenches shall be excavated to the necessary width and depth for proper laying of pipe or other utility and shall have vertical sides or slopes as required by codes. Minimum width of trenches shall provide clearance between the sides of the trench and the outside face of the utility. G. Utilities shall not be laid directly on ledge, boulders, or other hard material. This material shall be ` removed as specified herein within trench limits, and within vertical planes to one foot outside of structure walls. Backfill will be with the specified fill, placed in lifts, and compacted to specified compaction as described herein. All rock excavation shall be considered unsuitable for backfill around utilities. H. Coordinate all utility and trench backfilting with the trades involved. f 3.04 ROCK EXCAVATION A. Definitions: 1. The excavation of the following items, 9 they cannot be broken and removed .by power excavation equipment and require the use of drill and explosives is defined as "rock excavation": a. Bock or stone in original ledge. F b. Hard shale in original ledge. Ii C. Boulders on site, outside trench limits exceeding 2 cubic yards in volume. d. Boulders within trench limits exceeding one cubic yard in volume B. Exposed surfaces of rock after excavation shall be free of loose fragments of rock and decomposed rock. 3.05 FILLING AND GRADING A. Fill materials are to be placed as designated herein and as indicated on the Drawings. B. Density is percent of maximum dry density of the material at optimum moisture content as determined by methods of test for ASTM designation D1557. 1. PROCESSED GRAVEL shall be placed and compacted in 6 inch lifts to a minimum of 95 percent maximum dry density. 2. ORDINARY FILL shall be placed and compacted in 12 inch lifts to a minimum of 85 percent maximum dry density in lawn areas, parking islands, and in embankments other than for roadways. LUCENT HIGH HOUSE 3/15199 SITE EARTHWORK LUCENT TECHNOLOGIES 02200 - 5 3. SCREENED GRAVEL shall be placed and compacted in 8 inch lifts to a minimum of 95% maximum dry density as bedding for utility pipes, drainage and sewer structures. 4. STRUCTURAL FILL shall be provided as required by the Structural Engineer. Unless otherwise specified or directed by the Structural Engineer, structural fill placed under all building footings and slabs and within the load influence lines extending from the limits of structures downward at a slope of 2 horizontal to 1 vertical,and compacted in 6 inch lifts to a minimum 95% of maximum dry density. Structural fill shall be placed to the depth required for adequate firm bearing on naturally deposited soil. 5. Topsoil shall be stockpiled and re-spread on the Site as specified. If a deficiency of topsoil occurs, loam borrow shall be provided by the Contractor. 6. Sand fill shall be used as a bedding material for electric, telephone, cable television and fire alarm utilities. C. The fill material shall be placed in uniform horizontal layers and not exceed the specified depth of lift when compacted. To the extent practicable, each layer of material shall extend the entire length and width of the area being filled. D. When the moisture content of the fill material is below the optimum, water shall be added until the moisture content is as specified. E. When the moisture content of the fill material is above the optimum, the fill material shall be aerated by blending, mixing, or other satisfactory methods until the moisture content is as specified. F. After each layer has been placed, mixed and spread evenly, it shall be thoroughly compacted to the specified density. Compaction shall be continuous over the entire area and the equipment shall make sufficient passes to ensure that the desired density is obtained. 3.06 BACKFILLING ` A. Areas to be backfilled shall be free of construction debris, refuse, compressible or decayable ! materials and standing water. Do not place fill when the ambient temperature is below 30 degrees Fahrenheit and when fill materials or layers below it are frozen. i B. All fill material shall be placed and compacted Gin-the-dry". The Contractor shall dewater excavated areas as required to perform the Work and in such a manner as dictated by the state of the subgrade soils. C. Excavated material approved by the Engineer, or ordinary fill, shall be used as backfill around manholes and other structures, except as otherwise specified. D. Backfilling of foundations, structures, and retaining walls shall not commence until they are braced or have cured sufficiently to develop the strength necessary to withstand, without € damage, the pressure that will result from backlilling and compacting operations. If fill is required on both sides of a wall, it shall be brought up simultaneously and evenly on both sides. Damage to the walls and to dampproofing or waterproofing and other work in place shall be avoided. Stones larger than 6 inches maximum dimension shall not be permitted in the upper 2 feet of fill or within 2 feet of walls. E. Backfilling operations of utility trenches shall not commence until the locations of all pipe and appurtenances have been recorded. Backfill carefully by hand around pipe to a depth of one foot above top of pipe using material specified herein, and tamping firmly in layers not I exceeding those previously specified, compacting by hand rammers or mechanical tampers. When a manufacturer of utility lines suggests backfill materials and methods other than those LUCENT HIGH HOUSE 3/15199 SITE EARTHWORK LUCENT TECHNOLOGIES 02200 -6 specified herein, such requirements shall govern, providing the finished work equals or exceeds the result obtained by the materials and methods specified herein. F. Screened gravel bedding will be required below all pipe unless otherwise shown on Drawings or specified herein. Screened gravel is required under all utility structures. Screened gravel shall be placed to the full width of the trench and under utility structure foundations as indicated on the Drawings. 3.07 COMPACTION REQUIREMENTS A. Compaction shall be accomplished by vibratory rollers, multiple-wheel pneumatic-tired rollers or other types of approved compacting equipment. 1. Loaded trucks, low beds,water wagons and the like shall not be considered as acceptable compaction equipment. Equipment shall be of any such design that it will be able to compact the fill to the specified density in a reasonable length of time. B. Compaction tests shall be performed by an independent testing agency to determine the respective compaction percentages. The results are to be submitted to the Engineer for review. 3.08 ROUGH GRADING A. Rough grading shall include the shaping,trimming, rolling and finishing the surface of the sub- base, shoulders and earth slopes, and the preparation of sub-base for loam, seeding and paved E; surfaces. The grading of shoulders and sloped areas may be done by machine methods. Up to 1 inch in 10 feet tolerance will be permitted provided the slopes are uniform in appearance and without abrupt changes. All ruts shall be eliminated. Grading of subgrades for paved areas shall be finished at the required depth below and parallel to the proposed surface within 3/8 inch in 10 feet tolerance. B. If, during the progress of rough grading work, any water pipe, sewer, conduit, drain, or other construction is damaged, Contractor is to repair all such damage and restore damaged areas to their original condition. C. Do all other cutting, filling and rough grading to the lines and grades indicated on the Drawings. Grade evenly to within the dimensions required for finished grades shown on the Drawings. No stone larger than 6 inch in largest dimension shall be placed in the fill material. D. Rough grades shall be brought below finished grades in accordance with the various depth specified herein or as shown on the Drawings. E. No rubbish of any description shall be allowed to enter fill material. Rubbish shall be removed from the Site. F. Complete the grading operations after the utilities have been installed, site improvements constructed, and all materials, rubbish and debris removed from the Site. Leave subgrade for lawns clean at required grades. There must be sufficient grade staking to witness correct lines and grades. 3.09 PROTECTION A. Execute all work in such a manner that no damage or injury will occur to adjacent public or private property, structures, or utilities. LUCENT HIGH HOUSE 3/15/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200 - 7 B. Precautions shall be taken to protect all individuals from injury during construction operations. These precautions shall consist of, but shall not be limited to the use of signs, barriers, lights and the covering of open excavations. C. Damage to any adjacent public or private property,structure, or utility which is caused as a result of the construction process, shall be the Contractor's responsibility to repair. D. All areas disturbed during the construction process inside or outside the construction limit line and not otherwise noted as paving or lawn, shall be mulched, seeded, or sodded as determined by the Engineer. 3.10 RESTORATION OF SITE ITEMS A. Wherever streets, lawns, or other items inside or outside the Contract Limit Lines have been excavated in fulfillingthe Work required under the q Contract, Contractor is to famish and install all material necessaryto brie finish surfaces level with the g existing adjacent conditions. All Work shall be installed to match the existing conditions. f END OF SECTION i i E B pP Y t p� F E E LUCENT HIGH HOUSE 3/15/99 SITE EARTHWORK LUCENT TECHNOLOGIES 02200 - 8 SECTION 02600 SITE UTILITIES PART 1 -GENERAL 1.01 PROVISIONS INCLUDED A. The general provisions of the Contract including the General and Supplementary Conditions and applicable portions of Division 1 General Requirements apply to the work under this Section. 1.02 SUMMARY A. Description of work included: Provide labor, material, services, equipment, layout and transportation necessary to install, complete for continuous operation, all utility systems indicated on the Drawings and as specified herein including, but not limited to the following items: 1. Storm drain system. 2. Provide assistance to the Engineer while performing inspections. 3. Permits and fees. 1.03 PERMITS, LAWS,ORDINANCES AND CODES A. Obtain and pay for all permits, inspections, licenses and certificates required for the specified i work under this Section and as shown on the Drawings. f B. Comply with the rules, regulations, laws and ordinances of all local, state and federal authorities having jurisdiction,and of the Local Department of Public Works. i 1.04 RECORD DRAWINGS ` A. Keep on the job at all times, one (1) complete and separate set of prints of the site utility work. i Wherever Work is installed different than as shown on the Drawings, such changes shall be l recorded. € 1.05 QUALITY ASSURANCE A. Provide skilled workmen, trained and experienced in the required trades who are thoroughly familiar with the Industry Standards and the specifications herein. 1.06 GUARANTEE A. All materials, items of equipment and workmanship furnished under this Section shall carry a 2- year guarantee against defects in material and workmanship. Any fault due to defective or improper material, equipment,workmanship or design which may develop shall be made good, forthwith, by and at the expense of the Contractor, including all other damage done to areas, materials and other systems resulting from this failure or correction thereof. B. Upon receipt of notice from the Owner of failure of any part of the systems or equipment during the guarantee period, the effected parts shall be replaced by the Contractor. LUCENT HIGH HOUSE 3/15/99 SITE UTILITIES LUCENT TECHNOLOGIES 02600- 1 1.07 EXAMINATION OF SITE AND CONTRACT DOCUMENTS A. Before beginning Work, thoroughly examine the Site, Contract Documents and the Drawings. B. All existing utilities shall be verified for service, size, invert elevations, location, etc., prior to new connections to or relocation of same. Notify the Owner and Engineer in writing of any and all discrepancies prior to commencing any work. All existing utilities uncovered or damaged during excavations and construction shall be plugged, capped, re-routed or relocated as directed by the owner so as not to interrupt the operation of any of the existing systems. 1.08 WORKMANSHIP A. The entire Work provided in this Specification shall be constructed and finished in every respect in a workmanlike manner. It is not intended that the Drawings shall show the exact locations of every utility but the Contractor shall completely coordinate with all other utilities as necessary to complete the system in accordance with the best trade practice and to the satisfaction of the Owner and any and all authorities having jurisdiction. B. Keep other subcontractors fully informed as to the elevation, size, and position of all utilities required and give full information to the other subcontractors sufficiently in advance of the Work so that all utilities may be coordinated in advance of their installation. C. Obtain detailed information from the manufacturers of apparatus as to the proper method of installing and connecting same. 1.09 PROTECTION A. The Contractor shall be responsible for his Work and equipment until finally inspected, tested, and accepted. Carefully store materials and equipment which are not immediately installed after delivery to Site. Close open ends of Work with temporary covers or plugs during construction to prevent entry of obstructing material. l B. The Contractor shall protect work and material of other trades from damage that might be caused E by his work or workmen and make good damage thus caused. r PART 2- PRODUCTS l 2.01 MATERIALS E A. Storm Drains and the Drain Manholes shall be as specified in their respective Sections of this Specification. B. Any new piping or utility line indicated on the Drawings and not specified in these Specifications shall be approved by the respective utility company and the Local Pubic Works Department prior to its installation. PART 3- EXEUCTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which Work of this Section will be performed and correct unsatisfactory conditions prior to proceeding. LUCENT HIGH HOUSE 3/15199 SITE UTILITIES LUCENT TECHNOLOGIES 02600 - 2 3.02 MAINTENANCE A. Protect graded, finished or paved areas from damage and keep them free of trash and debris resulting from construction operations. B. Repair and re-establish grades in settled, eroded, and rutted areas to the specified tolerances. C. Lawn or planting areas excavated during utility installation, whether on the Site or adjacent properties, shall be regraded and restored to conditions exactly like those prior to disruption, or adjacent property owners. 3.03 DISPOSAL OF EXCESS AND WASTE MATERIALS A. Remove waste materials, including excavated material classified as unsatisfactory soil material, trash and debris, and dispose of it legally. END OF SECTION I i E{E F i [F R i E!E!I I LUCENT HIGH HOUSE 3/15/99 SITE UTILITIES LUCENT TECHNOLOGIES 02600 - 3 SECTION 04200 UNIT MASONRY PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Concrete masonry units for exterior walls as indicated. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not E limited to, the following: E f 1. Section 05500 - MISCELLANEOUS METALS; loose lintels and angles. 2. Section 07900 -JOINT SEALERS. 3. Section 08110 -STEEL DOORS AND FRAMES; built into masonry construction. 4. Section 08510-STEEL WINDOWS; built into masonry construction. e 1.04 QUALITY ASSURANCE A. Source: For each type of material required for the work of this section, provide primary materials which are the products of one manufacturer. Provide secondary materials which are acceptable to the manufacturers of the primary materials. 1.05 TESTS E A. Fire-Resistance: Where fire-resistance ratings are indicated or required by authorities having jurisdiction, provide materials and construction which is identical to assemblies whose fire- resistance rating has been tested in compliance with ASTM E119 by independent agencies acceptable to the Owner's Representative and authorities having jurisdiction. I' B. Testing and inspection of mortar and masonry materials will be conducted by testing laboratory !' selected and paid for as described under Section 01410. C. No materials shall be used on work without prior test and written approval of Testing Laboratory. Materials shall be submitted to Testing Laboratory at least three weeks in advance of proposed first use in structure for subjection to basic acceptance tests and determination of basic mixtures. D. At start of field operations, and periodically during course of work, Testing Laboratory will test materials and mortar and conduct on-job inspections of measuring, mixing, laying, and curing of mortar and masonry materials, including prism tests, in conformance with ASTM C 952 and ASTM E 447 (Method B), to ensure compliance with these specifications and originally approved samples. Number and frequency of tests shall be determined by Testing Laboratory and Owner's Representative. Recommendations of Testing Laboratory shall be strictly LUCENT HIGH HOUSE 3/15/99 UNIT MASONRY LUCENT TECHNOLOGIES 04200 - 1 followed. E. Prepare seven-day and 28-day prisms for each 5,000 sq.ft. of brick and CMU wall area installed, and deliver to testing laboratory as directed. 1. Height:thickness ratio for brick prisms shall be 5:1. 2. Hdight:thickness ratio for CMU prisms shall be no less than 1.33:1 and no more than 3:1. 1.06 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations and recommendations for each material used. Provide certifications stating that materials comply with requirements. B. Verification Samples: Submit representative samples of each material that is to be used in the finished work, showing the full range of color and finish variations expected. Provide samples having minimum area of 144 square inches. Provide 6" long and 3/8" wide mortar color verification samples in square aluminum channels. C. Test Reports: Submit certified reports for tests required. D. Shop Drawings: Provide complete, detailed drawings for fabrication of all components, special bricks and work. Show large scale details of sizes profiles, reinforcing, anchors ties and all 9 p � 9. , 4 other critical elements. Provide co ordination drawings showing location of anchors .and ties which must be built into other work. 1.07 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle materials in strict compliance with manufacturer's instructions and recommendations. Protect from damage. B. Sequence deliveries to avoid delays, but minimize on-site storage. f 1.08 PROJECT CONDITIONS A. Hot Weather Protection: Use mortar within 1-1/2 hours after mixing. Discard all mortar over 1- 1/2 hours old and all mortar that has stiffened due to hydration (setting). I B. Cold Weather Protection: Strictly comply with recommendations of Brick Institute of America Technical Note No. la, Cold Weather Masonry Construction, Construction and Protection F Recommendations and the Portland Cement Association. C. Protection: Cover work at the end of each day and whenever work is not in progress. Extend cover down both sides of walls at least 24 "and hold securely in place. D. Loading: Do not apply loads until work has set and cured and is ready to accept loading. E. Staining: Prevent mortar from staining face of masonry that is to be left exposed. Clean exposed masonry immediately using soft brushes and water only. Protect base of walls from splashed mud and other stains. F. Protect sills, ledges and projections from mortar droppings. 1.09 SEQUENCING AND SCHEDULING A. Conference: Convene a pre-installation conference to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. Establish number of courses which can be laid in one day to prevent bowing due to weight of LUCENT HIGH HOUSE 3/15/99 UNIT MASONRY LUCENT TECHNOLOGIES 04200 - 2 brick without relieving angles. B. Perform work of this section and other sections to ensure proper fit and coordination of all parts of the building. Coordinate location of anchors,ties, and reinforcing built into other work. PART 2 - PRODUCTS 2.01 CONCRETE MASONRY UNITS A. Provide hollow loadbearing concrete masonry units conforming to ASTM C 90, Type 1, moisture controlled units. Provide solid loadbearing concrete masonry units conforming to ASTM C 145. Provide concrete masonry having the following characteristics: 1. Size, Standard Units: Provide units with nominal 8" by 16"face size by thickness indicated for 3/8" joints unless indicated otherwise, Provide thicknesses indicated, or if not indicated, as necessary to create a properly supported, structurally safe wall built within the height to width limitations required by codes and recommended by the National Concrete Masonry Association. 2. Shapes: Provide special shaped units for lintels, corners, jambs, headers, control joints and other conditions. Never expose cores. 3. Grade: Provide grade N for all work, 4. Weight: Provide normal weight units, except provide units with weight as standard with manufacturer for all units in fire-rated assemblies. 5. Types: Provide the following: a. Exterior split face block; color, texture, and finish as selected by the Owner's Representative. b. Exterior ground face block;color, texture, and finish as selected by the Owners Representative. 2.02 MORTAR MATERIALS A. Portland Cement: Complying with ASTM C 150,type I, free from water soluble salts and alkalies. Provide cement that exhibits no efflorescence when tested in conformance with standard efflorescence test, ASTM C 67, modified to use 2" x 7" x 2-1/2" mortar samples consisting of a mixture of 1 part by weight of cement under test and 2 parts of sand mixed to a flow of 100% with water. Provide cement color as necessary to provide mortar colors required by Owner's Representative. Two colors are required. B. Lime: ASTM C 207, hydrated, type S. C. Grout Aggregate: Complying with ASTM C 404. ` D. Mortar Aggregate: Complying with ASTM C 144, well graded. E E. Mortar Pigment: Natural and synthetic oxides of iron and chrome, compounded for use in mortar. Use only pigments with proven record of satisfactory performance. Davis Colors as selected or equal by Soloman Grind-Chem pigments are acceptable products. F. Water: Clean and potable. 