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Eagan PenskePROJECT DIRECTORYOWNERPENSKERENTAL / LEASING / LOGISTICS3850 MANNHEIM RDFRANKLIN PARK, IL 60131PHONE: (847)447-1240ARCHITECTURALERIC PANGLECAMBURAS & THEODORE2454 E. DEMPSTER ST. SUITE 202DES PLAINES, IL 60016PHONE: (847)298-1525FAX: (847)390-8130EMAIL: ERICP@CTARCH.COMELECTRICALTOM DEFRIESCAMBURAS & THEODORE2454 E. DEMPSTER ST. SUITE 202DES PLAINES, IL 60016PHONE: (847)298-1525FAX: (847)390-8130EMAIL: TOMD@CTARCH.COMPLUMBING/MECHANICALDAVID GROOCAMBURAS & THEODORE2454 E. DEMPSTER ST. SUITE 202DES PLAINES, IL 60016PHONE: (847)298-1525FAX: (847)390-8130EMAIL: DAVIDG@CTARCH.COMSTRUCTURAL ENGINEERCIVIL ENGINEERBUILDING DEPARTMENTEAGAN MUNICIPAL CENTEREAGAN, MN 55122PHONE: (651)675-5000965 ALDRIN DREAGAN, MNCODE INFORMATIONCODE INFORMATION·2015 MINNESOTA STATE BUILDING CODE·2012 INTERNATIONAL BUILDING CODE WITH STATEAMENDMENTS. CHAPTER 1305 (2015 MN BLDG CODE)·2015 MINNESOTA COMMERCIAL ENERGY CONSERVATIONCODE 1323/ASHRE STANDARD 90.1-2010·2015 MINNESOTA MECHANICAL CODE/CH 1346-2012IMC/2012 IFGC (2015 MN MECH AND FUEL GAS CODE)·2015 MINNESOTA PLUMBING CODE/CHAPTER 4714, MINIMUMPLUMBING FIXTURES/2012 IBC CH 29 AS AMENDED·2017 NATIONAL ELECTRIC CODE·2015 MINNESOTA FIRE CODE·2015 MINNESOTA ACCESSIBILITY CODEBUILDING STATISTICSOCCUPANCY TYPES:'B' BUSINESS'S-1' MOTOR VEHICLE REPAIRCONSTRUCTION TYPES:TYPE IIB FULLY SPRINKLEREDHEIGHT (FEET/STORES):ALLOWED - 3 STORIES, 55'-0" TALLACTUAL - 2 STORY 25'-0" (NO CHANGE)FLOOR AREA:ALLOWED - 23,000 SQ.FT.ACTUAL - 11,970 SQ. FT. MAIN FLOOR2,759 SQ. FT. SECOND FLOOR1,380 SQ. FT. MEZZANINE15,910 SQ. FT. TOTAL (COMPLIES, NO CHANGE)OCCUPANT LOAD CALCULATIONBUSINESSAREALOAD FACTOROCCUPANTSOFFICE MAIN FLOOR1,877 S.F./10019 OCC.MECHANICAL MAIN FLOOR1,200 S.F./1004 OCC.96 TOTALEXIT WIDTH CALCULATION(157 OCCUPANTS) X (0.20 EGRESS) = 31.40" REQUIREDDOOR: 102A=36"DOOR: 103A=36"DOOR: 115B=36"282" TOTAL COMPLIESMAXIMUM LENGTH OF TRAVEL ALLOWED: 250 FEET (FULLY SPRINKLED)MAXIMUM LENGTH OF TRAVEL PROVIDED: 102 FEET (TOTAL)OFFICE SECOND FLOOR2,759 S.F./10028 OCC.INDEX TO DRAWINGSM1.1MECHANICAL NOTES & SCHEDULESP1.1PLUMBING LEGEND AND SCHEDULESSCALE: 1:60'MECHANICALPLUMBINGT1.1TITLE SHEETA0.1MAIN FLOOR DEMO PLANA1.1FLOOR PLANA1.2SECOND FLOOR PLANA1.3ENLARGED PLANS & ELEVATIONSA2.1REFLECTED CEILING PLANA2.2SECOND FLOOR REFLECTED CEILING PLANARCHITECTURALGENERALT1.2A1.4INTERIOR ELEVATIONSSITE PLAN1DOOR: 116A=36"DOOR: 116E=36"MINOR INTERIOR REMODELEGRESS PLANP1.2PLUMBING NOTESMOTOR VEHICLE REPAIR9,210 S.F./10092 OCC.DOOR: 122A=36"DOOR: 123C=36"DOOR: 123D=36"A.B.A.F.F.&ALUM.ARCH.BLDG.B.O.BRG.CFMC.J.CMUCOL.CONC.CONT.CYL.ØEA.ELEV.E.I.F.S.EXT.FDN.F.O.C.F.O.M.F.F.FT.FTG.FRO.C.O.D.OPNG.OPP.O.S.B.P.L.F.P.S.FP.S.IRCPRE:REINF.REQ'DR.O.SIM.SPECS.STL.STRUC.SQ.T & GT.O.C.T.O.T.D.TYP.VERT.U.D.L.W/W.P.W.W.F.ANCHOR BOLTABOVE FINISHED FLOORANDALUMINUMARCHITECTURALBUILDINGBOTTOM OFBEARINGCENTER LINECUBIC FEET PER MINUTECONTROL JOINTCONCRETE MASONRY UNITSCOLUMNCONCRETECONTINUOUSCYLINDERDIAMETEREACHELEVATIONEXTERIOR INSULATING FINISHSYSTEMEXTERIORFOUNDATIONFACE OF CURB/CONCRETEFACE OF MASONRYFINISHED FLOORFEETFOOTINGFIRE-RETARDANT WOODON CENTEROUTSIDE DIMENSIONOPENINGOPPOSITEORIENTED STRAND BOARDPOUNDS PER LINEAL FOOTPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHREFLECTED CEILING PLANREFER TO, REFERENCE FROMREINFORCINGREQUIREDROUGH OPENINGSIMILARSPECIFICATIONSSTEELSTRUCTURALSQUARETONGUE & GROOVETOP OF CURB/CONCRETETOP OFTOP OF DRAINTYPICALVERTICALUNIFORM DISTRIBUTED LOADWITHWEATHERPROOFWELDED WIRE FABRICSCHEDULE OF ABBREVIATIONSDRAWING SYMBOLSCOLUMN GRIDDETAIL SYMBOLSECTION SYMBOLELEVATIONDOOR NUMBERROOM NUMBERFINISH REFERENCEINDICATORKEY NOTE INDICATORREVISIONSXXXXXXX-XAREA#XXxAX.XxAX.XXAX.XXXXWALL TAGA0.2SECOND FLOOR DEMO PLANI.D.IN.INT.LBS.MAX.MFR.MIN.MISC.M.O.MT'D.MT'G.N.I.C.NO.NTSINSIDE DIMENSIONINCHINTERIORPOUNDSMAXIMUMMANUFACTURERMINIMUMMISCELLANEOUSMASONRY OPENINGMOUNTEDMOUNTINGNOT IN CONTRACTNUMBERNOT TO SCALEGA.GALV.G.I.G.C.G.L.MBR.GYP. BD.H.C.A.H.MHORIZ.HRHT.HVACGAUGEGALVANIZEDGALVANIZED IRON OR STEELGENERAL CONTRACTORGLUE LAMINATED STRUCTUREMEMBERGYPSUM BOARDHEADED CONCRETE ANCHORHOLLOW METALHORIZONTALHOURHEIGHTHEATING VENTILATING ANDAIR CONDITIONINGPENSKETruck LeasingOCCUPANT SEPERATIONPER MBC TABLE 508.4, NO FIRE SEPARATION IS REQUIREDBETWEEN BUSINESS AND GROUP S-1 WHEN FULLY SPRINKLEREDPLUMBING FIXTURE COUNT:PER TABLE 2902.1 BUSINESS/STORAGE47 OccupantsTotal:47/2=24 OccupantsWATER CLOSETSMENWOMEN1/FIRST 25REQ'D:2ACTUAL:3LAVATORYMENWOMENDRINKINGFOUNTAIN1/100REQ'D:1ACTUAL:1SERVICEREQ'D:2ACTUAL:2URINALMENACTUAL:1SINKPLUMBING FIXTURE COUNT:PER TABLE 2902.1 SERVICE/STORAGE96 OccupantsTotal:96/2=48 OccupantsWATER CLOSETSMENWOMEN1/1001/100REQ'D:1REQ'D:1LAVATORYMENWOMEN1/1001/100REQ'D:1REQ'D:1URINALMENTHEN 1/501/FIRST 25REQ'D:2ACTUAL:2THEN 1/502/FIRST 80REQ'D:1ACTUAL:4THEN 1/802/FIRST 80REQ'D:1ACTUAL:2THEN 1/80COMBINED TOTAL:REQ'D:2REQ'D:2REQ'D:2REQ'D:21/FLOOR47 TOTALSERVICE/STORAGE47+96+3=146 TOTALCLA3.1FINISH PLANA4.1ROOM FINISH SCHEDULEA4.2DOOR / HARDWARE SCHEDULEM2.1MECHANICAL PLANSP1.3PLUMBING DETAILS AND SCHEDULESELECTRICALFP1.0FIRE PROTECTIONFP1.1FIRE PROTECTION CRITERIAFIRE PROTECTION FLOOR PLANE1.1SINGLE LINE & PANEL SCHEDULEE1.2COMCHECK FORME2.1LIGHTING PLANSE2.2MAIN FLOOR POWER PLANE2.3SECOND FLOOR POWER PLANM2.2MECHANICAL PLANSM1.2MECHANICAL NOTES & SCHEDULESN/AN/AP2.1PLUMBING PLANS WASTE AND VENTP2.2PLUMBING PLANS WATERPROJECT SCOPE- RECONFIGURE OFFICES AND CONFERENCEROOM ON SECOND FLOOR.- MODIFY SPRINKLER HEAD LOCATIONS BASEDON NEW ROOM CONFIGURATION.M1.3MECHANICAL DETAILSMEZZANINE1,380 S.F./5003 OCC.INACTIVE STORAGEARCHITECTI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORTWAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AM DULY LICENSED ARCHITECT UNDER LAWS OF THESTATE OF MINNESOTA.SIGNATURE:PRINTEDNAME:DATE:LICENSENUMBER:JOHN BRADSHAW11/20/201747911NOTES:1. UNISEX LAV AND WATER CLOSET FIXTURES ARE INCLUDED WITH WOMEN FIXTURE PLUMBING COUNTS.2. LAV IN MEN'S LOCKER ROOM IS A 3 FAUCET STATION FIXTURE.- RECONFIGURE MEN'S LOCKER ROOM.- EXPAND PARTS ROOM.- IN MODIFIED SPACES, REVISE CEILING,LIGHTING, AND HVAC.M2.3SERVICE AREA PLANSINTERIORREMODEL FOREXISTING TWOSTORY PENSKETRUCK LEASINGFACILITYEXISTINGCANOPY, NOSCOPEEXISTINGSERVICE AREA,NO SCOPE434.76'303.09'133.08'608.76'598.27'EXISTINGPERIMETERFENCEEXISTINGPARKING LOT,NO SCOPEALDRIN DR3388727 STANDARD PARKING SPACES& 2 H.A. SPACES29 TOTAL PARKING SPACESEXISTINGPERIMETERFENCE & GATETITLE SHEET T1.1THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 12-27-172 PERMIT RESPONSE 03-07-183 REVISION #1 333 90'-0" 1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2" 1'-21 2"20'-91 2"23'-0"22'-6"21'-41 2"1'-11 2"133'-0"1112"30'-612"24'-6"21'-6"27'-0"27'-3"1'-3"EXITEXITEXITEXITEXITEXITEXITEXIT81'-0" 102'-0"102'-0" 42'-0"34" HIGHCOUNTER34" HIGHCOUNTER36"x84"36"x84"36"x84"36"x84"36"x84"36"x84"36"x84"36"x84"OFFICE (28 OCCUPANTS)SERVICE/STORAGE (96 OCCUPANTS)EXIT36"x84"6'-0"REFER TO T1.1 CODEINFORMATION SCHEDULE FOROCCUPANT LOAD CALCULATIONAND EXIT WIDTH CALCULATIONEMAE EMEMEMEMAE EM1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2"1112"30'-612"71'-0" TOTAL60'-0"TOTAL36"x84"36"x84"OFFICE (28 OCCUPANTS)4'-6"4'-1"3'-81 2"EMEMEMEMEMEM1'-212"1'-112"95'-0" TOTAL[E] SHIPS LADDERINACTIVE STORAGE (5 OCCUPANTS)EGRESS PLAN T1.2THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW1MAIN FLOOR EGRESS PLANSCALE: 18" = 1'-0"NORTH2SECOND FLOOR EGRESS PLANSCALE: 18" = 1'-0"NORTHNORTHSCALE: 18" = 1'-0"3EGRESS PLAN12-27-172 PERMIT RESPONSE 03-07-183 REVISION #1 333 4'-2" V.I.F.3'-6" V.I.F.FINISH FLOOR0'-0"EXISTING CONCRETEFLOOR, SLAB, AND PITTO REMAINCLEAN GRANULARFILL TO CONSISTOF 8" LIFTSCOMPACTED TO AMINIMUM OF 95%11 2" CLEAR #4 BARS AT 18" O.C.TOP AND BOTTOMDEMO PIT STEELFRAMING ATPERIMETER12" #4 BAR AT 18" O.C..DRILL AND EPOXY 6"INTO EXISTING SLABNEW 6" CONCRETEFLOOR SLAB OVER .10MIL VAPOR BARRIER ATPIT INFILLBREAK CONCRETEFLOOR AND LEAVEIN PLACE(3) #4 BARSCONTINUOUS, TOPAND BOTTOMEXISTING CMU WALLEXISTING FRAMED WALLDEMO WALL90'-0" 1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2" 1'-21 2"20'-91 2"23'-0"22'-6"21'-41 2"1'-11 2"133'-0"1112"30'-612"24'-6"21'-6"27'-0"27'-3"1'-3"1412210812141913072006041619TYP.0815230717TYP.07070919TYP.121419180814150812141311122208120717TYP.3'-0"4'-0"08121313101112151011121410200719TYP.19TYP.21NO DEMO WORK IN THIS AREA2222252A0.1051110DEMO EXISTING CMU WALL COMPLETE. CONCRETE FLOOR SHALL BE FLUSH WITH ADJACENTFLOOR, PREPARED FOR NEW FINISH.DEMO DOOR AND FRAME, PREPARE OPENING FOR NEW DOOR AND FRAME.060504030201DEMO EXISTING INTERIOR PARTITIONS INCLUDING ALL DOOR PACKAGES, ASSOCIATEDCONDUIT, COMPLETE.DEMO OPENING IN METAL STUD PARTITION AS REQUIRED TO INSTALL NEW DOOR OPENING.EXISTING ELECTRICAL SHALL BE RELOCATED TO PARTITION THAT IS TO REMAIN.EXISTING INTERIOR STOREFRONT AND DOOR PACKAGE SHALL BE REMOVED AND PREPAREDTO BE REUSED IN NEW LOCATION. REFER TO FLOOR PLAN.DEMO EXISTING PLUMBING FIXTURES AND ALL ASSOCIATED WATER PIPING AND DRAINSYSTEM PIPING COMPLETE. CONTRACTOR SHALL ENSURE END OF UNUSED PIPE IS CAPPEDUNDER SLAB WITH 24" OF NON SHRINK GROUT. PROVIDE CONCRETE INFILL WHEREREQUIRED FOR FLUSH FINISH.07CONTRACTOR SHALL REMOVE EXISTING PLUMBING FIXTURE AND PREPARE FORINSTALLATION OF NEW PLUMBING FIXTURE IN EXISTING CONFIGURATION.08DEMO EXISTING VCT AND CERAMIC TILE THROUGHOUT SPACE. REMOVE MASTIC & MORTARAND SCARIFY CONCRETE IN PREPARATION OF NEW FLOOR FINISH.09CONTRACTOR SHALL REMOVE TOILET PARTITIONS AND PREPARE TO INSTALL NEWPARTITIONS. REFER TO FLOOR PLAN FOR REQUIRED CONFIGURATION.10CONTRACTOR SHALL REMOVE RUBBER FLOOR & STAIR TREADS AND SCARIFY CONCRETEFOR NEW FLOOR FINISH. ALL VOIDS IN CONCRETE SHALL BE FILLED WITH EPOXY.11CONTRACTOR SHALL REMOVE ALL VINYL WALL COVERING AND REPAIR GYPSUM BOARD ASREQUIRED FOR LEVEL 5 FINISH.12REMOVE EXISTING VINYL BASE AND PREPARE FOR INSTALLING NEW VINYL BASE.13DEMO EXISTING WINDOW SILL AND PREPARE TO INSTALL NEW.14PATCH AND REPAIR EXISTING GYPSUM BOARD IN PREPARATION FOR LEVEL 5 FINISH.15CONTRACTOR SHALL REMOVE EXISTING LAY-IN CEILING AND PREPARE TO INSTALL NEWLAY-IN CEILING. REFER TO A2.1 & A2.2.16DEMO BENCH AND REPAIR BASE AS REQUIRED.17DEMO PLUMBING ACCESSORIES AND PREPARE TO INSTALL NEW ACCESSORIES.18DEMO CMU TO INSTALL NEW WINDOW. PERIMETER OF OPENING SHALL BE FLUSH CMUBLOCKS. REFER TO FLOOR PLAN FOR LINTEL.19EXISTING FIXTURES SHALL BE DEMO'D. CONTRACTOR SHALL COORDINATE WITH OWNER IFFIXTURE IS TO BE REUSED OR DISPOSED OF.20EXISTING MILLWORK SHALL BE DEMO'D AND AREA PREPARED TO INSTALL NEW MILLWORK.REFER TO FLOOR PLAN.21RELOCATED FIXTURE, REFER TO ELECTRICAL PLANS FOR NEW POWER CONNECTION.22CONTRACTOR SHALL REMOVE EXISTING CARPET AND PREPARE TO INSTALL NEW FLOORFINISH.23CONTRACTOR SHALL REMOVE ALL CERAMIC WALL TILE AND PREPARE WALL FOR NEW WALLFINISH.24DEMO RECESSED PAPER TOWEL DISPENSER. PROVIDE BLOCKING FOR ELECTRIC HANDDRYER. INFILL VOID WITH WALL CONSTRUCTION AND FINISHES TO MATCH ADJACENT.25DEMO EXISTING PIT, REMOVING CONCRETE STAIRS AND STEEL FRAME. BOTTOM SLAB OFPIT SHALL BE BROKEN UP IN PLACE. ALL UTILITIES SHALL BE DISCONNECTED ANDREMOVED INCLUDING LIGHTING, SUMP PUMP, AND FLUID PUMP. PIT SHALL BE PREPPEDFOR INFILL OF STONE AND NEW CONCRETE SLAB DOWELED INTO EXISTING SLAB.THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR WITH THE DEMOLITION ANDARCHITECTURAL DRAWINGS. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS BEFOREBIDDING OR START OF ANY DEMOLITION WORK. CONTRACTOR MUST NOTIFY THEARCHITECT OF ANY DISCREPANCIES.1.DEMOLITION AT NO TIME PRIOR TO OR DURING CONSTRUCTION SHALL JEOPARDIZE THEINTEGRITY OF THE EXISTING BUILDING.2.THE CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING FINISH WORK THAT IS TOREMAIN. ANY DAMAGE CAUSED BY DEMOLITION OR CONSTRUCTION IS TO BE REPAIRED TOORIGINAL STATE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER/ARCHITECT.3.THIS PLAN SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND DOES NOTRELIEVE THE CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PRODUCE THEBUILDING MODIFICATION SHOWN ON REMAINING CONSTRUCTION DOCUMENTS.4.DISPOSAL OF WASTE MATERIALS AND DEBRIS: EXCEPT WHERE NOTED, ALL WASTEMATERIALS AND DEBRIS REMOVED BECOME THE PROPERTY OF THE GENERAL CONTRACTORWHO SHALL PROMPTLY AND LEGALLY DISPOSE OF ALL. SUCH RUBBISH AND DEBRIS SHALLBE REMOVED EACH DAY AND AT THE JOB COMPLETION AND AT SUCH OTHER TIMES AS THERUBBISH MAY ACCUMULATE TO THE EXTENT OF INTERFERING WITH THE JOB PROGRESS ORBUILDING OPERATION.5.ALL MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS THAT ARE TO BEREMOVED/ABANDONED SHALL BE CAPPED AT IT'S SOURCE.6.CONTRACTOR IS RESPONSIBLE TO REVIEW ENTIRE SET AND UNDERSTAND ENTIRE SCOPEOF WORK. DEMOLITION PLANS DEFINE SPECIFIC AREAS OF WORK AND MAY NOT DETAILFULL SCOPE REQUIRED TO COMPLETE WORK.7.CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL REQUIREMENTS.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSOCIATED UTILITY DISCONNECT FEES.9.THE OWNER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE START OFCONSTRUCTION.10.CONSTRUCTION.