605 AUXILIARY SERVICES WAREHOUSE 605 AUXILIARY SERVICES WAREHOUSE COLD STORAGE DRIVE COLD STORAGE DRIVE EXISTING CONDITIONS & DEMOLITION PLAN

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2 ASS ASS ASS SS SS SS SS XISTING CONDITIONS & DMOLITION PLAN W W W W " CLAY TDB TF 605 AUXILIARY SRVICS WARHOUS TDB TDB COLD STORAG DRIV TDB 6" DI THH 86A APPROX ASS ASS ASS SS SS SS SS W W W W " CLAY TDB TF SIT PLAN 605 AUXILIARY SRVICS WARHOUS 6'" TDB TDB 7'6" COLD STORAG DRIV 5' 6'3" 6'3" 6' 6'" 6'" 6'" CONC. PAD 4' 4'6" 4' 3'8" '6" 6' '6" TDB 6" DI THH 86A APPROX NOT: ALL UTILITY LOCATIONS, RIMS, AND INVRTS AR BASD ON RCORD DRAWINGS AND GIS DATA. CONTRACTOR SHALL VRIFY IN FILD PRIOR TO BGINNING CONSTRUCTION AND NOTIFY NGINR ANY DISCRPANCIS. 4 Allen Place, Northampton, MA 0060 (43) FAX (43) mail: bdg@berkshiredesign.com Web: BID DOCUMNTS BCD MBD 6//3 UNIVRSITY MASSACHUSTTS GNRATOR INSTALLATION PROJCT SIT DMOLITION AND CONSTRUCTION PLAN BCD 6// :0 UMA PP DA C

3 4 Allen Place, Northampton, MA 0060 (43) FAX (43) mail: Web: BID DOCUMNTS BCD MBD 6//3 UNIVRSITY MASSACHUSTTS GNRATOR INSTALLATION PROJCT SIT DTAILS BCD 6// AS SHOWN UMA PP DA C 0

4 4 6 5 STL RINFORCMNT. STRUCTURAL WORK SHALL CONFORM TO TH RQUIRMNTS "TH COMMONWALTH MASSACHUSTTS STAT BUILDING COD, IGHTH DITION.". XAMIN CIVIL AND LCTRICAL DRAWINGS FOR VRIFICATION, LOCATION, AND DIMNSIONS CHASS, INSRTS, OPNINGS, SLVS, WASHS, DRIPS, RVALS, DPRSSIONS, AND OTHR PROJCT RQUIRMNTS NOT SHOWN ON STRUCTURAL DRAWINGS. 3. VRIFY AND COORDIT DIMNSIONS RLATD TO THIS PROJCT. 4. OPNINGS IN SLABS AND WALLS LSS THAN " MAXIMUM DIMNSION AR GNRALLY NOT SHOWN ON STRUCTURAL DRAWINGS. OPNINGS SHOWN ON STRUCTURAL DRAWINGS SHALL NOT B RVISD WITHOUT PRIOR WRITTN APPROVAL TH ARCHITCT. 5. DTAILS NOT SPCIFICALLY SHOWN SHALL B SIMILAR TO THOS SHOWN FOR TH MOST NARLY SIMILAR CONDITION AS DTRMIND TH NGINR. 6. SHOP DRAWINGS FOR RINFORCING STL (INCLUDING ACCSSORIS) SHALL B SUBMITTD TO TH NGINR, AND A STAMPD APPROVAL RCIVD BFOR FABRICATION CAN PROCD. RCTION SHALL B XCUTD FROM APPROVD SHOP DRAWINGS ONLY. 7. INFORMATION XISTING BUILDING STRUCTURS AS SHOWN ON THS DRAWINGS AR BASD ON LIMITD AVAILABL CONSTRUCTION DOCUMNTS THS BUILDING STRUCTURS. TH CONTRACTOR SHALL FILD VRIFY AND DOCUMNT ALL XISTING BUILDING STRUCTURS BFOR NW WORK AND BRING ANY CONDITION THAT MAY AFFCT TH PROPOSD NW CONSTRUCTION TO TH ATTNTION TH NGINR FOR RVIW AND