2.03 REINFORCING,TIES AND ANCHORS A. Masonry to Structural Steel Anchors: Provide two-piece, hot-dip galvanized flexible anchors r which permit horizontal and vertical movement, but provide secure lateral restraint. Provide size, gage and strength as necessary to provide a safe installation complying with applicable code and structural requirements. Provide units by Hohmann and Barnard, Dur-O-Wal or r approved equal. i R LUCENT HIGH HOUSE 3/15/99 UNIT MASONRY LUCENT TECHNOLOGIES 04200 -3 B. Horizontal Joint Reinforcing: Provide ladder type, welded wire units fabricated from 9 gage ASTM A82 cold-drawn galvanized steel wire with deformed side wires and smooth cross wires spaced not more than 16" o.c. Provide prefabricated corners and tees. Provide one side rod for each concrete masonry shell face. C. Masonry to Concrete Anchors: Provide minimum 24 gage steel dovetail slots and 1" wide, 16 gage galvanized steel corrugated anchors of length to suit wall conditions. Provide units by Hohmann and Barnard, Dur-O-Wal or approved equal. D. Miscellaneous Ties: Provide hot-dip galvanized steel straps, bars, rods and similar items which are fabricated from not less than 16 gage sheet steel or 3/16"diameter steel wire. E. Reinforcing Steel: Provide deformed rebars complying with ASTM A 615, Grade 60. F. Galvanizing: Provide hot-dip galvanized, ASTM A 153, class 132, 1.5 oz/ft2 nickel zinc coating on all ties, anchors and similar items which extend into an exterior wall assembly, except items of stainless steel. Semi-exposed areas shall be considered exterior. Hot-dip galvanize reinforcing. 2.04 MISCELLANEOUS MATERIALS A. Bond Breaker: 15 lb. roofing felt complying with ASTM D 226 or ASTM D 227. B. Control Joints: k Solid rubber strips with Shore A hardness of 60 to 80. 2.05 MORTAR AND GROUT MIXES E A. Mortar: Provide mortar complying with ASTM C 270 property specifications. When mixing use known volume measures; do not batch by shovel. Provide 1:1:6 mortar mix (for Type N) as approved. 1. Provide Type N mortar for exterior masonry above grade and interior non-loadbearing partitions. 2. Provide Type S mortar for reinforced and load bearing masonry, for masonry below grade f and in contact with earth and elsewhere as indicated. B. Grout: Provide grout complying with ASTM C 476 and with consistency appropriate to conditions so that grout will completely fill all spaces intended to receive grout. C. Do not use admixtures or anti-freeze agents. Do not use masonry cement. Do not use calcium chloride or any compounds or mortar ingredients containing chlorides. Do not retemper mortar. D. Color: Provide mortar with color as acceptable to Owner's Representative. Do not exceed pigment to mortar ratio of 1:10. 2.06 CLEANING MATERIALS 1'. A. Provide chemical cleaning products, SuroKlean 600 by ProSoCo Inc. or approved equal. PART 3 -EXECUTION 3.01 INSTALLATION -GENERAL A. Strictly comply with industry standards and recommendations of National Concrete Masonry Association, and Prestressed Concrete Institute, except where more restrictive requirements are specified in this section. Beginning work means Installer accepts substrates and conditions. 1. Allow sufficient setting time for mortar so that weight of work above does not cause lower work to bulge or creep prior to full set of mortar. LUCENT HIGH HOUSE 3/15/99 UNIT MASONRY LUCENT TECHNOLOGIES 04200 - 4 2. Remove and replace with matching brick any spalled or otherwise damaged face brick. B. For unit masonry, lay masonry with bond patterns indicated on the Drawings. Provide expansion, control and isolation joints in masonry work where shown, or if not shown, at locations approved by Owner's Representative. Provide joints not more than 30' on center and in compliance with B1A recommendations as acceptable to the Owner's Representative. C. Tool joints concave as work proceeds in accordance with Owner's Representative's approved joint. Compress mortar to fora a dense, smooth weathertight surface. Rake out mortar where sealants are shown to be installed. D. Lay masonry plumb and level with full bed and head joints, fully buttered and shoved into place. Do not slush joints. E. Remove,clean and reset with fresh mortar all masonry units that are disturbed after laying. F. Cut masonry units with power saw designed for cutting masonry with sharp, unchipped edges. Cut masonry to form special shapes as indicated. Where special shapes cannot be cut or formed without exposing coring or frogging, provide custom made special shaped units. No cut ends shall be exposed. G. Install work with random color variations with no groups of lighter or darker units. Take masonry units from stacks randomly to avoid noticeable color variations. Work without random color variation, in the opinion of the Owner's Representative, will be rejected. H. Layout walls in advance for accurate spacing, uniform joint widths, and accurate bond pattern. Avoid the use of less-than-half size units. Review layout with Owner's Representative prior to proceeding. Owner's Representative reserves the right to reject work if layout is not as indicated. I. Where work is interrupted, do not tooth masonry. Cut back one-half unit in each higher course. J. Leave openings for other materials and equipment as necessary. Complete masonry work after installation of other work. Build-in other work as masonry work progresses to the greatest extent possible. K. Grout units wherever shown and at all reinforcing, masonry lintels, bond beams, jambs and bearing points. Fully grout metal frames built into masonry work. L. For non-loadbearing work allow for deflection between top of walls and structure above. Maintain lateral stability in a manner acceptable to Owner's Representative and authorities having jurisdiction. Provide compressible fillers and joint sealers to maintain acoustical performance of wall assembly. 3.02 REINFORCING,TIE, &ANCHOR INSTALLATION A. Provide reinforcing, ties and anchors for all work using the appropriate detailed or specified type for each condition. Ensure sufficient anchorage of brick wythe to back-up material to ensure deflection not to exceed U600. [ B. Confirm with manufacturer of ties and anchors that tie spacing for cavity depth does not exceed f slenderness ratio of wire. C. For horizontal joint reinforcing at CMU and as indicated on the Structural Drawings, provide continuous joint reinforcing spaced not more than 16" o.c. vertically, except space reinforcing at 8" o.c. at tops of walls, and 8" o.c. immediately above and below openings and extend this E reinforcing at least 2' beyond each jamb. Overlap joints in wire ladder reinforcing at least 6". Splice reinforcing bars as scheduled or detailed. Do not bridge expansion and control joints, if LUCENT HIGH HOUSE 3/15/99 UNIT MASONRY LUCENT TECHNOLOGIES 04200 5 any. Provide preformed corners and tees. 3.03 GROUTED REINFORCED COMPONENTS A. Support and secure reinforcing bars from displacement. Maintain position within 1/2 inch of dimensioned position. B. Place and consolidate grout fill without displacing reinforcing. C. Lay masonry units with core cells vertically aligned,clear of mortar and unobstructed. D. Reinforce masonry unit cores with reinforcement bars and grout as indicated. E. Secure vertical reinforcement in position at top and bottom of cells and at intervals not exceeding 100 bar diameters. Splice reinforcement in accordance with details or schedule. F. Place mortar in masonry unit bed joints back 114 inch from edge of unit grout spaces; bevel back and upward. Permit mortar to cure four days before placing grout. G. Wet masonry unit surfaces in contact with grout just prior to grout placement. H. Grout spaces less than 2 inches in width with fine grout using low lift grouting techniques. Grout spaces 2 inches or greater in width with coarse grout using high or low lift grouting techniques. 3.04 LINTEL INSTALLATION A. Install loose metal lintels where shown and elsewhere as needed. Coordinate with requirements of structural drawings. 3.05 TOLERANCES A. The following allowable installed tolerances are allowable variations from locations and dim ensions indicat ed by the Contra ct Documen t and shall not be added i to allowable tolerances indicated for other work. 1. Allowable Variation from True Plumb, Level and Line: ±1/8" in 20'-0". ( 2. Allowable Variation from True Wall Thickness: f1/8". ( 3. Allowable Variation from True Plane of Adjacent Surfaces: ±1/16" in 10'-0". 3.06 REPAIRING,CLEANING AND PROTECTION A. Remove and replace work that is loose, chipped, broken or otherwise damaged. Eliminate all evidence of repair. Enlarge voids and holes in mortar joints and point with mortar to exactly i match sound adjacent mortar. B. Clean exposed surfaces by dry brushing at the end of each day's work. Comply with recommendations of NCMA TEK Bulletin No. 28. Remove and replace work that cannot be successfully cleaned. Demonstrate cleaning technique on sample panel and obtain Owner's Representative's approval before beginning cleaning work. Do not use mudatic acid or other chemical cleaners without the written permission of the Owner's Representative. E. END OF SECTION r i LUCENT HIGH HOUSE 3/15/99 UNIT MASONRY LUCENT TECHNOLOGIES 04200 -6 SECTION 05500 MISCELLANEOUS METALS PART 1 - GENERAL_ 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Bollards. 2. Miscellaneous bearing and leveling plates. 3. Angle restraints at CMU. 4. Framing at duct bank penetration. 5. Framing and support for overhead coiling doors. 6. Bar grating. 7. Rough hardware. B. This section includes all items made of iron or steel which are not included as part of Section 05120, STRUCTURAL STEEL, or other metal systems specified elsewhere and as specified herein. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 03300, CAST-IN-PLACE CONCRETE, 2. Section 04200, UNIT MASONRY. 3. Section 05120, STRUCTURAL STEEL. 4. Section 08330, OVERHEAD COILING DOORS. 1.04 QUALITY ASSURANCE A. Engineering: Provide the services of a Professional Engineer, registered in the Commonwealth of Massachusetts, to design and certify that the work of this section meets or exceeds the performance requirements specified in this section. B. Shop fabricate work to the greatest extent possible. Clearly label pieces in shop to facilitate field assembly. C. Perform welding in compliance with American Welding Society Code. 1.05 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations, and recommendations for each material used. Provide certifications stating that materials comply with requirements. F LUCENT HIGH HOUSE 3/15/99 MISCELLANEOUS METALS [ LUCENT TECHNOLOGIES 05500- 1 E E B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. Provide plans, elevations, and details of anchorages, connections and accessory items. Provide installation templates for work installed by others. C. Field Measurements: Take accurate field measurements before preparation of shop drawings and fabrication. Do not delay job progress; allow for field cutting and fitting where taking field measurements before fabrication is not possible. Do not field cut or fit items which have been hot-dip galvanized after fabrication. D. Calculations: Provide professionally prepared calculations and certification of the performance of this work. Show how design load requirements and other performance criteria have been satisfied. 1.06 DELIVERY, STORAGE AND HANDLING A. Store work off of the ground and under cover. Protect from damage. Maintain shop applied primer coatings until finish painting is complete. Sequence deliveries to avoid delays, but minimize on-site storage. 1.07 PROJECT CONDITIONS A. Do not permit use of stairs, ladders, handrails, guardrails or other work until work is completely and fully installed and ready to assume its intended design loads. Do not permit overloading of any miscellaneous metal system. Do not permit use of concrete filled metal pan stair systems before concrete is placed and cured. PART 2 - PRODUCTS 2.01 MATERIALS AND PRODUCTS A. Steel Shapes: ASTM A 36. B. Steel Tubing: ASTM A 500 or A 501, hot or cold rolled. C. Steel Sheet: ASTM A 366, A 570 or A 611, of grade required for design loading. D. Steel Pipe: ASTM A 53, black schedule 40, unless indicated otherwise. Type and grade as required for design loading. E. Aluminum: Alloy 6063-T5 extrusions suitable for service intended. F. Iron Castings: ASTM A 47 or A 48, grade and class are manufacturer's option. G. Steel Bars for Gratings: ASTM A 569 or ASTM A 36. H. Wire Rod for Grating Cross Bars: ASTM A 510. I. Grout: Pre-mixed, non-staining, non-corrosive, non-shrink, non-metallic complying with CE CRD-0588, type D. J. Bolts and Fasteners: ASTM A 307 and other types as appropriate and approved by Owner's Representative. K. Concrete: Comply with requirements of Section 03300 - CAST-IN-PLACE CONCRETE. L. Comply with the latest edition of the following standards: 1. AISI Specification for the Design, Fabrication and Erection of Structural Steel for Buildings. LUCENT HIGH HOUSE 3/15/99 MISCELLANEOUS METALS LUCENT TECHNOLOGIES 05500 - 2 2. AISC Code of Standard Practice for Steel Buildings and Bridges. 3. AWS Code for Welding in Building Construction. 4. Specifications for Structural Joints using ASTM A 325 or A 490 Bolts, Research Council o n Riveted and Bolted Structural Joints of Engineering Foundation. 5. SSPC Painting Manual, Vol. 1 - Good Painting Practice and Vol. 2 - Systems and Specifications. 6. Fed. Specs QQ-1-652A, Iron Gray Castings: QQ-S-741A, Steel Plates, Shapes and Bars, Carbon, Structural;WW-P-521, Malleable Iron. 2.02 FABRICATION A. General Fabrication: Fabricate work to be truly straight, plumb, level and square and to sizes, shapes, and profiles indicated on approved shop drawings. Ease exposed edges. Cut, reinforce, drill and tap metalwork as necessary for proper assembly and use. 1. Fabricate all miscellaneous metal supports, brackets, braces and the like required to fully complete the work of this project. 2. Coordinate miscellaneous metal requirements with other specification sections to ensure proper interface of various parts of the work. 3. Obtain loading requirements from suppliers of work to be supported and design and fabricate support systems with factor of safety of at least 6. B. Work Exposed To View: Take special care in choosing materials that are smooth and free of . blemishes such as pits, roller marks, trade names, scale and roughness. Fabricate work with uniform, hairline tight joints. Form welded joints and seams continuously and grind flush and smooth to be invisible after painting. Fillet welds will not be accepted; plug welds and flush welds are required. For exposed fasteners, use hex head bolts or Phillips head machine screws. C. Galvanizing: Hot-dip galvanize all exterior miscellaneous metalwork, all items located in exterior wall and roof assemblies, and all items indicated to be galvanized in strict compliance with ASTM A 123, A 143, A 153, A 384, A 385, and A 386. Any item that is cut, welded, or is otherwise damaged must be repainted with an acceptable zinc-rich coating product. 1. Nickel Zinc: Comply with ASTM B 6, Duncan Deltagalv or equal. 2. Coverage: Provide at least 2.0 oz./sq.ft. nickel zinc coverage, but not less than the coverage required by referenced standards. 3. Fabrication: To the greatest extent possible, galvanize after fabrication is completed. 4. Touch Up: Touch-up damaged or abraded galvanized surfaces with ZRC Cold Galvanizing Compound, Duncan ZiRP or Owner's Representative approved equal is compliance with ASTM A 780. D. Painting & Preparation: Prime paint all work not indicated to be galvanized. Prepare work for shop priming in compliance with Steel Structures Painting Council SP-6 Commercial Blast Cleaning. Provide 1 mil dry film thickness of rust inhibitive primer specified in Section 09900 - Painting. Provide two coats with two mils total dry film thickness for surfaces which are inaccessible after assembly or erection. E. Bearing and Leveling Plate Fabrication: Design and fabricate plates for steel and wood members bearing on masonry or concrete. Provide flat, uniform bearing areas of size and thickness required for loading conditions encountered. Use standard AISC and AITC design criteria. Drill plates as necessary to receive anchor bolts and for grouting access. Units in exterior wall construction shall be hot dip galvanized. F. Miscellaneous Framing and Supports: Fabricate all miscellaneous metal supports, brackets, braces and the like required to fully complete the work of this project. Examine all shop drawings for other work of the Contract and provide all miscellaneous steel items as noted thereon. Coordinate requirements with work of other specification sections to ensure proper i LUCENT HIGH HOUSE 3/15/99 MISCELLANEOUS METALS LUCENT TECHNOLOGIES 05500 - 3 interface of various parts of the work. Obtain loading requirements from manufacturers and suppliers of work to be supported and design and fabricate support systems with safety factory of at least 8. G. Rough Hardware: Provide standard and custom fabricated bolts, anchors, hangers, dowels and other miscellaneous metal items as needed to properly complete the work of the project. H. Metal Bar Grating Fabrication: Fabricate welded steel bar gratings to comply with NAAMM A202.1, bearing bar sizes as indicated, and as follows: 1. Traffic Surface: Serrated. 2. Removable Grating Sections: Fabricate removable grating sections where indicated with banding bars welded to entire perimeter of removable section. Provide anchors and fasteners for attachment to supports. Provide minimum of four saddle clips for each removable section. Fabricate each clip to fit over two bearing bars. Furnish threaded bolt with nuts and washers for each clip required. I. Concrete Filled Pipe Bollard Fabrication: Provide 8 in. diameter Schedule 80 steel pipe of length to extend from at least 3 ft. below grade to at least 30 in. above grade, unless otherwise indicated. PART 3 -EXECUTION 3.01 INSTALLATION/ERECTION I4 A. Provide suitable anchors and fasteners to connect miscellaneous metal items to other 'E construction. Provide setting templates and diagrams and coordinate with other work so that adequate anchor bolts, blocking and bracing is in place and accurately located. Beginning work l means Installer accepts substrates and conditions. B. Set work accurately and truly plumb, level and aligned. Make field assembly and connections with the same level of quality as shop fabricated work. E C. For bearing and leveling plates, clean concrete and masonry bearing surfaces and roughen to improve bond. Thoroughly clean steel bearing surfaces. Set loose plates on shims or wedges. Level and plumb work, then tighten anchor bolts. Cut off protruding shims and wedges and pack voids solidly with grout. [ D. Steel Pipe Bollards: Install steel pipe bollards as indicated on Drawings. Set bollards in concrete. Concrete shall be as specified in Section 03300, CAST-IN-PLACE CONCRETE. Provide temporary bracing to accurately plumb bollards until concrete base has set. Fill pipe with concrete and form a smooth, rounded crown on top to shed water. F l D. Metal Bar Grating Installation: Install metal gratings in conformance with recommendations of NAAMM Ref. 1 for types of gratings and bar sizes indicated, including installation clearances and anchoring details. E. Miscellaneous Items: Carefully review Drawings for miscellaneous metal items required by K various trades but not specifically listed above, such as miscellaneous clip angles, 1 miscellaneous steel bracketing, and other miscellaneous metal items as indicated on Drawings, i reasonably implied therefrom, or reasonably necessary for thorough completion of work. r 3.02 TOLERANCES A. The following allowable installed tolerances are allowable variations from locations and dimensions indicated by the Contract Document and shall not be added to allowable tolerances indicated for other work. i 1 LUCENT HIGH HOUSE 3/15/99 MISCELLANEOUS METALS LUCENT TECHNOLOGIES 05500 -4 1. Allowable Variation from True Plumb, Level and Line; ±1/8" in 20'.0" 3.03 REPAIRING,CLEANING,& PROTECTION A. Touch-up damaged coatings and finishes to eliminate evidence of repair. B. Repair minor damage to eliminate all evidence of repair. Remove and replace work which cannot be satisfactorily repaired. END OF SECTION i LUCENT HIGH HOUSE 3/15/99 MISCELLANEOUS METALS LUCENT TECHNOLOGIES 05500 -5 i SECTION 07160 BITUMINOUS DAMPPROOFING PART 1 _GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Cold-applied asphalt emulsion dampproofing at foundation walls. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 03300, CAST-IN-PLACE CONCRETE 2. Section 04200, UNIT MASONRY 1.04 QUALITY ASSURANCE A. Source: For each type of material required for the work of this section, provide primary materials which are the products of one manufacturer. Provide secondary materials which are acceptable to the manufacturers of the primary materials. 1.05 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations, and recommendations for each material used. Provide certifications stating that materials comply with requirements. 1. Include verification that product selected is vapor permeable and will not act as a vapor barrier in the exterior wall assembly. 1.06 DELIVERY,STORAGE AND HANDLING A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict compliance with manufacturers' instructions and recommendations. Protect from damage. 1.07 PROJECT CONDITIONS A. Weather: Perform work only when existing and forecasted weather conditions are within the limits established by manufacturers of the materials and products used. Asphalt emulsion dampproofing products can freeze because they are water-based. B. Substrates: Proceed with work only when substrate construction and penetrating work is complete. LUCENT HIGH HOUSE 3/15/99 BITUMINOUS DAMPPROOFING LUCENT TECHNOLOGIES 07160- 1 i PART 2 - PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Provide products of one of the following manufacturers If they meet or exceed the requirements of these specifications: 1. Karnak Chemicals 2. Pecora Corporation 3. Sonneborne Building Products 2.02 PRODUCTS A. Asphalt Emulsion Dampproofing: Provide non-fibrated type liquid emulsion conforming to ASTM D 1187, type B or ASTM D 1227, type II. B. Protection Boards: Provide 1/8 in. thick, premolded semi-rigid boards consisting of mineral/asphalt cores and asphalt felt and polyethylene facings, equal to one of the following: 1. W.R. Meadows, PC-2. 