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIORTO BEGINNING DEMOLITION WORK FOR THE EXACT LOCATIONS OF THE UTILITIES. THECONTRACTOR SHALL ARRANGE FOR THE DISCONNECTION, PROTECTION OR RELOCATION OFANY EXISTING UTILITY SERVICES, INCLUDING WATER, SEWER, GAS, ELECTRIC, TELEPHONE,AND CABLE.11.THE CONTRACTOR IS REQUIRED TO ASSURE HIMSELF OF LOCATION AND DEPTH OFEXISTING UTILITIES AND RELATED FEATURES AND SHALL REPORT AT ONCE TO THE OWNEROR ENGINEER ANY DISCREPANCIES WITH RESPECT TO INFORMATION INDICATED IN THECONTRACT DOCUMENTS.12.ALL DEMOLISHED BUILDING MATERIALS SHALL BE REMOVED FROM SITE AND LEGALLYDISPOSED OF.13.GAS, TELEPHONE AND ELECTRIC DISTRIBUTION SYSTEM REMOVALS AND ADJUSTMENTSSHALL BE DONE BY RESPECTIVE UTILITY COMPANIES AND PAID FOR SEPARATELY BYOWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THIS WORKINCIDENTAL TO THE CONTRACT. ALL ENVIRONMENTAL REMEDIATION WILL BE COMPLETEDBY OWNER PRIOR TO START OF CONSTRUCTION.14.ALL EXISTING UTILITIES ARE TO REMAIN IN SERVICE UNLESS SPECIFICALLY SHOWN TO BEREMOVED.15.ALL PIPES TO BE ABANDONED IN PLACE SHALL BE PLUGGED WITH MORTAR.16.THE CONTRACTOR SHALL ENSURE THAT ALL ADJOINED AREAS, INCLUDING ADJACENTSTREETS AND DRIVEWAYS, SHALL BE FREE OF DEBRIS AT ALL TIMES.17.ALL ABANDONED SANITARY SEWERS SHALL BE PLUGGED ON BOTH ENDS WITH TWO FOOTLONG NON-SHRINK CONCRETE OR MORTAR PLUG.18.CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL DEMOLITION WORK REQUIRED FOREACH PHASE OF THE PROJECT WITH THE OWNER.IF UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICTWITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASUREBOTH NATURE AND EXTENT OF CONFLICT, SUBMIT REPORT TO THE ARCHITECT IN WRITTENACCURATE DETAIL. PENDING RECEIPT OF DIRECTION FROM THE ARCHITECT, REARRANGESELECTIVE DEMOLITION SCHEDULE AS NECESSARY TO CONTINUE OVERALL JOB PROGRESSWITHOUT DELAY.19.20.REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN STRUCTURESAND SURFACES TO REMAIN TO CONDITIONS EXISTING PRIOR TO COMMENCEMENT OFDEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGEDBY DEMOLITION WORK.NOTES ON DEMOLITION PLAN ARE TYPICAL AND NOT ALWAYS REPEATED IN EVERYINSTANCE. CONTRACTOR TO FIELD VERIFY EXACT LOCATIONS.21.22.ALL EXISTING PLUMBING VENTS AND PIPE PENETRATIONS, NOT USED, SHALL BE REMOVEDAND ROOFING SHALL BE PATCHED AS REQUIRED.23.ALL EXISTING ROOF MOUNTED MECHANICAL EQUIPMENT, NOT USED, SHALL BE REMOVED.PROVIDE WATER TIGHT INSULATED ROOF CAP AND PATCH ROOFING AS REQUIRED. SEEMECHANICAL SHEETS FOR ADDITIONAL INFORMATION.24.ALL ENVIRONMENTAL REMEDIATION WILL BE COMPLETED BY OWNER PRIOR TO START OFCONSTRUCTION.25.THE BUILDING WILL REMAIN IN OPERATION DURING THE DURATION OF THE PROJECT.CONTRACTOR SHALL COMMUNICATE CONSTRUCTION SCHEDULE WITH STORE MANAGERMAINTAINING A (2) WEEK FORECAST. ALL PROJECT PHASING SHALL BE APPOINTED BYCONSTRUCTION MANAGER.26.DEMO PLAN MAIN FLOORA0.1KEYED NOTESGENERAL DEMO NOTESTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW GNKN1MAIN DEMO PLANSCALE: 18" = 1'-0"03-07-182 REVISION #1NORTH WALL LEGENDWL2PIT DEMO DETAILSCALE: 1/2" = 1'-0"22222222222222 EXISTING CMU WALLEXISTING FRAMED WALLDEMO WALL1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2"1112"30'-612"101211150808111508110717TYP.0717TYP.1915121122072012112212112212112212112212112212112219130103131913151211221211221211221313131313121122101211220119TYP.21021913192101242401DEMO EXISTING CMU WALL COMPLETE. CONCRETE FLOOR SHALL BE FLUSH WITH ADJACENTFLOOR, PREPARED FOR NEW FINISH.DEMO DOOR AND FRAME, PREPARE OPENING FOR NEW DOOR AND FRAME.060504030201DEMO EXISTING INTERIOR PARTITIONS INCLUDING ALL DOOR PACKAGES, ASSOCIATEDCONDUIT, COMPLETE.DEMO OPENING IN METAL STUD PARTITION AS REQUIRED TO INSTALL NEW DOOR OPENING.EXISTING ELECTRICAL SHALL BE RELOCATED TO PARTITION THAT IS TO REMAIN.EXISTING INTERIOR STOREFRONT AND DOOR PACKAGE SHALL BE REMOVED AND PREPAREDTO BE REUSED IN NEW LOCATION. REFER TO FLOOR PLAN.DEMO EXISTING PLUMBING FIXTURES AND ALL ASSOCIATED WATER PIPING AND DRAINSYSTEM PIPING COMPLETE. CONTRACTOR SHALL ENSURE END OF UNUSED PIPE IS CAPPEDUNDER SLAB WITH 24" OF NON SHRINK GROUT. PROVIDE CONCRETE INFILL WHEREREQUIRED FOR FLUSH FINISH.07CONTRACTOR SHALL REMOVE EXISTING PLUMBING FIXTURE AND PREPARE FORINSTALLATION OF NEW PLUMBING FIXTURE IN EXISTING CONFIGURATION.08DEMO EXISTING VCT AND CERAMIC TILE THROUGHOUT SPACE. REMOVE MASTIC & MORTARAND SCARIFY CONCRETE IN PREPARATION OF NEW FLOOR FINISH.09CONTRACTOR SHALL REMOVE TOILET PARTITIONS AND PREPARE TO INSTALL NEWPARTITIONS. REFER TO FLOOR PLAN FOR REQUIRED CONFIGURATION.10CONTRACTOR SHALL REMOVE RUBBER FLOOR & STAIR TREADS AND SCARIFY CONCRETEFOR NEW FLOOR FINISH. ALL VOIDS IN CONCRETE SHALL BE FILLED WITH EPOXY.11CONTRACTOR SHALL REMOVE ALL VINYL WALL COVERING AND REPAIR GYPSUM BOARD ASREQUIRED FOR LEVEL 5 FINISH.12REMOVE EXISTING VINYL BASE AND PREPARE FOR INSTALLING NEW VINYL BASE.13DEMO EXISTING WINDOW SILL AND PREPARE TO INSTALL NEW.14PATCH AND REPAIR EXISTING GYPSUM BOARD IN PREPARATION FOR LEVEL 5 FINISH.15CONTRACTOR SHALL REMOVE EXISTING LAY-IN CEILING AND PREPARE TO INSTALL NEWLAY-IN CEILING. REFER TO A2.1 & A2.2.16DEMO BENCH AND REPAIR BASE AS REQUIRED.17DEMO PLUMBING ACCESSORIES AND PREPARE TO INSTALL NEW ACCESSORIES.18DEMO CMU TO INSTALL NEW WINDOW. PERIMETER OF OPENING SHALL BE FLUSH CMUBLOCKS. REFER TO FLOOR PLAN FOR LINTEL.19EXISTING FIXTURES SHALL BE DEMO'D. CONTRACTOR SHALL COORDINATE WITH OWNER IFFIXTURE IS TO BE REUSED OR DISPOSED OF.20EXISTING MILLWORK SHALL BE DEMO'D AND AREA PREPARED TO INSTALL NEW MILLWORK.REFER TO FLOOR PLAN.21RELOCATED FIXTURE, REFER TO ELECTRICAL PLANS FOR NEW POWER CONNECTION.22CONTRACTOR SHALL REMOVE EXISTING CARPET AND PREPARE TO INSTALL NEW FLOORFINISH.23CONTRACTOR SHALL REMOVE ALL CERAMIC WALL TILE AND PREPARE WALL FOR NEW WALLFINISH.24DEMO RECESSED PAPER TOWEL DISPENSER. PROVIDE BLOCKING FOR ELECTRIC HANDDRYER. INFILL VOID WITH WALL CONSTRUCTION AND FINISHES TO MATCH ADJACENT.25DEMO EXISTING PIT, REMOVING CONCRETE STAIRS AND STEEL FRAME. BOTTOM SLAB OFPIT SHALL BE BROKEN UP IN PLACE. ALL UTILITIES SHALL BE DISCONNECTED ANDREMOVED INCLUDING LIGHTING, SUMP PUMP, AND FLUID PUMP. PIT SHALL BE PREPPEDFOR INFILL OF STONE AND NEW CONCRETE SLAB DOWELED INTO EXISTING SLAB.THE CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR WITH THE DEMOLITION ANDARCHITECTURAL DRAWINGS. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS BEFOREBIDDING OR START OF ANY DEMOLITION WORK. CONTRACTOR MUST NOTIFY THEARCHITECT OF ANY DISCREPANCIES.1.DEMOLITION AT NO TIME PRIOR TO OR DURING CONSTRUCTION SHALL JEOPARDIZE THEINTEGRITY OF THE EXISTING BUILDING.2.THE CONTRACTOR TO PROTECT FROM DAMAGE ALL EXISTING FINISH WORK THAT IS TOREMAIN. ANY DAMAGE CAUSED BY DEMOLITION OR CONSTRUCTION IS TO BE REPAIRED TOORIGINAL STATE BY THE CONTRACTOR AT NO ADDITIONAL COST TO THEOWNER/ARCHITECT.3.THIS PLAN SHOWS GENERAL DEMOLITION WORK TO BE PERFORMED AND DOES NOTRELIEVE THE CONTRACTOR FROM OTHER DEMOLITION WORK REQUIRED TO PRODUCE THEBUILDING MODIFICATION SHOWN ON REMAINING CONSTRUCTION DOCUMENTS.4.DISPOSAL OF WASTE MATERIALS AND DEBRIS: EXCEPT WHERE NOTED, ALL WASTEMATERIALS AND DEBRIS REMOVED BECOME THE PROPERTY OF THE GENERAL CONTRACTORWHO SHALL PROMPTLY AND LEGALLY DISPOSE OF ALL. SUCH RUBBISH AND DEBRIS SHALLBE REMOVED EACH DAY AND AT THE JOB COMPLETION AND AT SUCH OTHER TIMES AS THERUBBISH MAY ACCUMULATE TO THE EXTENT OF INTERFERING WITH THE JOB PROGRESS ORBUILDING OPERATION.5.ALL MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS THAT ARE TO BEREMOVED/ABANDONED SHALL BE CAPPED AT IT'S SOURCE.6.CONTRACTOR IS RESPONSIBLE TO REVIEW ENTIRE SET AND UNDERSTAND ENTIRE SCOPEOF WORK. DEMOLITION PLANS DEFINE SPECIFIC AREAS OF WORK AND MAY NOT DETAILFULL SCOPE REQUIRED TO COMPLETE WORK.7.CONTRACTOR SHALL PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH ALL FEDERAL,STATE AND LOCAL REQUIREMENTS.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSOCIATED UTILITY DISCONNECT FEES.9.THE OWNER SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THE START OFCONSTRUCTION.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIORTO BEGINNING DEMOLITION WORK FOR THE EXACT LOCATIONS OF THE UTILITIES. THECONTRACTOR SHALL ARRANGE FOR THE DISCONNECTION, PROTECTION OR RELOCATION OFANY EXISTING UTILITY SERVICES, INCLUDING WATER, SEWER, GAS, ELECTRIC, TELEPHONE,AND CABLE.11.THE CONTRACTOR IS REQUIRED TO ASSURE HIMSELF OF LOCATION AND DEPTH OFEXISTING UTILITIES AND RELATED FEATURES AND SHALL REPORT AT ONCE TO THE OWNEROR ENGINEER ANY DISCREPANCIES WITH RESPECT TO INFORMATION INDICATED IN THECONTRACT DOCUMENTS.12.ALL DEMOLISHED BUILDING MATERIALS SHALL BE REMOVED FROM SITE AND LEGALLYDISPOSED OF.13.GAS, TELEPHONE AND ELECTRIC DISTRIBUTION SYSTEM REMOVALS AND ADJUSTMENTSSHALL BE DONE BY RESPECTIVE UTILITY COMPANIES AND PAID FOR SEPARATELY BYOWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THIS WORKINCIDENTAL TO THE CONTRACT. ALL ENVIRONMENTAL REMEDIATION WILL BE COMPLETEDBY OWNER PRIOR TO START OF CONSTRUCTION.14.ALL EXISTING UTILITIES ARE TO REMAIN IN SERVICE UNLESS SPECIFICALLY SHOWN TO BEREMOVED.15.ALL PIPES TO BE ABANDONED IN PLACE SHALL BE PLUGGED WITH MORTAR.16.THE CONTRACTOR SHALL ENSURE THAT ALL ADJOINED AREAS, INCLUDING ADJACENTSTREETS AND DRIVEWAYS, SHALL BE FREE OF DEBRIS AT ALL TIMES.17.ALL ABANDONED SANITARY SEWERS SHALL BE PLUGGED ON BOTH ENDS WITH TWO FOOTLONG NON-SHRINK CONCRETE OR MORTAR PLUG.18.CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL DEMOLITION WORK REQUIRED FOREACH PHASE OF THE PROJECT WITH THE OWNER.IF UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICTWITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASUREBOTH NATURE AND EXTENT OF CONFLICT, SUBMIT REPORT TO THE ARCHITECT IN WRITTENACCURATE DETAIL. PENDING RECEIPT OF DIRECTION FROM THE ARCHITECT, REARRANGESELECTIVE DEMOLITION SCHEDULE AS NECESSARY TO CONTINUE OVERALL JOB PROGRESSWITHOUT DELAY.19.20.REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN STRUCTURESAND SURFACES TO REMAIN TO CONDITIONS EXISTING PRIOR TO COMMENCEMENT OFDEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGEDBY DEMOLITION WORK.NOTES ON DEMOLITION PLAN ARE TYPICAL AND NOT ALWAYS REPEATED IN EVERYINSTANCE. CONTRACTOR TO FIELD VERIFY EXACT LOCATIONS.21.22.ALL EXISTING PLUMBING VENTS AND PIPE PENETRATIONS, NOT USED, SHALL BE REMOVEDAND ROOFING SHALL BE PATCHED AS REQUIRED.23.ALL EXISTING ROOF MOUNTED MECHANICAL EQUIPMENT, NOT USED, SHALL BE REMOVED.PROVIDE WATER TIGHT INSULATED ROOF CAP AND PATCH ROOFING AS REQUIRED. SEEMECHANICAL SHEETS FOR ADDITIONAL INFORMATION.24.ALL ENVIRONMENTAL REMEDIATION WILL BE COMPLETED BY OWNER PRIOR TO START OFCONSTRUCTION.25.THE BUILDING WILL REMAIN IN OPERATION DURING THE DURATION OF THE PROJECT.CONTRACTOR SHALL COMMUNICATE CONSTRUCTION SCHEDULE WITH STORE MANAGERMAINTAINING A (2) WEEK FORECAST. ALL PROJECT PHASING SHALL BE APPOINTED BYCONSTRUCTION MANAGER.26.DEMO PLANSECOND FLOORA0.2KEYED NOTESTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW KN1SECOND FLOOR DEMO PLANSCALE: 18" = 1'-0"03-07-182 REVISION #13NOT USED2NOT USEDGENERAL NOTESGNNORTHWALL LEGENDWL2222222222222 90'-0" 1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2" 1'-21 2"20'-91 2"23'-0"22'-6"21'-41 2"1'-11 2"133'-0"1112"30'-612"24'-6"21'-6"27'-0"27'-3"1'-3"114ELECTROOM111MENSLOCKER ROOM107RENTALMANAGER106SERVICEMANAGER108EQUIP./FILEROOM101RENTALLOBBY103STAIR #2105UNISEXRESTROOM112JANITORSCLOSET115STAIR #1109PARTSOFFICE116SERVICEBAYS117NEW OIL118STORAGEROOM #1119TIRESTORAGE120WASHEQUIPROOM121STORAGEROOM #2123WASH BAY122STAIR #3102VESTIBULE11'-0"11'-612"15'-3"3'-0"4'-0"114A113TECHLOUNGE115B115A116E116F116G116H113A112A111A109A1A1.3108A106A107A102A102B3A1.3101B104A104DRIVERLOUNGE101A103A103B116A116B116C116D122A122B121A120A123B123D123C123A117B117A118A105A1209081913TYP.1114TYP.7'-0"5A1.320152020030926L106TYP.34" HIGHCOUNTER1508081919081913100927TYP.7'-101 2"5'-512"34" HIGHCOUNTER15122006TYP.04272720050404040404040401W-12312121A1.4NO WORK IN THIS AREA UNLESS OTHERWISE NOTED0221A1.13BAY #1BAY #2BAY #3BAY #4BAY #5BAY #67'-10"3'-0"2A0.1071313EXISTING WATER/FIRE SPRINKLER RISER FOR BUILDING, NO CHANGE.EXISTING MECHANICAL CHASE.1.DO NOT SCALE DRAWINGS. DIMENSIONS ARE FOR CONSTRUCTION REFERENCE. ALLDIMENSIONS SHOULD BE FIELD VERIFIED AT TIME OF BID AND PRIOR TO CONSTRUCTION.ANY DISCREPANCIES SHOULD BE REPORTED IMMEDIATELY TO ARCHITECT.2.ALL PARTITION DIMENSIONS ARE TO FACE OF GYPSUM BOARD AND/OR NOMINAL FACE OFMASONRY UNLESS NOTED OTHERWISE.3.GYPSUM BOARD CONTROL JOINTS 30'-0" O.C. MAX.4.PROVIDE METAL CORNER BEAD AT ALL GYP. BD. OUTSIDE CORNERS.5.PROVIDE METAL J-BEAD AT ALL EXPOSED GYP. BD. ENDS.6.ALL WOOD, WOOD BLOCKING AND PLYWOOD TO BE FIRE TREATED.7.ALL FURRING TO RUN VERTICAL.8.CONTRACTOR TO SEAL ALL PIPE, DUCT, AND JOIST PENETRATIONS.9.FINISH FLOOR ELEVATION (0'-0") IS FOR REFERENCE ONLY.10.CAULK ALL PENETRATIONS AND OPENINGS TO PREVENT WATER AND AIR INFILTRATION.010211.PLUMBING WALLS SHALL HAVE WATER RESISTANT GYPSUM BOARD.12.REFER TO A4.2 FOR WINDOW AND DOOR SCHEDULES.13.DURING CONSTRUCTION PORTABLE FIRE EXTINGUISHERS SHALL BE ON SITE IN EVERYSTORAGE AND CONSTRUCTION SHED AND WHERE SPECIAL HAZARDS EXIST.EXISTING EYE WASH, NO CHANGE.03EXISTING CONDITION, NO SCOPE.04EXISTING TRANSFORMER, NO CHANGE.05EXISTING BOLLARDS, NO CHANGE.06EXISTING RECESSED PIT, INFILL WITH COMPACTED GRANULAR FILL AND CAP WITHCONCRETE SLAB. RE:A0.1-207EXISTING EXTERIOR WINDOW, CONTRACTOR SHALL ENSURE PERIMETER IS SEALED WITHCAULK, INTERIOR AND EXTERIOR.08EXISTING CMU WALL, NO CHANGE.09EXISTING VESTIBULE, NO CHANGE.10NEW CONTRACTOR SUPPLIED MILLWORK, CONTRACTOR SHALL RECEIVE AND INSTALL,INCLUDING ANY PLUMBING / ELECTRICAL CONNECTIONS.11RELOCATED FIXTURE, CONTRACTOR SHALL MAKE ELECTRICAL CONNECTION.12CONTRACTOR SHALL COORDINATE WITH OWNER, NEW OWNER SUPPLIED FIXTURES,CONTRACTOR TO RECEIVE AND INSTALL.13OWNER SHALL SUPPLY LOCKER AND