RSOLUTION.. RINFORCMNT WORK DTAILING, FABRICATION, AND RCTION SHALL CONFORM TO "BUILDING COD RQUIRMNTS FOR RINFORCD CONCRT (ACI 3808)," "ACI DTAILING MANUAL004 (SP6604)," "CRSI MANUAL STANDARD PRACTIC (MSP 97)," AND "STRUCTURAL WLDING COD RINFORCING STL (AWS D.405).". STL RINFORCMNT, UNLSS NOTD OTHRWIS, SHALL CONFORM TO TH FOLLOWING: '0" MIN. SLV TRNCHS OPN OR FILLD WITH GRAVL CAULK WHR RQUIRD BOTTOM FOOTING STD HOOK FTG. RINF. ALL PIPS TO CLAR SLV " ALL AROUND " MIN. ACH SID 3. PROVID ALL NCSSARY ACCSSORIS TO HOLD RINFORCMNT SCURLY IN POSITION. MINIMUM RQUIRMNTS SHALL B: HIGH CHAIRS, 4'0" O.C. WITH CONTINUOUS #5 SUPPORT BAR; SLAB BOLSTRS, CONTINUOUS AND 3'6" O.C.; BAM BOLSTRS, 5'0" O.C. 4. MINIMUM CONCRT PROTCTIV COVRING FOR RINFORCMNT, UNLSS NOTD OTHRWIS, SHALL B AS FOLLOWS: 6" MIN. PIPS IN COMPACTD BACKFILL TRNCHS FOOTING, S DRAWINGS STD HOOK ASTM A65 GRAD 60 (YILD STRSS 60,000 PSI) ASTM A706 ASTM A85 '0" MIN. (A) UNFORMD SURFACS CAST AGAINST AND PRMANNTLY IN CONTACT WITH ARTH: ALL BARS H PROVID " CLAR BTWN PIP AND PIP SLV ALL AROUND. SAL SPAC IN BTWN WITH APPROVD MASTIC PROVID " CLAR BTWN PIP AND PIP SLV ALL AROUND. SAL SPAC IN BTWN WITH APPROVD MASTIC ALL PIPS AND TRNCHS TO B KPT ABOV THIS LIN 3.0" CORNR G (B) FORMD SURFACS IN CONTACT WITH ARTH OR XPOSD TO WATHR:.0".5" NTS PIPS AND TRNCHS PARALLL TO FOOTINGS 5 NTS 6 PIPS UNDR FOOTINGS NTS NTS 7 SINGL CURTAIN HORIZONTAL WALL RINFORCMNT TYPICAL SCTIONS & DTAILS (C) SURFACS NOT IN CONTACT WITH ARTH OR XPOSD TO WATHR: FOUNDATIONS 0 6" MIN. (A) BARS, TIS, AND STIRRUPS (B) WLDD RBARS (C) WLDD WIR FABRIC (WWF) #6 THROUGH #8 BARS #5 BARS, 5/8" WIR, AND SMALLR F 9 NOT: PIPS SHOULD PASS UNDR FOOTING AT RIGHT ANGL TO FOOTING GNRAL G 8 7 FTG. H 3 3'0" MAX WALLS, SLABS, AND JOISTS:. FOUNDATION WORK SHALL B IN ACCORDANC WITH TH RQUIRMNTS TH MASSACHUSTTS STAT BUILDING COD.. TH BOTTOM SURFAC ALL SPRAD FOOTINGS SHALL BAR DIRCTLY ON UNDISTURBD TIV SOIL LAYR OR ON COMPACTD STRUCTURAL FILL PLACD ON UNDISTURBD TURAL SOIL MATRIALS WITH A MINIMUM ALLOWABL DSIGN BARING PRSSUR.5 TON PR SQUAR FOOT. 3. UNLSS OTHRWIS NOTD, TH BOTTOM ACH XTRIOR FOOTING SHALL B A MINIMUM 4'0" BLOW FINISH GRAD OR TO MATCH TH BOTTOM LVATION XISTING ADJACNT FOOTINGS. 4. TH FIL XCAVATION FOR ALL FOUNDATION BARING SURFACS SHALL B MAD WITH A SMOOTH CUTTING DG (I.., A BACKHO BUCKT HAVING A PLAT WLDD OVR TH TTH) TO PRSRV TH UNDISTURBD STAT TH BARING SOILS. 