2. Pecora, Protection Sheet. C. Verify that protection course materials are compatible with dampproofing system used. PART 3 -EXECUTION 3.01 INSPECTION A. The Installer shall examine substrates, supports and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with worts until unsatisfactory conditions are corrected. Do not dampproof over frozen substrates. Beginning work means Installer accepts substrates and conditions. 3.02 INSTALLATION A. Strictly comply with manufacturers' instructions and recommendations, except where more restrictive requirements are specified in this section. B. Clean substrate, fill voids, seal joints, and prime substrate all as recommended by manufacturer. i C. Install separate flashings, corner protection strips and cants as recommended by manufacturer even it not shown on drawings. D. Protect adjacent work from spillage and migration. Do not clog pipes and conduits. E. At foundations, spray or brush two coats with minimum 1/16" thick total dry film thickness of I dampproofing from 2" below finished grade to top of footing and across top of footing. Provide ( 100%coverage on surfaces indicated and on surfaces which are subject to water damage. 3.03 PROTECTION [ A. Where backfilling is indicated, provide protection board over completed and cured dampproofing. Fit tightly around obstructions and penetrations. Adhere protection board with i additional dampproofing material. END OF SECTION i E{ 4 LUCENT HIGH HOUSE 3115/99 BITUMINOUS DAMPPROOFING LUCENT TECHNOLOGIES 07160 - 2 E i SECTION 07200 INSULATION PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Batt or blanket type building insulation at underside of roof as indicated. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: I. Section 07410, METAL PANEL SYSTEMS; Insulated wall panels. 1.04 INTENT A. A major intent of the work of this section is to retard the passage of heat and water vapor through building assemblies. To this end, take special care to fully extend insulation and vapor barrier coverage over all areas indicated,without gaps and voids. 1.05 QUALITY ASSURANCE A. Fire Performance: Provide products which meet or exceed flammability ratings indicated and required by authorities having jurisdiction. B. Thicknesses: Where thicknesses are indicated, they are related to the k-values specified. Provide additional thickness, if necessary, to obtain the same level of performance with acceptable substitute materials which have different values of thermal conductivity. Where R- values are indicated, provide thickness required to achieve value specified. 1.06 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations and recommendations for each material used. Provide certifications stating that materials comply with requirements and are intended for use indicated. 1. Compatibility: Submit certification that products selected for use are compatible with adjacent materials. B. Test Reports: Submit certified test reports for performance required. 1.07 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict LUCENT HIGH HOUSE 3/15/99 INSULATION LUCENT TECHNOLOGIES 07200- 1 compliance with manufacturer's instructions and recommendations. Protect from moisture and damage. Protect plastic insulations from sunlight. Take every possible precaution to avoid fire; conceal materials within building assemblies as quickly as possible. Sequence deliveries to avoid delays, but minimize on-site storage. PART 2 -PRODUCTS 2.01 BATT TYPE INSULATION A. Provide resilient, flexible batts of inorganic, non-asbestos fibers and binders complying with ASTM C 665,Type 11 and having the following properties and characteristics: 1. Thickness: 6" nominal; to achieve R19. 2. Density: 0.5 ibs/cu.ft. or greater except 2.5 Ibs/cu.ft. at acoustical partitions. 3. k-Vaiue: 0.27. 4. Facing: Membrane-faced. 5. Size: Coordinate widths with spaces to be insulated. 6. Flame Spread: Provide flame resistant facing with maximum flame spread of 25 or less; ASTM E 84. B. Acceptable Batt Insulation Manufacturers: Provide products of one of the following manufacturers if they meet or exceed the requirements of these specifications: 1. CertainTeed Products Corporation 2. Manville Building Materials Corporation 3. Owens-Corning Fiberglas Corporation PART 3 - EXECUTION 3.01 INSPECTION A. The Installer shall examine substrates, supports, and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means Installer accepts substrates and conditions. 3.02 INSTALLATION A. General Installation Requirements: Strictly comply with manufacturer's instructions and recommendations, except where more restrictive requirements are specified in this section. 1. Clean substrates and remove projections which could puncture vapor barriers. 2. Extend insulation over entire area indicated to be insulated. 3. Fit tightly around penetrations and obstructions. Fill all holes, gaps and voids including voids and shim spaces at door and window perimeters. 4. Do not over compress insulation. 5. Provide insulation in one layer with tightly butted edges, unless indicated otherwise. 6. Provide continuous installation of vapor barrier with joints and transitions lapped and or sealed and punctures repaired. B. Roofing: Friction fit batt and blanket type insulation into framing spaces. Provide clips to prevent sagging. 3.03 PROTECTION A. Provide temporary protection to ensure work being without damage or deterioration from weather or physical abuse. END OF SECTION LUCENT HIGH HOUSE 3/15/99 INSULATION LUCENT TECHNO LOG iES 07200 -2 LUCENT HIGH HOUSE 3/15/99 INSULATION LUCENT TECHNOLOGIES 07200 - 3 SECTION 07410 METAL PANEL SYSTEMS PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes custom metal panel systems for wall panels and roof panels. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 05120 -STRUCTURAL STEEL; framing and supports for wall and roof panels. 2. Section 05500 - MISCELLANEOUS METAL. 3, Section 07200 - INSULATION; insulation at roof panels. 4. Section 07600 - FLASHING AND SHEET METALS. 5. Section 07900 -JOINT SEALERS; sealant requirements. 6. Section 08100 - STEEL DOORS AND FRAMES; doors and frames installed in panel system. 7. Section 08510 - STEEL WINDOWS;windows installed in panel system. 8. Section 10200 - PRESSURE RELIEF PANELS. 1.04 QUALITY ASSURANCE A. Installer: A firm which has at least three years experience in work of the type required by this section and which is acceptable to the manufacturer of the panel system. B. Source: Provide panel systems which are the products of one manufacturer. Provide secondary materials which are acceptable to the manufacturers of the panel system. C. Engineering: Provide the services of a Professional Engineer, registered in the Commonwealth of Massachusetts, to design, seal and certify that the work of this section meets or exceeds code requirements and the performance requirements specified in this section. D. Subdivision of Work: To limit responsibility, assign the complete preformed metal panel system including, but not limited to, panels, framing, subframing, fasteners, flashings, counterflashings, wall caps,copings, gravel stops,joint sealers and fillers, to one manufacturer and one installer. E. Pre-Installation Conference: Convene a pre-installation conference to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. 1. Comply with roof manufacturer's and roof installer's requirements for protection of roof and flashings. F. Mock-Up: Mock-up of exterior wall including metal panels is required. Provide full-size mock-up as approved by Owner's Representative, including structural steel backup to support mock-up. LUCENT HIGH HOUSE 3/15/99 METAL PANEL SYSTEMS LUCENT TECHNOLOGIES 07410 - 1 Include masonry, window systems, metal panels, sealants and flashings. Locate on-site at location approved by Owner's Representative. Coordinate with work of other sections to ensure that mock-up construction is coordinated. Remove mock-up at end of project as acceptable to Owner's Representative. Refer to Drawings for sketch of mock-up. 1.05 PERFORMANCE REQUIREMENTS A. Thermal Movement: Provide metal panels which allow for expansion and contraction through ambient temperature range of 120 degrees F. B. Structural Performance: Provide metal panels, anchors and attachments which resist loads required by code and loads as indicated on the Structural Drawings without permanent deflection or permanent deformation. Information on Drawings referring to specific design of attachment, panel stiffening, and structural systems is intended for information only. System performance, based on project conditions and compliance with all applicable codes and loading requirements,shall be the responsibility of the panel fabricator and installer. 1.06 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations and recommendations for each material used. Provide certifications stating that materials comply with requirements. B. Shop Drawings: Provide shop drawings for fabrication, installation and erection of all parts of the work. Provide large scale detailed plans, elevations, and details of anchorages, connections and accessory items. Distinguish between factory and field assembly work. C. Field Measurements: Take accurate field measurements before preparation of shop drawings and fabrication. Do not delay job progress. D. Calculations: Provide calculations and certification of the performance of this work prepared and sealed by a Professional Engineer, registered in the Commonwealth of Massachusetts. Show how design load requirements and other performance criteria have been satisfied. E. Verification Samples: Submit representative samples of each material that is to be exposed in the finished work, showing the full range of color and finish variations expected. Provide samples having minimum area of 144 square inches. Submit full range of standard and custom ` color samples of joint sealant material for selection by the Owner's Representative. i F. Test Reports: Submit certified reports for tests and performance required. i 1.07 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict compliance with manufacturer's instructions and recommendations. Protect from ail possible damage. Sequence deliveries to avoid delays, but minimize on-site storage. PART 2 - PRODUCTS 2.01 STEEL WALL PANELS A. Insulated Panel System: Meti-Span 1[I CF Wall Panels, as manufactured by Met{-Span Corporation, or approved equal and complying with the following: 1. Steel Sheet: 22 gage galvanized interior and exterior sheets, stucco embossed, ASTM A 653, G90. 2. Insulation Core: Foamed-in-place polyurethane, CFC free, 2.0 Ibs/cu. ft. density, 22 psi compressive strength LUCENT HIGH HOUSE 3/15/99 METAL PANEL SYSTEMS LUCENT TECHNOLOGIES 07410 - 2 3. Provide installation accessories including stainless steel clips, closures, interlock sealant, 18 gage G90 galvanized steel subgirts 4. Exterior Sheet Finish: Manufacturer's standard 2-coat 70% Kynar flouropolymer, color as selected. 5. Interior Sheet Finish: Manufacturer's standard 2-coat siliconized polyester coating,color to be white. 2.02 STEEL ROOF PANELS A. Roof Panel System: "SuperLok" Roof Panels, as manufactured by MBCI Metal Roof and Wall Systems, or approved equal and complying with the following: 1. Panel Profile: 2 in. high x 7/16 in. wide rib x 16 in.wide striated panel. 2. Configuration: Standing seam, concealed fastener with hot-melt mastic. 3. Gauge: 24 ga., UL-90 rated. 4. Substrate: Galvalume steel sheet, 0.5 oz./sq. ft., minimum yeild of 50,000 psi. 5. Clip: One piece fixed clip, 22 gauge, with factory applied mastic. 6. Texture: Smooth. 7. Finish: Manufacturer's standard 2-coat 70% Kynar flouropolymer, color as selected. 8. Provide installation accessories including stainless steel clips, closures, interlock sealant. If 2.03 FRAMING A. Design, engineer, and provide complete assembly of internal framing components, studs, girts and the like. Provide framing as specified in Section 05120, STRUCTURAL STEEL. Provide all primary and secondary framing members not indicated on the stfuctural drawings. 2.04 ACCESSORIES is A. Fasteners: Provide stainless steel anchor clips, bolts, screws, and fasteners. Attachment clips shall permit expansion and contraction of the panel system throughout the specified I" temperature range. Provide fasteners with watertight washer gaskets and with heads finished to match panels. B. Accessories: Provide all components necessary for a complete, functional, weatherproof assemblyincluding, bu t not limited to trims copings at metal panels, flashin s within g � � thin systems P � 9 Y and related items. Metal materials shall match panels, but temper may be reduced to facilitate forming. C. Stiffeners and Structural Members: Provide steel stiffeners and cold-rolled steel channels laminated to panels backs as required for stiffening of larger panels in vertical orientation or to support snow loads and live loads on horizontal fins. PART 3 -EXECUTION 3.01 INSPECTION A. The Installer/Erector shall examine substrates, supports, and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means Installer accepts substrates and conditions. 3.02 INSTALLATIOWERECTION A. Strictly comply with manufacturers instructions and recommendations, except where more restrictive requirements are specified in this section. Strictly duplicate UL tested assemblies where fire-ratings are indicated. LUCENT HIGH HOUSE 3/15/99 METAL PANEL SYSTEMS LUCENT TECHNOLOGIES 07410 - 3 f; 1. Install work to be truly straight and square. 2. Provide work as indicated on approved shop drawings. 3. Install work with uniform,tight interlocking joints. 4. Provide flashings, sealers,fillers and gaskets as necessary to make assembly weathertight and watertight. 5. Comply with applicable requirements of Section 07900, JOINT SEALERS including testing and compatibility. 6. Comply with requirements of Section 07600, FLASHING AND SHEET METAL. 7. Install work to meet specified performance requirements. 3.03 TOUCH-UP AND REPAIR A. Touch-up damaged coatings and finishes and repair minor damage to eliminate all evidence of repair. Remove and replace work which cannot be satisfactorily repaired. END OF SECTION i E E E i LUCENT HIGH HOUSE 3/15199 METAL PANEL SYSTEMS LUCENT TECHNOLOGIES 07410 -4 SECTION 07600 FLASHING AND SHEET METAL PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Metal(lashings. 2. Scuppers. 3. Downspouts. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. k B. Other specifications sections which directly relate to the work of this section include, but are not [ limited to, the following: i E 1. Section 04200- UNIT MASONRY. 2. Section 07410 - METAL PANEL SYSTEMS. s 3. Section 07900-JOINT SEALERS, 4. Section 10200 - PRESSURE RELIEF PANELS. 1.04 INTENT i . A. A major intent of the work of this section is to control and divert water to the exterior and keep the building dry for the life of the building. j; 1.05 QUALITY ASSURANCE A. Comply with applicable requirements, recommendations and details of SMACNA Architectural Sheet Metal Manual. i B. Mock-Up: Mock-up of exterior wall including flashing and sheet metal is required. Provide full- size mock-up as approved by Owner's Representative, including structural steel backup to support mock-up. Include masonry, precast concrete, glazed aluminum framing systems, metal panels, sealants and flashings. Locate on-site at location approved by Owner's Representative. Coordinate with work of other sections to ensure that mock-up construction is coordinated. Remove mock-up at end of project as acceptable to Owner's Representative. Refer to Drawings for sketch of mock-up. 1.06 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation instructions, use limitations and recommendations for each product used. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work. Provide large scale plans, elevations, and details of profiles, joints, seams, LUCENT HIGH HOUSE 3/15/99 FLASHING AND SHEET METAL LUCENT TECHNOLOGIES 07600 - 1 anchorages, connections and accessory items. Include statement that materials are physically compatible. C. Verification Samples: Submit representative samples of each material that is to be used in the work, showing the full range of color and finish variations expected. Provide samples having minimum area of 144 square inches. D. Mock-Up: Mock-up is required for all types sealant, and for metal roofing, including patterns indicated. 1.07 DELIVERY, STORAGE AND HANDLING A. Deliver, store and handle materials and products in strict compliance with manufacturer's instructions and recommendations and industry standards. Protect from damage. B. Sequence deliveries to avoid delays, but minimize on-site storage. 1.08 SEQUENCING AND SCHEDULING A. Conference: Convene a pre-installation conference to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. B. Perform work of this section in coordination with other sections to provide the highest quality work which best fulfills the intent requirements of this work. PART 2 - PRODUCTS E 2.01 FLASHING AND SHEET METAL A. Membrane Flashing: W, R. Grace Perm-A-Barrier with P3000 primer or equal by Durawal or Mirafi. Use waterbased primer only if VOC regulations prohibit use of P3000 primer. B. Sheet Aluminum: ASTM B 209, alloy 3003-H14, 0.060 inch thickness minimum. E 1. Metal Finish: 70% Kynar, two-coat PPG Duranar Coating. Color as selected by Owner's Representative from manufacturer's full range of standard and custom colors. One color is required. k C. Stainless-Steel Sheet: ASTM A 666, Type 304, soft annealed, with No. 2D finish, except where harder temper is required for forming or performance; minimum 0.0187 inch (0.5 mm) 1. thick, unless otherwise indicated. 2.02 MISCELLANEOUS MATERIALS A. Fasteners: Match material being fastened for both type of material and finish. B. Isolation Coating: SSPC paint 12. C. Slip Sheet: 5 lb rosin building paper. D. Plastic Undedayment: 6 mil carbonated polyethylene film, FS L-P-512. E. Reglets: Metal units of type and profile indicated or required which are compatible with(lashings used. F. Accessories: Provide all clips, cleats, straps, anchors and similar items necessary to properly complete the work. Provide accessories that are compatible with sheet metal materials used and which are of sufficient size and gage to perform as intended. LUCENT HIGH HOUSE 3/15/99 FLASHING AND SHEET METAL LUCENT TECHNOLOGIES 07600 -2 2.03 FABRICATION A. Shop fabricate work to the greatest extent possible. Fabricate work to be truly straight, plumb, level and square, and to provide the best possible watertight, weatherproof performance with expansion provisions in running work. B. Provide work to sizes, shapes, and profiles indicated on approved shop drawings. Comply with referenced standards. Minimize oil-canning, buckling,tool marks and other defects. C. Make work with uniform,watertight joints. Make seams as inconspicuous as possible. D. Isolate dissimilar materials with isolation coating or other permanent separation acceptable to the Owner's Representative, PART 3 - EXECUTION 3.01 INSPECTION A. The Installer shall examine substrates, supports, and conditions under which this work is to be E performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning i work means Installer accepts substrates and conditions. 3.02 INSTALLATION A. Install flashing in continuous uninterrupted manner to accomplish 'intent' complete with all transitions, laps, splices,folds, seams necessary to ensure the diversion of water to the exterior. Work in close coordination with installation of exterior unit masonry, precast concrete, roofing, E. window, joint sealer louver, and skylight systems. B. Strictly comply with manufacturer's instructions and recommendations and standard details and recommendations of SMACNA, except where more restrictive requirements are specified in this section. Locked and sealant locked joints as indicated on the Drawings. C. Securely anchor work, but allow for thermal movement and building movement. Use concealed fasteners to the greatest extent possible. Install work to be permanently weatherproof and watertight. D. Bed metal flashing work in thick coating of roofing cement for watertight performance. Do riot permit roofing cement to run or drip out from under sheet metal work under any conditions. E. Provide reglets where indicated and where required. Coordinate installation with related and adjacent work. F. Provide membrane flashing in all masonry work. Overlap adjacent pieces of flashing minimum 2" and roll all overlaps with steel hand roller. Trim bottom edge of flashing minimum of 1/2" back from exposed face of the building. Staple vertical and horizontal joints. Apply a bead of sealant along top edge of flashing membrane and along seams and cuts as necessary and as recommended by manufacturer. 1. All membrane(lashings shall be fully supported across wall cavities. 2. Fasten membrane and install in horizontal strips with 3 feet wide by 10 inch long pieces, starting at the bottom of the wall. Fasten top edge 16 to 24 inches on center. Subsequent strips of membrane shall lap over the fasteners about 2 inches. Comers shall be reinforced with 18 inch wide membrane strips before applying the membrane. LUCENT HIGH HOUSE 3115/99 FLASHING AND SHEET METAL LUCENT TECHNOLOGIES 07600 - 3 G. Provide flashing at every obstruction to the downward flow of water. Design and install flashing to control and divert water to the exterior. 