BENCHES, CONTRACTOR TO INSTALL.143 5/8" 22 GA, METAL STUD 16" O.C. WITH 5/8" GYPSUM BOARD EACH FACE. GYPSUM BOARDSHALL EXTEND A MINIMUM OF 6" ABOVE CEILING AND HAVE A LEVEL 5 FINISH.153 5/8" 22GA METAL STUD 16" O.C. INFILLED WITH BATT INSULATION AND 5/8" WATERRESISTANT GYPSUM BOARD EACH FACE EXTENDING TO STRUCTURE ABOVE.16CONTRACTOR SHALL INFILL EXISTING METAL STUD CAVITY WITH BATT INSULATION ANDEXTEND NEW GYPSUM BOARD TO STRUCTURE ABOVE. GYPSUM BOARD SHALL BE PREPPEDFOR NEW FINISH.17NOT USED18NEW CABINET GRADE PLYWOOD WINDOW SILL TO MATCH EXISTING WITH PLASTIC LAMINATEALL SIDES AND UNLIKE EDGES CAULKED. REFER TO A4.1 FOR FINISH.19INSTALL NEW PLUMBING FIXTURE, CAULK PERIMETER WITH CLEAR SILICONE SEALANT, REFERTO PLUMBING PLAN.20REFER TO A4.2 FOR WINDOW SPECIFICATIONS.21RELOCATED STOREFRONT GLAZING AND DOOR PACKAGE.2214.PRIOR TO PREPARING GYPSUM BOARD WALLS FOR FINAL FINISH, CONFIRM ALL REQUIREDBLOCKING HAS BEEN INSTALLED FOR TV MONITORS, SCREEN, RESTROOM FIXTURES, ETC.15.REFER TO A4.1 FOR SCOPE OF ROOM FINISHES.REFER TO ELECTRICAL PLAN FOR REQUIRED TRENCH FOR CONDUIT TO MILLWORK.CONTRACTOR SHALL INFILL TRENCH TO MATCH ADJACENT SLAB. INSTALL .06 MIL VAPORBARRIER BELOW SLAB.2316.REFER TO A1.2 FURNISH AND INSTALL SUMMARY LIST FOR RESPONSIBILITY OF SUPPLYING,RECEIVING, AND INSTALLATION OF FIXTURES AND EQUIPMENT.17.ALL METAL STUD PARTITIONS THAT EXTEND UP TO ROOF SHALL BE INSTALLED WITH SLIPTRACK FOR DEFLECTION.REFER TO PARTIAL SLAB PLAN A1.1-4 FOR FLOOR PITCH REQUIREMENTS AT NEW FLOORDRAIN.24EXISTING SHIPS LADDER, NO CHANGE25EXISTING CMU WALLEXISTING FRAMED WALLNEW FRAMED WALL18.INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH CLASS B AND CLASS CREQUIREMENTS FOR A SPRINKLERED BUILDING. REFER TO INTERIOR WALL AND CEILINGSCHEDULE ON A1.2-3.FIXTURES PROVIDED & INSTALLED BY OWNER VENDOR.26CONTRACTOR TO COORDINATE WITH OWNER TO RELOCATE AND STORE EXISTING FURNITURE.27EXISTING 8" MASONRY(1) 4x4x5/16 HSS ANGLE(1) 4x3x5/16, HSS ANGLEL1PRIME AND PAINT LINTELGROUT CMU SOLID3'-4"4'-0"4'-0"L1(1) 4x3x5/16, 5'-0" LONG HSS ANGLE(1) 4x4x5/16, 5'-0" LONG HSS ANGLE2A1.1PERIMETER OF CMUOPENING SHALL BE FULLBLOCK, PRIME AND PAINTTO MATCH EXISTINGFINISHFLOOR PLAN A1.1KEYED NOTESGENERAL NOTESTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW GNKN1MAIN FLOOR PLANSCALE: 18" = 1'-0"2LINTEL SECTIONNORTHSCALE: 1 1/2" = 1'-0"3LINTEL ELEVATIONSCALE: 1/4" = 1'-0"4NOT USEDWALL LEGENDWL12-27-182 PERMIT RESPONSE 03-07-183 REVISION #1 33333333333333 1'-21 2"1'-11 2" 1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2"1112"30'-612"211WOMENSRESTROOM212MENSRESTROOM214OFFICE#5204STAIR #2208CONFERENCEROOM209STAIR #1203CLOSET202DAOFFICE201DMOFFICE205OFFICE#6213EMPLOYEEROOM217MEZZANINESTORAGE218STAIR #310'-5" 3'-6"209A211A212A210A214A215OFFICE#4216OFFICE#3207A215A216A206A204A201A202A207OFFICE#2206OFFICE#1203A217A15081926081908191511262727262215122020192715261908080808191919081908152627270404W-2W-2204A1.32A1.42521MEZZANINE SHOWN FORREFERENCE, NO SCOPE02208A210OFFICE #713202'-6"163'-2"EXISTING WATER/FIRE SPRINKLER RISER FOR BUILDING, NO CHANGE.EXISTING MECHANICAL CHASE.1.DO NOT SCALE DRAWINGS. DIMENSIONS ARE FOR CONSTRUCTION REFERENCE. ALLDIMENSIONS SHOULD BE FIELD VERIFIED AT TIME OF BID AND PRIOR TO CONSTRUCTION.ANY DISCREPANCIES SHOULD BE REPORTED IMMEDIATELY TO ARCHITECT.2.ALL PARTITION DIMENSIONS ARE TO FACE OF GYPSUM BOARD AND/OR NOMINAL FACE OFMASONRY UNLESS NOTED OTHERWISE.3.GYPSUM BOARD CONTROL JOINTS 30'-0" O.C. MAX.4.PROVIDE METAL CORNER BEAD AT ALL GYP. BD. OUTSIDE CORNERS.5.PROVIDE METAL J-BEAD AT ALL EXPOSED GYP. BD. ENDS.6.ALL WOOD, WOOD BLOCKING AND PLYWOOD TO BE FIRE TREATED.7.ALL FURRING TO RUN VERTICAL.8.CONTRACTOR TO SEAL ALL PIPE, DUCT, AND JOIST PENETRATIONS.9.FINISH FLOOR ELEVATION (0'-0") IS FOR REFERENCE ONLY.10.CAULK ALL PENETRATIONS AND OPENINGS TO PREVENT WATER AND AIR INFILTRATION.010211.PLUMBING WALLS SHALL HAVE WATER RESISTANT GYPSUM BOARD.12.REFER TO A4.2 FOR WINDOW AND DOOR SCHEDULES.13.DURING CONSTRUCTION PORTABLE FIRE EXTINGUISHERS SHALL BE ON SITE IN EVERYSTORAGE AND CONSTRUCTION SHED AND WHERE SPECIAL HAZARDS EXIST.EXISTING EYE WASH, NO CHANGE.03EXISTING CONDITION, NO SCOPE.04EXISTING TRANSFORMER, NO CHANGE.05EXISTING BOLLARDS, NO CHANGE.06EXISTING RECESSED PIT, INFILL WITH COMPACTED GRANULAR FILL AND CAP WITHCONCRETE SLAB. RE:A0.1-207EXISTING EXTERIOR WINDOW, CONTRACTOR SHALL ENSURE PERIMETER IS SEALED WITHCAULK, INTERIOR AND EXTERIOR.08EXISTING CMU WALL, NO CHANGE.09EXISTING VESTIBULE, NO CHANGE.10NEW CONTRACTOR SUPPLIED MILLWORK, CONTRACTOR SHALL RECEIVE AND INSTALL,INCLUDING ANY PLUMBING / ELECTRICAL CONNECTIONS.11RELOCATED FIXTURE, CONTRACTOR SHALL MAKE ELECTRICAL CONNECTION.12CONTRACTOR SHALL COORDINATE WITH OWNER, NEW OWNER SUPPLIED FIXTURES,CONTRACTOR TO RECEIVE AND INSTALL.13OWNER SHALL SUPPLY LOCKER AND BENCHES, CONTRACTOR TO INSTALL.143 5/8" 22 GA, METAL STUD 16" O.C. WITH 5/8" GYPSUM BOARD EACH FACE. GYPSUM BOARDSHALL EXTEND A MINIMUM OF 6" ABOVE CEILING AND HAVE A LEVEL 5 FINISH.153 5/8" 22GA METAL STUD 16" O.C. INFILLED WITH BATT INSULATION AND 5/8" WATERRESISTANT GYPSUM BOARD EACH FACE EXTENDING TO STRUCTURE ABOVE.16CONTRACTOR SHALL INFILL EXISTING METAL STUD CAVITY WITH BATT INSULATION ANDEXTEND NEW GYPSUM BOARD TO STRUCTURE ABOVE. GYPSUM BOARD SHALL BE PREPPEDFOR NEW FINISH.17NOT USED18NEW CABINET GRADE PLYWOOD WINDOW SILL TO MATCH EXISTING WITH PLASTIC LAMINATEALL SIDES AND UNLIKE EDGES CAULKED. REFER TO A4.1 FOR FINISH.19INSTALL NEW PLUMBING FIXTURE, CAULK PERIMETER WITH CLEAR SILICONE SEALANT, REFERTO PLUMBING PLAN.20REFER TO A4.2 FOR WINDOW SPECIFICATIONS.21RELOCATED STOREFRONT GLAZING AND DOOR PACKAGE.2214.PRIOR TO PREPARING GYPSUM BOARD WALLS FOR FINAL FINISH, CONFIRM ALL REQUIREDBLOCKING HAS BEEN INSTALLED FOR TV MONITORS, SCREEN, RESTROOM FIXTURES, ETC.15.REFER TO A4.1 FOR SCOPE OF ROOM FINISHES.REFER TO ELECTRICAL PLAN FOR REQUIRED TRENCH FOR CONDUIT TO MILLWORK.CONTRACTOR SHALL INFILL TRENCH TO MATCH ADJACENT SLAB. INSTALL .06 MIL VAPORBARRIER BELOW SLAB.2316.REFER TO A1.2 FURNISH AND INSTALL SUMMARY LIST FOR RESPONSIBILITY OF SUPPLYING,RECEIVING, AND INSTALLATION OF FIXTURES AND EQUIPMENT.17.ALL METAL STUD PARTITIONS THAT EXTEND UP TO ROOF SHALL BE INSTALLED WITH SLIPTRACK FOR DEFLECTION.REFER TO PARTIAL SLAB PLAN A1.1-4 FOR FLOOR PITCH REQUIREMENTS AT NEW FLOORDRAIN.24EXISTING SHIPS LADDER, NO CHANGE25EXISTING CMU WALLEXISTING FRAMED WALLNEW FRAMED WALL18.INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH CLASS B AND CLASS CREQUIREMENTS FOR A SPRINKLERED BUILDING. REFER TO INTERIOR WALL AND CEILINGSCHEDULE ON A1.2-3.FIXTURES PROVIDED & INSTALLED BY OWNER VENDOR.26CONTRACTOR TO COORDINATE WITH OWNER TO RELOCATE AND STORE EXISTING FURNITURE.27RENTAL/SERVICE COUNTER MILWORK(IM BRANDED)PTL--GCYGC TO RUN VOICE/DATA/POWER TOCOUNTERS. CONTRACTOR SHALL INSTALLPLUMBING FIXTURES.CLEAN/DIRTY UNIFORM LAUNDRY CABINET(IM BRANDED)PTL---YKEY DROP BOX (KEY KEEPER)----AIR COMPRESSOR (KAESER)-PRESSURE WASHER-OIL STORAGE TANKS (LUBE CUBE)---LUBRICATION EQUIPMENT (GRACO) / REELS--LIGHT FIXTURESGC--GC-PANEL BOARDS, CIRCUIT BREAKERS----COLUMN MOUNTED LIGHTS---COLUMN MOUNTED CORD REEL---DATA RACK (HOMACO)----INTERIOR SIGNAGE (ICON)PTL----LOCKERS (PENCO)GC----PARTS SHELVINGPTL---Y-FURNITURE PACKAGE (IWS)PTL--YGC TO MAKE FINAL ELECTRICALCONNECTIONSFLOOR SAFEGCGCGC--YGCGCGCGCGCPTLPTLPTLPTLREADING COMMERCIAL CARPET610-374-4438GCBASE BY G.C.PTLPTLYGC-CARPET----BUILDING INTERIOR1245678910111213141516171918-GCGCVILLA LIGHTING, WES MENDEL 314-633-0492PENSKE TRUCK LEASINGFURNISH AND INSTALL - SUMMARY LISTSUPPLIED BY GENERALRECEIVED BYINSTALLED BYPLUMBING BY CONNECTIONSGAS BYELECTRICAL BYNATIONAL ACCOUNTAREA AND ITEM DESCRIPTIONCOMMENTSPTL = PENSKE TRUCK LEASINGGC = GENERAL CONTRACTORL = LUBE CONTRACTORFSI = FUEL ISLAND CONTRACTORLEGEND----------------------------------------------TECH BREAK ROOM SEATING---Y3PTLGCGC-GCGCGCGCINTERIOR WALL AND CEILING FINISH REQUIREMENTSSPRINKLEREDGROUPINTERIOR EXITSTAIRWAYS,INTERIOR EXITRAMPS AND EXITPASSAGEWAYS.(a),(b)CORRIDORS ANDENCLOSURESFOR EXITACCESS,STAIRWAYS ANDEXIT ACCESSRAMPSROOMS ANDENCLOSEDSPACES(c)BCLASS BCLASS CCLASS CS2015 MBC TABLE 803.9Class A:=Flame spread index 0-25; smoke-developed index 0-450.Class B:=Flame spread index 26-75; smoke-developed index 0-450.Class C:=Flame spread index 76-200; smoke-developed index 0-450.CLASS CCLASS CCLASS CFor SI: 1 inch = 25.4 mm, 1 square foot = 0.0929m2.a.Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surfacearea in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base andfireblocked as required by Section 803.11.1.b.In other than Group I-2 occupancies in buildings less than three stories above grade plane of other than Group I-3, Class B interiorfinish for nonsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted in interior exit stairways and ramps.c.Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire-resistance rating isrequired for structural elements, the enclosing partitions shall extend from the floor to the ceiling. Partitions that do not comply with thisshall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicablerequirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing factor regardless of the groupclassification of the building or structure.d.Lobby areas in Group A-1, A-2 and A-3 occupancies shall not be less than Class B materials.e.Class C interior finish materials shall be permitted in places of assembly with an occupant load of 300 persons or less.f.For places of religious worship, wood used for ornamental purposes, trusses, paneling or chancel furnishing shall be permitted.g.Class B material is required where the building exceeds two stories.h.Class C interior finish materials shall be permitted in administrative spaces.i.Class C interior finish materials shall be permitted in rooms with a capacity of four persons or less.j.Class B materials shall be permitted as wainscotting extending not more than 48 inches above the finished floor in corridors and exitaccess stairways and ramps.k.Finish materials as provided for in other sections of this code.l.Applies when protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1.or 903.3.1.2.8.THE CONTRACTOR IS RESPONSIBLE FOR ALL TESTING AND INSPECTIONS NOT PERFORMED BYTHE LOCAL MUNICIPALITY.9.ALL BLOCK WALLS THAT HAVE VINYL WALL COVERING CALLED OUT AS THE FINISH MUSTHAVE SHEET ROCK EITHER LAMINATED TO THE BLOCK OR THE WALL MUST BE FURRED OUTAND SHEET ROCK SCREWED TO THE FURRING STRIPS.10.ALL LOUVERS, VENTS, PIPES, ETC., PENETRATING THE SIDEWALLS WILL HAVE A BAKED-ONFINISH. THE COLOR WILL MATCH THE METAL FASCIA AS CLOSELY AS POSSIBLE.11.CONTRACTORS WILL INCLUDE INSTALLATION OF OWNER-FURNISHED COUNTERS IN HISBID.12.CONTRACTOR WILL MAKE ALL UTILITY CONNECTIONS (WATER, ELECTRIC, GAS, ANDEXHAUST) REQUIRED TO COMPLETE THE INSTALLATION OF THE AUTOMATIC TRUCK WASHAND WATER SOFTENER.13.THE CONTRACTOR WILL INSTALL THE OWNER-FURNISHED PRESSURE WASHER.14.THE CONTRACTOR WILL FURNISH AND INSTALL THE ANCHOR BOLTS FOR THE STRUCTURALSTEEL ON THE PRE-ENGINEERED BUILDING.15.BECAUSE OF SCHEDULING AND TRADE COORDINATION, THE CONTRACTOR WILL HAVE ALLLOAD BEARING MASONRY WALLS FOR THE OFFICE CORE AND STORAGE CORE ERECTEDWITHIN FIVE CALENDAR DAYS OF THE ERECTION OF THE METAL BUILDING FRAMES.16.THE OIL WATER SEPARATOR MUST BE INSTALLED SUCH THAT THE FUEL ISLAND DRAINS (IFUSED), SERVICE AREA FLOOR DRAINS, STORAGE DRAINS AND WASH BAY DRAINS FEED INTOIT BEFORE RUNNING TO THE MUNICIPAL SEWER SYSTEM.17.CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND ELECTRICAL CONNECTIONS OFALL OWNER-PROVIDED SIGNAGE, BOTH SITE AND BUILDING.18.CONTRACTOR WILL SUPPLY AND INSTALL ALL EXTERIOR WINDOWS AND INTERIOR WINDOWWALL MINI BLINDS INSIDE THE BUILDING.1.THE OWNER WILL PROVIDE ALL EQUIPMENT LISTED ON THE LUBE EQUIPMENT CHECKLIST.THE CONTRACTOR WILL PROVIDE ALL PIPING, FITTINGS, BALL VALVES, LABOR, ETC.,REQUIRED TO INSTALL THE SYSTEM.2.THE CONTRACTOR WILL INITIATE A SCHEDULE TO ENSURE DELIVERY OF ALLOWNER-FURNISHED EQUIPMENT TO AVOID DELAYING THE PROJECT SCHEDULE.3.THE CONTRACTOR WILL RECEIVE AND STORE ALL OWNER-FURNISHED EQUIPMENT ANDMATERIAL AT A LOCATION DESIGNATED BY THE CONTRACTOR. IF THE CONTRACTORDESIGNATES A LOCATION OTHER THAN THE JOB SITE, IT WILL BE THE CONTRACTOR'SRESPONSIBILITY TO HAVE THE MATERIAL DELIVERED TO THE JOB.4.THE CONTRACTOR IS RESPONSIBLE FOR ALL OWNER-FURNISHED MATERIAL AND EQUIPMENTFROM THE TIME OF RECEIPT UNTIL SUCH TIME AS OWNER OCCUPIES THE BUILDING. THISINCLUDES ANY DAMAGE OR MISSING PARTS NOT NOTED BY CONTRACTOR AT TIME OFDELIVERY.5.THE CONTRACTOR WILL COORDINATE ALL UTILITY CONNECTIONS AND INSTALLATIONS FORTHE PROJECT. CONTRACTOR WILL INCLUDE ALL SLEEVE, EXCAVATION COMPACTION OF FILL,STONE BACKFILL, CONCRETE PADS, PIPE ENCASEMENT, ETC., REQUIRED BY, BUT NOTINCLUDED BY THE UTILITY COMPANY.6.THERE WILL BE NO EXPOSED WIRING OR CONDUITS ON THE WALLS OF THE SERVICE BAYSOR WASH BAY. ALL CONDUITS AND WIRING WILL BE INSTALLED INSIDE THE BLOCK WALLSWHERE POSSIBLE. ALL PIPING HANGING FROM THE CEILING WILL BE INSTALLED WITHUNIFORM SPACING AND WILL BE PARALLEL/PERPENDICULAR TO THE WALL AND/ORSTRUCTURAL MEMBER. WHERE THE LUBE PIPING MUST BE FASTENED TO THE WALL, IT WILLBE PERPENDICULAR TO THE FLOOR WITH UNIFORM SPACING OF NOT MORE THAN TWO PIPEDIAMETERS BETWEEN PIPES. THERE WILL BE NO 90-DEGREE TURNS ON THE WALL. ALLTURNS WILL BE MADE AT THE PUMP, WHERE THE WALL MEETS THE CEILING, AT A COLUMNLINE AND AT THE