5. MAK NO XCAVATIONS TO FULL DPTH INDICATD WHN FRZING TMPRATUR MAY B XPCTD UNLSS INTNDD IMPROVMNTS CAN B ACCOMPLISHD IMMDIATLY AFTR TH XCAVATIONS HAV BN COMPLTD. PROTCT TH SUBGRAD ON INPLAC FOOTINGS AND SLABS FROM FROST. 6. PROVID DWATRING TO KP ALL XCAVATIONS FR ALL WATR AT ALL TIMS AND TO AVOID DISTURBANC TH SUBGRAD, AS RQUIRD, DURING TH COURS TH WORK. 7. PROVID LATRAL ARTH SUPPORT TO PROTCT ALL ADJACNT STRTS, UTILITIS, BUILDINGS AND PROPRTY, AS RQUIRD, DURING TH COURS TH WORK. TH DSIGN AND DTAILS ALL ARTH SUPPORT SYSTMS AND UNDRPINNING XISTING ADJACNT FOUNDATION SHALL B TH RSPONSIBILITY TH CONTRACTOR. 8. NO XCAVATION SHALL B PRMITTD BLOW A LIN DRAWN DOWNWARD AT HORIZONTAL TO VRTICAL FROM TH UNDRSID TH CLOSST DG ANY PROPOSD OR INPLAC FOOTING OR UTILITY AT A HIGHR LVATION WITHOUT PROVIDING ADQUAT LATRAL ARTH SUPPORT. 9. FOUNDATION UNITS SHALL B CNTRD UNDR SUPPORTD STRUCTURAL MMBR, UNLSS NOTD OTHRWIS ON TH DRAWINGS. 0. DO NOT BACKFILL BHIND FOUNDATION WALLS UNTIL PRMANNT LATRAL STRUCTURAL SUPPORT SYSTM IS IN PLAC AND FULL STRNGTH. #4 AND #8 BARS # BARS AND SMALLR.5".0" (UNLSS SHOWN OTHRWIS ON DRAWINGS) BAMS, GIRDRS, AND PIRS: Fy = PSI UNCOATD BARS TNSION LAP SPLIC LNGTHS BAR SIZ.5" LAP CLASS A #3 5. WHR CONTINUOUS RINFORCMNT IS CALLD FOR IT SHALL B XTNDD CONTINUOUSLY AROUND CORNRS AND LAPPD AT NCSSARY SPLICS OR HOOKD AT DISCONTINUOUS NDS. LAPS SHALL B CLASS B TNSION LAP SPLICS, UNLSS NOTD OTHRWIS. 6. WHR RINFORCMNT IS NOT SHOWN ON DRAWINGS PROVID RINFORCMNT IN ACCORDANC WITH APPLICABL DTAILS AS DTRMIND TH ARCHITCT. IN NO CAS SHALL RINFORCMNT B LSS THAN TH MINIMUM RINFORCMNT PRMITTD TH APPLICABL CODS, NOR LSS THAN TH FOLLOWING: (A) PIRS STIRRUPS: " O.C. (B) STRUCTURAL SLABS: x GROSS CONCRT ARA IN ACH DIRCTION (C) CONCRT WALLS: x GROSS CONCRT ARA IN ACH DIRCTION 7. WHR RINFORCMNT IS RQUIRD IN SCTION, RINFORCMNT IS CONSIDRD TYPICAL WHRVR TH SCTION APPLIS. 8. WHR THR IS A CONFLICT BTWN LOCATIONS COLUMN VRTICAL BARS AND BAM HORIZONTAL BARS, TH COLUMN BARS SHALL RMAIN IN THIR DSIGTD POSITIONS AND BAM BAR LOCATIONS SHALL B ADJUSTD. 9. RINFORCMNT SHALL B CONTINUOUS THROUGH CONSTRUCTION JOINTS. 0. DOWLS SHALL MATCH BAR SIZ AND NUMBR, UNLSS NOTD OTHRWIS.. WLDD WIR FABRIC SHALL LAP 8" OR / X SPACS, WHICHVR IS LARGR, AND SHALL B WIRD TOGTHR.. RINFORCMNT SHALL NOT B TACK WLDD. 3. INSTALLATION RINFORCMNT SHALL B COMPLTD AT LAST 4 HOURS PRIOR TO TH SCHDULD CONCRT PLACMNT. NOTIFY TH NGINR COMPLTION AT LAST 4 HOURS PRIOR TO TH SCHDULD COMPLTION TH INSTALLATION RINFORCMNT. 