3.03 TOLERANCES A. For exposed work, the following allowable installed tolerances are allowable variations from locations and dimensions indicated by the Contract Document and shall not be added to allowable tolerances indicated for other work. 1. Allowable Variation from True Plumb, Level, and Line: +/- 1/8" in 20'-0" 2. Allowable Variation from True Plane of Adjacent Surfaces: +/- 1/16" 3.04 ADJUSTING,CLEANING, PROTECTION A. Adjust work to conform to specified tolerances and appear uniform, straight and correct. B. Touch-up damaged coatings and finishes to eliminate evidence of repair. C. Repair minor damage to eliminate all evidence of repair. Remove and replace work which cannot be satisfactorily repaired. D. Clean exposed surfaces using materials and methods recommended by manufacturer of material or product being' cleaned. Remove and replace work that cannot be successfully cleaned. END OF SECTION LUCENT HIGH HOUSE 3/15/99 FLASHING AND SHEET METAL LUCENT TECHNOLOGIES 07600 - 4 f SECTION 07900 JOINT SEALERS PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the preparation of joints, sealing and filling of joints and curing and protection of completed work. B. Provide joint sealers and fillers as scheduled in this section and as indicated on the drawings. Before beginning work, obtain Owner's Representative's clarification if the extent of each type of sealer and filler is uncertain. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: 1. Section 04200, UNIT MASONRY. 2. Section 07410, METAL PANEL SYSTEMS. 3. Section 10200, PRESSURE RELIEF PANELS. 4. Division 15, PLUMBING. 1.04 INTENT A. Performance and Design Requirements for Sealants: Provide sealants to maintain long term [20 year minimum]air tight and water tight seals. No cohesive or adhesive failures, nor cracking or bubbling of sealant surfaces are permitted. Provide sealants certified by sealant manufacturer to be capable of accommodating the full range of manufacturing tolerances, field erection tolerances, thermal movements, seismic movements, building structure movements [floor sag, beam sag, and column settlement], building deflections, and all other movements. Design sealant joints to accommodate the worst possible combination of effects and to prevent internal sealant stress failure, deterioration, and failure of weather seals. 1. Exterior Work: A major intent of the exterior work of this section is to keep the building dry and permanently establish and maintain airtight and watertight continuous seals within the manufacturers' published limits of normal wear and aging. 2. Interior Work: Interior work is intended to seal and fill all cracks,voids and gaps in the work, usually, but not always, located between dissimilar materials. In interior areas subject to water use and leakage, sealants are intended to control water and prevent leakage. 1.05 QUALITY ASSURANCE ( A. Source: For each type of sealant and filler material required for the work of this section, provide primary materials which are the products of one manufacturer. Provide secondary materials ! which are acceptable to the manufacturers of the primary materials. i i I i LUCENT HIGH HOUSE 3/15/99 JOINT SEALERS i LUCENT TECHNOLOGIES 07900 - 1 B. Mock-ups: Before beginning primary work of this section, provide 10 linear feet mock-ups of each,type of sealing and filter work at locations acceptable to Owner's Representative and obtain Owner's Representative's acceptance of visual qualities. Protect and maintain acceptable mock-ups throughout the work of this section to serve as criteria for acceptance of this work. Acceptable mock-ups may be incorporated into the finished work. 1.06 TESTS A. Construction Sealant Adhesion Tests: Periodically test sealants in place for adhesion using methods recommended by sealant manufacturer. Promptly replace all sealant which does not adhere or which fails to cure properly. 1.07 SUBMITTALS A. Product Data: Submit manufacturer's product data, installation and curing instructions, use limitations and recommendations for each material used. Provide certifications stating that material s comply with re quirements. P Y 4 uiremen ts. B. Certifications: Provide manufacturers' certification of the performance of this work. Provide certified rt fled test reports on aged performances,P g P s, hardness, stain resistance, adhesion, cohesion and tensile strength, low temperature flexibility, elongation, modulus of elasticity, water absorption, and resistance to weight loss and deterioration due to heat, ozone and ultraviolet exposure. C. Initial Selection Submit Samples:p mit samples showing complete P g p range of colors and finishes available for each material used. D. Verification Samples: Submit representative samples of each material that is to be exposed in the finished work, showing the full range of color and finish 9 vanations expected. Provide actual samples having minimum length of 4 inches. E. Test Reports: Submit certified reports for tests required. E 1.08 DELIVERY, STORAGE AND HANDLING E E A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict compliance with manufacturers' instructions and recommendations. Protect from damage. Sequence deliveries to avoid delays, but minimize on-site storage. ` 1.09 PROJECT CONDITIONS A. Weather: Perform work only when existing and forecasted weather conditions are within the limits established by manufacturers of the materials and products used. B. Substrates: Proceed with work only when substrate construction and penetrating work is complete. C. Temperature: Comply with manufacturers requirements and recommendations. Understand that joints to be sealed should not be near their fully closed nor fully open extremes, but in the l mid-range of the joint's intended movement. Obtain Owner's Representative's written E permission to seal joints when ambient temperatures are below 50OF or above 850F. D. Conference: Convene a pre-installation conference to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. i 1. Advise other trades to ensure that no other work adversely affects sealer bonding surfaces. i LUCENT HIGH HOUSE 3/15/99 JOINT SEALERS LUCENT TECHNOLOGIES 07900 - 2 E 1.10 WARRANTY A. Provide written warranty signed by manufacturer, agreeing to repair or replace work which exhibits defects in materials or workmanship. "Defects" is defined to include, but is not limited to, leakage of water, abnormal aging or deterioration, and failure to perform as required. Include requirement for removal and replacement of covering and connected adjacent work. 1. Warranty Period: 5 years from date of Substantial Completion. PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. Before installation check each sealant for compatibility with adjacent materials and surfaces and with indicated exposures. Select sealers which are recommended by the manufacturer for each application indicated. Where exposed to pedestrian or vehicular traffic, provide sealants which are non-tracking and are strong enough to withstand the traffic without damage. B. Colors: Provide colors as selected by Owner's Representative from manufacturer's standard colors. Where specifically requested, provide custom color matches. 2.02 NON-SAG POLYURETHANE SEALANT A. Provide multi-part, non-sag, polyurethane based elastomeric sealant, complying with ASTM C920 type M class 25, FS TT-S-00227E Class A, having Shore A hardness of 20 to 30, cured modulus of elasticity at 100%elongation of not more than 75 psi, and tear resistance of not less than 50 lbs./inch when tested according to ASTM D 624. Provide Tremco Dynatrol II or approved equal by Sonneborne. Provide sealant which will not streak metal panels. B. Extent: Provide non-sag polyurethane sealant at exterior joints in vertical surfaces, and other joints not indicated to be sealed with another type of sealant. 2.03 SELF-LEVELING POLYURETHANE SEALANT A. Provide two or more part, self-leveling, polyurethane based elastomeric sealant, complying with ASTM C920, FS TT-S-00227E Type 1 Class A. and FS TT-S-230C Type 1 Class A, having Shore A hardness of not less than 55 when tested according to ASTM D2240, cured modulus of elasticity at 100%elongation of not more than 150 psi when tested according to ASTM D412, and tear resistance of not less than 50 Ibs.finch when tested according to ASTM D 624. Provide one of the following products if they meet or exceed the requirements of these specifications: 1. Pecora Urepan NR-200 2. Tremco TAC 900 3. Sika 1A, SI_ B. Where joint surfaces contain bituminous materials, provide modified sealants which are compatible with bituminous materials encountered. C. Extent: Provide self-leveling polyurethane sealant for all paving and floor joints not indicated to be sealed with another type of sealant. 2.04 SILICONE RUBBER SEALANT A. Provide one part, mold and mildew resistant, sanitary interior type silicone rubber based elastomeric sealant, complying with ASTM C920 Type S, Class 25, Grade NS and FS TT-S- 001543A Class A. Provide one of the following products if they meet or exceed the requirements of these specifications: LUCENT HIGH HOUSE 3/15/99 JOINT SEALERS LUCENT TECHNOLOGIES 07900- 3 1. Pecora 863 2. Tremco Proglaze 3. General Electric 1702 4. Dow 786 B. Extent: Provide silicone rubber sealant for all interior joints around toilet room fixtures and control joints in ceramic the work not on walking surfaces. 2.05 ACRYLIC LATEX SEALANT A. Provide permanently flexible, paintable latex rubber modified acrylic emulsion sealant, complying with ASTM C834. Provide one of the following products if they meet or exceed the requirements of these specifications: 1. Pecora AC-20 2. Tremco Acrylic Latex E 3. Sonneborne Sonolac E B. Extent: Provide acrylic latex sealant for use for exposed acoustical sealant, access doors before painting, and for all interior joints except where silicone rubber sealant is indicated. p€ E 2.06 JOINT FILLERS I A. Provide non-extruding, resilient asphalt impregnated fiberboard complying with ASTM D1751, FS HH-F-341 type I, or AASHTO M213. 2.07 MISCELLANEOUS MATERIALS A. Primer: Provide as recommended by sealant manufacturer for surfaces to be adhered to. B. Bond Breaker Tape: Provide polyethylene or other plastic tape as recommended by sealant manufacturer to prevent three-sided adhesion. C. Backer Rod: Provide compressible rod of durable no nabsar tive material as recommended b P f} Y sealant manufacturer for compatibility with sealant. Provide products of one of the following manufacturers: 1. Backer Rod Manufacturing and Supply Co. 2. Dow Chemical Co. 3. W. R. Meadows, Inc. 4. Williams Products, Inc. 5. Woodmont Products, Inc. PART 3 - EXECUTION 3.01 INSPECTION A. The Installer shall examine substrates and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning of sealant work means Installers acceptance of joint surfaces and conditions. 3.02 PREPARATION & INSTALLATION A. Manufacturers Instructions and Recommendations: Strictly comply with manufacturers' instructions and recommendations, except where more restrictive requirements are specified in this section. Prime all porous surfaces using primer recommended by manufacturer. LUCENT HIGH HOUSE 3/15/99 JOINT SEALERS LUCENT TECHNOLOGIES 07900 - 4 B. Preparation: Clean joint surfaces immediately before installation of sealants, primers, tapes and fillers. Remove all substances which could interfere with bond. Etch or roughen joint surfaces to improve bond. Tape or mask adjoining surfaces to prevent spillage and migration problems. Provide backer rods for all liquid sealants except where specifically recommended against by sealant manufacturers. Prevent three sided adhesion by use of bond breaker tapes or backer rods. C. Sealing: Force sealant into joints to provide uniform, dense, continuous ribbons free from gaps and air pockets. Install sealants so that compressed sealants do not protrude from joints. Dry tool sealants to form a smooth dense surface with joint surfaces adhering equally on opposite sides. At horizontal joints form a slight cove to prevent trapping water. Except in hot weather, make sealant surface slightly concave. 1. Sealant Depth and Joint Size: Joint size shall be 3/8" minimum to 1/2" maximum. Joint depth shall be 1/2 width but not less than 1/4" deep. D. Acoustical Sealing: Seal tightly and completely around all penetrations into (such as outlet boxes) or through walls and floors, at the entire perimeter of walls, and between dissimilar materials. Provide acoustical ceiling at entire perimeter of interior windows and clerestories. 1. At penetrations through drywall construction, provide a thin sheet metal sleeve approximately 3/4" larger on each side than the penetration. Fit and seal the sleeve tighty to the surrounding drywall on both sides of the wall. Pack the 3/4" space between the sleeve and the penetrating object solidly with fibrous acoustical insulation. Provide resilient, non-hardening acoustical sealant to seal both sides of wall between penetration and sleeve. 2. At penetrations through solid walls and where opening is irregular and greater than 1" larger on each side than the penetration, wrap penetrating object with 1" thick fibrous material and solidly grout space between fibrous material and opening with grout. Pack all voids with fibrous filler and seal both sides with resilient, non-hardening acoustical sealant. 3. Where fire-stopping sealant is used at penetrations through fire-rated assemblies, additional acoustical sealing is not required. 3.03 EXTENT OF SEALANT WORK A. General Extent: Seal all joints as noted and all interior and exterior joints, seams, and intersections between dissimilar materials. Provide elastomeric sealant installation with backer rod in all interior and exterior control joints. B. Exterior Sealing: Without limitation the work of this 9 t s section includes sealing the following: g [ 1. Masonry to metal joints. 2. Metal to metal joints. 3. Concrete to concrete at cold joints. E 4. All joints and cracks in paving and walks. 5. Above all joint fillers. C. Interior Sealing: Without limitation, the work of this section includes sealing the following whether or not shown in detail drawings: 1. Perimeters of all door frames,window frames,and metal frames. 3.04 CURING A. Cure sealants in strict compliance with manufacturers' instructions and recommendations to obtain highest quality surface and maximum adhesion. Make every effort to minimize accelerated aging effects and increase in modulus of elasticity. I LUCENT HIGH HOUSE 3115/99 JOINT SEALERS E LUCENT TECHNOLOGIES 07900 - 5 3.05 REPAIR AND CLEANING A. Remove and replace work which is damaged or deteriorated in any respect. B. Clean adjacent surfaces using materials and methods recommended by sealant manufacturer. Remove and replace work that cannot be successfully cleaned. END OF SECTION E E E E I ' LUCENT HIGH HOUSE 3/15/99 JOINT SEALERS LUCENT TECHNOLOGIES 07900 _ g SECTION 08110 STEEL DOORS AND FRAMES PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, the following: 1. Interior and exterior flush metal doors. 2. Interior and exterior metal frames. 3. Door louvers. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. l B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: l F 1. Section 04200- UNIT MASONRY; building-in steel frames. 2. Section 07900 -JOINT SEALERS. 3. Section 08710- FINISH HARDWARE; templates and schedules for hardware. 4. Section 09900 - PAINTING; field finishing of steel doors and frames. 1.04 QUALITY ASSURANCE A. Source: Provide products of one manufacturer for each type of door and frame required for the work of this section. Provide secondary materials and products which are acceptable to the door and frame manufacturers. B. Reference Standards: Provide doors and frames that comply with Steel Door Institute SDI-100, Recommended Specifications for Standard Steel Do ors oors and Frames. Install doors in strict compliance with SDI-105, Recommended Erection Instructions for Steel Frames, and Door Hardware Institute, The Installation of Commercial Steel Doors and Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware. C. Fire-Ratings: For all doors and frames installed in fire-rated assemblies and where indicated or required by authorities having jurisdiction, provide door and frame assemblies that comply with NFPA 80, Standard for Fire Doors and Windows, and which have been tested, listed and labeled in compliance with ASTM El52, Standard Methods of Fire Tests of Door Assemblies by an independent agency acceptable to authorities having jurisdiction. 1.05 SUBMITTALS A. Product Data and Certifications: Submit manufacturer's product data, installation instructions, use limitations and recommendations for each door and frame product used. Provide manufacturers' certifications stating that products and assemblies comply with specification requirements. LUCENT HIGH HOUSE 3/15/99 STEEL DOORS AND FRAMES LUCENT TECHNOLOGIES 08110 - 1 B. Shop Drawings: Provide large scale shop drawings for fabrication and installation of all parts of the work. Provide large scale plans, elevations, and details of anchors, anchor spacing, reinforcement, connections, hardware preparation, and accessory items. Provide schedule of doors and frames using the same references used on Contract Documents. 1.06 DELIVERY,STORAGE AND HANDLING A. Storage and Handling: Strictly comply with Steel Door Institute recommendations. Protect from all possible damage. B. Delivery Sequence: Avoid project delays, but minimize on-site storage. PART 2 - PRODUCTS '€ 2.01 ACCEPTABLE MANUFACTURERS A. Subject to compliance with requirements, provide products of one of the following manufacturers or approved equal: i 1. Amweld 2. Ceco 3. Curries 4. Republic F 5. Steelcraft 2.02 MATERIALS ' A. Hot-rolled Steel: ASTM A 568 and ASTM A 569, commercial quality, pickled and oiled. is B. Cold-rolled Steel: ASTM A 366 or ASTM A 568,commercial quality carbon steel. C. Galvanized Sheet Steel: Roller leveled commercial quality zinc coated carbon steel sheets complying with ASTM A 525, G60, mill phosphatized. D. Anchors and Fasteners: Manufacturer's standard units fabricated from not less than 18 gage galvanized sheet steel or 18 gage hot-dip galvanized steel complying with ASTM A 153, Class C or D. E. Primer. Thermosetting primer which is compatible with finish system specified in Painting section. 2.03 FABRICATION A. General Requirements: Fabricate work to be truly rigid, straight, plumb, level and square. Provide work matching sizes, shapes, and profiles indicated on approved shop drawings. B. Exterior Doors and Frames: Fabricate exterior doors and frames from galvanized sheet steel with closed tops and bottoms and no places to catch or hold water. C. Concealed Components: Fabricate concealed components in doors and frames from either hot or cold rolled steel. D. Hardware Preparation: Fabricate doors and frames to receive mortised and concealed finish hardware as indicated on approved final hardware schedules. Comply with applicable provisions of ANSI A115 series specifications for hardware preparation. E. Hardware Locations: Locate hardware as indicated on final hardware shop drawings or, if not shown, as indicated in Recommended Locations for Builder's Hardware, published by Door and LUCENT HIGH HOUSE 3115f99 STEEL DOORS AND FRAMES LUCENT TECHNOLOGIES 08110 -2 Hardware Institute. 2.04 STEEL DOORS A. Types and Styles: Provide flush steel doors of types and styles indicated on drawings and schedules. 1. Door Faces: Fabricate exposed door faces only from stretcher leveled cold rolled steel. B. Interior Doors: (For non-rated doors) SDI-100, grade R, heavy duty, 16 gage minimum face sheets, seamless construction, model 3 or 4. C. Interior Doors: (Fire-rated) SDI-100, grade [l, heavy duty, 16 gage minimum face sheets, seamless mineral fiberboard composite construction, model 4. D: Exterior Doors: SDI-100, grade III, extra heavy duty, 16 gage minimum galvanized steel face sheets, seamless, model 4, maximum apparent U factor of 0.24 btu/hr/ft2/OF when tested in 'F compliance with ASTM C 236. 2.05 STEEL FRAMES 'f A. Provide frames for doors, transoms, sidelights, borrow lights and other openings as scheduled. Use concealed fastenings wherever possible. 1. Door Frames: Fabricate frames from cold rolled steel sheets, except galvanized steel at ` exterior frames. S B. Steel Gages: Provide frames and components fabricated from the following sheet steel gages: f 1. Plaster guards and mortar boxes: 26 gage. 2. Interior frames: 14 gage . 3. Interior frames for paired doors with hold open devices: 14 gage. 4. Exterior frames: 14 gage. 5. Floor anchors: 14 gage . 6. Strike reinforcement: 14 gage. 7. Closer reinforcement:-12 gage. 8. Head channel reinforcement for frames over 4`wide: 12 gage . 9. Hinge reinforcement: 10 gage. C. Anchors: Provide at least three anchors for each jamb, T type for masonry, Z type for metal studs. Provide floor anchors at both side. Provide UL approved anchors for fire-rated assemblies. D. Frame Construction: Fabricate frames with mitered and fully welded corners and seams. Grind and dress welds and seams to be flush and invisible after priming. E. Silencers: Prepare single door frames to receive 3 resilient silencers. Prepare double door frames to receive 2 resilient silencers. F. Stops: Extend stops to bottom of frame tsubfloor]and cut at 900. 2.06 FINISHES A. Factory Primed: On all surfaces, including galvanized, provide minimum 1.0 mil dry film thickness of baked rust-inhibiting primer which is compatible with finish paint specified in Painting specification section. Prepare surfaces in strict compliance with SDI standards and instructions and recommendations of primer manufacturer. LUCENT HIGH HOUSE 3/15/99 STEEL DOORS AND FRAMES LUCENT TECHNOLOGIES 08110 - 3 B. Bituminous Coating: After priming, provide 1116" thick coating of asphalt emulsion on conct3aled surfaces inside doors frames for all frames installed in an exterior wall or in contact with concrete or with masonry mortar. PART 3 -EXECUTION 3.01 INSPECTION A. The Installer shall examine supports and conditions under which this work is to be performed and notify Contractor in writing of conditions detrimental to the proper completion of the work. Beginning work means Installer accepts substrates and conditions. 