REEL. THE CONTRACTOR WILL “DESIGN” THE PIPE LAYOUT AND WILLDISCUSS THE INSTALLATION WITH THE PENSKE PROJECT MANAGER PRIOR TO INSTALLINGTHE PIPE.7.ALL EXPOSED CONDUITS AND PIPES WILL BE PAINTED PER SPECIFICATIONS; I.E., TO MATCHTHE SURFACE THEY PASS OVER.THE FOLLOWING INSTRUCTIONS CONSIST OF ITEMS WHICH ARE UNIQUE TOOUR CONSTRUCTION PROCEDURES.FLOOR PLANSECONDA1.2KEYED NOTESGENERAL NOTESTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW GNKN2SECOND FLOOR PLANSCALE: 18" = 1'-0"12-27-172 PERMIT RESPONSE1MEZZ PLANSCALE: 18" = 1'-0"3FLAME RATING SCHEDULENORTHNORTHWALL LEGENDWL03-07-183 REVISION #1 406-11-184 REVISION #2 CEILINGF.F.CT-7CT-6CT-6CT-5CT-2LOCKERS FURNISHEDAND INSTALLEDBY GC, TYP.TILEBASEFINISHFLOORLOCKER3 ROWS OF CERAMICTILE ABOVE LOCKERSCT-7CT-6CT-5CT-2SLOPED TOPON LOCKERS36" MIN.48" MIN.19"MAX.18" MIN.12"MAX.42" MIN.54" MIN.8" MIN.30"39"-41" MIN.16"-18"11"MIN.29" MIN. 34" MAX. 38" MAX. 18" MIN.17"27" MIN.17" MIN.CLEARFLOORSPACE24" MIN.17"-19" 15" MIN. 39" - 41" 33" - 36"7"-9"33" - 36"12"MIN.LAVATORYTOILETNO TILE BEHINDTYPICAL METALLOCKERS2 TILE(11) ROWS OF TILE6"DRINKING FOUNTAIN6" MAX.17"8" MIN.9" MIN. 27" MIN. 36" MAX.3 1/2"18"-19"18"-19"48" MIN.ELKAY APRONLKAPREZL16" 18" MIN. 16"MIN.MIN.E.D.F.5" MIN.15" MAX.SPOUTMIN.1. CONTROLS AND OPERATING MECHANISMS SHALL BE INSTALLED WITH THE HIGHEST OPERABLE PART FOR UNOBSTRUCTED REACHES 48" FORWARD AND 54" ON THE SIDE.2. HOT WATER AND DRAIN PIPES SHALL BE INSULATED OR PROTECTED, THERE SHALL BE NO SHARP ABRASIVE SURFACES.3. FLUSH CONTROLS SHALL BE MOUNTED ON WIDE SIDE OF TOILET AREA NO HIGHER THAN 44" A.F.F.4. TOILET PAPER DISPENSER MOUNTING HEIGHTS - SHALL BE WITHIN REACH OF 36" MAXIMUM FROM THE BACK WALL TO FRONT EDGE OF TOILET PAPER DISPENSER, MUST ALLOW CONTINUOUS FLOW.5. ALL MOUNT LOCATIONS, FIXTURE HEIGHTS, TYPES, ETC. TO MEET ALL LOCAL, STATE AND FEDERAL REGULATIONS.6. SET FLOOR DRAIN @-1/2" BELOW FINISH FLOOR TO ENSURE THAT FLOOR SLOPE DOES NOT EXCEED 1" IN 20" TYPICAL.7.PROVIDE BLOCKING SUPPORTS IN WALL TO RECEIVE GRAB BARS AND SINKS8.INSIDE CLEAR DIMENSION SHOWN ARE AS REQUIRED TO MEET HANDICAPPEDCLEARANCE CRITERIA. COORDINATE STUD/SUBSTRATE DIMENSIONS W/WALL TYPES SHOWN ON FLOOR PLAN9.PROVIDE FRT WOOD BLOCKING IN WALL BEHIND ALL WALL MOUNTED TOILETACCESSORIES & EQUIPMENT10.THE RESTROOM LAYOUT IS BASED ON AND COMPLIES W/ THE 2015MINNESOTA ACCESSIBILITY CODE. PLEASE NOTE THE FOLLOWINGSECTIONS:TOILET ROOM NOTES36" GRAB BAR MOUNTED PER TYPICAL ADA REQUIREMENTS- SEE A1.3/8. BRADLEY 81248" GRAB BAR MOUNTED PER TYPICAL ADA REQUIREMENTS- SEE A1.3/8. BRADLEY 81218" VERTICAL GRAB BAR MOUNTED PER TYPICAL ADAREQUIREMENTS - SEE A1.3/8. BRADLEY 81224"W X 48"H X 1/4" PLATE MIRROR MOUNTED NOT MORETHAN 38" A.F.F. BRADLEY 78148"W X 48"H X 1/4" PLATE MIRROR MOUNTED NOT MORETHAN 38" A.F.F. BRADLEY 78124" WIDE X 5'-0" H MIRROR WITH 1" FRAME MOUNTED 18"A.F.F. BRADLEY 781TOILET PAPER DISPENSER BOBRICK B-2840LAVATORY - FAUCETS WRIST-BLADE/LEVER OPERATED,PUSH-TYPE OR ELECTRONICALLY CONTROLLEDMECHANISMS. IF SELF CLOSING VALVES ARE USEDFAUCET SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS.REFER TO PLUMBING PLAN.H.C. TOILET FIXTURE - TOP OF RIM AT 19" A.F.F. REFERTO PLUMBING PLAN.TOILET FIXTURE, REFER TO PLUMBING PLANPIPE INSULATION KIT, AMERICAN GRANBY HC500RACCESSIBILITY SIGNTOILET ACCESSORY SCHEDULEH.C. URINAL - MIN. 14" DEEP ELONGATED RIM AT 17"A.F.F. MAXIMUM W/ FLUSH CONTROL MOUNTED NO MORETHAN 44" A.F.F. REFER TO PLUMBING PLAN.CLOTHES HOOK SHALL BE 15" MINIMUM TO 48"MAXIMUM ABOVE THE FINISHED FLOOR BEHIND STALLDOORSTOILET PARTITIONS - STAINLESS STEEL SATIN #4 FINISHELECTRIC HAND DRYER: XELERATOR MODEL # XL-SBMECHANICAL SINK - CUSTOM 5'-0", 2 STATION SINK.REFER TO PLUMBING PLAN FOR MODEL.CLEAN UNIFORM LOCKER - BY IMBRANDED, PTLCONTRACTOR INSTALL ASSEMBLED UNITS.DIRTY UNIFORM LOCKER - BY IMBRANDED, PTLCONTRACTOR INSTALL ASSEMBLED UNITS.COMBINATION CLEAN & DIRTY UNIFORM LOCKER, BYIMBRANDED, PTL CONTRACTOR TO INSTALL ASSEMBLEDUNITSSOAP DISPENSERLOCKERBOOT LOCKERFEMININE NAPKIN DISPOSAL, BRADLEY 4722-15NAPKIN VENDOR, BRADLEY 401WASTE RECEPTACLE, BRADLEY 3251-10SEAT COVER DISPENSER, BRADLEY 5831LOCKER SLOPE TOP CLOSURELOCKER FRONT FILLERNOT USEDCLOTH TOWEL ROLL CABINET - DARMAN - ENDURA II61 4"6'-0"1'1'-6"8'-0"FULL TILEWITH CEILINGPAINT ABOVEFULL TILEWITH CEILINGPAINT ABOVE4.27.4 OPERATION. CONTROLS AND OPERATING MECHANISMS SHALL BEOPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TOACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBF (22.2 N).4.26.2 GRAB BARS. OUTSIDE DIAMETER - MIN. 1 1/4", MAX. 1 1/2", SPACEBETWEEN WALL AND GRAB BAR - 1 1/2".4.19.5 FAUCETS. FAUCETS SHALL COMPLY WITH 4.27.4. LEVER-OPERATEDPUSH- TYPE, AND ELECTRONICALLY CONTROLLED MECHANISMS AREEXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWEDIF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.4.19.4 EXPOSED PIPES AND SURFACES. HOT WATER AND DRAIN PIPESUNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE CONFIGURED TOPROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVESSURFACES UNDER LAVATORIES.4.16.5 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED ORAUTOMATIC AND SHALL COMPLY WITH 4.27.4. CONTROLS FOR FLUSHVALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS NO MORETHAN 44" (1120mm) ABOVE THE FLOOR.4.27.5 THE STRAIGHT CLEAR APPROCH TO THE BABY CHANGING STATION,HAND DRYER AND BABY SEAT SHALL BE 30" WIDE CENTERED ON THEFIXTURE.MIN. CLR.17" MAX.2'-6"3'-8"URINALMEN6" TYP.9" TYP.CENTER OF SIGN TO STRIKESIDE OF DOOR48" MIN AFF TYP. TO BOTTOM OF BRAILLE 60" MAX WOMENRAISED GENDERSYMBOL (TYP.)RAISED GENDERSYMBOL (TYP.)RAISED GENDERTEXT (TYP.)RAISED BRAILLEGENDER TEXT (TYP.)NOTE:STANDARD CHARACTERSMUST BE RAISED 1/32"NOTE:SIGNS SHALL CONFORMTO NC ACCESSIBILITYCODE AND LOCALGUIDELINES, WHICHEVERIS MORE STRINGENT.ACCESSIBILITY SIGNAGEFURNISHED AND INSTALLEDBY GENERAL CONTRACTOR123456789101112131415161718192021222324252627HAND DRYERHANDDRYER37" MAX.282930313242" GRAB BAR MOUNTED PER TYPICAL ADA AMBULATORYREQUIREMENTS - SEE A1.3/8. BRADLEY 8128" TYP. 17"-19"ADA BENCH W/ BACK SUPPORTPEDESTAL ANCHOREDINTO CONCRETE WITH12" DIA ANCHOR BOLTS2" 1'-4"212"20"-24"3'-6"MAX. TO BACKSUPPORT17"-19"ADA BENCH AT WALLPEDESTAL ANCHOREDINTO CONCRETE WITH12" DIA ANCHOR BOLTS3'-6"20"-24"33MOP BASIN5'-11"3'-2"5'-0"3'-7"4'-0"EQ.EQ.6A1.39A1.3ABCD2218107141327141919732155112116128TYP.2829TYP.2829TYP.283123232323632" DOOR32" DOOR32TYP.11A1.3ABCD21167232492741118121" OVERHANG6" HIGHCOVED TILEBASE3/4" PLYWOOD6 1/4"17"2X6 BRACE @ 24"O.C.18" LOCKER2X6 JOIST12A1.3ABCD13A1.3ABCD4821167102771027161111842421AB927312715132752111822181928152361532EACHSIDEABCD2192734111232277978161624241AB11482171027ABCD4111142116277108821CD165118222228232831232929CD710211627411824PLANS & ELEVSENLARGEDA1.3ASACCESSORY SCHEDULESCALE: 1/2" = 1'-0"8TYP. ADA REQUIREMENTSSCALE: 1 1/2" = 1'-0"5LOCKER BASE DETAILSCALE: 1/2" = 1'-0"6TYP. LOCKER DETAILSCALE: 1/2" = 1'-0"7RESTROOM/LOCKER ROOMSCALE: 1/4" = 1'-0"3UNISEX RESTROOM2NOT USEDSCALE: 1/4" = 1'-0"1MEN'S LOCKER ROOMSCALE: 1/4" = 1'-0"4SECOND FLR. RESTRM.13MEN'S RESTRM. ELEVSSCALE: 1/8" = 1'-0"101112SCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"WOMEN'S RESTRM. ELEVSUNISEX RESTRM. ELEVSNOT USEDTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 9MEN'S LOCKER ROOM ELEVATIONSTNTOILET ROOM NOTES03-07-182 PERMIT RESPONSE 06-11-183 REVISION #2 ADJUST.SHELFADJUSTABLE SHELVES5'-0" V.I.F.(4 EQ.)27" CLEARPROVIDE SPACETO BE ACCESSIBLEBY WHEELCHAIRPER LOCAL ANDFEDERAL REQ.ELEC. OUTLET. SEEELEC. DWG'STYPICALCABINETS; FRONTSIDE & BOTTOM[PL-7] (TYP.)2'-6" V.I.F.2'-514" V.I.F.5'-412" V.I.F.2'-10"2'-2" 3'-0"COUNTER HEIGHT 5'-0"4"BASE8'-0"COUNTER TOPS[PL-6]CABINET/DRAWERS [PL-7]OP-1MR-14"MR-1ADJUSTABLE SHELVES7'-4" V.I.F.(5 EQ.)2'-10"2'-2" 3'-0" COUNTER HEIGHT 5'-0" 8'-0"5'-0"4"BASEELEC. OUTLET/DATA- SEE ELEC. DWG'STYPICALCABINET/DRAWERS [PL-7]MR-1OP-1CABINETS; FRONT &BOTTOM [PL-7](TYP.)COUNTER TOPS[PL-6]OP-14"2'-4" V.I.F.ADA COMPLIANTUNDER-COUNTERREFRIGERATOROP-1MR-1EQUALMARLITE 4'-0 PANELSEQUAL SPACES AT ENDS5'-0" 4" BASE 4'-8"4'-0"4'-0"4'-0"EQUAL8'-0"VINYL BASE INSTALLED OVER PANELELEVATIONSINTERIOR A1.4THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 03-07-182 REVISION #1 SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"2EMPLOYEE ROOM ELEVATION1TECH LOUNGE ELEVATION3TYPICAL LOUNGE ELEVATION222 90'-0" 1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2" 1'-21 2"20'-91 2"23'-0"22'-6"21'-41 2"1'-11 2"133'-0"1112"30'-612"24'-6"21'-6"27'-0"27'-3"1'-3"90'-0" 1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2" 1'-21 2"20'-91 2"23'-0"22'-6"21'-41 2"1'-11 2"133'-0"1112"30'-612"24'-6"21'-6"27'-0"27'-3"1'-3"8'-0"048'-0"028'-0"048'-0"0407078'-0"048'-0"058'-0"048'-0"048'-0"038'-0"048'-0"038'-0"048'-0"048'-0"0101010101010101010609060906090609060906090609060906090609060906090609NO SCOPE OF WORK010203040506EXISTING PREFINISHED ALUMINUM CEILING, POWER WASH.EXISTING OPEN STRUCTURE, NO CHANGENEW 2'X4' SUSPENDED GRID AND ACOUSTICAL CEILING TILESEXISTING SUSPENDED GRID. REPLACE PADS WITH NEW. PAINT GRID WHITE.NEW 2'x2' SUSPENDED GRID AND ACOUSTICAL CEILING TILESREFER TO LIGHTING PLAN FOR LIGHTING SCOPE.0708EXISTING EXTERIOR CANOPY, NO CHANGE.DEMO EXISTING CEILING SYSTEM AND PREPARE TO INSTALL NEW CEILING SYSTEM.NEW CEILING LAYOUT SHALL MATCH EXISTING. DIFFUSERS AND LIGHTS SHALL BEREPLACED, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR FIXTUREREPLACEMENT.09REFER TO MECHANICAL PLAN FOR SUPPLY AND RETURN DIFFUSER SCOPE.8.7.ATTACH SUPPORTS FOR HANGING SIGNS TO STEEL JOIST BOTTOM CHORD AT PANELPOINTS.6.4.5.3.2.MAIN TEE OF ACOUSTICAL CEILING GRID AT SALES AREA ARE TO RUN FROM SIDE TO SIDEOF STORE, MATCHING EXISTING CONDITION.1.PROVIDE LATERAL BRACING AT SUSPENDED CEILING SYSTEMS W/FOUR #12 GA. WIRETIED TO STRUCTURE & SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER,SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES TO CEILING PLANE; PLACEBRACING AT 12'-0" O.C. EA. WAY & WITHIN 4'-0" OF PERIMETER WALLS; LATERALBRACING SHALL CONFORM TO ASTM STANDARDS C635 & C636.PAINT ALL INTERIOR GYPSUM BOARD CEILINGS AND SOFFITS.9.EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED PER NEW CEILING LAYOUT.SPRINKLER CONTRACTOR UNDER SEPARATE PERMIT SUBMIT DESIGN/BUILD SPRINKLERPLAN PER SPECIFICATIONS.PROVIDE HANGERS AT EACH END OF EACH LIGHT FIXTURE, REFER TO LIGHTINGPLAN.REUSED DIFFUSERS SHALL BE EITHER CLEANED AND PAINTED, OR REPLACED.REFER TO FINISH SCHEDULE FOR CEILING PAINT COLOR AND CEILING SYSTEMSEXISTING CEILING HANGERS CAN BE REUSED IF MEETING MFG SUPPORT REQUIREMENTS.10.CLEAN ALL LENSES AND DIFFUSERS.1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2"1112"30'-612"1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2"1112"30'-612"040404040408040804040804CEILING PLANREFLECTEDA2.1KEYED NOTESGENERAL NOTESTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW GNKN1REFLECTED CEILING PLAN, MAIN FLOORSCALE: 18" = 1'-0"NORTH03-07-182 REVISION #12DEMO REFLECTED CEILING PLAN, MAIN FLOORSCALE: 18" = 1'-0"NORTH3NOT USED22222222222222222222222222 1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2"1112"30'-612"8'-0"048'-0"048'-0"8'-0"048'-0"048'-0"028'-0"048'-0"088'-0"048'-0"048'-0"048'-0"048'-0"048'-0"048'-0"0406090609060906090609060906090609060906090609060906090609020406098'-0"028'-0"0206098'-0"03010203040506EXISTING PREFINISHED ALUMINUM CEILING, POWER WASH.EXISTING OPEN STRUCTURE, NO CHANGENEW 2'X4' SUSPENDED GRID AND ACOUSTICAL CEILING TILESEXISTING SUSPENDED GRID. REPLACE PADS WITH NEW. PAINT GRID WHITE.NEW 2'x2' SUSPENDED GRID AND ACOUSTICAL CEILING TILESREFER TO LIGHTING PLAN FOR LIGHTING SCOPE.8.7.ATTACH SUPPORTS FOR HANGING SIGNS TO STEEL JOIST BOTTOM CHORD AT PANELPOINTS.6.4.5.3.2.MAIN TEE OF ACOUSTICAL CEILING GRID AT SALES AREA ARE TO RUN FROM SIDE TO SIDEOF STORE, MATCHING EXISTING CONDITION.1.PROVIDE LATERAL BRACING AT SUSPENDED CEILING SYSTEMS W/FOUR #12 GA. WIRETIED TO STRUCTURE & SECURED TO MAIN RUNNER WITHIN 2" OF CROSS RUNNER,SPLAYED 90 DEGREES FROM EACH OTHER AT 45 DEGREES TO CEILING PLANE; PLACEBRACING AT 12'-0" O.C. EA. WAY & WITHIN 4'-0" OF PERIMETER WALLS; LATERALBRACING SHALL CONFORM TO ASTM STANDARDS C635 & C636.PAINT ALL INTERIOR GYPSUM BOARD CEILINGS AND SOFFITS.9.EXISTING SPRINKLER SYSTEM SHALL BE MODIFIED PER NEW CEILING LAYOUT.SPRINKLER CONTRACTOR UNDER SEPARATE PERMIT SUBMIT DESIGN/BUILD SPRINKLERPLAN PER SPECIFICATIONS.PROVIDE HANGERS AT EACH END OF EACH LIGHT FIXTURE, REFER TO LIGHTINGPLAN.REUSED DIFFUSERS SHALL BE EITHER CLEANED AND PAINTED, OR REPLACED.REFER TO FINISH SCHEDULE FOR CEILING PAINT COLOR AND CEILING SYSTEMSEXISTING CEILING HANGERS CAN BE REUSED IF MEETING MFG SUPPORT REQUIREMENTS.0708EXISTING EXTERIOR CANOPY, NO CHANGE.DEMO EXISTING CEILING SYSTEM AND PREPARE TO INSTALL NEW CEILING SYSTEM.NEW CEILING LAYOUT SHALL MATCH EXISTING. DIFFUSERS AND LIGHTS SHALL BEREPLACED, REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR FIXTUREREPLACEMENT.09REFER TO MECHANICAL PLAN FOR SUPPLY AND RETURN DIFFUSER SCOPE.10.CLEAN ALL LENSES AND DIFFUSERS.1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2"1112"30'-612"1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2"1112"30'-612"04040404040404040404080408080408040808FLOOR RCPSECONDA2.2KEYED NOTESGENERAL NOTESTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEWGN KN2SECOND FLOOR RCPSCALE: 18" = 1'-0"NORTH03-07-182 REVISION #11SCALE: 18" = 1'-0"3NOT USEDDEMO SECOND FLOOR RCPNORTH4NOT USED3306-11-183 REVISION #2 90'-0" 