4. SUBMIT SHOP DRAWINGS FOR RINFORCMNT DTAILING FABRICATING, BNDING, AND PLACING CONCRT RINFORCMNT. COMPLY WITH ACI 35 "MANUAL STANDARD PRACTIC FOR DTAILING RINFORCD CONCRT STRUCTURS" SHOWING BAR SCHDULS, STIRRUP SPACING, BNT BAR DIAGRAMS, AND ARRANGMNT CONCRT RINFORCMNT. INCLUD SPCIAL RINFORCING RQUIRD FOR OPNINGS THROUGH CONCRT STRUCTURS. #4 #5 #6 [] [] TOP BARS OTHR BARS CAS CAS 9" 8" 5" " B 4" 36" 9" 8" A 5" 37" 9" 9" B 3" 48" 5" 37" A 3" 47" 4" 36" B 40" 60" 3" 47" A 37" 56" 9" 43" B 48" 7" 37" 56" MAXIMUM PRCNT As SPLICD WITHIN RQUIRD LAP LNGTH * RATIO RINFORCMNT F'c = 4000 PSI (MIN.), NORMAL WIGHT CONCRT PRINCIPAL RINFORCMNT, TIS, STIRRUPS, OR SPIRALS XCSS RINFORCMNT SPLIC SCHDUL MINIMUM SPLIC AND DVLOPMNT LNGTH SCHDUL FOR RINFORCING BARS COMPRSSION DVLOPMNT LNGTH STANDARD HOOK DVLOPMNT LNGTH [] COMPRSSION LAP SPLIC LNGTH 8" 7" " 0" 0" 5" " " 9" 5" 5" As PROVIDD As RQUIRD 50% 00% CLASS A CLASS B CLASS B CLASS B * RATIO ARA RINFORCMNT PROVIDD TO ARA RINFORCMNT RQUIRD ALYSIS AT SPLIC LOCATIONS. F CATGORY STRUCTURAL LMNT 3" CONCRT COVR BAMS AND COLUMNS COMPRSSION LAP SPLICS AR NOT ALLOWD FOR #4 AND #8 BARS. HOOK DVLOPMNT LNGTH VALUS TO B MULTIPLID. FOR POXY COATD BARS. ALL OTHRS GNRAL NOTS:. TOP BARS AR DFIND AS HORIZONTAL BARS WITH MOR THAN " CONCRT CAST IN TH MMBR BLOW TH RINFORCMNT. WALL RINFORCMNT IS CLASSIFID AS OTHR BARS.. FOR LIGHTWIGHT AGGRGAT CONCRT MULTIPLY TH VALUS ABOV.3, OR WHR SPLITTING TNSIL STRNGTH fct IS SPCIFID MULTIPLY 6.7 f'c /fct >.0 3. DVLOPMNT LNGTHS AR QUAL TO TH CLASS A SPLIC LNGTHS GIVN IN TH TABLS. DVLOPMNT LNGTHS FOR POXY COATD BARS AND LIGHTWIGHT CONCRT SHALL B MULTIPLID TH APPROPRIAT FACTORS. 4. SPLIC LNGTHS AR QUAL TO TH CLASS B LNGTHS GIVN IN TH TABLS XCPT CLASS A SPLIC LNGTHS MAY B USD WHR THR IS XCSS RINFORCMNT AT TH SPLIC AS GIVN IN TH XCSS RINFORCMNT SPLIC SCHDUL AS DTRMIND TH NGINR. SPLIC LNGTHS FOR POXY COATD BARS AND LIGHTWIGHT CONCRT SHALL B MULTIPLID TH APPROPRIAT FACTORS. 