3.02 INSTALLATION A. Manufacturer's Instructions and Recommendations: Strictly comply with manufacturer's instructions and recommendations, except where more restrictive requirements are specified in this section. Comply with referenced standards. B. Frames: Where possible, place frames prior to walls and ceilings. Accurately plumb, level, align, square and brace. Anchor frames securely at least three points near hinge locations on both jambs and at both sides into floor. C. Doors: Install hinges supplied under Finish Hardware section and hang doors accurately into frame openings with uniform tight clearances around jambs and head. Doors shall swing freely without binding or scraping and shall remain motionless at any location when released unless affected by installation of closer. D. Louvers and Glazing Stops: Install door louvers and glazingstops where scheduled p or indicated. Provides symmetrically spaced fasteners y y p n rs not more than 8 o.e. E k 3.03 TOLERANCES E A. Fire-Rated Doors: Install fire-rated doors and frames with clearances specified in NFPA Standard 80. B. Non-Rated Doors: Install non-rated doors in frames with clearances and tolerances specified in SDI-100. 3.04 ADJUSTING,TOUCH-UP AND REPAIR A. After installation of doors and hardware, adjust clearances and operating parts to work easily, smoothly, and correctly. Doors shall not rub frame,scratch primer, nor bind. B. Touch-up damaged shop coatings and repair minor damage to eliminate all evidence of repair. Remove and replace work which cannot be satisfactorily repaired. k R I END OF SECTION K i R i r i i LUCENT HIGH HOUSE 3/15/99 STEEL DOORS AND FRAMES LUCENT TECHNOLOGIES 08110 - 4 SECTION 08330 OVERHEAD COILING DOORS PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to: 1. Electrically-operated rolling steel service doors. 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this section. B. Other specifications sections which directlyrelate to the work of this section include, lode, but are not li mited to the following: 1. Section 05500, MISCELLANEOUS METALS. 2. Section 08700, FINISH HARDWARE; lock cylinders. ( 3. Division 16, ELECTRICAL.;wiring requirements. 1.04 QUALITY ASSURANCE E € A. Source: For each type of material required for the work of this section, provide primary materials which are the products of one manufacturer. Provide secondary materials which are acceptable to the manufacturers of the primary materials. B. Provide motorized assemblies bearing the UL seal. C. Wind Loading: Design and reinforce exterior overhead coiling door assemblies to withstand a 20 lb. per sq.ft.wind loading pressure. i 1.05 SUBMITTALS E A. Product Data: Submit manufacturer's product data, rough-in and wiring diagrams, installation instructions, use limitations and recommendations for each material used. Provide operating instructions and maintenance manuals. Provide certifications stating that materials comply with requirements. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation and erection of all parts of the work not fully described by manufacturer's product data. Provide plans, elevations, and details of anchorages, connections and accessory items. Provide installation templates for work installed by others. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict compliance with manufacturer's instructions and recommendations. Protect from damage. LUCENT HIGH HOUSE 3/15/99 OVERHEAD COILING DOORS LUCENT TECHNOLOGIES 08330 - 1 B. Sequence deliveries to avoid delays, but minimize on-site storage. 1.07 PROJECT CONDITIONS A. Provide inserts and anchorages which must be built into other work at the time they are needed, Avoid project delays. PART 2 - PRODUCTS 2.01 OVERHEAD ROLLING DOOR A. Manufacturer: Model 610 by Overhead Door Corp with the following characteristics: 1. Slats: Interlocking, roll-formed slats, S-curved design, C-275. 2. Construction: 22 ga. steel sheet, galvanized per ASTM A 525. 3. Track and Hardware: Hot-dip galvanized steel. 4. Accessories: Spring counterbalance, complete weatherstripping, lock, hood. 5. Operation: Electric-operation. 6. Finish: Powder coat finish over primer; color as selected by Owner's Representative. 2.02 MOTORS AND OPERATORS A. Electrical Operation: Equip overhead coiling doors with manufacturer's standard electrical operator specially designed for size, type, and operation of overhead coiling doors, operating from power sources as indicated on Drawings. Operator shall be UL listed. Equip each operator with three remote P p control switches to be installed and connected under Division 16 ELECTRICAL at locations indicated on Drawings. Provide g push button controls, 1. Automatic Safety Stop: Equip electrically-operated overhead coiling doors with continuous neoprene rubber safety bar at bottom of curtain. In the event safety bar contacts an object in during operation, the door will immediately stop and return to the open position. 2. Emergency Manual Operation: Equip electrically-operated overhead coiling doors with quickly actuated, emergency chain-hoist manual operator with electrical interlock to break motor circuit when engaged. i 3. Door limit switches are-to be located on shop drawings. i FART 3 - EXECUTION i 3.01 INSPECTION A. The Installer shall examine substrates, supports, and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means Installer accepts substrates and conditions. 3.02 INSTALLATION A. Strictly comply with manufacturer's instructions and recommendations, except where more restrictive requirements are specified in this section. B. Lubricate and test door to ensure proper operation. 3.03 ADJUSTING, CLEANING, PROTECTION A. Adjust operating parts to work easily, smoothly, and correctly. B. Touch-up damaged coatings and finishes to eliminate evidence of repair. LUCENT HIGH HOUSE 3/15/99 OVERHEAD COILING DOORS LUCENT TECHNOLOGIES 08330 - 2 C. Repair minor damage to eliminate all evidence of repair. Remove and replace work Which cannot be satisfactorily repaired. Protect work from damage. 3.04 DEMONSTRATION A. Provide and review maintenance manual, demonstrate equipment, and instruct Owner's personnel in routine maintenance and proper operation procedures. END OF SECTION 'E i E E { f Ef f € E E1 EE E 4 LUCENT HIGH HOUSE 3/15/99 OVERHEAD COILING DOORS LUCENT TECHNOLOGIES 08330 -3 F E SECTION 08510 STEEL WINDOWS PART GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. Furnish and install steel window systems, as indicated on Drawings and as specified herein. Types of steel windows include, but are not limited to: 1. Awning windows. 1.03 RELATED WORK A. Examine Contract Documents for requirements that affect work of this Section. Other Specification Sections that directly relate to work of this Section include, but are not limited to: 1. Section 04210, UNIT MASONRY. 2. Section 07410, METAL PANEL SYSTEMS. 3. Section 07600, FLASHING AND SHEET METAL. 4. Section 07900 JOINT SEALERS. RS. 1.04 SUBMITTALS A. Product Data: Submit manufacturer's printed product data, specifications, standard details, i installation instructions, use limitations and recommendations for each material used. Provide certifications that windows comply with specified requirements. B. Shop Drawings: Provide large scale shop drawings for fabrication, installation, and erection of all parts of the work. Provide plans, elevations, and details of anchorages, connections and accessory items. Provide installation templates for work installed by others. Show all interfaces and relationships to work of other trades. C. Field Measurements: To the greatest extent possible, take all necessary field measurements before preparation of shop drawings and fabrication. Do not delay progress of the project. j D. Initial Selection Samples: Submit samples showing complete range of colors, textures, and € finishes available for each material used. E. Verification Samples: Submit representative samples of each material that is to be exposed in the completed work. Show full color ranges and p g finish variations expected. Provide samples having minimum size of 144 sq. in. F. Test Reports: Provide certified reports for all specified tests. 1.05 QUALITY ASSURANCE: A. Source: For each material type required for the work of this Section, provide primary materials which are the product of one manufacturer. Provide secondary or accessory materials which are acceptable to the manufacturers of the primary materials. LUCENT HIGH HOUSE 3/15/99 STEEL WINDOWS LUCENT TECHNOLOGIES 08510- 1 B. Installer: A firm with a minimum of three years experience in type of work required by this Section and which is acceptable to the manufacturers of the primary materials. C. Mock-Ups: Provide mock-up of each type of window. Obtain Owner's Representative's acceptance of visual qualities. Mock-ups may be used for required field tests. Protect and maintain accepted mock-ups throughout the remainder of the work of this section to serve as criteria for acceptance of the work. Approved mock-ups built in place may be incorporated into the finished work. D. Safety Glass Standards: Provide safety glass which complies with ANSI Z97.1 and requirements of 16 CFR Part 1201 for Category If materials and is permanently marked with certification label of Safety Glass Certification Council. 1.06 TESTS AND PERFORMANCE REQUIREMENTS A. Manufacturers Standard Tests: Provide manufacturer's standard test data showing compliance with code required wind loadings and the Drawings. B. Thermal Movement: Provide window systems that allow for expansion and contraction of members throughout an ambient temperature range of 100°F. C. Field Leakage Test: The Owner reserves the right to employ an independent testing agency to perform in-place field tests for water leakage. Complete on-site window mock-up and surrounding wall construction at earliest possible date in order that any problems or failures can be identified before majority of windows have been installed. Field test will include a prolonged water spray test. Any uncontrolled water leakage will be considered a failure. Contractor shall pay for all remedial work and all retesting due to failures. 1.07 PROJECT CONDITIONS A. Weather: Perform work of this Section only when existingor forcasted weather conditions s are within the limits established by manufacturers of the materials and products used. B. Substrates: Proceed with work only when substrate construction and penetration work is complete. 1.08 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened, factory labeled packages. Store and handle in strict compliance with manufacturers instructions and recommendations. Store under cover I and protect from weather damage. B. Sequence deliveries to avoid delays, but minimize on-site storage. 1.09 WARRANTIES E j A. Provide written warranty, signed by the manufacturer, agreeing to repair or replace work which f exhibits defects in materials. "Defects" is defined to include, but not limited to, leakage of water, abnormal aging or deterioration, abnormal deterioration or fading of finishes, and failure to perform as required. l 1. Warranty period: Five years from date of Substantial Completion. P i PART PRODUCTS r 2.01 ACCEPTABLE MANUFACTURERS r A. Provide steel windows by one of the following manufacturers: LUCENT HIGH HOUSE 3/15/99 STEEL WINDOWS LUCENT TECHNOLOGIES 08510 - 2 i 1. Hopes/Roblin Architectural Products. 2. Crittall. 2.02 MATERIALS AND PRODUCTS A. General. Provide Heavy-intermediate fixed and casement windows manufactured from rolled shapes complying with all specified performance requirements. B. Profiles: Provide windows closely matching window profiles and appearances of existing windows. Provide units glazed from the exterior. C. Steel Window Units: Provide members formed from manufacturer's standard hot-rolled steel shapes, or cold-rolled steel plate, bar, sheet or strip, as designed by manufacturer to comply with specified requirements. Provide applied, non-structural weathering members of 0.06 in. minimum thickness, where indicated. D. Trim Members: Provide glazing beads, weatherstrip retainers, (lashings, and similar items not functioning as prime structural members. Provide units of extruded aluminum or of formed sheet aluminum or stainless steel. E. Mullions and Subframes: Provide mullions and subframes formed of hot-rolled or cold-formed steel, of profile shown, or if not shown, of the manufacturer's standard profile for the span and spacing indicated. 1. Provide false steel muntin frames of 1/8 inch thick steel with patterns and sitelines to match I[ existing windows. E E F. Fasteners: Provide bronze, brass, stainless steel, or other metal fasteners warranted by the manufacturer to the non-corrosive and compatible with steel window members, trim, hardware, anchors, and components of connected work. € 1. Provide all exposed fasteners with vandal and tamper-proof heads. G. Anchors, Clips, and Window Accessories: Fabricate units of stainless steel, hot-dip zinc coated steel, or iron complying with ASTM A 386. C H. Glass and Glazing: Clear float glass complying with ASTM C 1036 Type [-Transparent, Flat, Class 1-Clear, Quality q3. Manufacturer's standard glazing gaskets and sealants. I. Compression-Type Glazing Strips and Weatherstripping: Provide compressible stripping for glazing and weatherstripping such as molded EPDM or neoprene gaskets complying with ASTM D 2000, or molded expanded EPDM or neoprene gaskets complying with ASTM C 509. J. Hardware: 1. Four-bar Friction Hinges: Comply with AAMA 904.1. j'. 2.03 FABRICATION A. Fabricate windows to be truly straight and square. Provide work to sizes, shapes, and profiles indicated on approved shop drawings. Make work with uniform, tight joints. Provide units that are reglazable without dismantling. B. Preglaze windows to the greatest extent possible. C. Provide windows with effective means of draining water and condensation which may build-up in members. LUCENT HIGH HOUSE 3/15/99 STEEL WINDOWS LUCENT TECHNOLOGIES 08510 - 3 D. ProVide subframes, sills, mullions and cover plates as needed for a complete weatherproof assembly meeting performance requirements. E. Install windows in openings using techniques which conceal glazing retainer and match existing construction. 2.04 FINISHES A. Finish Over Hot-Dip Galvanizing: Provide manufacturer's standard Bonderite 37 pretreatment, epoxy primer and acrylic finish coating system, equal to Hope's "Ultra-Coat" or baked on polyester by Crittal. 1. Colors: Provide custom color to match Owner's Representative's sample. PART 3 EXECUTION 3.01 INSPECTION A. The Installer/Erector shall examine substrates, supports, and conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning of installation will be construed as Installer/Erector accepting substrates k and conditions. 3.02 INSTALLATION A. General Installation Requirements: Strictly comply with manufacturer's instructions and recommendations, except where more restrictive requirements are specified in this section. B. Installation: Install window units plumb, level, in alignment and plane without warp or rack. : Anchor securely in place. : C. Dissimilar Materials: Isolate all dissimilar materials. D. Sealants: Install sills and subframes in a thick bed of sealant. Provide sealant at all joints and intersections and at all window perimeters. Comply with applicable requirements of Section 07900, JOINT SEALERS. E. Flashing: Coordinate with flashing installation to ensure weathertight construction and assembly. Thoroughly seal all penetrations through flashings with thick bed of sealant. F Comply with applicable requirements of Section 07600, FLASHING AND SHEET METAL. i is 3.03 TOLERANCES A. The following allowable installed tolerances are allowable variations from locations and dimensions indicated by the Contract Documents. Do not add these tolerances to any allowable tolerances indicated for other work. { 1. Allowable Variation from True Plumb, Line and Level: ±1/8 in. in 20 ft.-0 in. 3.04 CLEANING,TOUCH-UP, AND PROTECTION A. Clean exposed surfaces using manufacturer recommended materials and methods. Remove and replace work which cannot be successfully cleaned. B. Touch-up damaged coatings and finishes. Eliminate all visible evidence of repair. C. Provide temporary protection at all times during the course of the work, and immediately after LUCENT HIGH HOUSE 3/15/99 STEEL,WINDOWS LUCENT TECHNOLOGIES 08510 - 4 completion to ensure the work of this Section is not damaged or deteriorated in any way at time of final acceptance. Remove temporary protections and reclean as necessary immediately prior to final acceptance. END OF SECTION E E i F f i I r is I LUCENT HIGH HOUSE 3/15199 STEEL WINDOWS LUCENT TECHNOLOGIES 08510- 5 SECTION 08710 FINISH HARDWARE PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. All of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. 1.02 DESCRIPTION OF WORK A. This section specifies finish hardware for interior and exterior doors to provide correct functions for intended use. Provide related items and services, as indicated on Drawings and as specified. Furnish hardware schedules and templates as required for fabrication of doors and frames under other Sections. Provide hardware that complies with applicable codes and requirements of authorities that have jurisdiction. 1. Coordinate work of this section with requirements of building security system, 1.03 RELATED WORK A. Carefully examine all of the Contract Documents for requirements which affect the work of this Section. B. Other specifications sections which directly relate to the work of this section include, but are not limited to, the following: E 1. Section 08110 - STEEL DOORS AND FRAMES 2. Division 16- ELECTRICAL; Security systems. 1.04 SUBMITTALS A. Hardware Schedule: Provide six copies of final hardware and keying schedule prepared by a DM certified hardware consultant or distributor. Format schedule vertically. List each door opening using same designations indicated on Drawings. ! B. Installation Templates: Provide installation templates for work installed or prepared for installation by others. C. Product Data: Submit manufacturer's product data, catalog cuts, descriptive data, UL listings, and other pertinent technical data for each hardware item used. Submit certifications of fire- ratings for hardware items located in rated assemblies. D. Samples: Submit samples of each finish to be exposed. Show full range of color and finish variations expected. 1. Submit actual finished items of hardware when directed by Owner's Representative. Acceptable items may be used in the completed work. 1.05 QUALITY ASSURANCE A. Source: For each type of hardware required for the work of this Section, provide products of a single manufacturer. B. Consultant: Provide the services of a certified hardware consultant, acceptable to the Owner's LUCENT HIGH HOUSE 3/15/99 FINISH HARDWARE LUCENT TECHNOLOGIES 08710- 1 Representative, to prepare hardware and keying schedules and to certify that the work of this Section meets or exceeds requirements of authorities having jurisdiction. C. Comply with applicable Massachusetts Architectural Access Board requirements and American With Disabilities Act Accessibility Guidelines. 1.06 TESTS A. Fire-Resistance Ratings: When fire-resistance ratings are indicated or required by authorities having jurisdiction, provide hardware items identical to those which have been tested and labeled for fire-rated use by independent testing agencies acceptable to Owner's Representative. 1.07 DELIVERY, STORAGE AND HANDLING A. Packaging: Package and label each hardware item separately with all screws, bolts and accessories required for a complete and proper installation. Coordinate the labeling of packages with hardware set numbers. B. Store hardware items in locked spaces. Replace all hardware items lost or damaged. Provide copies of supplier receipts for hardware items delivered to the Project. PART2- PRODUCTS 2.01 FINISH HARDWARE-GENERAL REQUIREMENTS i, A. Provide the specified hardware item, or an equal product from one of the other named manufacturers which meet or exceed the standard as judged by the Owner's Representative. E E B. Provide the proper hardware which permits the swing and hand of each door as indicated on the E Drawings. E C. Manufacturer's names or trademarks displayed in a visible location will not be permitted on any piece of hardware. D. Base Metal: Provide plated-brass or bronze with the exception of stainless steel and aluminum i items. E E. Fasteners: Provide concealed fasteners to the greatest extent possible. Do not use through- bolts unless otherwise acceptable to the Engineer. I 2.02 HARDWARE FINISHES CE A. Provide US26D satin chrom plated finish on all hardware. 1. Provide US32D stain stainless steel finish where satin chrom finish is not available. B. Closer Covers: Provide plated metal closer covers matching lock and latch finishes. 2.03 LOCKSETS AND LATCHSETS A. Mortise Locksets and Latchsets: Except where scheduled otherwise, provide Sargent latchsets and locks with lever and rose as selected by Owner's Representative. Provide 6 pin cylinders and keyway to Owner's requirements. Cylinder manufacturer as acceptable to the Owner. B. Throws: Provide 1/2 in. minimum. Comply with UL requirements for fire-rated hardware. LUCENT HIGH HOUSE 3/15/99 FINISH HARDWARE LUCENT TECHNOLOGIES 08710 - 2 C. Strikes: Provide manufacturer's standard box strike with extended curved lip. Finish strikes and lips to match lock or latch. Provide custom strikes where required. 1. Provide electric strikes for designated entry doors. D. Metals: Provide cylinders and keys from brass matching type and finish of metal for hardware. 2.04 KEY CONTROL SYSTEM A. Provide key control system consisting of labels, tags, card index, and metal wall mounted cabinet. Set up control system, label and identify each key, type index cards, and deliver to Owner complete and ready for use. 2.05 HINGES AND BUTTS A. Provide products of one of the following manufacturers that meet or exceed the requirements of these specifications: 1. Hager 2. Lawrence 3. McKinney 4. Stanley B. Provide hinges template produced, full mortise, five knuckle-type, four-ball bearing type, except as otherwise scheduled. C. Hinge Height: 4-1/2 in. D. Hinge Width: Consultant shall determine proper hinge width based. p P g upon door thickness and trim conditions. Provide minimum 4-1/2 in. wide hinges. E. Hinge Quantity: Provide three hinges for doors up to 7 ft.-6 in. high, and one additional hinge for each additional 2 ft.-6 in. of height. Provide one additional hinge for doors over 3 ft.