1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2" 1'-21 2"20'-91 2"23'-0"22'-6"21'-41 2"1'-11 2"133'-0"1112"30'-612"24'-6"21'-6"27'-0"27'-3"1'-3"TS-4TS-4TS-4TS-2TS-6TS-3TS-3 TS-3TS-3TS-3TS-3TS-3TS-1OP-1WMR-1WCT-1FCT-2BCT-1FCT-2BCT-1FCT-2BCT-1FCT-2BOP-1WMR-1WFLEXFCB-1BOP-1WMR-1WVCT-1FCB-1BOP-1WTR-1FCB-1BOP-1WTR-1FCB-1BVCT-1FCB-1BVCT-1FCB-1BVCT-1FCB-1BVCT-1FCB-1BTS-3OP-1WOP-1WOP-1WC-1FCB-1BOP-1WWM-1FCT-2BCT-5WCT-6WCT-7WCT-5WCT-6WCT-7WOP-1WNO WORKCONTRACTOR SHALL PREP CONCRETE WITH ARDEX PRIOR TOINSTALLING VCT, FILLING IN ANY VOIDS OR FLOOR IMPERFECTIONS.LAY ALL VINYL COMPOSITION TILES IN ALTERNATING DIRECTIONS,"CHECKERBOARD" FASHION, EXCEPT AT SLIP RESISTANT TILEPROVIDE MANUFACTURER SPECIFIED MOISTURE TESTING OF CONCRETEPRIOR TO INSTALLATION OF ANY SAFETY FLOORING.5.TROWELS USED FOR TILE ADHESIVE APPLICATION SHALL HAVE NOTCHES132" DEEP, 116" WIDE AND SPACED 516" APART.SEE P1.1 FOR FLOOR DRAIN LOCATIONS.6.7.EXISTING FLOOR J-BOXES AND CLEANOUTS THROUGHOUT STORE ARE TO BEFLUSH WITH NEW TILE.8.FLOOR TILE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL PREPORATION OFEXISTING FLOOR PRIOR TO INSTALLATION OF NEW TILE, PER MANUFACTURESRECOMMENDATIONS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, REMOVINGALL EXISTING TILE AND LEVELING CONCRETE SUBFLOOR, SCRAPING EXISTINGFLOOR, ETC.9.CERAMIC TILE SHALL BE CLEANED PER MANUFACTURES RECOMMENDATIONS.10.INSTALL TILE AND GROUT PER MANUFACTURES SPECIFICATIONS.11.APPLY CURING COMPOUND AT ALL EXPOSED INTERIOR SLABS UNLESSNOTED OTHERWISE.FLOOR FINISHES TO BE REPAIRED WHERE CONCRETE SLAB BREAKOUTS OCCUR.FINISHES ARE TO BE INSTALLED ONCE SLAB WORK IS COMPLETE.4.3.2.1.12.CONTRACTOR SHALL REFER TO A4.1 FINISH SCHEDULE SELECTION.1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2"1112"30'-612"OP-1WTR-1FCB-1BC-1FCB-1BOP-1WC-1FCB-1BOP-1WC-1FCB-1BOP-1WC-1FCB-1BOP-1WC-1FCB-1BOP-1WC-1FCB-1BOP-1WC-1FCB-1BOP-1WC-1FCB-1BOP-1WC-1FCB-1BOP-1WVCT-1FCB-1BOP-1WMR-1WVCT-1FCB-1BOP-1WMR-1WOP-1WTR-1FCB-1BCT-1FCT-2BCT-1FCT-2BTS-2TS-2TS-5TS-5TS-2CT-5WCT-6WCT-7WCT-5WCT-6WCT-7WC-1FCB-1BOP-1WVCT-1FCB-1BOP-1WTS-2TS-2TS-2TS-2TS-2TS-2PLANFINISHA3.1GENERAL NOTESTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW GN1FINISH PLANSCALE: 18" = 1'-0"03-07-182 REVISION #12FINISH PLANSCALE: 18" = 1'-0"NORTHNORTH306-11-183 REVISION #2 WM-1VCT-1TS-5TS-4TS-3TS-2TS-1TR-1PL-7PL-6PL-5PL-4PL-3PL-2PL-1SP-9SP-8SP-6SP-1TP-1WB-1DIMENSION / NOTESCOLOR NAMES & FORMULADESCRIPTIONPRODUCTINTERIOR MATERIALS & FINISH SCHEDULEMFGLOCATIONCODEMATERIALACT-1ACT-2C-1CB-1CB-3CT-1CT-2CT-5CT-6CT-7D-6D-7D-8GT-1GT-2SP-2SP-3SP-4SP-5OP-1OP-2OP-3OP-4D-9SP-10THDROOM FINISH SCHEDULEROOM NAMENOFLOORWALLSSOUTHWESTNORTHEASTCEILINGFINISH NOTESMAT'LFINISHMAT'LFINISHMAT'LFINISHMAT'LFINISHMAT'LBASEFINISH** IF FINISH DOES NOT REACH THE TOP OF THE CMU BLOCK, THEN THE OVERALL FINISH HEIGHT IS TO BE ADJUSTEDACCORDINGLY.MR-1SS-1TS-61. G.W.B. = GYP. BOARD2. L.P. = LINER PANELS3. GL. = GLASS4. AL. = ALUMINUM FRAME5. SP* = SHOP PAINT. SEE NOTES.6. WRGB WATER RESISTANT GYPSUM BOARDSC-1101102103104105106107108109110111112113114115116118117119120122121123G.W.B.G.W.B.G.W.B.G.W.B.ALUM.GL.W.R.G.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.CMUG.W.B.G.W.B.G.W.B.G.W.B.ALUM.GL.G.W.B.G.W.B.G.W.B.G.W.B.ALUM.GL.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.G.W.B.201202203204205206207208209210211212213214215216217218-------EXISTING, NO CHANGE-------EXISTING, NO CHANGE-------EXISTING, NO CHANGE-------EXISTING, NO CHANGE-------EXISTING, NO CHANGE-------EXISTING, NO CHANGE-------EXISTING, NO CHANGE-------EXISTING, NO CHANGE-----------EXISTING, NO CHANGE---------EXISTING, NO CHANGESP-1aSP-7CB-1ACT-1RENTAL LOBBYCT-1SEE A1.3- FOR ELEVATION, WB-1CT-2VESTIBULEWM-1ACT-1-CB-1STAIR #2TR-1ACT-1PAINT RAIL, STRINGER, RISER SP-4CT-2DRIVER LOUNGECT-1ACT-1SEE A1.4-3 FOR ELEVATIONCT-2UNISEX RESTROOMCT-1ACT-1SEE A1.3-11 FOR ELEVATION*CB-1SERVICE MANAGERVCT-1ACT-1WB-1CB-1RENTAL MANAGERC-1ACT-1-CB-1EQUIP/FILE ROOMVCT-1ACT-1-CB-1PARTS OFFICEVCT-1ACT-1-NOT USEDCT-2MEN'S LOCKER ROOMCT-1ACT-2SEE A1.3-9 FOR WALL TILE*CB-1JANITOR'S CLOSETVCT-1ACT-2-CT-2TECH LOUNGECT-1ACT-1WB-1CT-2ELECT ROOMCT-1--CB-1STAIR #1TR-1G.W.B.G.W.B.G.W.B.G.W.B.ACT-1PAINT RAIL, STRINGER, RISER SP-4SERVICE BAYSNEW OILSTORAGE ROOM #1TIRE STORAGEWASH EQUIP ROOMSTORAGE ROOM #2STAIR #3WASH BAYCB-1DM OFFICEC-1ACT-1WB-1CB-1DA OFFICEC-1ACT-1WB-1CB-1CLOSETC-1ACT-1-CB-1STAIR #2TR-1ACT-1PAINT RAIL, STRINGER, RISER SP-4CB-1OFFICE #6C-1ACT-1-CB-1OFFICE #1C-1ACT-1WB-1CB-1OFFICE #2C-1ACT-1WB-1CB-1CONFERENCE ROOMVCT-1ACT-1WB-1CB-1STAIR #1TR-1ACT-1PAINT RAIL, STRINGER, RISER SP-4CB-1OFFICE #7C-1ACT-1WB-1CT-2WOMEN'S RESTROOMCT-1ACT-2SEE A1.3-12 FOR WALL TILE*CT-2MEN'S RESTROOMCT-1ACT-2SEE A1.3-13 FOR WALL TILE*CB-1EMPLOYEE ROOMVCT-1ACT-1-CB-1OFFICE #5C-1ACT-1-CB-1OFFICE #4C-1ACT-1-CB-1OFFICE #3C-1ACT-1-MEZZANINE STORAGESTAIR #3----------------------------------OP-1MR-1OP-1MR-1OP-1MR-1OP-1MR-1EXIST.EXIST.EXIST.EXIST.OP-1OP-1OP-1OP-1OP-1MR-1OP-1MR-1OP-1MR-1OP-1MR-1****OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1****OP-1OP-1OP-1OP-1OP-1MR-1OP-1MR-1OP-1MR-1OP-1MR-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1MR-1OP-1MR-1OP-1MR-1OP-1MR-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1********OP-1MR-1OP-1MR-1OP-1MR-1OP-1MR-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1OP-1WS-1------------FLEXSCHEDULEROOM FINISHA4.1THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 03-07-182 REVISION #1 3306-11-183 REVISION #2 HARDWARE SCHEDULECONTROLS & OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOTREQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST. FORCE REQUIRED TOACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS.3 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE1 EA GRADE 1 CYLINDER PRIVACY L9440 06L 630 SCH1 EA SURFACE CLOSER 4111 X TB 689 LCN1 EA KICK PLATE 8400 10" X 34" 630 IVE1 EA FLOOR STOP3 EA SILENCER SR64 GRY IVEALL REQUIRED HARDWARE IS TO BE FURNISHED ANDINSTALLED BY DOOR MFR. REFER ALSO TO SPECIFICATIONS3 EA HINGE 5BB1 4.5 X 4.5 652 IVE1 EA GRADE 1 CYLINDER LOCK L9050R X 06L 630 SCH1 EA SURFACE CLOSER 4011H 689 LCN1 EA KICK PLATE 8400 10" X 34" 630 IVE1 EA FLOOR STOP3 EA SILENCER SR64 GRY IVE1 EA THRESHOLD PEMKO 255-A WHERE TILE FLOOR OCCURS1 EA THRESHOLD PEMKO 271-A AT NON-TILE AREAS6 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE1 EA DUST PROOF STRIKE DP2 626 IVE1 PR AUTO FLUSH BOLT FB31P 630 IVE1 EA GRADE 1 CYLINDER PASSAGE L9010S X 06L 630 SCH1 EA COORDINATOR COR42 X FL20 X 2 EA. MB2 628 IVE1 EA ASTRAGAL 352CR 84" AL PEM2 EA CLOSER/HOLD 4111H SRI 689 LCN2 EA KICK PLATE 8400 10" X 35" 630 IVE2 EA FLOOR STOP6 EA SILENCER SR64 GRY IVEI EA THRESHOLD AND WEATHER STRIP PERIMETER OF DOORFRAMEPIN AT FLOOR3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE1 EA GRADE 1 CYLINDER PASSAGE L9010S X 06L 630 SCH1 EA SURFACE CLOSER 4011H SRI 689 LCN1 EA KICK PLATE 8400 10" X 34" 630 IVE1 EA FLOOR STOP1 SET SEALS S88D 17' DKB PEM1 EA DOOR SWEEP 315CN 36" AL PEM1 EA THRESHOLD 2727A @ DOOR 154 & 271A @ DOOR 1522 EA RAINDRIPS PEMKO3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE1 EA PUSH/PULL SET BY DR. MFG.1 EA RIM CYLINDER, FSIC 20-057 626 SCH1 EA GRADE 1 CYLINDER 20-061 626 SCH1 EA CLOSER/HOLD 4111H SRI 689 LCN1 EA CLOSER DROP PLATE 4040-18PA 689 LCN1 EA DOOR SWEEP 315CN 36" AL PEM 10 ONLY1 EA THRESHOLD 271-A 36" AL PEM 10 ONLY1 SET WEATHER STRIP BY FRAME MANUFACTURER IVE 10 ONLYHARDWARE SET 3HARDWARE SET 4HARDWARE SET 5HARDWARE SET 7HARDWARE SET 8HARDWARE SET 9HARDWARE SET 10HARDWARE SET 11MATERIALFRAMEWINDOW TYPESWIDTHWINDOW SCHEDULEMARKSIZEHEIGHTFINISHREMARKS:GLASSTYPEV=VISION (LIGHT GRAY-INSULATED WITH LOW-E ON #3 SURFACE)C=CLEAR 1/4" AT INTERIOR WINDOWSS=1" SPANDREL (BLACK-INSULATED)LOW E ON #3 SURFACE* ALL WINDOW MULLIONS TO BE 2" x 4 1/2" CENTER GLAZED SYSTEMU.O.N. CLEAR ANODIZED ALUMINUM EXCEPT AT OFFICE SIDELITEFRAMES, OFFICE SIDELITE FRAMES ARE WESTERN INTEGRATEDALUMINUMHARDWARE SET 12*DEFCBATYPICAL DOOR TYPESNOT USEDHARDWARE SET 6T=TEMPERED3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE1 EA CYLINDER LOCK L9050R X 06L 630 SCH1 EA SURFACE CLOSER 4111 CUSH SRI (WITH STOP) 689 LCN2 EA KICK PLATE 8400 10" X 34" 630 IVE1 SET SEALS S88D 17' DKB PEM1 EA DOOR SWEEP 315CN 36" AL PEM1 EA RAIN DRIP 346C 40" AL PEM1 EA THRESHOLD 271-A 36" AL PEM3 EA HINGE 5BB1HW 4.5 X 4.5 652 IVE1 EA SCHLAGE GRADE 2 CYLINDER PASSAGE A.L. SERIES1 EA FLOOR STOP3 EA SILENCER SR64 GRY IVEHARDWARE SET 1HARDWARE SET 2HARDWARE TO BE GRADE 'D' LEVER TYPEALL EXTERIOR MAN DOORS AND GATES TO BE RE-KEYED BYTHE GC AT THE COMPLETION OF THE PROJECT WITH KEYSTURNED OVER TO THE PENSKE PROJECT MANAGER.STAINLESS STEEL HARDWARE AT DOOR 154EXTERIOR MAN DOORS-STAINLESSSTEEL HARDWARE AT DOOR 152 AND 154W.I.C. X H.I.C. X THK.NO.TYPEMATERIALHDW.SETREMARKSDOORSDOOR SCHEDULEFRAMEGTOILET ROOM SINGLE USERINTERIOR - NON MORTISE OVERHEAD DOORSNOT USEDEXTERIOR ALUM STOREFRONT3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE1 EA GRADE 1 CYLINDER 20-061 626 SCH1 EA CLOSER/HOLD 4111H SRI 689 LCN1 EA CLOSER DROP PLATE 4040-18PA 689 LCN1 EA PUSH/PULL SET BY DOOR MFG.HARDWARE SET 13INTERIOR ALUM STOREFRONT3 EA HINGE 5BB1 4.5 X 4.5 652 IVE1 EA GRADE 1 CYLINDER LOCK L9050R X 06L 630 SCH1 EA KICK PLATE 8400 10" X 34" 630 IVE1 EA FLOOR STOP3 EA SILENCER SR64 GRY IVEWATER HEATER ROOMINTERIOR SERVICE BAYPAIR INTERIOR SERVICE BAYHARDWARE SET 143 EA HINGE 5BB1 4.5 X 4.5 NRP 652 IVE1 EA LOCK (COMBO LOCKSET), KABA ILCO SIMPLEX 5000 W/SCHLAGE KEY OVERRIDE, SATIN CHROME1 EA SURFACE CLOSER 4011H SRI 689 LCN1 EA KICK PLATE 8400 10" X 35" 630 IVE3 EA SILENCER SR 64 GRY IVEH3 EA HINGE 5BB1 4.5 X 4.5 652 IVE1 EA PUSH/PULL SET BY DR. MFG.1 EA CLOSER W/ O.H. STOP1 EA KICK PLATE 8400 10" X 34" 630 IVE1 EA FLOOR STOPCLEAR ANODIZED4'-0"SLIDING WINDOW CRL SERIES 1800W1ALUM1/4" CLEAR TEMPERED4'-0"PRE-FINISHED1'-2"W2H.M.1/4" CLEAR TEMPERED7'-2"RATING101A3'-0"x7'-0"x1 3/4"-WOODH.M.-1HR2101B3'-0"x7'-0"x1 3/4"-H.M.H.M.-1HR1102A3'-0"x7'-2"x1 3/4"-INSULATED ALUM.ALUM.---102B3'-0"x7'-2"x1 3/4"-INSULATED ALUM.ALUM.---103A3'-0"x7'-0"x1 3/4"-INSULATED H.M.--103B3'-0"x7'-0"x1 3/4"-H.M.-H.M.H.M.111HR104A3'-0"x7'-0"x1 3/4"AWOOD11H.M.3-105A3'-0"x7'-0"x1 3/4"AWOOD3H.M.3-106A3'-0"x7'-0"x1 3/4"-H.M.-H.M.11HR107A3'-0"x7'-0"x1 3/4"-WOOD-H.M.2-108A3'-0"x7'-0"x1 3/4"CINSULATED H.M.1INSULATED H.M.-109A3'-0"x7'-0"x1 3/4"-H.M.-H.M.11HR110ANOT USED111A3'-0"x7'-0"x1 3/4"-H.M.-H.M.11HR112A3'-0"x7'-0"x1 3/4"-H.M.-H.M.11HR113A3'-0"x7'-0"x1 3/4"-H.M.-H.M.11HR114A3'-0"x7'-0"x1 3/4"-H.M.-H.M.1-115A3'-0"x7'-0"x1 3/4"-H.M.-H.M.11HR115B3'-0"x7'-0"x1 3/4"-H.M.-H.M.1-116A3'-0"x7'-0"x1 3/4"-INSULATED H.M.-H.M.EXISTING, NO CHANGE-116B14'-0"x14'-0"-INSULATED---EXISTING, NO CHANGE116C14'-0"x14'-0"-INSULATED---EXISTING, NO CHANGE116D14'-0"x14'-0"-INSULATED---EXISTING, NO CHANGE116E3'-0"x7'-0"x1 3/4"-INSULATED H.M.-H.M.EXISTING, NO CHANGE-116F14'-0"x14'-0"-INSULATED---EXISTING, NO CHANGE116G14'-0"x14'-0"-INSULATED---EXISTING, NO CHANGE116H14'-0"x14'-0"-INSULATED---EXISTING, NO CHANGE117A3'-0"x7'-0"x1 3/4"-INSULATED H.M.-H.M.EXISTING, NO CHANGE-117B3'-0"x7'-0"x1 3/4"-H.M.-H.M.EXISTING, NO CHANGE-118APR 3'-0"x7'-0"x1 3/4"-H.M.-H.M.EXISTING, NO CHANGE-120APR 3'-0"x7'-0"x1 3/4"-H.M.-H.M.EXISTING, NO CHANGE-121A3'-0"x7'-0"x1 3/4"-H.M.-H.M.EXISTING, NO CHANGE-122A3'-0"x7'-0"x1 3/4"-INSULATED H.M.-H.M.EXISTING, NO CHANGE-122B3'-0"x7'-0"x1 3/4"-H.M.-H.M.EXISTING, NO CHANGE-123A14'-0"x14'-0"-INSULATED---EXISTING, NO CHANGE123B14'-0"x14'-0"-INSULATED---EXISTING, NO CHANGE123C3'-0"x7'-0"x1 3/4"-INSULATED H.M.-H.M.EXISTING, NO CHANGE-123D3'-0"x7'-0"x1 3/4"-INSULATED H.M.-H.M.EXISTING, NO CHANGE-201A3'-0"x7'-0"x1 3/4"-ALUM. / GLASS-ALUM.EXISTING, NO CHANGE-202A3'-0"x7'-0"x1 3/4"-ALUM. / GLASS-ALUM.EXISTING, NO CHANGE-203A3'-0"x7'-0"x1 3/4"-WOOD-H.M.-5204A3'-0"x7'-0"x1 3/4"-WOOD-H.M.1HR5206A3'-0"x7'-0"x1 3/4"A,W2WOOD14H.M.-6207A3'-0"x7'-0"x1 3/4"-WOOD-H.M.-5208A3'-0"x7'-0"x1 3/4"-WOOD-H.M.-5209A3'-0"x7'-0"x1 3/4"-WOOD-H.M.1HR5210A3'-0"x7'-0"x1 3/4"-ALUM. / GLASS-ALUM.-EXISTING, NO CHANGE211A3'-0"x7'-0"x1 3/4"-WOOD-H.M.-4212A3'-0"x7'-0"x1 3/4"-WOOD-H.M.-5214A3'-0"x7'-0"x1 3/4"-WOOD-H.M.-5215A3'-0"x7'-0"x1 3/4"-WOOD-H.M.-5216A3'-0"x7'-0"x1 3/4"-WOOD-H.M.-1217APR 3'-0"x7'-0"x1 3/4"-H.M.-H.M.-EXISTING, NO CHANGE4REMARK NOTES:1 PAINT DOOR AND FRAME, EACH SIDE2 PAINT FRAME, SAND AND REFINISH DOOR3 STAIN & SEAL DOOR, PAINT FRAME4 RELOCATED DOOR AND FRAME5 SAND AND REPAIR DOOR AS REQUIRED FOR LIKE-NEW CONDITION. TOUCH UP FRAME AS REQUIRED.6 DOOR STAINED TO MATCH EXISTING OFFICE DOOR (OAK VENEER), FRAME PAINTED TO MATCH EXISTING OFFICE DOOR FRAMES17------7 EXTERIOR DOOR AND FRAME SHALL MEET OR EXCEED U-.43.RELOCATE EXISTINGSCHEDULEDOOR/HARDWAREA4.2THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 03-07-182 REVISION #16JAMB DETAIL5JAMB DETAIL4JAMB DETAIL3TYPICAL MULLION2TYPICAL HEAD DETAIL1TYPICAL JAMB DETAILSCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S.306-11-183 REVISION #2 1.MECHANICAL INSTALLER SHALL VERIFY ALL CLEARANCES AND ACCESS SPACE BEFORE FABRICATINGOR INSTALLING ANY HVAC EQUIPMENT.2.DUCTWORK, DIFFUSERS, REGISTERS, GRILLES AND OTHER ITEMS OF THE AIR HANDLING SYSTEMSHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM, COORDINATE LOCATIONOF GRILLES, WALLCAPS, ROOFCAPS, LOUVERS AND DIFFUSERS WITH ELECTRICAL, ARCHITECTURAL,PLUMBING AND FIRE PROTECTION WORK.3.DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS.4.SUPPLY, RETURN AND EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEETMETAL. ALL DUCTWORKSHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF "SMACNA" DUCTCONSTRUCTION STANDARDS.5.ALL CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING AND MECHANICAL CODES, NFPA, ANDSMACA GUIDELINES6.SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT TO THE ARCHITECT FOR REVIEW.7.PROVIDE MANUALLY ADJUSTABLE VOLUME DAMPERS AT ALL BRANCH CONNECTIONS AND TAKEOFFS8.PROVIDE SPIN-IN FITTINGS AT ALL SUPPLY AIR CONNECTIONS OF ROUND OR FLEXIBLE DUCT TO RIGIDRECTANGULAR DUCT.9.INSTALL ALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS ANDRECOMMENDATIONS.10.FLEXIBLE DUCT, IF USED, SHALL BE FACTORY INSULATED WITH 3/4" THICK GLASS FIBER AND INCLUDE AVINYL VAPOR JACKET, HELIX STEEL WIRE, FLAME SPREAD RATING OF "25" OR LESS, SMOKE DENSITYFACTOR OF "40" OR LESS AND BY UL-181 LISTED. "THERMAFLEX" TYPE M-KE OR APPROVED EQUAL.FLEXIBLE SHALL BE ATTACHED WITH "THERMOFLEX" WRAP LOCK SERIES #0902 CLAMPS. MAXIMUMLENGTH OF FLEXIBLE DUCT SHALL BE 5'-0".11.REFER TO TYPICAL DETAILS FOR INSTALLATION OF EQUIPMENT AND SYSTEM COMPONENTS.12.ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE REQUIRED FOROPERATION, BALANCING AND MAINTENANCE OF ALL MECHANICAL EQUIPMENT.13.ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES,ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TOFULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT.14.COORDINATE WITH ARCHITECT BEFORE PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERSAND OTHER AIR DISTRIBUTION DEVICES TO VERIFY FINISH.15.PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTS CONNECTING TO EACH FAN, AIR HANDLINGUNIT AND FAN COIL UNIT.16.PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BECONNECTED.17.VERIFY EXISTING CONDITIONS IN FIELD AND COORDINATE WITH ALL TRADES INCLUDING, BUT NOTLIMITED TO, ARCHITECTURAL, REFRIGERATION, STRUCTURAL, LIGHTING, POWER, SYSTEMS, PLUMBING,FIRE PROTECTION AND OTHER EXISTING AND NEW WORK.18.INTERRUPTION OF EXISTING SERVICES SHALL BE MINIMAL AND SHALL BE FULLY COORDINATED WITHTHE OWNER AND ALL TRADES IN ADVANCE TO SCHEDULE ALL INTERRUPTIONS DURING NON-CRITICALTIMES.19.MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK, PIPING, EQUIPMENT, ETC., AND ALLFIRE RATED AND FIRE/SMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS.20.LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 10'-0" CLEAR FROM ALL PLUMBING VENTS ANDEXHAUST AIR DISCHARGE LOCATIONS. LOWEST POINT OF EACH OUTSIDE AIR INTAKE ON ROOF SHALLBE A MINIMUM OF 36" ABOVE ROOF.21.PROVIDE AIR TURNING VANES IN ALL 90° RECTANGULAR DUCT ELBOWS.22.DUCTWORK AND PIPING (INCLUDED DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALLBE PROVIDED AT NO ADDITIONAL COSTS.23.DAMPERS AND INSIDES OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS AND DIFFUSERS SHALL BEPAINTED FLAT BLACK.24.CONTRACTOR TO ADJUST OUTSIDE AIR AND REBALANCE SYSTEMS AS REQUIRED.25.WHERE DUCTWORK IS ALTERED, RELOCATED AND DAMAGED BY DEMO, CONTRACTOR SHALLREWORK/REPAIR DUCTWORK AND INSULATION AS REQUIRED TO BRING TO AIR TIGHT PROPERINSTALLATION. WORK TO BE VERIFIED BY ARCHITECT OR HIS REPRESENTATIVE.26.DO NOT VOID THE EXISTING ROOF WARRANTY. CONTACT THE MANUFACTURER'S REPRESENTATIVE FORREQUIREMENTS.27.SUPPLY, RETURN AND EXHAUST DUCTS SHALL BE INSULATED WITH 2"-3/4# DENSITY FIBERGLASSBLANKET WITH FSK WRAP. VAPOR BARRIER SEALANT TO BE FOSTER 30-65 (PERM RATING .05) OREQUAL. DUCT ADHESIVE TO BE TO BE FOSTER 85-60 OR EQUAL.28.DIFFUSERS TO BE 4-WAY THROW UNLESS OTHERWISE NOTED.29.DIFFUSERS WHICH ARE LOCATED IN CEILINGS WHICH ARE BEING REPLACED SHALL BE RELOCATED TOFIT NEW GRID. MECHANICAL CONTRACTOR SHOULD REFER TO REFLECTED CEILING PLAN FOR EXACTSCOPE OF WORK. ALL DIFFUSERS LOCATED IN THESE AREAS SHOULD BE REMOVED, CLEANED AND/ORREPLACED AS REQUIRED TO PRESENT A SANITARY APPEARANCE. AIR VALUES FOR THESE DIFFUSERSSHOULD BE READ PRIOR TO REMOVAL AND REBALANCED AFTER INSTALLATION.30.CONTRACTOR SHALL ADJUST SYSTEM TO PROVIDE AIR QUANTITIES AS SHOWN ON PLAN. ATCOMPLETION OF JOB, CONTRACTOR SHALL PROVIDE A TEST AND BALANCE REPORT TO OWNER'SPROJECT MANAGER W/ COPY TO ARCHITECT. TEST AND BALANCE AGENCY SHALL BE NEBB CERTIFIED.31.EXAMINE ALL EXISTING DUCTWORK WITHIN THE REMODEL AREAS. REPAIR AND PATCH DUCTINSULATION AS REQUIRED, AND REPAIR ANY DUCTS FOUND TO BE LEAKING.32.THE MECHANICAL SUBCONTRACTOR SHALL COORDINATE SIZE AND PLACEMENT OF ALL DUCTWORKWITH EXISTING AND NEW STRUCTURAL MEMBERS. THE SUBCONTRACTOR SHALL RESIZE AND/ORRECONFIGURE ANY/ALL DUCTWORK TO ACHIEVE THE CEILING HEIGHTS SPECIFIED ON THE REFLECTEDCEILING PLAN, AT NO ADDITIONAL COST OR CHARGES.33.THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS WITH THE DRAWINGS BEFOREPROCEEDING WITH ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISHDIMENSIONAL CONTROL LINES FOR THE SUBCONTRACTORS TO CHECK THEIR LAYOUT WORK RELATIVETO FUTURE WALLS, OR FIXTURES/EQUIPMENT, AND THE WORK OF OTHER SUBCONTRACTORS. THECONTRACTOR SHALL REPORT ANY PLAN CONFLICTS OR DISCREPANCIES TO THE ARCHITECT/ENGINEERFOR CLARIFICATION. ANY REMEDIAL WORK REQUIRED AS A RESULT OF NOT FOLLOWING THESEPROCEDURES SHALL NOT ENTITLE THE CONTRACTOR OR SUBCONTRACTOR ADDITIONALCOMPENSATION.34.IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY EXHAUST OR SUPPLY AIRREQUIREMENTS WITH EQUIPMENT MANUFACTURER PRIOR TO ANY WORK. DIMENSIONS OF ANYDUCTWORK OR PIPING SHOWN SHALL BE ADJUSTED FOR PROPER INSTALLATION OF THE ACTUALEQUIPMENT INSTALLED.35.LOCATIONS FOR EXISTING HVAC EQUIPMENT AND DUCTWORK, ARE BASED UPON ORIGINALCONSTRUCTION DOCUMENTS. CONTRACTOR SHALL MODIFY LAYOUT AS REQUIRED DUE TO ANYENCOUNTERED DEVIATIONS, TO PROVIDE COMPLETE HVAC AND EXHAUST SYSTEM INSTALLATION, ATNO ADDITIONAL COST.36.AIR CONDITIONING EQUIPMENT SHALL BE OPERATED WITH THROWAWAY FILTERS DURINGCONSTRUCTION. PRIOR TO TEST AND BALANCE, 2" PLEATED MEDIA FILTERS SHALL BE PROVIDED INALL AIR CONDITIONING UNITS.1.THESE PLANS ARE SCHEMATIC IN NATURE AND ARE INTENDED TO ESTABLISH SIZE, GENERALROUTING, LOCATION, PERFORMANCE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS.ALL WORK SHALL BE FULLY COORDINATED WITH OTHER TRADES TO INSURE THE INSTALLATION OF ACOMPLETE OPERATING SYSTEM THAT FITS IN THE SPACE ALLOTTED. PROVIDE ALL LABOR,EQUIPMENT, APPURTENANCES AND MATERIALS NECESSARY, AND PERFORM ALL OPERATIONSREQUIRED FOR THE INSTALLATION OF COMPLETE, FUNCTIONAL MECHANICAL SYSTEMS AS OUTLINEDON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS.2.EXISTING EQUIPMENT, DUCTWORK, FANS, CONTROLS, AIR DISTRIBUTION DEVICES, ETC. INDICATED ONDRAWINGS WERE TAKEN FROM THE ORIGINAL DESIGN DRAWINGS (NOT AS-BUILTS).3.THE FACILITY HAS BEEN RENOVATED SINCE THE ORIGINAL CONSTRUCTION. THE DESIGN OR AS-BUILTMECHANICAL DRAWINGS ARE UNAVAILABLE. THE CONTRACTOR SHALL VERIFY EXISTING DUCTWORKSIZES AND LOCATIONS. IF PORTIONS OF THE EXISTING DUCTWORK THAT ARE TO BE RE-USED AREDIFFERENT SIZES THAN THOSE INDICATED, HE SHALL CONTACT THE ENGINEER FOR RESOLUTION.4.BECAUSE THIS PROJECT IS ADAPTATION TO AND PARTIAL RENOVATION OF AN EXISTING SYSTEM,UNKNOWN CIRCUMSTANCES AND INTERFERENCES MAY OCCUR. THE CONTRACTOR SHALL VISIT THESITE PRIOR TO ANY BID SUBMISSION TO FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS. THECONTRACTOR SHALL MAKE ADJUSTMENTS IN ROUTING AND LOCATION AND, IF NECESSARY, IN SIZE, INORDER TO ACHIEVE THE SPECIFIED PERFORMANCE WITHOUT INCURRING ADDITIONS TO THECONTRACT.5.WHERE EXISTING CONDITIONS DIFFER SIGNIFICANTLY ENOUGH TO AFFECT PRICING, THECONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO BID SUBMISSION FOR A RESOLUTION. NOALLOWANCE WILL BE MADE FOR LACK OF KNOWLEDGE OF EXISTING CONDITIONS.MECHANICAL COORDINATION ANDEXISTING CONDITIONSMECHANICAL GENERAL NOTESNEW SHEETMETAL DUCTWORK & SIZE24x12DUCT SIZES ARE NET FREE AREA 1ST No.IS SIZE OF SURFACE SHOWN 2ND No. ISDUCT DEPTHSUPPLY OR OUTSIDE AIR DUCTRETURN AIR DUCTEXHAUST AIR DUCTDUCTWORK TRANSITIONDUCTWORK TRANSITION -RECTANGULAR TO ROUNDSUPPLY DUCT ELBOW UP OR DOWNRETURN DUCT ELBOW UP OR DOWNEXHAUST DUCT ELBOW UP OR DOWNDUCT BRANCH TAKE-OFF WITH VOLUMEDAMPERSUPPLY DIFFUSERRETURN GRILLEEXHAUST GRILLEROOFTOP UNITTHERMOSTAT - ELECTRICTEMPERATURE SENSORPOINT OF CONNECTION - NEW TOEXISTINGSASUPPLY AIRRARETURN AIROAOUTSIDE AIREAEXHAUST AIRCDCEILING DIFFUSERRGRETURN GRILLEEGEXHAUST GRILLERTUROOFTOP UNITEXEXHAUST FANBDDBACKDRAFT DAMPERSDDUCT SMOKE DETECTORUCUNDERCUT DOORFCFAN COIL UNITCUCONDENSING UNITMECHANICAL LEGENDEXISTING SHEETMETAL DUCTWORKEXISTING SHEETMETAL DUCTWORKTO BE REMOVEDVDTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 2M1.1MECHANICALNOTES ANDSCHEDULES03-07-172 REVISION #1 THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 03-07-172 REVISION #1 2M1.2MECHANICALNOTES ANDSCHEDULES BE BROUGHT TO THE ENGINEER'S ATTENTION ON A CASE BY CASE BASIS.1. SPECIAL CONDITIONS THAT CAN NOT MEET ONE OF THESE STANDARDS SHALLNOTES:WITH ROUND NECKS.2. DIFFUSERS WITH SQUARE NECKS SHALL HAVE SIMILAR INSTALLATION AS DIFFUSERSFLEXIBLE DUCT 5'-0" MAX.LENGTH. 30° MAX. OFFSET,SAME SIZE AS DIFFUSERNECK (TYPICAL).SUPPLY DUCTVOLUME DAMPERW/LOCKING QUADRANTREGULATOR1 x DUCT DIA. MIN.VOLUME DAMPERW/LOCKING QUADRANTREGULATORSUPPLY DUCTCONICAL BELLMOUTH ORMITERED 45° RECT. TOROUND TAKE-OFF FITTINGMETAL DRAW BANDDIFFUSER. (SEESCHEDULE FORTYPE)SQUARE ORRECTANGULARLINED PLENUMFLEXIBLE DUCT 5'-0" MAX.LENGTH. 30° MAX. OFFSET,SAME SIZE AS DIFFUSERNECK (TYPICAL).VOLUME DAMPER W/LOCKINGQUADRANT REGULATORCONICAL BELLMOUTH ORMITERED 45° RECT. TOROUND TAKE-OFF FITTINGMETAL DRAW BANDDIFFUSER. (SEESCHEDULE FORTYPE)1 x DUCTDIA. MIN.ROUNDDUCTSUPPLY DUCTSUPPLY DUCTAIR CUSHION1 1/2 TIMESNECK Ø (MIN.)FLEXIBLE DUCT 5'-0"MAX. LENGTH. 30°MAX. OFFSET, SAMESIZE AS DIFFUSERNECK (TYP.)1xDUCT DIA. MIN.DIFFUSER (SEESCHEDULE FORTYPE)FLEXIBLE DUCT 5'-0"MAX. LENGTH. 30°MAX. OFFSET, SAMESIZE AS DIFFUSERNECK (TYP.)1xDUCT DIA. MIN.ROUND DUCTVOLUME DAMPERW/LOCKINGQUADRANTREGULATORDIFFUSER (SEESCHEDULE FORTYPE)CONICAL BELLMOUTH ORMITERED 45° RECT. TOROUND TAKE-OFF FITTINGMETAL DRAW BANDCONICALTAKE-OFF FITTINGMETAL DRAW BAND45°TAKE-OFFRECTANGULAR DUCT15° MAX.VDVDVD> 84"60"-84"36"-60"24"-36"12"-24"< 12"WIDTHVANE SCHEDULE65VANESNO. OF1324NOTE:0$;VDWRBELL MOUTH BRANCH45° BRANCHOWLSTANDARD RADIUS ELBOWR SHALL BE EQUAL ORGREATER THAN W.SHORT RADIUS ELBOWWITH ONE VANE(S)1.IF R IS LESS THAN W, THEN FULL ARC TURNING VANE(S) SHALL BEPROVIDED, SEE SCHEDULE BELOW.2.INSIDE BEND MAY BE SQUARE FOR W > 12", NO SQUARE HEELSPERMITTED.RECTANGULAR TO ROUNDROUND TO RECTANGULARTRANSITION PIECERECTANGULAR SUPPLY TEERECTANGULAR SUPPLY TEERECTANGULAR DUCT SUPPLYBRANCH TAKE-OFFNOTES1.PROVIDE LONG RADIUS ELBOWS (1 1/2 X D) WHEN POSSIBLE - SHORT RADIUS WHEN APPROVED BY ENGINEER.2.ALL SHORT RADIUS ELBOWS SHALL HAVE VANES. VANES SHALL BE CONSTRUCTED, SUPPORTED & FASTENED AS RECOMMENDED BY SMACNA.3.NO SQUARE OR RECTANGULAR HEEL ELBOWS SHALL BE ALLOWED, UNLESS APPROVED BY ENGINEER.4.N0 SPIN-IN CONNECTIONS SHALL BE ALLOWED.VDSPLITTERRRECTANGULAR DUCT SUPPLYBRANCH TAKE-OFFRECTANGULAR DUCT SUPPLYBRANCH TAKE-OFFRECTANGULAR DUCT SUPPLYBRANCH TAKE-OFFSPLITTERL=1/4W, 4" MIN.45° ENTRY, 0=45°SPLITTER15° MAX.WCONICAL ORBELL MOUNTDUCTCONNECTIONCLOSEOPENING ATCORNERSWDUCTMAXMAXAIR FLOWAIR FLOWAIR FLOWDUCTAIR FLOWCONCEALEDDUCTWORKINSTALLATIONSUPPLY GRILLE ORREGISTER (SEESCHEDULE FOR DATA)1/2 W 6" MIN. 1/2 W EXPOSEDDUCTWORKINSTALLATIONW NOTE:REGISTER CONTAINS VOLUMECONTROL AT GRILLE. GRILLE HASNO VOLUME CONTROL.AIR EXTRACTORKEY OPERATEDAIR EXTRACTORKEY OPERATEDADJUSTABLE DAMPEROPPOSED BLADE TYPESUPPLY REGISTER ORGRILLE (SEE SCHEDULEFOR DATACEILING ORWALL3TYPICAL DIFFUSER INSTALLATION DETAILSSCALE: NONE1TYPICAL DUCT DETAILSSCALE: NONE2REGISTER AND GRILLE CONNECTION DETAILSSCALE: NONETHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 03-07-182 REVISION #1 (N.C.)M1.3MECHANICALDETAILS PBEUH1PB114ELECTROOM115STAIR #1113TECHLOUNGE 112JANITORSCLOSET109PARTSOFFICE108EQUIP/FILEROOM106SERVICEMANAGER105UNISEXRESTROOM107RENTALMANAGER102VESTIBULE101RENTALLOBBY104DRIVERLOUNGE115STAIR #2101bHALL114ELECTROOM115STAIR #1113TECHLOUNGE112JANITORSCLOSET109PARTSOFFICE108EQUIP/FILEROOM106SERVICEMANAGER105UNISEXRESTROOM107RENTALMANAGER102VESTIBULE101RENTALLOBBY104DRIVERLOUNGE 115STAIR #2101bHALL1CONNECT NEW CEILING DIFFUSER OR GRILLE TO EXISTING DUCTWORK. VERIFY EXACTLOCATION AND CONDITIONS IN FIELD.VD 8x62NEW BRANCH CONNECTION AT EXISTING LOCATION. PROVIDE "INFILL" PATCH ATEXISTING TAKEOFF. SECURE AND SEAL AIRTIGHT.7SD16Ø100VD RG1-10010x6EX1x33EXISTING FAN. VERIFY CORRECT OPERATION. PROVIDE NECESSARY REPAIRS, INCLUDINGBUT NOT LIMITED TO THE FOLLOWING:REPLACE DEGRADED FLEXIBLE CONNECTIONSCLEAN/ADJUST BACKDRAFT DAMPERCLEAN DISCHARGE BRICK VENTVERIFY EQUIPMENT IS SECURELY INSTALLED AND VIBRATION FREEPROVIDE NEW INLET GRILLE4REMOVE EXISTING DIFFUSER/GRILLE. PREPARE BRANCH DUCT FOR CONNECTION OF NEWDIFFUSER. ENSURE ALL INSULATION REMAINS CONTINUOUS85RELOCATE DIFFUSER/GRILLE AS INDICATED. REMOVE BRANCH DUCT AND ALLACCESSORIES BACK TO MAIN DUCT. CAP AND SEAL MAIN DUCT AIR-TIGHT. PROVIDE NEWINSULATION TO MATCH EXISTING, VERIFY IN FIELD.6REMOVE EXISTING DIFFUSER/GRILLE, BRANCH DUCT AND ALL ACCESSORIES BACK TOMAIN DUCT. PREPARE MAIN DUCT FOR CONNECTION OF NEW BRACH DUCT AS INDICATED.PROVIDE INSULATION TO MATCH EXISTING, ENSURE ALL INSULATION IS CONTINUOUS.5EX2x37CLEAN AND ADJUST EXISTING/RELOCATED GRILLE/DIFFUSER TO AIRFLOWS INDICATED.AT OWNER'S DISCRETION, CLEAN AND PREPARE FOR NEW COAT OF PAINT, TO MATCHMANUFACTURER'S FACTORY WHITE8REMOVE EXISTING DIFFUSER/GRILLE, BRANCH DUCT AND ALL ACCESSORIES BACK TOMAIN DUCT. CAP AND SEAL DUCT. PROVIDE