5. LAP SPLICS #4 AND #8 BARS AR NOT PRMITTD, VALUS GIVN AR DVLOPMNT LNGTHS ONLY. 6. LAP SPLICS AR NOT PRMITTD IN TNSION TI MMBRS. US MCHANICAL OR WLDD SPLICS PR ACI.5.5. CATGORY ACCORDING TO CNTRTOCNTR BAR SPACING db db 3db 3db db db CAS db db CAS TYPICAL ABBRVIATIONS db= NOMIL BAR DIAMTR = LSS THAN = QUAL TO OR LSS THAN = GRATR THAN = QUAL TO OR GRATR THAN RINFORCING SPLIC AND DVLOPMNT LNGTH SCHDUL NOT TO CONCRT. CONCRT WORK SHALL CONFORM TO "BUILDING COD RQUIRMNTS FOR RINFORCD CONCRT (ACI 3808)," AND "SPCIFICATIONS FOR STRUCTURAL CONCRT FOR BUILDINGS (ACI 3005).". CONCRT SHALL B CONTROLLD CONCRT, PROPORTIOND, MIXD, AND PLACD IN TH PRSNC A RPRSNTATIV AN APPROVD TSTING AGNCY. 3. UNLSS NOTD OTHRWIS, CONCRT SHALL HAV A MINIMUM 8 DAY COMPRSSIV STRNGTH AND B A TYP AS FOLLOWS:. S CIVIL DRAWINGS FOR PLAN LOCATION AND DIMNSIONS QUIPMNT PAD AND SCURITY FNC FOUNDATION. COORDIT PAD AND FNC FOUNDATION DIMNSIONS WITH GNRATOR DRAWINGS 4500 PSI (45 PCF NORMAL WIGHT) 4000 PSI (45 PCF NORMAL WIGHT) 3. S TYPICAL SCTIONS FOR DTAILS CONDUITS & SLVS PNTRATING FOUNDATION WALL OR PASSING BLOW FOOTINGS. DTAILS CONDUITS & SLVS PNTRATING SLAB TO B SIMILAR. 4. CONCRT TO B XPOSD TO TH WATHR IN TH FINISHD PROJCT SHALL B AIR NTRAIND PR ACI COD RQUIRMNTS. 5. SIZ CONCRT PLACMNTS UNLSS NOTD OTHRWIS SHALL B AS FOLLOWS: 800 6, 03 Date: June 4'0" MIN. KP MBDDD CONDUITS WITHIN THIS ARA SLAB " O.C..W. COMPACTD BACKFILL 0" " O.C..W. " 3 #5 CONT. COMPACTD CRUSHD STON BACKFILL '0" C PROPOSD NW RINF. CONC. GNRATOR PAD (S CIVIL DRAWING) Scale: 3/3" = '0" #4x3" A. SID GAT POST (KP BARS " CLAR FROM GAT POST) PAVING (S CIVIL DWG) COMPACTD BACKFILL PARTIAL XIST. FOUNDATION PLAN 3 #5 CONT. 8" File name: AuxiliaryServicesWarehouse_SPlans&Sections_Jun63.vwx B 6. MINIMUM 7 HOURS SHALL LAPS BTWN ADJACNT CONCRT PLACMNTS. 7. CONCRT WALLS MUST HAV CONTRACTION JOINTS OR CONSTRUCTION JOINTS SPACD NO MOR THAN 60'0" O.C. 8. CONCRT SHALL B PLACD WITHOUT HORIZONTAL CONSTRUCTION JOINTS XCPT WHR SHOWN OR NOTD. VRTICAL CONSTRUCTION JOINTS AND STOPS IN CONCRT WORK SHALL B MAD AT MIDSPAN OR AT POINTS MINIMUM SHAR. 9. CONCRT SLABS, INCLUDING CONCRT PLACD ON STL DCK, SHALL B PLACD SO THAT TH SLAB THICKNSS IS AT NO POINT LSS THAN THAT INDICATD ON TH DRAWINGS. 0. STRUCTURAL STL BLOW GRAD SHALL B NCASD IN CONCRT WITH A MINIMUM COVR INCHS. COMPACTD CRUSHD STON BACKFILL #4 x3" A. SID FNC POST AT A. LOCATION (KP BARS " CLAR FROM POST) " O.C..W. " O.C..W. '" *XCD ONLY WHR INTRMDIAT CONTROL JOINTS AR PROVIDD (60 FT ABSOLUT MAX.) 6" MIN. (ALL SIDS) 4 4x4 GAT POST (S CIVIL DWG) LCTRICAL STUB UP ARA 4'0" MIN. 90 MBDDD CONDUITS (S DRAWINGS) TOP WALL BYOND 3/4" CHAMBFR TYP. 3'0" MIN. (S CIVIL DWG) " (C) CONCRT ON STL DCK 900* PLACD IN ALT. PANL