-6 in. wide. F. Pins: Provide flat button pins matching hinges in finish and material. Provide non-removable pins on outswinging exterior and corridor doors. Provide non-rising pins for all other hinges. 2.06 BOLTS AND COORDINATORS A. Provide products of one of the following manufacturers that meet or exceed the requirements specified: 1. Ives E 2. Glynn-Johnson 3. Rixson/Firemark B. Flush-Bolt for Rated Doors: Ives 358 or 458. C. Flush-Bolt for Non-Rated Doors: Ives 258. D. Strikes: Provide dust-proof strikes for foot bolts and standard strikes for head bolts. 2.07 CLOSERS i A. Provide LCN 4030/4130 Series for low frequency interior doors. B. Provide LON 4010/4110 Series for toilet room doors. LUCENT HIGH HOUSE 3/15/99 FINISH HARDWARE LUCENT TECHNOLOGIES 08710 -3 I C. Provide closers with hold-open features where required. Provide closers with built-in door stop function at an adjustable angle where indicated. Provide closers which will open 180 degrees where required. Provide concealed closers where required per Hardware Schedule. D. Mount closers on the least public side of doors to the greatest extent possible. Provide closers with parallel arms wherever closers are on the stop side of doors which swing out into corridors and public spaces. Where parallel arms are used, provide closers which are one size larger than manufacturer's recommendation. E. Fallow manufacturer's recommendations for size of closer based upon size and weight of door, exposure, and frequency of use. 2.08 STOPS A. Provide products of one of the following manufacturers that meet or exceed the requirements specified: 1. Ives 2. Brookline 3. Glynn-Johnson B. Provide wall stops Ives 406, 407 or 408 to suite wall condition. Where indicated or where wall stop is not practical, provide floor stops 436 or 438 to suit floor conditions and clearances. Provide carpet risers where required. 2.09 WEATHERSTRIPPING, SOUNDSTRIPPING, AND THRESHOLDS A. Provide products of one of the following manufacturers that meet or exceed the requirements specified: 1. Reese 2. Pemko 3. Zero B. Thresholds for General Applications: As detailed C. Weatherstripping: Provide neopren concealed gasket-type weatherstripping at exterior doors. Weatherstripped doors are required to provide a continuous seal at the entire perimeter of door with no cracks. D. Soundstripping: Provide soundstripping as detailed and scheduled. 2.10 EGRESS DEVICES A. Von Dupdn Series 22 at hold-open doors; Series 55 at other locations. All vertical bars are to be concealed. 2.11 MISCELLANEOUS HARDWARE A. Silencers: For steel frames, provide gray resilient silencers to suit frame type. Provide three silencers for single doors, and two silencers for doors hinged in pairs. E i PART 3- EXECUTION 3.01 INSPECTION i [ A. Examine doors, frames and conditions under which the work of this Section will be performed. f LUCENT HIGH HOUSE 3/15/99 FINISH HARDWARE i LUCENT TECHNOLOGIES 08710 - 4 E .s•':ya2. Notify Contractor in writing of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Commencing work means Installer accepts substrates and conditions. 3.02 INSTALLATION A. Comply with manufacturers` instructions and recommendations, except where more restrictive requirements are specified in this Section. B. Install hardware on doors and frames at locations conforming to ANSI and NAHM standards, and DHI mounting heights, except where specifically indicated otherwise or required by authorities having jurisdiction. C. Set hardware plumb, level, and in exact alignment and location. Conceal and countersink fasteners wherever possible. D. Set exterior thresholds in bed of sealant provided under Section 07200, 3.03 ADJUSTING, CLEANING,AND PROTECTION A. Adjust hardware items to work smoothly, easily, and correctly. B. Clean exposed surfaces using non-abrasive materials and methods recommended by manufacturer of hardware being cleaned. Remove and replace work which cannot be successfully cleaned, as judged solely by the Owner's Representative. C. Provide temporary protection to ensure work being without damage or deterioration at time of final acceptance. Remove protections and reclean as necessary immediately prior to final acceptance. 1. Cover knobs, levers, pulls, and push plates with heavy cloth to protect against damage until Final Acceptance of the Project. p 9 g 't 3.04 COMPLETION AND CONTINUED MAINTENANCE A. Before completion of work of this Section, inspect work with Owner's Representative and adjust and correct worts to leave operating parts in perfect operating condition, jointing to adjacent material tight, surfaces without blemishes or stains, work properly executed and complete, and E defects and damaged work replaced or corrected. B. Provide services of hardware supplier's representative to inspect hardware six months after Final Acceptance of Project. Readjust and restore hardware. i 3.04 HARDWARE SETS i A. The Hardware sets listed indicate the items of hardware required for one opening, single door or pair of doors. This information is furnished for use as a guide only. It is the hardware supplier's responsibility to furnish the proper quantities, functions, weights, and sizes as required by the specifications and as recommended by the manufacturer's catalogue information. I END OF SECTION 1 E 1. i. LUCENT HIGH HOUSE 3/15/99 FINISH HARDWARE LUCENT TECHNOLOGIES 08710 - 5 SECTION 09900 PAINTING PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Ali of the Contract Documents, including General and Supplementary Conditions and Division 1 General Requirements, apply to the work of this section. B. Carefully examine all of the Contract Documents for requirements which affect the work of this section. The exact scope of work of this section cannot be determined without a thorough review of all specification sections and other Contract Documents. 1.02 DESCRIPTION OF WORK A. The work of this section includes, but is not limited to, painting and finishing of all exposed surfaces, both interior and exterior, except the following: 1. Factory finished items, except as noted. 2. Finished metal surfaces of stainless steel, copper, brass, and bronze. 3. Finished metal surfaces that are color anodized or plated. 4. Surfaces in concealed areas such as crawl spaces, above ceilings and the like except as required in concrete fresh air intake areas at subbasement. 5. Moving parts, code required labels, and equipment data plates. 6. Mechanical and electrical items not in public spaces. 7. Acoustical ceiling systems. 1.03 QUALITY ASSURANCE A. Source: For each type of material required for the work of this section, provide primary materials which are the products of one manufacturer. Provide thinners and other secondary materials which are acceptable to the-manufacturers of the primary materials. B. Mock-ups: Before beginning primary work of this section, provide 100 square feet mock-ups of each color and paint system at locations acceptable. to Owner's Representative and obtain [ Owner's Representative's acceptance of visual qualities. Protect and maintain acceptable mock-ups throughout the work of this section to serve as criteria for acceptance of this work. 1.04 TESTS A. Testing Agency: The Owner may employ an independent testing agency to perform tests, evaluations and certifications. Cooperate and permit samples of materials to be taken as they are used. The Contractor shall pay all costs of tests which show failure to comply with Contract Documents. r 1.05 SUBMITTALS E A. Product Data: Submit manufacturer's product data, paint analysis, application instructions, use limitations and recommendations for each material used. Provide certifications stating that materials comply with requirements and that paint products used are the highest quality produced by the manufacturer. B. Initial Selection Samples: Submit color swatches showing complete range of colors and finishes available for each paint and finish system. i LUCENT HIGH HOUSE 3/15/99 PAINTING LUCENT TECHNOLOGIES 09900- 1 C. Verification Samples: Before painting mock-ups, submit representative samples of each material that is to be exposed in the finished work, showing the full range of color and finish variations expected. Provide samples having minimum area of 144 square inches. 1.06 DELIVERY, STORAGE AND HANDLING A. Deliver materials and products in unopened factory labeled packages. Store and handle in strict compliance with manufacturers` instructions and recommendations. Protect from freezing and damage. B. Avoid the possibility of fire by removing flammable materials, solvents and spirits from the project site or by storing materials in UL approved fire-resistive cabinets. Keep work area free from flammable waste and soiled rags. C. Sequence deliveries to avoid delays, but minimize on-site storage. 1.07 PROJECT CONDITIONS A. Weather, Temperature, and Humidity: Perform work only when existing and forecasted condition s are within the limits established b n y manufacturers of the materials and products used. 1. Indoor Temperature: Maintain minimum interior temperature of 652F during application and drying of paints and until occupancy of the building. 2. Outdoor Temperature and Conditions: Air and surface temperatures shall be 502F or above and dry during finishing and drying. Test all surfaces with moisture meter before proceeding. Surfaces shall be dry within the limitations of the finish system manufacturers, B. Substrates: Proceed with work only when substrate construction and penetrating work is complete. C. Ventilation: Comply with manufacturer's requirements and recommendations. D. Lighting: Since lighting conditions can change the appearance of the work, work only when permanent lighting system is operational and in use. 1.08 SEQUENCING AND SCHEDULING A. Conference: Convene a pre-installation conference to establish procedures to maintain optimum working conditions and to coordinate this work with related and adjacent work. B. Coordinate this work with work specified in other sections. Furnish information on finish materials to be used in the field to ensure that correct prime coats are used in the shop. PART 2 -PRODUCTS t 2.01 PRODUCTS k 'r t: A. Finishing Materials: Provide finish products and systems as scheduled at the end of this fsection. Provide secondary products as recommended by manufacturers`of primary products. 1. Colors: Will be selected by Owner's Representative; many colors will be used. Match Owner's Representative's color chips and numbers. Custom mix colors as directed. Deeptone, bright, and accent colors may be used. LUCENT HIGH HOUSE 3/15/99 PAINTING LUCENT TECHNOLOGIES 09900 - 2 PART 3 -EXECUTION 3.01 INSPECTION AND PREPARATION A. Inspection: The Applicator shall examine substrates and conditions under which this work is to be performed and notify Contractor, in writing, of conditions detrimental to the proper completion of the work. Do not proceed with work until unsatisfactory conditions are corrected. Beginning work means Applicator accepts substrates and conditions. B. Responsibility: The Applicator shall be solely responsible for the finishing work and shall prepare substrates as needed to obtain the highest quality finished surfaces. C. Manufacturer's Recommendations: Strictly comply with manufacturers' instructions and recommendations, except where more restrictive requirements are specified in this section. D. Cleaning: Do not finish over dirt, rust, grease, moisture and other conditions detrimental to formation of a durable finish film. Clean surfaces to remove dirt, oil, grease, mildew, asphalt, concrete splatters, and all other foreign substances. E. Removal and Protection: Remove finished hardware, fixtures, accessories, and similar items or provide adequate protection to ensure that these surfaces are not finished or splattered. Replace these items when finishing work is completed. F. Shop Primers: Remove incompatible primers and reprime or provide barrier coats in compliance with finish manufacturer's instructions. Metal to receive spray fireproofing shall not be primed and as noted on drawings. G. Masonry and Concrete: Prepare materials by removing laitance, efflorescence, form release agents, and surface glaze by cleaning and washing as recommended by finish manufacturer and approved by Owner's Representative. Brush surfaces to remove loose particles. Allow a minimum of 60 to 90 days curing time before finishing poured and precast concrete. Allow a minimum of 30 to 60 days curing time before finishing concrete masonry. Determine substrate alkalinity and moisture content and, if necessary, take appropriate remedial actions as recommended by manufacturers of primary finish materials. H. Ferrous Metal: Prepare shop primed metal surfaces by solvent wiping, sanding and touching- up shop prime coats. Prepare bare metal surfaces by power tool cleaning [Steel Structures Painting Council SP-3]. Remove welding flux and splatter, burrs, and all other surface defects and foreign substances. Clean surfaces by washing with water followed by phosphate rinsing. Apply prime coats immediately after completion of cleaning. I. Galvanized Metal: Aggressively clean new galvanized surfaces with grease cutting solvent, such as undiluted vinegar, to remove fabricating oils. Touch-up abraded surfaces immediately ' with zinc-rich paint or rust-inhibiting paint acceptable to the Owner's Representative. J. Aluminum: Solvent clean surfaces equal to SSPC SP-1. Do not use red lead primers on aluminum surfaces. 3.02 APPLICATION f A. Manufacturer's Recommendations: Strictly comply with manufacturers' instructions and recommendations, except where more restrictive requirements are specified in this section. B. Material Preparation: Mix and prepare materials in strict compliance with manufacturer's l recommendations. Do not thin materials without Owner's Representative's approval. Keep foreign substances out of finishing materials. C. Primers: Provide primers as recommended by finish system manufacturer for substrates i l r LUCENT HIGH HOUSE 3/15/99 PAINTING LUCENT TECHNOLOGIES 09900 - 3 i encountered. Tint all primers and undercoats to the approximate shade of the finish coat, making each coat slightly darker and closer to the finished shade. Use deep base primers for deeptone, bright, and accent colors. Prime surfaces immediately after surface preparation to prevent contamination of substrate. D. Application: Apply paint and finish systems as scheduled using brushes, rollers, or painter's mitts. Spray application of paint and finish systems is not acceptable for field work, except for variegated paint systems. Apply finish materials at coverage rates and dry film thicknesses recommended by their manufacturers. Provide additional coats as needed to eliminate all show through and bleed through areas. E. Extent: Finish all surfaces behind removable items. Finish inside of ducts and grilles with flat black paint when these surfaces are visible. Finish surfaces of access doors, panels and covers that are visible when opened with same finish and color as face panels. F. Sanding: Sand before application and between coats as recommended by finish system manufacturer. G. Recoat Time: Allow manufacturer's recommended waiting period between successive coats. H. Finish Appearance: Provide uniform final finishes, free of runs, sags, wrinkles, streaks, shiners, brush/roller marks, color variations and other imperfections. I. Mock-Up Matching: Provide final finishes which exactly match approved mock-ups. 3.03 FIELD QUALITY CONTROL F A. Testing: The Owner reserves the right to employ an independent testing agency to conduct material evaluation and application tests. The Contractor shall cooperate fully and, when requested, permit samples of materials to be taken from containers as the materials are applied to building surfaces. B. Cost of Testing: If tests indicate that materials or worst does not comply with requirements, the Contractor shall pay for tests performed, all retesting, and shall remove and replace non- r complying work. 3.04 TOUCH-UP,CLEANING, AND PROTECTION A. Touch-up damaged coatings and finishes to eliminate evidence of repair. B. Clean finished surfaces and remove all finish splatters from adjacent work p � . Remove and replace work that cannot be successfully cleaned. C. Provide signs and temporary protection to ensure work being without damage or deterioration at time of final acceptance. Remove protections and reclean as necessary immediately before final acceptance. 1 3.05 PAINT SCHEDULE A. Number of coats scheduled is minimum. Refer to Paragraph 3.02D, hereinbefore. B. Painting of Interior Surfaces: Important Note: Notwithstanding anything in the following schedule to the contrary, interior painting and finishing shall conform to the applicable laws and building code regarding fire hazard classifications and volatile organic content of finish materials. 1. Mechanical and Electrical Work (Paint all exposed items throughout the project except factory finished items with factory-applied baked enamel finishes which occur in mechanical rooms or areas, and excepting chrome or nickel plating, stainless steel, and aluminum LUCENT HIGH HOUSE 3/15/99 PAINTING LUCENT TECHNOLOGIES 09900 -4 other than mill finished. Paint all exposed ductwork and inner portion of all ductwork: Same as specified for other interior metals, hereinabove. 2. Interior Hollow Metal Doors and Frames: Primer Moore's Iron Clad Retardo Rust Inhibitive Paint (163) Second and Third Coats Moore's Alkyd Enamel Dulamel (207),color to match Moore No. 946. 3. Interior Ferrous Metal, Non-Ferrous Metal, and Galvanized Steel Surface Preparation: SSPC SP1 Solvent Wipe and SSPC SP3 Power Tool One Coat 1. Epoxy Primer in shop, under other Section. After Installation: Touch-Up Coat 1. Tnemec "No. 66 Hi-Build Epoxoline" Epoxy (dry film 3.0 mils) One Coat 1. Tnemec "No. 73 Endura-Shield III"Acrylic (dry film 3.0 mils) Polyurethane 4. Exterior Galvanized Steel for Acrylic Polyurethane Finish (handrail and railing assemblies, exposed steel lintels, exterior steel doors and frames, steel bollards): One Coat 1. Epoxy Primer in shop, under other Section. After Installation: Galvanizing Repair 1. Tnemec"No. 93 Tneme-Zinc Primer at Field Welds Touch-up at Field Welds 1. Tnemec Series 27 Typoxy (dry film 3.0 to 4.0 mils) Two Coats 1. Tnemec "No. 73 Endura-Shield Ill" (dry film 1.5 to 2.0 mils per coat) 5. Interior Steel, Ducts and Miscellaneous Items at Exposed Ceilings: Field Primer 1. Tnemec Series 90-97 Primer (dry-film 2.5 mils) One Coat 1. Tnemec Series 161 Fascure (dry-film 3.0 mils) END OF SECTION LUCENT HIGH HOUSE 3/15199 PAINTING LUCENT TECHNOLOGIES 09900 - 5 i samples having minimum area of 144 square inches. E. Test Reports: Submit certified reports for performance. 1.06 DELIVERY,STORAGE AND HANDLING A. Deliver, store and handle in strict compliance with manufacturer's instructions and recommendations. Protect from damage. Sequence deliveries to avoid delays, but minimize on-site storage. PART 2 - PRODUCTS 2.01 MATERIALS AND PRODUCTS A. Panels: Provide pressure relief panels equal to Explovent manufactured by Construction Specialties, Inc. and complying with the following: 1. Panels: Semi-rigid insullated core with 0.032 in. thick aluminum alloy sheet laminated to both sides; total depth 2 in. 2. Panel Framing: 0.063 in. thick 6063 T52 alloy extruded aluminum. 3. Gaskets: Manufacturers standard. B. Fastenings: Provide stainless steel fasteners, anchors and inserts. Conceal from view to greatest extent possible. Finish exposed items to match panels. 2.02 FABRICATION A. Shop fabricate work to the greatest extent possible. Fabricate work to be truly straight, plumb, level and square. Use welded connections wherever possible. B. Provide work to sizes, shapes, and profiles indicated on approved shop drawings. Provide all supports, anchors, fasteners and accessories necessary for a complete installation. C. Fabricate work with uniform, tight joints. D. Provide all sills, extensions-and other items to ensure proper drainage to the exterior, Prevent water penetration in excess of limits specified. E. Mount release mechanism to panel frame, shop calibrate and test for design loads specified on approved shop drawings. 2.03 FINISHES A. Aluminum Finish: 70% Kynar, three-coat PPG Duranar XL Coating. Color as selected by Owner's Representative from manufacturer's full range of standard and custom colors. B. Bituminous Paint: Provide SSPC -Paint 12, cold applied asphalt mastic, to coat all metal surfaces in contact with concrete, masonry and dissimilar metals. PART 3 - EXECUTION 3.01 INSTALLATION/ERECTION A. Strictly comply with manufacturer's instructions and recommendations, except where more restrictive requirements are specified in this section. Beginning work means Installer accepts substrates and conditions. B. Install panels truly plumb, level, square and in alignment with adjacent work, unless indicated LUCENT HIGH HOUSE 3/15/99 PRESSURE RELIEF PANELS LUCENT TECHNOLOGIES 10200 - 2 otherwise. Conceal fasteners and connections to the greatest extent possible. C. Make all connections and joints watertight. Leave spaces for joint sealers at entire perimeter and other locations as indicated or required. D. Protect metal from contact with masonry, concrete and dissimilar metals by coating with bituminous paint or providing another isolation material approved by Owner's Representative. E. Coordinate installation with flashing work and joint sealing work specified in other specification sections. 