INSULATION TO MATCH EXISTING, ENSUREALL INSULATION IS CONTINUOUS.NOTES:1.CONTRACTOR SHALL BALANCE DIFFUSERS AND SYSTEM TO AMOUNT INDICATED.2.ALL DIFFUSERS/GRILLES, FANS, ETC SHALL BE SUPPORTED INDEPENDENTLY FROMTHE CEILING TILES TO PREVENT SAGGING.3.DUCTWORK SHALL BE SECURELY FASTENED TO STRUCTURE ABOVE. DO NOTSUPPORT NEW DUCTWORK FROM NEW OR EXISTING DUCTWORK.4.EXISTING THERMOSTAT/SENSOR TO REMAIN IN PLACE. CONFIRM CORRECTOPERATION.111MENSLOCKER111MENSLOCKER800CFM7270CFM7270CFM750CFM7170CFM7170CFM7170CFM7280CFM7 170 CFM 760 CFM 7130CFM7130CFM8 VD 7300CFM12x6 87800CFM7100CFM7170CFM7300CFM7100CFM9RELOCATE DIFFUSER/GRILLE AS INDICATED. CAP AND SEAL ORIGINAL BRANCH/NECKTAKEOFF. PROVIDE NEW INSULATION TO MATCH EXISTING.7520CFM995 PLANSMECHANICALM2.1THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 2KEYED NOTESKN1FIRST FLOOR MECHANICAL DEMOLITION PLANSCALE: 3/16" = 1'-0"2FIRST FLOOR MECHANICAL PLANSCALE: 3/16" = 1'-0"NORTHNORTH22203-07-172 REVISION #1 1CONNECT NEW CEILING DIFFUSER OR GRILLE TO EXISTING DUCTWORK. VERIFY EXACTLOCATION AND CONDITIONS IN FIELD.2NEW BRANCH CONNECTION AT EXISTING LOCATION. PROVIDE "INFILL" PATCH ATEXISTING TAKEOFF. SECURE AND SEAL AIRTIGHT.3EXISTING FAN. VERIFY CORRECT OPERATION. PROVIDE NECESSARY REPAIRS, INCLUDINGBUT NOT LIMITED TO THE FOLLOWING:REPLACE DEGRADED FLEXIBLE CONNECTIONSCLEAN/ADJUST BACKDRAFT DAMPERCLEAN DISCHARGE BRICK VENTVERIFY EQUIPMENT IS SECURELY INSTALLED AND VIBRATION FREEPROVIDE NEW INLET GRILLE4REMOVE EXISTING DIFFUSER/GRILLE. PREPARE BRANCH DUCT FOR CONNECTION OF NEWDIFFUSER. ENSURE ALL INSULATION REMAINS CONTINUOUS5REMOVE DIFFUSER/GRILLE, BRANCH DUCT AND ALL ACCESSORIES BACK TO MAIN DUCT.CAP AND SEAL MAIN DUCT AIR-TIGHT. PROVIDE NEW INSULATION TO MATCH EXISTING,VERIFY IN FIELD.6REMOVE EXISTING DIFFUSER/GRILLE, BRANCH DUCT AND ALL ACCESSORIES BACK TOMAIN DUCT. PREPARE MAIN DUCT FOR CONNECTION OF NEW BRACH DUCT AS INDICATED.PROVIDE INSULATION TO MATCH EXISTING, ENSURE ALL INSULATION IS CONTINUOUS.7CLEAN AND ADJUST EXISTING/RELOCATED GRILLE/DIFFUSER TO AIRFLOWS INDICATED.AT OWNER'S DISCRETION, CLEAN AND PREPARE FOR NEW COAT OF PAINT, TO MATCHMANUFACTURER'S FACTORY WHITE8ADJUST GRILLE LOCATION TO BE CENTERED IN CEILING TILE. EXTEND DUCTWORK ASNECESSARY.VD208CONFERENCEROOM 209STAIR #1204STAIR #2211WOMENSRESTROOM212MENSRESTROOM213EMPLOYEEROOM214OFFICE#5215OFFICE#4216OFFICE#3207OFFICE#2206OFFICE#1205OFFICE#6203CLOSET202DAOFFICE201DMOFFICE59CONNECT NEW DIFFUSER TO BOTTOM OF MAIN. PROVIDE VOLUME DAMPER IN DROP,ENSURE ALL INSULATION IS CONTINOUS.912x6SD18Ø2505SD18Ø250EX3x310REMOVE EXISTING DIFFUSER/GRILLE AND BRANCH DUCT AS INDICATED. PREPAREBRANCH DUCT FOR NEW. ENSURE ALL INSULATION IS CONTINUOUS.SUPPLY AND RETURNUP TO AC-2xSUPPLY AND RETURNUP TO AC-1x36x12 SUPPLY AND RETURNDOWN TO FIRST FLOORAC2xONROOFAC1xONROOFNOTES:1.CONTRACTOR SHALL BALANCE DIFFUSERS AND SYSTEM TO AMOUNT INDICATED.2.ALL DIFFUSERS/GRILLES, FANS, ETC SHALL BE SUPPORTED INDEPENDENTLY FROMTHE CEILING TILES TO PREVENT SAGGING.3.DUCTWORK SHALL BE SECURELY FASTENED TO STRUCTURE ABOVE. DO NOTSUPPORT NEW DUCTWORK FROM NEW OR EXISTING DUCTWORK.4.EXISTING THERMOSTAT/SENSOR TO REMAIN IN PLACE. CONFIRM CORRECTOPERATION.SD18Ø150VD AC2xNOTES:EXISTING EQUIPMENT TO REMAIN. CLEAN AND/OR REPAIR AS REQUIRED TOMAINTAIN WORKING ORDER, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:1.REPLACE DRIVE BELTS2.CLEAN AND COMB OUT CONDENSER COILS AND FINS3.GREASE/LUBRICATE ALL PULLEYS, GEARS, HINGES, DAMPERS, ETC4.REPLACE FILTERS5.CORRECT REFRIGERANT CHARGE6.PIPING INSULATION7.CASING DAMAGE8.CLEAN ALL SURFACE EXPOSED ENVIRONMENTAL AIR STREAM9.ADJUST ALL PULLEYS AND FANS FOR VIBRATION-FREE OPERATION10.CLEAN AND ADJUST ALL DAMPERS11.CLEAN BIRDSCREENS12.REMOVE ALL MISCELLANEOUS DEBRIS13.WATER-TIGHT INTEGRITY OF BUILDING ENVELOPE PENETRATIONS14.ALL ITEMS AND ACCESSORIES SECURELY FASTENED15.BURNER AND/OR HEAT EXCHANGER OPERATION AND INTEGRITY16.FLUE INTEGRITY17.SMOKE DETECTOR OPERATIONAC1x511VOLUME DAMPER IN NECK.210OFFICE#77 200 CFM 850CFM7790CFM770CFM7150CFM7160CFM7160CFM7200CFM7200CFM7130CFM7130CFM7130CFM7200CFM7200CFM7725CFM200CFM7180CFM7885CFM77725CFM7210CFM7210CFM812x6VD14x8 RG1-500AC2xNOTES:EXISTING EQUIPMENT TO REMAIN. CLEAN AND/OR REPAIR AS REQUIRED TOMAINTAIN WORKING ORDER, INCLUDING BUT NOT LIMITED TO THE FOLLOWING:1.REPLACE DRIVE BELTS2.CLEAN AND COMB OUT CONDENSER COILS AND FINS3.GREASE/LUBRICATE ALL PULLEYS, GEARS, HINGES, DAMPERS, ETC4.REPLACE FILTERS5.CORRECT REFRIGERANT CHARGE6.PIPING INSULATION7.CASING DAMAGE8.CLEAN ALL SURFACE EXPOSED ENVIRONMENTAL AIR STREAM9.ADJUST ALL PULLEYS AND FANS FOR VIBRATION-FREE OPERATION10.CLEAN AND ADJUST ALL DAMPERS11.CLEAN BIRDSCREENS12.REMOVE ALL MISCELLANEOUS DEBRIS13.WATER-TIGHT INTEGRITY OF BUILDING ENVELOPE PENETRATIONS14.ALL ITEMS AND ACCESSORIES SECURELY FASTENED15.BURNER AND/OR HEAT EXCHANGER OPERATION AND INTEGRITY16.FLUE INTEGRITY17.SMOKE DETECTOR OPERATIONAC1xPLANSMECHANICALM2.2THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 2KEYED NOTESKN1SECOND FLOOR MECHANICAL DEMOLITION PLANSCALE: 3/16" = 1'-0"2SECOND FLOOR MECHANICAL PLANSCALE: 3/16" = 1'-0"3PARTIAL ROOF PLANSCALE: 1/8" = 1'-0"NORTHNORTHNORTH2203-07-172 REVISION #1 1EXISTING DUCTWORK UP THRU MEZZANINE TO BE ABANDONED IN PLACE.2FAN SHALL BE DISCONNECTED FROM POWER SOURCE AND ALL CONTROLS. COORDINATE ALL WORKWITH ELECTRICAL CONTRACTOR.3DISCONNECT DUCTWORK FROM FAN BELOW ROOF LEVEL.CAP AND SEAL OPEN END OF DUCTWORK.CADMIUM FASTENERS - SPACEDWITHIN 3" OF CORNERS ANDEVERY 9" O.C.EXISTING ROOF STRUCTURE -VERIFY IN FIELDEXISTING ROOF CURB -VERIFY IN FIELD2" RIGID INSULATION,CONTINUOUSLYATTACHED TO CAPGASKET FULL PERIMETEROF CURB18 GA GALVANIZEDSTEEL CURB CAPPEAK AT CENTER OF CAPTO PREVENT PONDING12"1/4"RAIN LIPNOTE:PROVIDE ADDITIONAL STRUCTURAL SUPPORT FORCURB CAPS WITH DIMENSIONS GREATER THAT 24"UNDERGROUND DUCTWORK TOBE ABANDONED IN PLACEUNDERGROUND DUCTWORKTO BE ABANDONED INPLACE1EXISTING MAKEUP AIR UNIT TOREMAIN (NO WORK)24EXISTING FAN TO BE REMOVED AND PROPERLY DISPOSED OF. AT OWNER'S DISCRETION, TURN OVERTO OWNER5PROVIDE INSULATED CURB CAP (APPROX 16x16, VERIFY IN FIELD).345UNDERGROUND DUCTWORK TOBE ABANDONED IN PLACEUNDERGROUND DUCTWORK TOBE ABANDONED IN PLACE6REMOVE (4) HOSE REELS FROM PIT, INCLUDING ALL LABELS, TAGS, BRACKETS, SUPPORTS, ETC.VERIFY EXACT LOCATION IN FIELD. REMOVE ALL UTILITIES (CHASSIS LUBE, GEAR LUBE,TRANSMISSION FLUID, A-175) BACK TO NEAREST EXISTING DEDICATED SHUTOFF/ISOLATION VALVE.IF NO VALVE IS PRESENT, CAP AND SEAL BRANCH LINE.67REMOVE EVACUATION PUMP, INCLUDING ALL LABELS, TAGS, BRACKETS, SUPPORTS, ETC. VERIFYEXACT LOCATION IN FIELD. REMOVE DISCHARGE PIPING BACK TO COLLECTION POINTUNDERGROUND PVC UTILITY PIPINGCONDUIT TO BE ABANDONED IN PLACE8PROVIDE PLUG, AND SEAL OPEN END OF PVC PIPE CONDUIT.711[E]SAN[E]SAN 9EXISTING SANITARY AND VENT LINES TO REMAIN IN SERVICE AND UNDISTURBED.99914 10NOTIFY GENERAL CONTRACTOR OF LOCATION OF SANITARY LINE. SANITARY LINE SHALL REMAIN INSERVICE AND UNDISTURBED DURING WORK.911SUMP PUMP SHALL BE DISCONNECTED FROM POWER SOURCE AND ALL CONTROLS. COORDINATE ALLWORK WITH ELECTRICAL CONTRACTOR.812REMOVE SUMP PUMP AND ALL ASSOCIATED ACCESSORIES, INCLUDING ALL LABELS, TAGS, BRACKETS,SUPPORTS, BASINS, ETC. VERIFY EXACT LOCATION IN FIELD.121313CAP AND SEAL 2"V AND 4"SAN AS CLOSE TO FITTING AS POSSIBLE. DOWNSTREAM PIPING SHALL BEABANDONED IN PLACE. COORDINATE ALL REQUIRED SAWCUTTING, EXCAVATION, BACKFILL ANDCONCRETE WORK WITH GENERAL CONTRACTOR.[E]V[E]SAN [E]SAN [E]SAN [E]SAN 1014EXISTING SERVICE PIT TO BE DEMOLISHED AND INFILLED. NOTIFY GENERAL CONTRACTOR ANDOWNER'S CONSTRUCTION MANAGER OF ALL DISCREPANCIES AND ADDITIONAL EQUIPMENT ANDUTILITIES REQUIRING REMOVAL AND/OR RELOCATION.14 PLANSSERVICE AREAM2.3THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing1 KEYED NOTESKN1SERVICE AREA MECHANICALDEMOLITION PLANSCALE: 1/8" = 1'-0"3PARTIAL ROOF PLANSCALE: 1/8" = 1'-0"NORTHNORTH4CURB CAP DETAILSCALE: NONE2SERVICE AREA PLUMBINGDEMOLITION PLANSCALE: 1/8" = 1'-0"NORTHENTIRE SHEETADDED TOSET03-07-171 REVISION #1 PRESSURE RELIEF VALVEFLEXIBLE CONNECTIONPOINT OF CONNECTIONPOCSOVBVGAS COCKSVMVGCC & VCVUNCW[E]HWHWVSAN[E]V CDPRVCSHUT-OFF VALVEBALANCING VALVEUNION (FOR TYPE SEE SPEC.).PIPE-TURN DOWNPIPE-TURN UPDOMESTIC HOT WATEREXISTING HOT WATERDOMESTIC COLD WATERSANITARY WASTE BELOW GRADEVENT ABOVE GRADEEXISTING VENT ABOVE GRADEA.C. CONDENSATE DRAINMIXING VALVESOLENOID VALVEPRESSURE GAGE W/ GAGE COCKTHERMOMETER W/ GAGE COCKROOF DRAIN LEADERRDLRDLWATER HAMMER ARRESTERWHAOVERFLOW DRAIN LEADERODLODLCHECK VALVE, DIRECTION OFFLOW DESIGNATED.CAP AND VALVE FOR FUTURE CONNECTION.DIRECTION OF DOWNWARDSLOPE OF PIPE.PRESSURE REDUCINGVALVE STATIONPLUMBING LEGEND[E]CWEXISTING COLD WATER[E]SANEXISTING SANITARY BELOW GRADETHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 2P1.1PLUMBINGLEGEND ANDSCHEDULES22203-07-182 REVISION #1 PART 1 GENERAL1.01 RELATED DOCUMENTSA.WORK UNDER THIS SECTION IS SUBJECT TOREQUIREMENTS OF THE CONTRACT DOCUMENTS,INCLUDING GENERAL CONDITIONS ANDSUPPLEMENTARY CONDITIONS & APPLICABLE PORTIONSOF DIVISION 1 - GENERAL REQUIREMENTS.1.02 WORK INCLUDEDA.THE WORK OF THE CONTRACT SHALL CONSIST OFFURNISHING ALL LABOR, TOOLS, EQUIPMENT,SERVICES, TRANSPORTATION AND ALL ITEMSNECESSARY TO COMPLETE THE MECHANICAL TRADESWORK AS INDICATED ON DRAWINGS AND ASDESCRIBED IN THE APPLICABLE SECTIONS OF THESPECIFICATIONS.B.THE DRAWINGS AND SPECIFICATIONS SHALL BEUNDERSTOOD TO COVER ACCORDING TO THEIR INTENTAND MEANING, COMPLETE OPERATING SYSTEMS ASSHOWN ON THE DRAWINGS AND SPECIFIED UNDERAPPROPRIATE SECTIONS OF THE SPECIFICATIONS.C.ITEMS AND ACCESSORIES OR DEVICES NECESSARY TOTHE COMPLETE AND PROPER OPERATION OF ANYSYSTEM SHALL BE PROVIDED BY THE CONTRACTORAND SUBCONTRACTOR FOR SUCH SYSTEM WHETHEROR NOT THEY ARE SPECIFICALLY CALLED FOR BY THESPECIFICATIONS AND DRAWINGS.1.03 COORDINATION OF WORK BETWEEN VARIOUS TRADESA.EACH MECHANICAL TRADE SHALL BE RESPONSIBLE FOROBTAINING INFORMATION REGARDING THE EXTENT OFWORK WHICH IS TO BE PERFORMED BY THE GENERALCONTRACTOR, BY OTHER MECHANICAL TRADES & BYTHE ELECTRICAL TRADES, & PERFORM HISCONTRACTUAL OBLIGATIONS IN FULL COORDINATIONWITH AFOREMENTIONED TRADES. PRIOR TO ORDERINGOF ANY MECHANICAL EQUIPMENT REQUIRINGELECTRICAL SERVICES, HE SHALL VERIFY CURRENTCHARACTERISTICS & OTHER INTERRELATED ITEMSWITH THE ELECTRICAL TRADES & INFORM THEENGINEER IN WRITING OF ANY DISCREPANCIES HE MAYDISCOVER. CLAIM FOR ADDITIONAL COMPENSATIONWILL BE DENIED DUE TO FAILURE TO COMPLY WITHTHE FOREGOING REQUIREMENTS.1.04 SCHEDULING OF WORKA.EACH MECHANICAL TRADE WILL PERFORM THEIR WORKWITHOUT AFFECTING OR DISRUPTING NORMALFACILITY OPERATIONS UNDER ANY CIRCUMSTANCES.ANY SHUTDOWNS OF SYSTEMS OR AREAS SHALL BEDONE WITH AUTHORIZATION OF BASE BUILDING'SENGINEERING DEPARTMENT, & SHALL BE DONE DURINGPERIODS THE FOREGOING AUTHORITIES DEEM MOSTADVANTAGEOUS TO FACILITY OPERATIONS. IN CASE OFANY AUTHORIZED SHUT-DOWN OF ANY SYSTEM,PORTION OF SYSTEM OR AREAS, THE CONTRACTORSHALL BE FULLY RESPONSIBLE TO PROVIDE IMMEDIATERESTORATION OF THIS SYSTEM, PORTION OF SYSTEMOR AREA INTO FULL SERVICE, IF NECESSARY.B.CONTRACTOR SHALL ALSO COORDINATE THEIR WORKWITH OTHER MECHANICAL, ELECTRICAL AND GENERALTRADES IN ORDER NOT TO CAUSE ANY DELAYS INPROJECT PROGRESS SCHEDULE.1.05 DRAWINGS AND SPECIFICATIONSA.EACH MECHANICAL TRADE SHALL BE RESPONSIBLE FOROBTAINING INFORMATION REGARDING ANY & ALLPECULIARITIES & LIMITATIONS OF SPACES AVAILABLEFOR INSTALLATION OF ALL MATERIALS & WORKFURNISHED& INSTALLED UNDER THIS CONTRACT.ALTHOUGH THE LOCATION OF EQUIPMENT MAY BESHOWN ON THE DRAWINGS IN CERTAIN POSITIONS,EACH MECHANICAL TRADE SHALL BE GUIDED BY THEARCHITECTURAL DETAILS, CONDITIONS OF THE JOB,CORRELATING HIS WORK WITH THAT OF OTHERSECTIONS.B.THE DRAWINGS FOR THIS WORK ACCOMPANYINGTHESE SPECIFICATIONS ARE TO BE CONSIDERED ASIMPORTANT & INTEGRAL PARTS OF SAME, & ANYTHINGOMITTED FROM ONE AND EMBODIED IN THE OTHER ISTO BE CONSIDERED AS ESSENTIAL TO THEREQUIREMENT OF THE CONTRACT & MUST BEFURNISHED & INSTALLED BY THE CONTRACTOR. THEDRAWINGS INDICATE REQUIRED SIZE & POINTS OFTERMINATION OF PIPING & DUCTS, & SUGGEST PROPERROUTES OF PIPING & DUCTS TO CONFORM TOSTRUCTURES, AVOID OBSTRUCTION & PRESERVECLEARANCES. HOWEVER, IT IS NOT THE INTENTION OFTHE DRAWINGS TO INDICATE ALL NECESSARYOFFSETS, & IT SHALL BE THE RESPONSIBILITY OF EACHTRADE TO INSTALL PIPING & DUCTWORK IN SUCH AMANNER AS TO PRESERVE HEAD ROOM & KEEP ALLOPENINGS & PASSAGEWAYS CLEAR WITHOUT FURTHERCONSTRUCTION OR COST.C.IT IS INTENDED THAT APPARATUS SHALL BE LOCATEDSYMMETRICALLY WITH ARCHITECTURAL ELEMENTS,NOT WITHSTANDING THE FACT THAT LOCATIONSINDICATED ON THE DRAWINGS MAY BE DISTORTEDFOR CLEARNESS IN PRESENTATION.1.06 INTENT OF PLUMBING DRAWINGSA.THE PLUMBING DRAWINGS SHALL SERVE AS WORKINGDRAWINGS FOR THE GENERAL LAYOUT OF THEVARIOUS ITEMS OF EQUIPMENT. HOWEVER, LAYOUT OFEQUIPMENT, ACCESSORIES, SPECIALTIES, & PIPINGSYSTEMS, ARE DIAGRAMMATIC UNLESS SPECIFICALLYDIMENSIONED, & DO NOT NECESSARILY INDICATEEVERY REQUIRED VALVE, FITTING, TRAP, ELBOW,TRANSITION, ETC. NECESSARY TO CONFORM TOPROJECT CONDITIONS.1.07 SUBMITTALSA.SHOP DRAWINGS SUBMITTAL SHALL HAVE ACOORDINATION SIGN-OFF SIGNATURE FROM ALLDISCIPLINES.B."AS-BUILT" DRAWINGS SHALL INCLUDE ALL THEREVISIONS DONE DURING THE CONSTRUCTIONPERIOD.C.SUCH SUBMITTALS SHALL CONTAIN OUTLINEDIMENSIONS, OPERATING & MAINTENANCECLEARANCES & SUFFICIENT ENGINEERING DATA TOINDICATE COMPLIANCE WITH SPECIFICATIONS. EACHSUBMITTAL SHALL BE CLEARLY LABELED