FNC POST & MBDMNT (S CIVIL DWG) 8" 30 * S CIVIL DWG 6" (B) SLABS & SLABS ON GRAD 3'0" MIN. (S CIVIL DWG) '0" 30 * S FNC SPCS (A) FOOTINGS AND WALLS GNRATOR (S LCT. DWG) MAX ARA (SQ. FT.) '0" MAX LNGTH (FT) FOOTPRINT NW GNRATOR (S DRAWING) PROPOSD NW GNRATOR NCLOSUR (S CIVIL DRAWING C) " C XIST. BUILDING NOTS: " (A) FND. FTGS., FND. WALLS, PIRS (XPOSD TO WATHR AND MOISTUR) (B) TOPPING SLABS, HOUS KPING PADS, OTHR: D S FNC SPCS D '0" BID DOCUMNTS UTL UTL 06//3 UNIVRSITY MASSACHUSTTS COMPACTD UNDISTURBD TURAL SUBGRAD OR COMPACTD STRUCTURAL FILL ON UNDISTURBD TURAL SUBGRAD (F.V.) TYPICAL GNRATOR PAD & SCURITY FNC FOOTING FT FOUNDATION SCTION AT GAT 0 GNRATOR INSTALLATION PROJCT 3 FT GNRAL NOTS, SIT PLAN & SCTIONS A AS NOTD UMA PP DA S LY Consulting ngineers, Inc. 03

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7 POWR PLAN LGND WIRING DVIC LGND PROJCT GNRAL NOTS DMOLITION GNRAL NOTS ABBRVIATIONS ONLIN DIAGRAM LGND DMOLITION LGND WIRING MTHODS LGND DRAWING NOTS & DSIGTIONS WIRING MTHODS DRAWING LIST MCHANICAL / LCTRICAL NGINRS FITZMYR & TOCCI ASSOCIATS, INC. 9 Montvale Ave, Suite 400 Stoneham, MA 080 Tel: Fax: info@ft.com Project No.: BID DOCUMNTS JDB AJL 06//3 90% CONSTRUCTION DOCUMNTS AMV AJL 06/03/3 LCTRICAL PRPURCHAS PACKAG JN JDB 04/5/3 UNIVRSITY MASSACHUSTTS GNRATOR PROJCT LCTRICAL NOTS, LGND & ABBRVIATIONS JN UMAPP4006 N/A 7 0 JDB DA

8 MCHANICAL / LCTRICAL NGINRS FITZMYR & TOCCI ASSOCIATS, INC. 9 Montvale Ave, Suite 400 Stoneham, MA 080 Tel: Fax: info@ft.com Project No.: BID DOCUMNTS JDB AJL 06//3 90% CONSTRUCTION DOCUMNTS AMV AJL 06/03/3 LCTRICAL PRPURCHAS PACKAG JN JDB 04/5/3 UNIVRSITY MASSACHUSTTS GNRATOR PROJCT DMOLITION & NW WORK POWR PLAN JN UMAPP4006 AS NOTD 8 0 JDB DA

9 MCHANICAL / LCTRICAL NGINRS FITZMYR & TOCCI ASSOCIATS, INC. 9 Montvale Ave, Suite 400 Stoneham, MA 080 Tel: Fax: info@ft.com Project No.: BID DOCUMNTS JDB AJL 06//3 90% CONSTRUCTION DOCUMNTS AMV AJL 06/03/3 LCTRICAL PRPURCHAS PACKAG JN JDB 04/5/3 UNIVRSITY MASSACHUSTTS GNRATOR PROJCT RISRS & SCHDULS JN UMAPP4006 N.T.S. 9 0 JDB DA

10 MCHANICAL / LCTRICAL NGINRS FITZMYR & TOCCI ASSOCIATS, INC. 9 Montvale Ave, Suite 400 Stoneham, MA 080 Tel: Fax: info@ft.com Project No.: BID DOCUMNTS JDB AJL 06//3 90% CONSTRUCTION DOCUMNTS AMV AJL 06/03/3 LCTRICAL PRPURCHAS PACKAG JN JDB 04/5/3 UNIVRSITY MASSACHUSTTS GNRATOR PROJCT LCTRICAL DTAILS JN UMAPP4006 N.T.S. 0 0 JDB DA