3.02 TOLERANCES A. The following allowable installed tolerances are allowable variations from locations and dimensions indicated by the Contract Documents and shall not be added to allowable tolerances indicated for other work. 1. Allowable Variation from True Plumb, Level and Line: }1/8" In W-0" 2. Allowable Variation from True Plane of Adjacent Surfaces: ±1/16" - 3.03 CLEANING,TOUCH-UP AND PROTECTION A. Touch-up damaged coatings and finishes to eliminate evidence of repair. S. Repair minor damage to eliminate all evidence of repair. Clean exposed surfaces using materials and methods recommended by manufacturer of material or prdduct being cleaned. Remove and replace work that cannot be successfully cleaned or repaired. C. Provide temporary protection to ensure work being without damage or deterioration at time of final acceptance. Remove protections and reclean as necessary immediately before final acceptance. END OF SECTION LUCENT HIGH HOUSE 3/15/99 PRESSURE RELIEF PANELS LUCENT TECHNOLOGIES 10200 - 3 .. M.M. , ., m . .. IIOCCUPANCY ' Town f North Andover Building hermit Number d,3 _ Date TZ;wz 9 9 THIS CERTIFIES THAT THE BUILDING LOCATED 4N MAY BE OCCUPIED AS IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER RE,GULATIONS AS MAY APPLY. O H°a„ CERTIFICATE ISSUED TO ' c . ADDRESS . L-1 o12 6:m b mm;g . !N/9, 0/91S' Building Inspector aA, i i PROJECT MANUAL FOR Lucent Technologies M so 2 w Lucent High mouse 1600 Osgood Street North Andover, Massachusetts March 15, 1999 V ARCHITECT Dean Architectural Alliance, Inc. 179 South Street Boston, Massachusetts 02111 MEP ENGINEERS R. G. Vanderweil Engineers, Inc. 274 Summer Street Boston, Massachusetts 02210 STRUCTURAL ENGINEERS RECEIVED Collaborative Engineering Services, Inc. Unit D H5 92 Main Street Medford, Massachusetts 02155 -- SITE ENGINEERS Waterman Design Associates, Inc. 69 Milk Street, Suite 101 Westborough, Massachusetts 01581 SPECIFICATIONS LUCENT HIGH HOUSE Table of Contents DIVISION 1 - GENERAL REQUIREMENTS 01000 General Requirements DIVISION 2 - SITE WORK 02050 Demolition 02100 Site Preparation 02200 Site Earthwork 02600 Site Utilities DIVISION 3 - CONCRETE Cast-In-Place Concrete -see Structural Drawings DIVISION 4- MASONRY 04200 Unit Masonry DIVISION 5- METALS Structural Steel -see Structural Drawings 05500 Miscellaneous Metals Metal Deck-see Structural Drawings DIVISION 6 -WOOD AND PLASTICS Not Used DIVISION 7-THERMAL AND MOISTURE PROTECTION 07160 Bituminous Dampproofing 07200 Insulation 07410 Metal Panel Systems 07600 Flashing and Sheet Metal 07900 Joint Sealers DIVISION 8 - DOORS AND WINDOWS 08100 Steel Doors and Frames 08330 Overhead Coiling Doors 08510 Steel Windows 08710 Finish Hardware DIVISION 9 - FINISHES 09900 Painting DIVISION 10 - SPECIALTIES 10200 Pressure Relief Panels i LUCENT HIGH HOUSE 3/15/99 TABLE OF CONTENTS LUCENT TECHNOLOGIES TOC - 1 ' ILBG. o[#CT fs'€lta€ So�, 9TSC1i TTI0r s, I uTTJ€PVFT ra.I 4a rcuss sxrs� - - 9 44TLn®u#T P.I.T 1I Gt44pZ S G.T'f:4u#F►4.I 47 k1lTidi IEX.STRi4i3 A FVCLITt,Ed.4 43 SALT VT@LKZ } 19MM Fd. S 44 MILtta SIDS. 4 FI¢LTSI W.4 4$ CfILL"SLM. 7 SVTI.TLS V6. 7 44 �1939 4 F4e34a g }r a s Tuans.a.4 47 .e CLEC,...sDi srsrees ' 1Q CATtt]]I!T Vtl, 147 41 Va lrl FTURitC a�,a'd.:'fi,'�i°' — •-'" �,� ID Ekrr#a 30 MIFF rLLLTHM ! },}ya E ' ty`a Il kL 9AICS S Lul 31 VA rr TtZdT m 1 C R[WAIVE IT TTAC.lk CID MIX 3I VTSL M.I r sates rA;-7 rtf1:t1 j r0 FT (4 Li±•fMi FOR • '� ., �"Y uiu=!i!W!+ 1§ +i'bt 7fr9L XI 345+It1r1."rvLssC :} V. I.11t.5m J r I E S T R A W C E } 33 Chfumb CA#FTOkA= 34 V=. sm SWIM 34 rLwr O ST%lxll d 65 i1CLF AMC ! } _may ?f I3 3T�"Jt4ai 6Tq&,= 47 FITpooY TUrr Ii V.T.T.1T6ii£t To i@SEa tsc A WC. 57 OV4LTi Tl r�4LiK NCTTFIdL t}"MMM17f SOUTH WTT,T € ` i,NHIY LOT ° ,fw - - 46 1 � a 14 yv yw l linlil�n r IiE °t ♦•.`���� {�. _.-a.;�^�..� F I� - i!' Kit.0 ti Ff[7 YOO WO LEM pit IC-7 �W �. ^'^* `\� � v` ���; � --`--•.,.+., rr�:€ � � .p I ��� fie' ` �_ ,3 • ! I. C=771�r� 46.. � L::lll1YE i I I F`FSF.} KI.TF Kaak T DJI[f�lfl}U IillfllUlllli(E1I111Ii[lU�I91 ; ' \ ec � � iR 1 e 'r q sbf*7'11 P t711�t' `- �-> left- f i i't fil....ak "'0 9 s ll _ �� '`.\� � 4�..L""1'`ir"9IfI�i°11.�+'�*T?"?n.•.i,�lti ';pF1' � _�,� ��-�le f'l - �. I. c� >C 4 Mum.UjirlT lrrn �L'�;n 1 pilltiUlL1I111I1E1UJEII€111IUIU)UI11fl \ \ � \\4 Eni P.L.,jrrn;illm�+ T 9IIIflflUInit!`fin�1P€�Inln�[ti?3U1flfl1 \�'*,ti'�. ��`\\\\� •\. \� �`i `� ��G�n €€1'nCili�i'n�Ii�lltnftll:� '�t�` �—'�'—= '� i'� � u,�. L,aier-N KE.4• DA LOT h ~ *' iD�r»• �c� - - _ ssanTK ATHLETIC j4i R LOT LOT LCI Ft ;.D 6.SwF LOT a, � ♦ _ - 3 I LAIC2PWAME f�. i'H•s• ,E 3 - -- SL3I A)ITLWS4 STREET z [ �ri PLOT PU W i t "' 7t.43rt t4azai T es wassi AT TCCww.ACGFCS R{.r-0PrsC7.XY 3 TYtiLiA74 a-- APPLICATION FOR PERMIT TO BUILD NORTH ANDOVER, MASS. � WAGE 1 MAP&0. 03 I.OT NO. Z: j) " 12 RECORD OF OWNERSHIP .1D"ATTEE —_ BOOK iPAGE 4 ZONE. ._ _ .:.- - ---. S3JB DiV. LOT NO. --- LOCATION /GD/1 /}tj�Q7f ST t+ PURPOSE OF BUILDING G •C�•1�/��G- I ��M��T,,I�f�,� OWNER'S I�tAME / , ,+14�1 "TGyJ� QL�<//GC��IEV �/VC. NO. dFSTORtES SIZEf✓'lQprJ IE+ . OWNER'S ADDRESS DC'G�OD �"" a /'fr.1 ASEMENT OWSLAS ARCHITECT'S NAME ✓N��TTV/ E +<• L E�f/LJ�V�C SIZE OF FLOOR TIMBERS iST ^+ 2ND 3RD BUILDER'S NAME B11/��/NG �� ■./ff C. -_- SPAN rn . DISTANCE TO NEAREST BUILDING !�' DIMENSIONS OF SILLS - �cMO✓AT/�N 0>='E.Yi3nY6 DISTANCE FROM STREET f.�`AO �� POSTS VVV r DISTANCE FROM LOT LINES-SIDES 'e"I f REAR �„� GIRDERS - AREA OF LOT�.. //� A��a� FRONTAGE, /�r HEIGHT OF FOUNDATION �,,,, THICKNESS 1 IS BUILDING NEW ■ I'I Q s CJ `* SIZE OF FOOTING X IS BUILDING ADDITION •-m MATER:AL OF CHIMNEY Is BUILDING ALTERATION IS BUILDING ON SOLID OR FILLED LAND a7 lOe-`IV ry WILL BUILDING CONFORM TO REQUIREMENTS OF CODE s IS BUILDING CONNECTED TO TOWN WATER r X4 C BOARD OF APPEALS ACTION, IF ANY I$ BUILDING CONNECTED TO TOWN SEWER AID IS BUILDING CONNECTED TO NATURAL GAS LINE S INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST ...� SEE BOTH SIDES CO N'Ti�O�„ EST. BLDG. CO d COVSTRUCTION to PAGE 1 FILL OUT SECTIONS I - 3 EST' BLDG. COST PER SQ. FT- PAGE 2 F[LL OUT SECTIONS 1 - 12 EST. BLDG. COOT PER ROOM SEPTIC PERMIT NO. ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGES MUST CONFORM TO STATE FIRE REGULATIONS ��Jii LI/B. l!fn1I,I, PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR Lv .7ifiUH31V DATE FILED S • e BOARD OF HEALTH SIGNAT OF OWN UT040RIZED GENT 00, F E >= �+ n OWNER TEL.0 PL.ANNINQ BOARD PERMIT GRANTED CONTR.TEL# G/ CONTR.M.# DG /S137 cK ` 47 Qq t,{- — BOARD OF snxiC ilm BUILDING INSPECTOR S. .: BUILD-ING RECORD. .. OCCUPANCY 12 FAMILY scoplEs FAMILY THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM OFFIZ:Es LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH. PORCHES. GA- . ENTS U RAGES...ETC. SUPERIMPOSED.THIS REPLACES PLOT PLAN. CONSrRucTl614 SEE' 1-64oVS PLIR/v _ FOUNDATION $• INTERIOR FINISH - - r2eF D w*5• ETE BL'K- PINE' OR STONE- NARDW D _PLASTER l 1 FPV fo4 los sowwEr ZA85 4AYoar DRY WALL BASFMEN7 ( �{ DQ �/ `rr UtL 1 F1N. 8'M'r' AREA - �vV /D /'a Sr /�,/`��S`r I� �j Y: '. FIN. ATTIC AREA T FIRE PLACES f� GRYOuT ZOOM MODERN KITCHEN WALLS 9 FLOORS .. .- - ---- -------- --- ARDS B 1 2��„...fff 3 _- ID[NG CONCRETE ��� SHINGLES EARTH _ �L SIDING HARDIIJ D S SIDING COMMON _ IOING ASPH.TILE "ON MASONRY ON FRAME 5N N Y ATTIC STRS. 3 FLOOR ' �N FRAME OR CINDER BtK. ON MASONRY WIRING ON FRAME SUPERIOR POOR it ADEQUATE NONE 11 ROOF 10 PLUMRING HIP _BATH (3F1X,1 MANSARD TOILET RM- 12 FIX.) SHED WATER CLOSET _ f SHINGLES LAVATORY SHINGES KITCHEN SINK NO PLUMBING - 3RAVEL STALL SHOWER JOFWG MODERN FIXTURES TILE FLOOR TILE DADO FRAMING j�"J� � 11 HEATING 101S�S-.Y FORCED HOT AIR FORCED H07 AIR FURN, BMS. S COLS. STEAM AS. 6 COLS, HOT W'T'R OR VAPOR ZAFTERS AIR CONDITIONING lit RADIANT H-T-G UNIT HEATERS NO. OF ROOMS GAS OIL 2nd ELECTRIC 3rd NO HEATING NO. ��.�.,._ APPLICATION FOR PERMIT TO BUILD NORTH ANDOVER, MASS. PAGL? x MAP iqO. 1 LOT NO. � 1,� 2 RECORD OF OWNERSHIP (DATE 1BOOK "PAGE ZONE � SI..1B DIV. LOT NO. I LOCATION ✓600 /°� � "' PURPOSE OF BUILDING OWNER'S IyAM +`.s ,�J� _. NO. OF STORIES Size 21- ar OWNER'S ADDR'E:SS p, f i / /,) � '. /ASEMENT OR SLAB ARCHITECT'S NAM£ / c� 1�' r- '. .. ..�^ S,Iz£ of FLOOR TIMBER'S ISY"� >'•ND 3RD BUILDER'S NAME •i+ yA �r �1 . SPAN DISTANCE TO NEAREST BUILDING ma /L7 w� DIMENSIONS OF SILLS �. _._ DISTANCE FROM STREET bo POSTS DISTANCE FROM LOT LANES — SIDES A.A, REAR N GIRDERS , AREA OF LOT / '"' FRONTAGE ��� HEIGHT OF FOUNDATION THICKNESS IS BUILDING, NEW f SIZE OF FOOTING x IS BUILDING ADDITION MATERIAL OF CHIMNEY �"... I.S BUILDING ALTERATION IS BUILDING ON SOLID OR.FILLED LAND.... oe-w 41. ., WILL BUILDING CONFORM TO REQUIREMENTS OF CODE IS BUILDING CONNECTED TO TOWN WATER Zf5l ' BOARD OF APPEALS ACTION, IF ANY IS BUILDING CONNECTED TO TOWN SEWER RD IS BUILDING CONNECTED TO NATURAL GAS LINE y E5 .., 3 PROPERTY INFORMATION INSTRUCTIONS LAND COST di SEE BOTH SIDES EST. BLDG... COiff � ..� — '1�— EST. BLDG. COST PER SQ. FT. PAGE I FILL OUT SECTION'S 1 - 3.. EST. BLDG. COST PER ROOM.. PAGE 2 FILL OUT SECTIONS 1 - 12 SEPTIC PERMIT NO. ELECTRIC.. M.ETEPS MUST BE ON OUTSIDE OF BUILDING .4 APPROVED BY J ATTACHED GARAGES MUST CONFORM.TO STATE FIRE REGULATIONS - i PLANS MUST BE.FILED.AND APPROVED BY BUILDING INSPECTOR � f DATE FILED f �( BOARD OF HEALTH a 61GNAT OF OWNE A.UT ORIXED GENT FEE s OWNER TEL.0 MANNING BOARD PERMIT GRANTED CONTR,.TEL.# CONTR.LIC. # 06 j4YM_ o9'o.L — (BOARD OF SELECTMEN BUILDING INSPECTOR 1 BUILDING RECORD OCCUPANCY 12 FAMILY Is.oRIES THIS SECTION MUST SHOW EXACT DIMENSIONS OF LOT AND DISTANCE FROM FAMtiY OFFICES LOT LINES AND EXACT DIMENSIONS OF BUILDINGS. WITH PORCHES, GA. MENTS RAGES. ETC. SUPERIMPOSED. THIS REPLACES PLOT PLAN. CONSTRUCTION 5e4 4 .5 PGQM FOUNDATION 8 INTERIOR FINISH � -F r)A) £TE a , 2 13 OR STONE HARDW6 _ _ SoNn/�'T LABS �Ayd v� PLASTER _ �pv DRY WALL UNFIN. Fe v �/OO�G,®O�S - Re 4 6-/gf ve C 1z-1A1/- Ba / /g� � BASEMENT I Fp �� f®� S�R�N�C/�6w t� s YS-mey'! =ULL FIN. 8'M'T' AREA _ - FIN. ATTIC AREA A'5' /+ �09y6ar '.iT TIRE PLACES - I J©9% (� V G.. I�p01h MODERN KITCHEN WALLS 9 FLOORS r)ARDS B 1 2 3 €31DING CONCRETE , SHINGLES EARTH T SIDING HARD%'.'D `OS SIDING COMIhC'N [SIDING ASPH.TILE ON MASONRY _ f ON FRAME )N MASONRY ATTIC STRS, L FLOOR ,IN FRAME OR CINDER BLK_ j N MASONRY WiltiNG s p ON FRAME _ t SUPERIOR Ir POOR _ ADEQUATE I NONE j ROOF l0 PLUMBING HIP BATH I3 FIX.1 _ ?L MANSARD TOILET RM. 12 F1X.1 = SHED WATER CLOSET jT SHINGLES LAVATORY SHINGES KITCHEN SINK NO PLUMBING ;:RAVEL STALL SHOWER OOFING MODERN FIXTURES TILE FLOOR TILE DADO W FRAMING jfJ: ( 11 HEATING PESS FURNACE . FORCED HOT AIR FVRN. RMS. L COLS. STEAM h55_ S COLS. HOT W'T'R OR VAPpR '.RAFTERS _ AIR CONDETIONING RADIANT H'T'G UNIT HEATERS NO. OF ROOMS GAS OI! 2nd ELECTRIC 3rd NO HEATING 4 i .......................... ' i�c, xscilmor I^. xac�7ma+ [ GTKYwiC W.} 10 rwu mmx cAn.M1S.0.3 11 "Lla 3 Grtmwsx M. 3 it Uffm.e.r,L701F6 { SIGLM No.4 43 LFLr Vow= 3 11RLTi1L■0. 3 44 Cn LILT ILDG / /14LT1}D0.1 l3 CY u7 SIDO, 7 112LTS1 W.7 +F "S ti!a ILLTFd 1 CFTil0Y1i I0,i it >7.SG,fYi STATIM rrfr ! GTL]1WSi 00.S .i C11LIQ`•• 17O0aR, 10 4S[p0H N.10 }f YFTrT 17DIFa YF]TS TULTwwt 21 fL DA7C1 1 LFli 1l YA$n IXUTMWT i 11 lL TUMF C l 31 YLLL ft. I T >tilCFtOWAVE '� 20FAl, le µ,0 13 I V. L.W-M +e' 0.4.sL w . ymr�rrt,-- r1Lf.IrtTflf TEST RANGE s3 cpwi un Lu Froua u L=.Sm SWIM 35 rI C00iTWCT W LO nx= x0mr. 31 rrTo 12Foi9KU�{ 11 T.7. 3l { F12 i70f ►tk7=TaAaCIM r VWM aE L LLA 1 1D. } �i[WTM WIST = i 1 - . ANNl7 LOT 60 r ® - 51 /S \ M771 \\ \ \00 `T FN`�'SIOW it WILL n P 14feriuKw.VYLkL1Y wuxl ll � 11 ", f' ,�.r . WaYUU�W.lc 7il I _ - _ _ \\i Nita•M iR.. oG,.T,w[II. + arWllllllWWl➢IIIiiIIllllLilI1WWIIWi \\ .\ \ \\ T y eimr,??r?!Immmlrlsi ,rt^t,^rrmnm�F�, a �}1���} ��}1���� \ ♦ r. !n"I .1,1:",: c� i�= =.1,. r \ to Villl711llJllltUL� �.,^.1•I�.�.r.� i,mm. \\„\\\\�\\\ uo.Tµ T 111 a. Z 1 �1 � µ �\ 1 SDurK co I WORT. 1 !�� ATHLETIC •�,'/ � �F y1NT0113 V11iOr for � LDf [ SW*W L07 }}III nx�uTtw+a STREET Z � ...._....^�1 PLOT PLAN Y I I.ww. �•- r,.wr L4puT I ATiS TFOwOl6alq NC RIpr/11(7FlIT Locus R/- 4/V ,�.06, U011 OFFICE O BUILDING 1NSPE(;UR TOWN Ole' NORTH ANDOVER {78 6$2�-648 x3Ct CONSTRUCTION CONTROL ( ) PROJECT NUMBER.' PROJECT TITLE, o,Ar L A 09 OQ ' PROJECT LOCATION: 1,,j2e. & C• , �" NAME OF' BUILDING; )I -/+ ✓ 0 NATURE OF PROJECT: / +" 0 ! � &> "y` .S 4 IN ACCORDANCE WITH SECTION 127."0 OF THE MASSAGHUSETTS STATE BUILDING CODE, ' g� G.•�� ,� �,,�� ReSistratiton No. 17 3 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECT HEREBY CERTIFY THAT I., HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIQN. PLANS,. COMPUTATIONS AND' SPECIFICA- TIONS CONCERNING: ENTIRE PROJECT C= ARCHITECTURAL STRUCTURAL MECHANICAL � FIRE PROTECTION (" } ELECTRICAL OTHER ;+(specify) -- - FOR THE ABOVE NAMED PROJECT' AND THAT, TO-THE BEST OF MY KNOWLEDGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE'AP'PLICABLE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE, ALL ACCEPTABLE 'ENGINEERING PRACTICES.' AND APPLICABLE LAWS AND ORDINANCES FOR ThE PROPOSED USE AND OCCUPANCY.' I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE TH:6.T THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR 'THE BUILDING PERMIT AND SHALT, BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN ,SECTION 127.2.2; 1. Review of shop drawings, sanples and other submittals of the contractor as required by the construction contract documnts as subrritted for building persef.t, and approval for confommnce to the design concept. 2. Review and approval of the quality control procedures for all co&-required controlled materials. 3. Special architectural or engineering prof essional.inspection of critical construction caTponents requiring controlled materials or construction specified in the accepted engineering practice shards listed in Appendix B. PURSUANT TO SECTION 127.2.3, I SHALL SUBMIT . WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVE i BUILDING INSPECTOR. UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE ,SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. S116NATURE. 19 e SUBSCRIBED' AND SWORN TO �BEFOU ME THIS �i/ DAY Of - �, r NOTARY PUBLIC MY COMMISSION EXPIRES tfl � 8 �.d4i6 Notary Public MYC OMM16110ri Expires A,prll'ld, P . 02 May-09-97 09 : 26A IFV/15 Req # : PR9703130037 FACILITY REQUISITION 05/07/97 - 13 :38 Report: PRO02 Page: I FEJR 0: 970143 Const Org: JCO272300 MACCS Charge 0: W970143000 Change If: 0 Req Status: CONSTRUCTN Req Type: PLANT-REQ Wanted: Title: Physical construction of Next Generation' SONET labs Entered By: DELONG, BEVERLY JCO272410 - x 4974 - pg None Date: 03113/97 Requester: BLONDIN, TIMOTHY JC52D2200 - x 4344 - pg None Auth: JC52D2200 Engineer: PATEL, AJIT - JCO2EOIOD - x 2692 - pg 0426 Chgd: JC52D2200 Pr oj Code: MISC Bldg/Flr: 30 /02 Column- AA-10 Est. Cost $: 350, 960.00 Room: -------------------------------------------------------------------------------- DRAWING NUMBERS SHEET NUMBERS) COMMENT ---------------- -------------------- ---------------------------------------- 195 - 47160 FOR TYPICAL BOTTOM CHORD BRACING 19'5 - 47165 STRUCTURAL STEEL-ROOF DESIGN 195 - 47167 STRUCTURAL :STEEL-ROOF DESIGN 195 - 47169 STRUCTURAL STEEL-BOTTOM CHORD FRAMING FPV - 106253 1 ' LAYOUT FPV - 106259 1 LAYOUT FPV - 109105 8, 8a,3 RVAC LAYOUT AND SECTION SK - 704-7350 sheets 1 thru 5 GRID SYSTEM INSTALLATION --------------------------------------------------------------------------------- SSOCIATED ORDERS TYPE STATUS DATE COMMENT --------------------- ---------- ---------- -------`� ------------------------------ MVE6704397 EPPS-PO FURNITURE MVE:6704396 EPPS_P0 IAC WORKSTATIONS -------------------------------------------------------------------------------- JUNK FACILITIES OWNER DESCRIPTION STATUS TICKET # ------------------------ --------- --------------------- ---------- -------- -------------------------------------------------------------------------------- T# MTH PF EL CP SM PT WL LS TE TOT LABOR $ MATER $ ACCOUNT -- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- -------- -- ----- -------- 01 646 646 30362 20000 50110312 n2 80 550 64 400 1094 51418 10500 50110312 3 150 850 1000 47000 15000 50110312 04 600 200 800 37600 12500 50110312 05 120 120 5640 9000 50110312 06 400 400 18800 6500 50110312 07 150 150 7050 20000 50110312 08 16 16 752 5500 50110312 09 64 64 3008 4000 50110312 10 350 350 16450 1500 50110312 1 300 300 14100 0 50110312 .2 240 240 11280 3000 50110312 ---- ----- ---- ---- ---- ---- ---- ---- ---- ---- -------- -------- -------- 1792 240 150 1270 978 750 0 0 0 5180 243460 10 r= F. 910 VAV ACJ 07 (THU) 02:56 COMMUNICATION No : 15 PAGE- 2 P . 03 May-09-97 09 : 26A Req 0: PR9703130037 FACILITY REQUISITION 05/07/97 -- 13:38 Report: PRO02 _ _W__��_�______ __ Page: 2 -------------------------------------------------- %Pproved• C� Approved: � alu A.ZI - LAVACHE, PETER C En�g9 nearing Environmental Date: _/ / Date: 'E E' E l mush n� �7 COMMUNICATION No : 15 PAGE. 3 P . 04 May--09-97 09 : 26A Reg V : PR9703-330037 FACILITY REQUISITION 05/01/97 - 13:38 Report: PRO02 Page: 3 __. -Task 4: 01 Requester: BUTTON, CLAYTON - JCO272300 - x 3942 - pg None ---------------------------------------------------------------------------------- Work: MECHANICAL-GRID INSTALLATION This work consists of providing and installing a grid support system per SK 704-7350. This system will support a new 4-ft. by 2-ft. panel ceiling and a new cable tray system <below the ceiling>,provided by others. The grid height shall be set at 101-3 and 10'-9 as shown on SK 704-7350. The "Br items referenced are parts by 13-line Systems. Existing plates, for bottom chord bracing,may be drilled for hanger rod attachment. The material ordered for this project shall include additional material (beyond that shown on SK 704-7350) ,as listed below, £or support of the new -able tray system. 1.B22A (channel)-420.feet. 2.B107-22A (supports)-100 pieces <include 3-mounting bolts with each piece> The estimated cost of this material IS included in the Task #1 material cost. Doing Org: JCO272300 Task Hours: 646.00 Account: 50110312 -----------:---------- -------_ Task 0: 02 Requester: PATEL, AJIT - JCO2EO100 - x 2692 - pg 0426 E Work: ROOM WALLS In block 2 area, bldg.30-2, provide necessary labor and material to construct drywall partition as shown on drawings. Use metal studs3-1/2X1--3/8 inches with drywall of 1/2 inch. Provide and install 4 feet high (20 ga. ) galvanized sheet metal protection along the outside main aisles of the new drywall partion. Provide labor and material to paint all walls. Doing Org: JCO272300 Task Hours: 1094.00 Account: 50110312 -- Task`#:-03^-___ Requester: PAT);L, AJIT - JCO2E0100 - x 2692 - pg 0426 Work: HVAC-- AC15 Provide and install supply air duct from AC-15 with VAV boxes for each room as shown on drawing. Install supply air diffusers, volume control dampers and main branch control dampers as shown. Insulate entire duct work. Doing Org: JCO272300 Task Hours: 1000.00 Account: 50110312 r.rev nQ 1 07 !7RU) 09:57 COMMUNICATION No 15 PAGE. 4 P _ 05 May-09-97 09 : 26A Req #; PR9703130037 FACILITY REQUISITION 05/07/97 - 13:38 Report: PRO02 Page: 4 -Task #:-04-^- --Requester: PATEL, AJIT - JCO2EOIOO - x 2692 - pg 0426 --------------------------------------------------------------------------------- Work: CEILING rovide and install 4 feet X 2 feet ceiling tales- Armstrong type as shown on drawing. Doing Org: JCO272300 'Task Hours: 800.00 Account: 50110312 -- - ---- ^PATEL,- Task 0 0S Requester: AJIT JCO2EO100 - x 2692 - pg 0426 -------------------------------------------------------------------------------- Work: DOORS Provide and isntall doors 3 feet x 8 feet nominal size for all rooms as shown, follow FSV -286 factory standard: Doing Org: JCO272300 Task Hours: 120.00 Account: 50110312 { --...--------------------------------- r-_---..--------rr... ------_---.-_----------..-- E Task #: 06 Requester: PATEL, AJIT - JCO2EO100 - x 2692 -- pg 0426 --------------------------- ---------------------------------------------------- Work: ESD CARPET rovide and install ESD carpet tiles in enitre shop area. Follow _..,ianufacturers reccomendations for instllatian, grounding and other issues. Provide ESD LOGO tiles at enterence to each room. Purchase tiles and services from Paul Boshar Co. of Methuen, MA. Doing Org: JCO272300 Task Hours: 400.00 Account: 50110312 ----Task #:-07- -- TRequester:-PATEL, -AJIT - JCO2E0100 - x 2692 - pg 0426 Work: HVAC - CONTROLS eocure Andvoer Controls service for AC-15 controls of unit, vav boxes. -Detail control sequence will be provided.. Doing Org: JCO272300 Task Hours: 150.00 Account: 50110312 ry rnMMUN[CAT EON N o : 15 PAGE. 5 P . 06 May--09-97 09: 27A Req #: PR9703130037 FACILITY REQUISITION 05/07/97 - 13:38 Report: PR002 Page; 5 y - '-- - Task #: 08 Requester: PATEL, MIT - JCO2E0100 -- x 2692 - pg 0426 Work: VFD DRIVE ,,urchase and install one VFD drive for AC-15 supply fan and mount close to the unit. VFD should be purchased from Fairgrive Corp. of Dowell per specifications used for the preivious jobs. Doing Org: JCO272300 Task Hours: 166.00 Account: 50110312 __----_----------_-•----_ -------- _--------- --- -__ - Task #: 09 Requester: -- PATEL, AJIT JCO2E0100 x 2692 pg 0426 ------------------------------------------------------------------------------- Work: HVAC- AIR BALANCING procure air balancing services for complete air balance of the HVAC system including air handler, vav boxes and manual/volume control dampers. Provide detail report of the system balance ( 5 copies) . i Doing Org: JCO272300 Task Hours: 54.00 Account: 50110312 -------------------------------------- ---- ---------------------------_--------- Task #: 10 Requester: PATEL,WAJIT---UCO2E0100 x 2692 pg 0426 f ------------_------------------------------.-- E Work: AREA PREP AND CLEAN UP Provide labor to clean, touch up the room construction completion. Paint entire area to match surroundings. Doing Org: JCO272300 Task Hours: 350.00 Account: 50110312 - rWTask-#--�1-R^---Requester: PATEL,-AJIT - JCO2E0100 = x 2692 - pg 0426 Work: FURNITURE INSTALLATION Install purchased furniture for all rooms per drawing. Contact Tim Blondin 4344 for detail questions on this move, Doing Org: JCO272300 Task Hours: 300.00 Account: 50110312 n rrr�rn n9•SA COMMUNICATION No ; 1 5 PAGE- 6 P . 07 May-09-97 09 : 27A -" -- Req #: PR9703130037 FACILITY REQUISITION 05/07/97 - 13:38 Report: PRO02 Page: 6 ^ ^ --wV- Task #: 12 Requester: BROBST, ROBERT - 00O2EO600 - x 2566 - pg 0678 work: MECHANICAL - SPRINKLERS Install sprinklers per FPV 109105 SHT.3, handbook 328, section B, and NAPA 13 (1996) . Allow existing sprinklers to remain in service until new sprinlers are functional. 2, When new sprinklers are in service, remove existing sprinklers and pipe except B inch, 6 inch, 5 inch mains, and sprinklers in equipment room at Y-6. Doing Org: JCO272300 Task Hours: 240.00 Account.: 50110312 E E irav na 97 (TFIU) 02:5$ COMMUNICATION No: 15 PACE. 7 y�l4�o F �NELcJ; ♦ - .- �J cn vi of L W W W F--E LA-Atn v }� �o Cryp �l �bs� l N n N T-o 13 I;LA' 14q- E - 1(Oro NQ,CK— o"NTS� 1 M TYp 4-14--e 7 22. 50 SHEETS 22-ltit loo SHEETS 22-144 200 SHEETS ' r'y Am 5 i 1-ffu7- (t3,t, 7 (TU ALL14ra wlrA YR V 55AN4+s I S i G T, D-•D t1 = f 3 0 1� �t D D --- II��.:.^__.._...__.._.._��.�.._{�.bra:"l_.,��o�wr�':�'4_F3a�r'�-• �� u� ee it 141V •( o 22 50 SHEETS 22-. _ ]00 SHEETS F 22-144 200 SHEETS � �•ra.5 A ; 3�a �GX+57 �v�2.k.,rvs) ` Gx,S i PurcL ,nt5 j a (-r.0 ti q itJ e-,L 90[> iv S Ci2 2u P 5 !M < TjE:1��ivr,� % � -�2on7 pt��ZL.r,vs rrrLo� r�vs5 S�Lrta� A-A �Sl.pwN A�v nJo�-e�� Ty�O, A"r' 7'Cv%t 5 SEGTI�� �- 8 �5�.�-,�,•, a NyT!D> Ty �sTvi Tr?lUss6s 132Z A `r ttr LGlLlNCt �f)NE{ J- 71�'P4 • �-- -- p;ra , �'�o Spa 5 6T C t.Ip 5 I ` • ( �.p2kU45� �' � '. i I � L�IS�. G'/�rzHEfF1] i I x i S 1 �jL GC�k W R C i�r i i A r f-a4--j W w W o 00 CK�57r ! l i u *� O r o C4 too Go I � :, I • 4f c4- _ Q0 Ll --0 ` f s I 6 (CLAN3 I 07J50 j Sr�o j5AutAOC- 1 19 4i 1 Not PL x tot r IL onot ! 1 J � 1 yYf CI �„^�� ✓�', r •% � �Jr�441J�Ji, 7 G ��y i i v (2�2 ' i taw c l _ i!.�� i.Y;1,ry� X 4rts.'.7 CY�—� •y.nr��j ln,�1,= yrvil vv2J ��� '1�S' -- �'•.:.� ' 7/� � i � �1 � � �.� �1 ' r?;�� '1 �+,'z;?��Lv rrl i 7_d 7�'G ✓ rOO �� 5 L 1 L� we 1 4 �,N 7xM rl; =S i c r yL 'is) QUOV10+10 ova 72 V.J i AJV �S ? ��r� S� �� i p h ` G, Cl i A 0 r 1 �[`i)V ` -t2M1�1 j �2��� 1=� b� PI3/l! b' -L ?i�rfq�n5 4 1-vp y (1rvV yNlcll)nyy /p TJM S -L C ��y�'.S�:S•__�' .-j. _ �-��--�_��4- -- n� o'rl,�f�n,�� r yJ fy, u ` a.3�t 4 (31 l [( I:SOE=: �L7 '70 TOWx-I Of 124)Midi i tiircut NORTH ANDOVER Niirtlt �i)cicf.'c'r. l3ll[E.I)iNCi '' '':-'.y.`e �I�i�ti�i< 1iii.tii'IEsc)Eri•I.. 9'' Ca, ul DIVISION OF (Iti 7)(iH;47 7 C )iVSEIZVA'I'ION PLANNING PLANNING & COAIAIUNITY DEVELOPAIEN"1- KAREN H.P. NELSON, DIREC"I'(.)Et CERTIFICATE OF ENGINEERING i t BUILDING INSPECTOR TOWN OF NORTH ANDOVER 120 MAIN STREET NORTH ANDOVER, M.A. 01845 PERMIT GENTLEMEN: uTro o , HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT �ZJ�/�C� DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTTS STATE BUILDING CODE. 5'0101 E T - E4,5-C 7-XoAl l C AUTHORIZED SIGNATURE: DATE: `7- z t- q REGISTRATION STAMP: 3 33 ON A. G Yr BUffON STRUCTURAL- - U iio.39330 �'"� O '3. PERMIT N0.01 a �?PLICATION FOR PERMIT TO BUILD — NORTH ANDOVER, MASS. PAGE x MAP 4,10.�- - LOT NO. 42C3I `- 2 RECORD OF OWNERSHIP !DATE BOOK JPAGE ZONE SUB DIV. LOT NO. F I .. LOCATION 1600 Osgood. St. , North Andover PURPOSE OF BUILDING Dining-and Auditorium OWNER'S NAME Lucent Technologies i NO. OF STORIES tWo (22) SIZE OWNER'S ADDRESS BASEMENT OR SLAB 16(7t� Osgood St. . North Rncic�tr r . _ NIA __ ARCHITECT'S NAME Dean Architectural Alliance Inc. SIZE OF FLOOR TIMBERS tST 2NO 3RD BUILDER'S NAME Lucent Technologies SPAN DISTANCE TO NEAREST BUILDING: Exist-in --_--_.-_ DIMENSIONS OF SILLS ----- See Drawings DISTANCE FROM STREET 500 feet POSTS .m.. DISTANCE FROM LOT LINES—SIDES 1400 Feet REAR ] 700 Feet GIRDERS _ AREA OF LOT 168 Acres FRONTAGE4400 Feet. HEIGHT OF FOUNDATION THICKNESS IS BUILDING. NEW No 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 Yes..--- INSTRUCTIONS 3 PROPERTY INFORMATION LAND COST — SEE BOTH SIDES EST. BLDG. COST A 1 5 100,000.00 - PAGE 1 FILL OUT SECTIONS i - 3 EST. BLDG. COST PER SQ. FT. EST. BLDG. COST PER ROOM — PAGE 2 FILL OUT SECTIONS 1 - 12 SEPTIC PERMIT NO= ELECTRIC METEPS MUST BE ON OUTSIDE OF BUILDING 4 APPROVED BY ATTACHED GARAGE'S MUST CONFORM TO STATE FIRE REGULATIONS PLANS MUST BE FILED AND APPROVED BY BUILDING INSPECTOR DATE FILED ] John W. ( strowski — Facilities Mgr. BUILDINQ INSPECTOR SIGNATURE Z)F OWNER OR AYTHO IZED AGENT F ' v OWNERTEL.# 508-960-2155 PERMIT GRANTED CONTH.TEL.# 508 960-2155 E I� "14T.L1C.l 3529 � 17c.>7- - � �IORT Town of a � gAndover No.60 - * �- F� ,2� T 19 9� �C+OMM np� * � _ dover, Mass.,_ COM RUCTION 4 COCHICkEWICK E BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THIS CERTIFIES THAT kt ................... 1J„v1.,aor-DES ... ................................... Foundation has permission to MW........ ............ buildings on .... .(v ............... C o .... x' rT'`........... Rough to be occupied as.............. I... ----zc.c„ti,.... .. ... .�. 1 2-. . ............................................... Chimney provided that the person accepting this permit shall in respect conform to the terms of the application on file in Pinar 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 CONMOL ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARZS CONSTRUCTION . 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 Street No. Smoke Der. � �aoRr � 9 Town of _ Andover No.6o .CONTROL dover, Mass., �s-NaLi� � 1917- ( lSypL(;l( OQ_O OCHICLaKE ICKICHEW '�''�• T E O V E BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System ,,, c�cG'1.�1 t�: N o l.�o�r-l�cS BUILDING INSPECTOR THIS CERTIFIES THAT k..... ...�' .......................................... "' Foundation has permission to OEM........N.k.- .r............ buildings on....��CKF .....OSQV-oa�....�M. ........... Rough to be occupied as i..0±.uC�... o�r�....+ ...... .t. b .1.4 .!1 ............................................... Chimney provided that the person accepting this permit shall in Briery 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 PERMIT EXPIRES IN 6 MONTHS CONTROL ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STAPZS CM31RUCTION Rough .................... ............ ......... .. Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove h Rnal No Lathing or Dry Wall To Be Done Until Inspected and Approved by the Building Inspector. FIRE DEPARTMENT Burner Street No. Smoke Det. Dean Architectural Alliance, Inc. ARCHITECTURE INTERIOR DESIGN TECHNICAL SERVICES February 13, 1997 Mr. Robert Nicetta Building Inspector Town of North Andover 120 Main St. North Andover, MA 01845 Re: Lucent Technologies, 1600 Osgood St., N, Andover Project: Private Dining Room, Pioneer Area and Auditorium Dear Mr. Nicetta: We are writing to you at the request of our client, Lucent Technologies, regarding the periodic on-site construction progress review of the renovations to the Private Dining Room, Pioneer Area and Auditorium at this facility. In accordance with the requirements of paragraph 127.2.2 of the Massachusetts State Building Code, we hereby certify that we have been on-site on a regular periodic basis to monitor the progress of the work and to ensure that the work has been performedin accordance with the design documents. Furthermore, in regards to the requirements of paragraph 127.4 regarding full-time on-site project representation in special circumstances, please note that Mr. Paul Brown of our office, a registered professional architect, has been on-site at least 4 mornings out of each week throughout the construction process. Although daily reports have not been written, we would be pleased to provide this service for the remainder of the project, should you deem it necessary. Sincerely, i nce I DEAN N"KA AF SE, Inc. Andrew J.Dean,AIA Paul S.Brown,AIA -7 Andrew J. De , AIA cc: C. Hewett, Lucent 119 Beach Street Boston, file(LUCENT w1.3e Massachusetts 02111 Phone: 617.338.4029 FAX: 617.338.4985 EMail: adean@dprarchitects.com Dean Architectural Alliance, Inc. February 12 1'997 ARCHITECTURE INTER90RDESIGN TECHNICAL SERVICES Mr. Robert Nicetta Building Inspector Town of North Andover 120 Main St. North Andover, MA 01845 Re: Lucent Technologies, 1600 Osgood St,, N. Andover Project: Private Dining Room, Pioneer Area and Auditorium 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 Private Dining Room, Pioneer Area and Auditorium,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, and also with the Guidelines of the federal Americans with Disabilities Act. Sincerely, DEAN P�AWRD R Inc Andrew J. De IA cc: C. Hewett, Lucent file(LUICNTCAl 1.3 Re: G:kPROJECTSkLUCENT\AUDITORkCORRESPk9702128,DOC Andrew J.Dean,AIA Paul S. Brown,AIA 119 Beach Street Boston, Massachusetts 02111 Phone: 617.338.4029 FAX: 617.338A985 EMail: adean@dprarchitects.com r100 Town of g s ti over CO OL o - No. CONSTRUCTION * n lover, Mass., its-0'94 co Ccmlc EWick 'y,1� E S Arsn CONSIRUCT ION (G BOARD OF HEALTH Food/Kitchen PERMIT T D Septic System THIS CERTIFIES THAT + T H� lut .� BUILDING INSPECTOR Foundation has permission to ........ ........... bull/ings on 1 6�..... .... �. "� . ... .........r...................................... Rough to be occupied as................. ±� .... kr ±sri.f4°t g !4,*,.... .. . Chimney provided that the person accepting this permit shall in every respect conform to the terms of the application on file in 'VAe ���/9 this office, and to the provisions of the Codes and By-Laws relating,to the Inspection, Alteration and Construction ofFinal Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough PERMIT EXPIRES IN b MONTHS Final CONTROL ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS adCTiCH CGi .,L Rough 01 ...................... ...................... ............ ........ ....... .... Service .. ...... .... ..... ...... . BUILDING INSPECTOR �//9 ina I Occupancy Permit required to Occupy Building cA� BvsPECTOR Display in a Conspicuous Place on the Premises -- Do Not Remove Rough No Lathing or Dry Wall To Be Done Final s Until Inspected and Approved by the Building inspector.� FIRE DEPARTMENT Burner• �t 1 6 Street No. Smoke Det. t € F II M T LOUVERED I 0 (Y 0 I o O U W DECK 3RATION 1 E SUITABLE a N € (PERATURE o ¢ U UATI ON OF FAN) — + — — N � 168'0 TO OF FAN MOTOR FAN DER EXIT a) ACCESS PANEL TUBE MECHANICAL -NT SUPPORT a . _ _ co 1 4 FACE A TOP OF FANDECK LOUVERED t,+irrrr PLAN VIEW H. nw. FAN AIR FLOW r 32 I ;gyp%e C a��,gp,ISE', S FAN T . ��r��IQ�NAti Wr2 AIR FLOW GE ® 1T THE 1RLEY PIPING 1/16' T STOPS A HICK. THEREARE 1: BOLT HOLES STRADDLE CENTEF INCLUDING STANDARD CUT WA: lip CLASS 150 LB. A.N.S.I. 816.5 ! NEOPRENE OF SHORE DUROMEI PI PE ACAUTI4 D PIPE}WAT RVWITHINSUPPO iHE I SUPPORT FOR ALL PIPEWORK I VMEN INSTALLING CONNECTING STRUCTURE. MAXIMUM STA MAXIMUM OPE AIR 2) INSTAI I F���QTEL CONNECTING FLOW01y TO Vol DAMAGING OR MOV1P 3) REDUCED WATER FLOW OVER 1 FORMATIOV IN THE FILL IF TH ITS DESIGN MUST BE REVIEWFF ELEVATION VIEW �LU C E AIR Submitted I�"or Approval P E R FLOW I M P O R T A N T rzAIP�- This Oruw€ng Must Be Returned M f R` 100'-0 IN TO IN OF BASIN 12 SPACES AT 6'-0 = 72'-0 CENTER TO CENTER OF COLUMNS 4'-5 4 BAYS AT C-0 = 24'-0 4 BAYS AT 6'-0 = 24'-0 4 BAYS AT W-0 = 24'-0 23'-7 COL I COL% B ' FAC€ 'C'• SEE ANCHORAGE DETAIL "€3" I F F Y P ■ ■ Y ■ ■ ■ ¢ ■ ■ p ■• SJTEEL II�BEAM� SEE UP�i�ORAGE. SEE ANCHDETORAGE SEE ANCHORAGE DETAIL G" DETAIL 'E" B STEEL [-BEAM A Al Al B SEI-SEAM SEE UPLIFT ANCHORAGE TAIL SEE ENLARGED TYPICAL DETAIL SEE ANCHORAGE DETAIL "D" rF F FA(F'AW B PLAN VIEW LU C E N J ��o ��''' '• o'�0,�', Submitted For Approval P E R I I V I 6'-0 11 -o 6'-0 COL. COL COL COL. COL. COL 1 7 16" 1 I 8 1 2" FIELD LOCATE 4" �3V4t I 1 3/4"0 "03/AB0B. — ( l :7 e I <3/ 0 BEAR[ ANCHORce BOLTS (FIELD LOCATE) o 3/4'4 BEAM ANCHOR BOLTS (FIELD LOCATE) SECTION Al —Al SECTION B—B (1.1AK) (REO'D 2 PLACES) w STAIR �`. c�fG STAIRP REFER TO BASIN PLAN FOR STAL 4'-1 1/8 BELOW TOP OF BASIN WITH 1 1/2 (MIN.)� THREAD AND 4 1 4" 4 1 4" i v SC�LA (8 REQ'D.), MAXIN; M DEAD LOAC -1 40 T �3/4-0 T 3 94"0 ,_ 1 A.B. A.B. GENERAI :OL X 1) THE MARLEY COMPANY HAS NOT CHECKEC o RESPONSIBLE FOR ITS STRUCTURAL ADEQI S/4"0 r, U 1.6. 2) CONCRETE SURFACES AT TOWER ANCHORA AND TO THE ELEVATION SHOWN TO WTHIN BE CUT OFF FLUSH WITH TOP SURFACE 0 NEW ANCHOR BOLTS OR ANCHOR CASTING N �i'`tit,,, fir CONSTRUCTION BEGINS. TOWER COLUMNS ANCHORAGE DETAIL 'D' ANCHORAGE DETAIL E,,,,'` MAXIMUM OF 0'-6 BELOW TOP OF BASIN v (REQUIRED AT 16 PLACES) (REQUIRED AT 4 PLACES) • 1u'•.••[� ++f+ 3} REDUCED WATER FLOW OVER A COOLING 1 — — — • ��•.'S�r FORMATION IN THE FILL. IF THE PURCHASI ITS DESIGN MUST BE REVIEWED BY THE M • 32 ) MARLEY TO FURNISH AND INSTALL ALL Al, a�J 1 ) REFER TO CUSTOMER DRAWING 145-4i i m N O�•'.'4',q N S a5 e' s 6) TOWER ANCHOR BOLTS ARE TO BE 3/4" 1 BOVE FINIS �•••••�' ���•`*45 BOLTSGWN TO +//1/6BOF DIMENSIONSr(E HO II II D N w Ma �a „ Submitted For Approval PERIL 1 1 30'0 cOL 3/4°0 I M p 0 R T A N T M E R R A.B. . A.B. A.B. n (4 PLACES) n - FACE OF S-7 1 2" CHANNEL Y W m 0 EDGE OF F.D. OPENING 3'-5 5 8" 6 i7 2 m S m 1 1 $3 1 r- a ly Y FAN DECK 2 2 DETAIL ##1#�1 DETAIL �#2 m e (3) 3 i ELIMINATORS (FIELD CUT) 12 24 4 i IE tk —- EDGE OF F.D. OPENING 4" -- -------------- LONG. GIRTS Z5 v FACE OF 2'-7 _____ _ 11 CHANNEL CASING g 24 (2) ---- g 7 LONG. GIRT (2) 24 24 (2) CLARITY) -_ -_ SIDEWCOLUMN LL L(2) COLUMN DETAIL 4 DETAIL 5 FOR THE EXACT L (MODELS F434, F443, F444 de F445) TONER SCHEMATIC OPPOSITE SIDE OF 11 23 19 8 SEE DWG. 98-227 (2 PLACES PER INSTALL FIND NO. FIND NO, 7) SECTION A-A E,W. OR PART'N. COL. �� T ATTACH F IT FIND N0. 3 TO RE TRAP DOOR FRONT EDGE OF ACCESS p00R TO t (3) ®4 FIELD DRILL FIND I =_- - BE 1/8" FROM EDGE OF POSTS 24 AS TEMPLATE. HOI 24 PLACE HEAD OF E OFANOECK (3) FAN DECK 3 3 X2X1/4X3'-5 CENTER FIND NO. FROM EXCESS PLATE AS TEMPLA -- SEE DETAIL NO. 5 FIELD CUT ELIMIN� t �� LADDER s• POSITION ABS AIR PLACES PER FIND NO. 8) '' �0 24 ATTACH TO PANE( LONGITUDINAL GIRTS (3) 9 FIELD TRIM FIND A REQUIRED. ATTACF 3-B DETAIL 10 APPLY SEALER (F1 (REQU€RED ONLY WHEN ACCESS LADDERBONDING FIND N0. APPROX. 2'--0 ATTACHES TO A ENOWALL OR PARTITION) 11 FIELD DRILL LONGI COLUMN SIGN 24 SECTIOND-D 12 FOR ACCESS TRA1 INSTALLATION DRE t ------------- ------- -- ---- ------------- --- —r CLEARENCE MUST BE HELD Q TO DIMENSIONS SHOWN THIS DRAWING. 5 8 f 1 4 0 TIP CLEARANCE 2) O 2) TYP 6 16 15 8 8 15 16 6 TYP OR OR AT ACCESS SEG. 11 1715 8 FIESEGMENT DRILL CYI_ USNG FIND 1715 8 ii AT ACCE'. (2) NO. 6 AS A TEMPLATE; (2) C REFER TO DWG. 81--42590 10 a VIEW C—C 8'-3 1 + RA -- LL —_ C4-- OUT OF CYL. p�g� �g �p (a RE GROR "A" 10 SEGME 7 22 4'-1 5/1 fi ¢ 12 5 27 4'-6 7/8 3 i �_,.,.J4 , E SECTION A—A v4ENT PLAN 1210 5 7 DETAIL 3 s s 15 GENERAL 17 15 13 TIP CLEARANCE: SHALL NOT UN. - AT POINT AT I 15 13 15 16 6 12 10 5 7 (11PNCLEARANCE SYMEASURED SEE DWG. 81--42590. ,RILL HOLE IN 9 9 SECTION D—D i1 2 IMPACT WENCH NOT TO BE U: NT & SEAL SHEET BOLT CONNECTIONS. AT REMOVABLE 7'-0 ®3 MAINTAIN 1/4' MINIMUM CLEAR. FAN CYUNOER SEGMENT ONLY) DRIVESHAFT ASS'Y. AND OIL Lit 6 16 SECTION 8-�-B E4 OF F DRILL 1 1/2" PEEP HOLE -- 15 (2) (TYPICAL BOLTING) OF FAN CYLINDER SEGMENT. ®5 INSTALL GASKET ON EACH SIDE 13 TYP. APPLIED ONLY TO REMOVABLE 41 USE 'LOCTITE' (FIND NO 7) W11 = FLO. DRILL HOLES IN SEGMENT APPLICATION: ALL BOLTS EXCEI '+ USING SEAL SHEETS AS TEMPLATES LOCTiTE APPLIED TO THREADS INSTALLED do ROUNDED. APPLY PROTRUDING FROM THE NUT. A (APPROX. TWO DROPS/BOLT) T THREADS, EXCESS ON THREAD N_Qj APW TO BOLTS THRU RE + WHERE ADHESIVE OR SEALER ( CLEAN AREA WITH NAPTHA (Ill + BASIC 7'-0 FAN CYLINDER SEC + NOTE, AFTER INSTALL OF TORQUE TUBE k LOCATION. SEE DWG. 89-423 FAN CYL. IS COMPLETE INSTALL SEAL EXTENSION SEGMENT IN THIS A SHEETS W3TH SOLTS(FIND NO. 13) do USE ®9 APPLY TWO CONTINUOUS STRIP + SEALER(FIND NO. 9) AS INDICATED EACH SIDE OF BOLT LINE. 10 DQ NOT DRILL OR INSTALL AN` OF THE FAN BLADE. I USE SMALL AMOUNT OF FIND NO. 9 ON INSIDE 11 APPLY "PLASTIC LEAD' OR 'll OF CYL. 0 THIS POINT TO SEAL GAP TO BOLT THREADS 70 PREVEN FUSED _ DISck cr FRI 480V 30 . . . IRCUII BRIR - - — — — — — — — — — — -- r. - I I 3 VAY I LOAD CENTER I �I ;,^} LIGHT SV. ] IooNg 33 120/2o$V I 3 4P,"kj = 4 k L :ENT LIGHTING A B C S3 \ o 0 0 SEC 1201208V 30 AC AC AC 30 KVA, 30 480 120%208V $3 AOC�—T— —I �� IDOA MAIN TRANSFORMER M lb �L J --ADC LOUVER TUTORS 3VH ADC�F7 LY 7 o —: LM LM LM ADR I o 0 0 o ARRCJ JVtt LC=== 0 0 ° o TIMER SV, I o o I TT Y H CIRCUIT s DC LIGHnNr r 0 0 I CHAKER DE DE 0 !I = rl ° o ` � 2-BATTERIESC24VOCT STARTER LAW 1 0 0 ! , L - - - - -- - - - - - --E � - LALARMS TO CITE J LEVEL SET I' BELO' ICE BOX (SOUTHWORTH-MILTON MACHINERY) uE Tl-1■If it-1 43 lAx ::V. 14 13 12 IT 10 9 D I gi 4y cELwr Ig1vCs p 0 LEGEND: JSto-1■Id T11•14 LevtE„P,ice Ec © CfTB - CUSTOMER INTERFACE TERMINAL BOX ILc LFLA - LOV FUEL LEVEL ALARM CUNTACTS CUSTOMER PLEASE FILL- IIV PATENT NO. tl.baZ.6a LOV 014 Mt Kwtll CMFL p ' f6LA - MfGH TEFL LEVEL ALARM CONTACTS REQUIRED ELECTRICAL DATA: HoncE To PCt90k9 Nc m RWTURf - TANK BASIN RUPIURE CONTACTS PROPRIETARY Na.M�.T i Not IN AUTO Kum("' LBV - LOV BATTERY VOLTAC,E UINTACTS HOT J taPrcooucaa t L © 9 C - HBV - HIGH BATTERY VOLTAGE CONTACTS Et1SrD.ER VPW TO I OAD CENTER y 0 N T Be P tasuEtl HIC"TEw rKLI� 8 HEREON WITHOUT PER NL �,,,� CHG PAIL - BATTERY CIV=R FAIL ALARM CONTACTS - ENVERO-INOU37Rip. LOV OIL PSI rul.r[ !] 7 Aat - AUX DISCONNECT RELAY CL6iClEst IIPU1 tt)SETtrriiY Twa6rDaER v • PRUCHARD—E -c ADC - AUK DISCOP4YECi DTV.of EwRU-1NDUS1 ova CRW r4x<a © ANC. - AUX RUN RELAY CONTACTS uta l Cu1PuT V Mn 0 Nz &-y(321 WIN to SXIH LEW'Im .. ... 1. SEE Rl _Z45 7/r DdIDE LCH30H W PLE"AREA -'j DETAIL[ 2. GENERA 1 AIR I'Ll fi 4. jNSULAl —————————————— J 6 1750 GA 7.2M GA IF I 8. ENCLUSt Air I BIRDSCR€EN 9 tie, ------- 9:-C',1TIMAI )GISILEKE LEVU& FlI ARKS 3 BATTERY [WRG CHARUR — VEN1 I t s U U TAW DRAIN FL(L-L-0 L FILL S—Wol 0 m r---- J� EXTERIG; 59 3/4' 3�Vir 14 1�41— AkARN 12,0 RAIN SHIELD 2. ISOLATCF (SNIPVED LOM) ZDSMEN Zl'9 RAIN CCLLARBIRGSCREEN cuss L fCR CUSTCFCR 17 w kARX ccw Kx I 111 3/4' ---------- ------ ITASICE Z<LEC WIDTH SKIN PRITLW F 10 WN WIDTH 24- p 23 3jw 30 V 35 1 r2- I - 100A 6 - INCAh SI's- ...... 4.1?' -- 5 3/4'WT FLEL SUVLY I ..1 2 - LIGH lie WE TUN 2 - 1212, DISM.Ccl 52 52 are I TIMER 1] 2 DAMP 6.' F S.S. 01 w 2 - CETSTI KY. S.S. I - ruct x S-VDRTl WAIT CENTER 136'-- �g I&W I - ITATT( 4:o: I - BATT[ 2 - JACK t - 1600A SYSTE I S-VORTI 26'-1 Ste'CIT3 5/n OJT 10 OUT EF ROCF CASIIWS I -GINS EnMT ELBOW L-A-_, I - RATT� RAINW BY P.B. VER4, I BATT a t�a x PRIICKA I - SILEf II SILEHCCR II I Excel t -- ExTri BY p-& I - EXTEI lusu ILAWF TOY PIPE SILENCER L ftEx F-1 FLEX IT ps SHIPP - T ACCESS 1 t f KUSS FWL I p Rp 24' 24 DPVG 11V I 361v x 7WH CFwG ' 2-IN LF 142'711V nA. HGI. .4 LURE GIL PATENT NO. 3,8,62,692 NOTICE TO PEMSONS !I t ED)LANT DRAIN J—) PRMHARD-DFtOWN VI' c fz> PROPRjrtARY PIGHT IN ——————————— LIE ——————— ORAWINO is MaVED F( NOT BE RZIPRODUCED OR HEREON VII'HQLrT PEU r — ————————————————————— ENVjRO_jHDU3TRJe3. 11 vfM&ALLOt UIUW-BASIN DfV.of EKVIRO-INDUSTR 17W GAUCH ILL.-.LISTED M TAW PRITCHARD—BI -------- mi I TuunDTU—MTI Tnm 26'-1 S;r(313 5/n(Ail TO Wt OF REU CkSljwS ri L ----------------- --�/---------------- r-i ---jr P-ACCESS DOOR 16, 136-V x 76-11 111"� L of/PANIC BAR -——————- Iv Lk NGT13R OPM IKET DAWER XET I lma I 4n 4'D ............................ Ll————————————-k L —————- —— ——————————————— ———————————————————————————— IM GkL1W Ut.LISTER rUEL TAW 'i G I T, V/M rALUt"rUZE WIN 2V-1 I/r 013 IM CUT 70 OUT OF Wit RAILS `C' SIDE WALL 1J9 vw CUT To EW MT CMIIW4 LIFT%(TE r ————————————————— POUS r-1— LJ L-) rAAV"'Ew4fir Dk4" 4 04'V x 84'H i eO IN PARTIVICH VALL I -T is 5/w MOM CKQAItD WIT RAWER INN x 42'H x 4'D —————————————— 82'RACL CORE 19 5/ir m A,V N I x ——————---— r 'R p O� �1 �AR 1111K VAIL IMRADS ————————— ——————---———————————— PATVNT M0. *,5M.69! N"Ct W PERSONS ——————————————————— ——————————————————————— PRMHARD-UPLOWN E PROPFUCTARYPUGHT DRAVQ 13 , ED I: SSU 1 IN 1 ROT OR REPRODUCED 4) HEREON WITHOUT PEA r"HO-INDUSMIZ3. II 119 1/r OUT TO DJT RUS RAILS iia-air TO(XJT DWKLS PRITCHARD—E BY.of Mo-INDUST 'B' END WALL n, FKM %./A1 I SOUTHWORTH—MILTON De • �P,cY R F-A1 pV SEiE NOTE 3 Da (PEP FEJIZ# F LT/2 ryc�.:y d r b ti 1� v ti r C� l�,I.Y ET�.c ;t G.7s36�' ' ,S � I v, i 5w -70 . Dr a,.# ( " LTb fir. 4-50 SNT' 'O, I-A nillri. 4A (4} [A/N r PRov i D r__ t�4 Do W,, IS ' LoNtC,0 (0"( TDC j S (TRIP-I3 PLC ARG(JMD- PEPIII �E L�` SrE Nor& I -� SEC- tJOTE t �' Sc--� NOTE SEC- NIOTC- I l l lop ,` ✓ OIL'. C . 18 4fr Y G YY EAy 3 ly: el q• �-->_..--.i.-�--- -�... .. 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" -r 4--- OATEHOUSE N.4 10--- - --- — — - fi t0 -_ GATEHOUSE Ho.10 30 -- O—r BULL- 21 -- aL O1T7CE-A LASS SE j Ea -- TRAWNG CENTER $3 3O -` WiNUPAOTUHiNO BUHANNG S<PH - WEST LOT 33 -- OOHES.SEO OAS STGa#0E --BO -_. .bid 34 - PLANT CONSTMU310N 41 --- OATS TEST 35 - EICHA.NT STGRAGE FACILITY 61 eaHla !Tl 38 -- V.T.P.&MRACE 83--_ l 37 CABLE 7EANO PACTURLNO TO--- r 30-__ POWER HOUSE 71 --- �P. 44 SDUTHWEST LOT s fl a3--- ' 93 39 37 � Jl 7 E�o td 2E 46 _ 9 �,€' 9 35 NORTH LOT 13DO NORTH NORTH LOT � j SOUTH LOT 97 ..F 70R9 t6T 3 -( _--- 2 NOWM YISITURS LEST ATHLETIC FIELD SNOW FIELD LOT a L it OSGOOD STREET a r`r=v-laa14B sl dt L ' `/ L Z 14,1 4/1 � H r 7- Af- Z 041OUI` Z-AE iDz Oo r-5 ` t - ! } ! :r P -5ZAI3c i 41. '/ 1 AZO le j E � ' IC: ems' �-A LE r°' „ { £'f fi T f f sir €'/P 157 n� 171 R6kz CIA 41 KPZ ' !< VIOR1 P r �'��' � 13- �L, f: LFJ je e: ,\ I rye t poor A 0-1... LF "x AL t 1 i ,VN4. I w Q., F--ems' I o. I � E 17 et,too- I I4 I , r _44 L c� ,• .'ems ' joint outside building shal Cold Water $pees 'Pipe Material tubingvitb c joints D=estic Waterp S. Pip* material - tubing with fittings. Above Grade ?ipiml The piping shOlm I E, and shall be of V FKOM R E-P-V I R TO F t E P U f' shall be installs, -� construction- Al' expan Sion. Below Grade ip All-pipe shall b bear directly pipe s dose protected nor i passing -through V iron 1 la e VYIC - t i Passes insidenil s t rt t� - %0 BILL AND ZPIGCYT -. 1 -Th e cast iron PipOyes Ov� f it tings e1 L.- rV mball 'have $ a _s 9pi-of H -T shall belinsetrted to the gasket m_ as ray spigot to In , Conditic , a _ R e IN e ZY _utz AV r`` - _ e AOof PRIOR TO INSTALLATION. INTERNAL PIPE CLEANING SHALL UT FLE-7-13 PIPE HANGER NO ki) ll� Lb UYLINULK NFPA PAMPHt-FT NO. 13 2. MAXIMUM DISTANCE BETWEEN PIPE SUPPC 12'-0* FOR 1 1/4" DIAMETER PIP FE- 13 SYSTEM - ISOMETRIC 15*-0* FOR 1 1/2* DIAMETER PIP SCALE: N.T.S. 3. UNSUPPORTED PIPE LENGTHS: -U rVrl% i UVwLir-m rjrr- 4'-0- FOR 1 1/4- DIAMETER PIPE 4. HANGERS ON SUPPLY MAINS, FEED MAINS OF PIPE SHALL NOT EXCEED 15'-0*. 5. ALL PIPE SHALL BE SUPPORTED FROM TE STRUCTURE: IN A NEAT AND WO RI{MANt PIPES FROM OTHER PIPES SHALL NOT PIPE SHALL BE SUPPORTED FROM AN) ELECTRICAL DEVICES. E. VERTICAL RISERS SHALL BE SUPPORTED WITH STEEL PIPE CLAMPS. rROBE 7. HANGER ROD SIZES: 4- OR SMALLER 3/8- ROD. 5-,6- OR 8- 1/2- ROD. 10-, OR 12- 5/8- ROD. ZIC Li HEAT DETECTOR TYPICAL OF 2 f � earf ! �tt 1 1,_ SECT 1N 0L_ 3 - jj V Rj I f 4 ]] t� 1 \ 7 ! YY /0 4S �5* co x f I x 3„x 5� I . - NORTH ELEV. ii , rt l,i, Fl- ELL. 54.,-0" \ | . .. � - - -� � NORTH E L �-V AT IO \ �