WITH:1.NAME OF THE JOB.2.CONTRACTOR'S NAME AND TRADE.3.THE FUNCTION OF THE ITEM ON WHICH APPROVALIS REQUIRED.4.MANUFACTURER'S NAME.5.SUBCONTRACTOR'S NAME (IF ANY).6.NUMBER OF SPECIFICATION THAT ITEM IS BEINGSUBMITTED UNDER (I.E., SECTION 15800-2.08-A-4).D.SHOP DRAWINGS COVERING WORK TO BE PERFORMEDBY SUBCONTRACT, OR MATERIAL OR EQUIPMENT TO BEDELIVERED TO SITE BY MANUFACTURER SHALL BEARSTAMPED OR WRITTEN EVIDENCE THAT:1.CONTRACTOR HAS INSPECTED SUCH DRAWINGS,CUTS OR SCHEDULES.2.MATERIAL OR EQUIPMENT COVERED WILL MEETSPECIFICATION REQUIREMENTS.3.MATERIAL OR EQUIPMENT WILL FIT PROPERLY INTHE BUILDING AND WITH WORK OF OTHER TRADES.4.EACH ITEM IS COMPLETE OR THAT THE MISSINGELEMENTS HAVE BEEN PROVIDED FROM ANOTHERSOURCE.E.DETAILED DIMENSIONED SHOP DRAWINGS FOR THEINSTALLATION OF THE WORK SHALL BE PREPARED &SUBMITTED FOR REVIEW BY THE ENGINEER. THESEDRAWINGS SHALL BE NEW DRAWINGS AND NOTREPRODUCED FROM THE ENGINEER'S DRAWINGS.F.MANUFACTURERS' DATA SHEETS SHALL BE SUBMITTEDINDICATING THE NECESSARY INSTALLATIONDIMENSIONS, WEIGHTS, MATERIALS & PERFORMANCEINFORMATION. THE PERFORMANCE SHALL INCLUDECAPACITIES, RPM, BHP, PRESSURE DROP, DESIGN &OPERATING PRESSURE, TEMPERATURES, ACOUSTICALPERFORMANCE, & SIMILAR DATA. COMPLETEELECTRICAL DATA, INCLUDING POWER CONDITIONS &IDENTIFYING TYPES & NUMBERS, SHALL BE INCLUDED.WHERE PERTINENT, ELECTRICAL DIAGRAMS AND/ORCONTROL DIAGRAMS SHALL BE PROVIDED.G.REVIEW OF SHOP DRAWINGS IS RENDERED AS ASERVICE ONLY, & SHALL NOT BE CONSIDERED AS AGUARANTEE OF MEASUREMENTS OR BUILDINGCONDITIONS, NOR SHALL IT BE CONSTRUED ASRELIEVING THE CONTRACTOR OF BASICRESPONSIBILITY UNDER THE CONTRACT.H.SUBMIT SHOP DRAWINGS, PRODUCT DATA, &INSTALLATION INSTRUCTIONS FOR ALL THEEQUIPMENT.1.08 SUBSTITUTIONSA.ARCHITECT/ENGINEER WILL CONSIDER REQUESTS FORSUBSTITUTIONS FOR PRODUCTS MADE DURING THEBIDDING PERIOD BY SUBMITTING COMPLETEDSUBSTITUTION REQUEST FORM A MINIMUM OF 10 DAYSPRIOR TO BID DATE. THOSE SUBMITTED TEN DAYSPRIOR TO BID DATE WILL BE INCLUDED IN ANADDENDUM IF ACCEPTABLE. ANY SUBSTITUTIONS NOTSUBMITTED AT LEAST TEN (10) DAYS PRIOR TO BIDDATE WILL BE REJECTED.B.DOCUMENT EACH REQUEST WITH COMPLETE DATASUBSTANTIATING COMPLIANCE OF PROPOSEDSUBSTITUTION WITH CONTRACT DOCUMENTS.SUPPORT EACH REQUEST AS FOLLOWS:1.IDENTIFY PRODUCT BY SPECIFICATIONS SECTIONAND ARTICLE NUMBERS.2.COMPLETE DATA SUBSTANTIATING COMPLIANCE OFPROPOSED SUBSTITUTION WITH REQUIREMENTSSTATED IN CONTRACT DOCUMENTS:A. PRODUCT IDENTIFICATION, INCLUDINGMANUFACTURER'S NAME AND ADDRESS.B. MANUFACTURER'S LITERATURE; IDENTIFY:1) PRODUCT DESCRIPTION2) REFERENCE STANDARDS3) PERFORMANCE AND TEST DATA.C. SAMPLES, AS APPLICABLE.D. NAME AND ADDRESS OF SIMILAR PROJECTS ONWHICH PRODUCT HAS BEEN USED, AND DATE OFEACH INSTALLATION.3.PROVIDE ITEMIZED COMPARISON OF THE PROPOSEDSUBSTITUTION WITH PRODUCT SPECIFIED; LISTSIGNIFICANT VARIATIONS.4.DATA RELATING TO CHANGES IN CONSTRUCTIONSCHEDULE.5.ANY EFFECT OF SUBSTITUTION ON SEPARATECONTRACTS.6.LIST OF CHANGES REQUIRED IN OTHER WORK ORPRODUCTS.7.ACCURATE COST DATA COMPARING PROPOSEDSUBSTITUTION WITH PRODUCT SPECIFIED.A. AMOUNT OF ANY NET CHANGE TO CONTRACT SUM.8.DESIGNATION OF AVAILABILITY OF MAINTENANCESERVICES, SOURCES OF REPLACEMENT MATERIALS.C.A REQUEST CONSTITUTES A REPRESENTATION THATTHE BIDDER AND/OR CONTRACTOR:1.HAS INVESTIGATED PROPOSED PRODUCT &DETERMINED THAT IT MEETS OR EXCEEDS THEQUALITY LEVEL OF THE SPECIFIED PRODUCT.2.WILL PROVIDE THE SAME WARRANTY FOR THESUBSTITUTION AS FOR THE SPECIFIED PRODUCT.3.WILL COORDINATE INSTALLATION AND MAKECHANGES TO OTHER WORK WHICH MAY BEREQUIRED FOR THE WORK TO BE COMPLETE WITHNO ADDITIONAL COST TO OWNER.4.WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIMEEXTENSION WHICH MAY SUBSEQUENTLY BECOMEAPPARENT.5.WILL REIMBURSE OWNER FOR REVIEW OR REDESIGNSERVICES ASSOCIATED WITH RE-APPROVAL BYAUTHORITIES.D.SUBSTITUTIONS WILL NOT BE CONSIDERED WHENTHEY ARE INDICATED OR IMPLIED ON SHOP DRAWINGOR PRODUCT DATA SUBMITTALS; WITHOUT SEPARATEWRITTEN REQUEST, OR WHEN ACCEPTANCE WILLREQUIRE REVISION TO THE CONTRACT DOCUMENTS.E.SUBSTITUTION SUBMITTAL PROCEDURE:1.SUBMIT THREE COPIES OF REQUEST FORSUBSTITUTION FOR CONSIDERATION. LIMIT EACHREQUEST TO ONE PROPOSED SUBSTITUTION.2.SUBMIT SHOP DRAWINGS, PRODUCT DATA, ANDCERTIFIED TEST RESULTS ATTESTING TO THEPROPOSED PRODUCT EQUIVALENCE.3.THE ARCHITECT/ENGINEER WILL NOTIFYCONTRACTOR, IN WRITING, OF DECISION TOACCEPT OR REJECT REQUEST.1.09 RECORD DRAWINGSA.THE CONTRACTOR SHALL SUBMIT LETTER OFCERTIFICATION WITH PAY REQUEST INDICATING THATTHE RECORD DRAWINGS ON SITE ARE UP TO DATE ANDREFLECT TRUE "AS-BUILT" CONDITIONS AT THAT TIME.NO PAY REQUEST WILL BE APPROVED WITHOUT THISLETTER.B.THE CONTRACTOR SHALL KEEP AT THE PROJECT SITEONE COMPLETE SET OF THE CONTRACT WORKINGDRAWINGS ON WHICH HE SHALL RECORD ANYDEVIATIONS OR CHANGES FROM SUCH DRAWINGSMADE DURING CONSTRUCTION. RECORD DRAWINGSSHALL SHOW CHANGE IN SIZE, TYPE, CAPACITY, ETC.,OR MATERIAL, DEVICE OR PIECE OF EQUIPMENT,LOCATION OF ANY OUTLET OR SOURCE IN BUILDINGSERVICE SYSTEM, REROUTING ANY PIPING, SEWERS OROTHER BUILDING SERVICES.C.THESE DRAWINGS SHALL ALSO RECORD THE LOCATIONOF ALL CONCEALED SERVICES, PIPING, SEWERS,WASTES, VENTS AND OTHER EQUIPMENT BYINDICATION OF MEASURED DIMENSIONS TO EACHSUCH LINE FROM READILY IDENTIFIABLE ANDACCESSIBLE WALLS OR CORNERS OF THE BUILDING.DRAWINGS SHALL SHOW INVERT ELEVATIONS OFSEWERS AND TOP OF WATER MAINS, RUNS, GASSERVICES, ETC.D.AT THE COMPLETION OF THE WORK, EACH TRADESHALL PREPARE & PROVIDE A COMPLETE SET OFDRAWINGS AS INSTALLED UNDER HIS SECTION OF THESPECIFICATIONS. THESE DRAWINGS SHALL BEGENERATED FROM FINAL RECORD DRAWINGS, NOTREPRODUCED FROM ENGINEER'S DRAWINGS ANDSHALL INDICATE ACTUAL "AS-BUILT" CONDITIONSINCLUDING ALL CHANGES. COORDINATE TYPE ANDQUANTITY WITH THE GENERAL CONTRACTOR ANDARCHITECT. CONTRACTOR SHALL PROVIDE CADAS-BUILTS TO COORDINATE WITH GENERALCONDITIONS.E.AFTER THE PROJECT IS COMPLETED, THESE DRAWINGSSHALL BE DELIVERED TO THE OWNER IN GOODCONDITION AS A PERMANENT RECORD OF THEINSTALLATION AS ACTUALLY CONSTRUCTED, AS APRECEDENT TO FINAL PAYMENT.1.10 STANDARDS FOR MATERIAL WORKMANSHIPA.WORKMANSHIP SHALL BE IN ACCORDANCE WITHDIVISION 1.B.ALL MATERIALS SHALL BE NEW AND SHALL CONFORMWITH THE STANDARDS OF THE UNDERWRITERS'LABORATORIES, INC., IN EVERY CASE WHERE SUCHSTANDARDS HAVE BEEN ESTABLISHED FOR THEPARTICULAR MATERIAL IN QUESTION. ALL WORK SHALLPRESENT A NEAT, MECHANICAL APPEARANCE WHENCOMPLETED.C.MATERIALS, THE STYLE, MAKE OR QUALITY OF WHICHIS SPECIFICALLY DESIGNATED, SHALL BE ASSPECIFIED. SHOULD ANY SUBSTITUTION OF MATERIALOR ITEM OF EQUIPMENT OR APPARATUS BE MADE, THEENGINEER'S WRITTEN APPROVAL MUST BE OBTAINEDPRIOR TO INSTALLATION.D.FURNISH NECESSARY MATERIALS IN AMPLEQUANTITIES & AS FREQUENTLY AS REQUIRED TOAVOID DELAY IN THE PROGRESS OF THE WORK, ANDSO STORE THEM AS TO PREVENT INTERFERENCE WITHOTHER WORK.E.ALL PIPING SHALL BE RUN PARALLEL TO LINES OF THEBUILDING UNLESS OTHERWISE DISTINCTLY SHOWN ORNOTED IN THE DRAWINGS.F.HANGERS FOR ALL PIPING SHALL BE CLEVIS OR SPLITRING TYPE, UNLESS OTHERWISE SPECIFIED ORINDICATED, WITH PROVISION FOR VERTICALADJUSTMENTS, EXCEPT THAT HANGERS SUPPORTINGCOPPER TUBING SHALL BE COPPER OR BRONZE.HANGERS SHALL BE SUPPORTED FROM RODS FASTENEDTO BUILDING CONSTRUCTION. WIRE OR PERFORATEDSTRAP IRON WILL NOT BE PERMITTED.G.WHERE HEAD ROOM REQUIREMENTS OR PHYSICALSPACE LIMITATIONS NECESSITATE, CONSIDERATIONSHALL BE GIVEN TO ALTERING OF BUILDINGSTRUCTURAL ELEMENTS SUCH AS PENETRATINGBEAMS, WEBS, NOTCHING OF JOISTS, ETC., WHICHSHALL BE KEPT TO AN ABSOLUTE MINIMUM, & SHALL BEDONE ONLY AFTER WRITTEN PERMISSION IS ISSUED BYTHE ARCHITECT AND/OR STRUCTURAL ENGINEER. ANYDAMAGE DONE TO STRUCTURAL OR ARCHITECTURALELEMENTS SHALL BE RESTORED AND/OR REPAIRED TOTHE SATISFACTION OF THE ENGINEER AT THE EXPENSEOF THE INSTALLER. REFER TO SECTION 01045 CUTTING& PATCHING.H.ALL PIPING, EQUIPMENT, DEVICES, DUCTS, HANGERS,ETC., SHALL BE SECURELY AND PERMANENTLY HUNGFROM SUPPORTING WALLS, ROOF OR FLOORCONSTRUCTION ETC., IN A MANNER SATISFACTORY TOTHE ARCHITECT AND ENGINEER.I.ALL MATERIAL OR WORK FOUND TO BE DEFECTIVE ORNOT IN STRICT CONFORMITY WITH THE DRAWINGS ORDIFFERENT FROM THE REQUIREMENTS OF THEDRAWINGS & SPECIFICATIONS, OR DEFACED ORINJURED THROUGH NEGLIGENCE OF THE CONTRACTOROR HIS EMPLOYEES, OR THROUGH THE ACTION OF FIREOR WEATHER OR ANY OTHER CAUSE, WILL BEREJECTED & SHALL BE IMMEDIATELY REMOVED FROMTHE PREMISES BY THE CONTRACTOR & SATISFACTORYMATERIAL & WORK SUBSTITUTED THEREIN WITHOUTDELAY.J.ANY DEFECTIVE MATERIAL OR WORK WHICH MAY BEDISCOVERED SHALL BE CORRECTED IMMEDIATELY ONNOTICE FROM THE ENGINEER. NO PREVIOUSINSPECTION OR CERTIFICATE ON ACCOUNT SHALL BEHELD TO RELIEVE THE CONTRACTOR FROM HISOBLIGATION TO FURNISH SOUND MATERIAL AND TOPERFORM GOOD AND SATISFACTORY WORK.1.11 MANUFACTURER'S NAMEPLATESA.EACH MAJOR COMPONENT OF EQUIPMENT SHALL HAVETHE MANUFACTURER'S NAME, ADDRESS, MODELNUMBER AND RATING ON A PLATE SECURELY AFFIXEDIN A CONSPICUOUS PLACE. THE NAMEPLATE OF ADISTRIBUTING AGENT WILL NOT BE ACCEPTABLE. ASMECODE RATINGS, OR OTHER DATA WHICH AREDIE-STAMPED INTO THE SURFACE OF THE EQUIPMENTSHALL BE STAMPED IN AN EASILY VISIBLE LOCATION.1.12 LINES AND LEVELSA.EACH MECHANICAL CONTRACTOR SHALL BERESPONSIBLE FOR THE LINES AND LEVELS OF THEDUCTWORK AND PIPING, LIGHTING FIXTURES, PANELSAND CONDUIT, BASED ON REFERENCE LINES ANDBENCH MARKS ESTABLISHED BY THE CONTRACTOR FORTHE GENERAL WORK.1.13 RULES AND REGULATIONSA.ALL WORKMANSHIP AND MATERIALS SHALL CONFORMWITH THE REQUIREMENTS OF THE BUILDING ANDORDINANCES AND RULES AND REGULATIONS OF ALLDEPARTMENTS AND BUREAUS OF THE COUNTY, CITYAND STATE HAVING LAWFUL JURISDICTION,IRRESPECTIVE OF ANY STATEMENTS HEREIN TO THECONTRARY.1.14 ORDINANCESA.THE WORK SHALL BE IN ACCORDANCE WITH THEGOVERNING STATE AND LOCAL ORDINANCES, CODES &REGULATIONS: INCLUDING FIRE RATING & INSPECTIONBUREAUS AND THE N.F.P.A. REGULATION, ALL OFWHICH ARE HEREBY MADE A PART OF THESESPECIFICATIONS.1.15 GUARANTEESA.THE CONTRACTOR SHALL GUARANTEE ALL WORKPERFORMED & MATERIALS & EQUIPMENT FURNISHEDUNDER THE CONTRACT, AGAINST DEFECTS INMATERIALS & WORKMANSHIP, FOR A PERIOD OF ONEYEAR FROM THE DATE OF SUBSTANTIAL COMPLETIONOF THE WORK, IN ACCORDANCE WITH SECTION"GENERAL CONDITIONS". REPAIRS OR REPLACEMENTSMADE UNDER THE GUARANTEE SHALL BEAR ANADDITIONAL TWELVE (12) MONTH GUARANTEE FROMDATE OF REPAIR OR REPLACEMENT. PROVIDE ALLSERVICE NECESSARY & INCIDENTAL TO THE PROPERPERFORMANCE OF THE SYSTEM FOR A PERIOD OF ONE(1) YEAR FROM THE DATE OF SUBSTANTIALCOMPLETION OF THE CONTRACT AT NO ADDITIONALCHARGE TO THE OWNER.B.EACH MECHANICAL TRADE SHALL SUBMIT PRODUCTWARRANTIES ON ALL EQUIPMENT & INCLUDE ALLEXTENDED WARRANTIES BEYOND ONE YEAR ANDIDENTIFY THEM WITH SPECIFICATION SECTIONNUMBER & EQUIPMENT IDENTIFICATION NUMBER.1.16 HOUSEKEEPINGA.EACH MECHANICAL TRADE SHALL BE RESPONSIBLE FORKEEPING STOCKS OF MATERIALS AND EQUIPMENTSTORED ON THE PREMISES IN A NEAT AND ORDERLYMANNER.B.EACH MECHANICAL TRADE SHALL CLEAN AND MAINTAINITS PORTION OF THE WORK AS SPECIFIED.C.THE EXPOSED SURFACES OF PIPING, DUCTWORK OREQUIPMENT WHICH HAVE BECOME COVERED WITHDIRT, PLASTER, OR OTHER MATERIAL DURINGHANDLING & CONSTRUCTION, SHALL BE THOROUGHLYCLEANED BY THE ERECTING TRADE BEFORE SUCHSURFACES ARE COVERED WITH INSULATION, PREPAREDFOR PAINTING, OR ENCLOSED WITHIN THE BUILDINGSTRUCTURE.1.17 DELIVERY, STORAGE AND HANDLINGA.DELIVER, STORE, AND PROTECT MATERIALS ANDEQUIPMENT UNDER PROVISIONS OF 01600.B.EACH MECHANICAL TRADE SHALL KEEP ALL ITSRESPECTIVE PIPE AND DUCT OPENINGS CLOSED BYMEANS OF PLUGS OR CAPS TO PREVENT THE ENTRANCEOF FOREIGN MATTER, AND COVER ALL FIXTURES,EQUIPMENT AND APPARATUS AS REQUIRED TOPROTECT THEM AGAINST DIRT, WATER, CHEMICAL ORMECHANICAL DAMAGE BOTH BEFORE AND AFTERINSTALLATION.C.ANY SUCH FIXTURES, EQUIPMENT OR APPARATUSDAMAGED PRIOR TO FINAL ACCEPTANCE OF THE WORKSHALL BE RESTORED TO ITS ORIGINAL CONDITION ORREPLACED BY THE RESPECTIVE MECHANICAL TRADE.D.ANY FIXTURES, EQUIPMENT OR APPARATUS DELIVEREDTO THE PROJECT & STORED ON THE PROJECT EXPOSEDTO THE WEATHER, SHALL BE COMPLETELY COVEREDWITH MINIMUM 6 MIL WHITE POLYETHYLENE SHEETS.1.18 CHANGE PROPOSAL REQUESTSA.ALL CHANGE PROPOSAL REQUESTS FOR WORKADDITIONAL TO THE BASE BID CONTRACT SHALL BEBASED ON MATERIAL, LABOR, OVERHEAD AND PROFITCOSTS AS PUBLISHED IN THE LATEST EDITION OF"MEANS MECHANICAL, ELECTRICAL, PLUMBING, ANDBUILDING CONSTRUCTION COST DATA". COORDINATEWITH PROJECT GENERAL CONDITIONS.1.19 FINAL PAYMENTA.FINAL PAYMENT SHALL BE WITHHELD UNTIL ALL ITEMSOF DEFICIENCY ARE CORRECTED AND ACCEPTED, ANDCOMPLETE SETS OF REPRODUCIBLE "AS-BUILT"RECORD DRAWINGS ARE RECEIVED FROM EACHSUBCONTRACTOR FOR THEIR WORK.1.20 ELECTRONIC FILE DRAWINGS FOR CONTRACTOR USEA.AUTOCAD DRAWINGS WILL BE MADE AVAILABLE FORCONTRACTOR USE AT A COST OF $150.00 PERREQUEST. THE CONTRACTOR SHALL ALLOCATE THECOST IN BASE BID, AND NO EXTRA CHARGES WILL BEACCEPTED.PART 2 - PRODUCTS2.01 FLANGES, UNIONS, AND COUPLINGSA.UNIONS SHALL BE USED FOR PIPING 3-1/2" SIZE ANDSMALLER: FOR GENERAL USE, UNIONS SHALL BEMALLEABLE IRON, GALVANIZED, WITH BRASS TO IRONSEAT. ASTM A197 AND ANSI B16.3.150 LB CLASS:SIMILAR TO STOCKHAM FIG. 694250 LB CLASS:SIMILAR TO STOCKHAM FIG. 794B.FLANGES ONLY SHALL BE USED ON PIPING 4" ANDLARGER: GALVANIZED, CAST IRON, SCEW-ON TYPE.ASTM A 126 CLASS B, ANSI B16.1 AND B16.2.150 LB CLASS, FLAT FACE SMOOTH FINISH:SIMILAR TO STOCKHAM FIG. 490, 491, 492.250 LB CLASS, 1/16 RAISED FACE SMOOTH FINISH:SIMILAR TO STOCKHAM FIG. 590, 591, 592.C.BOLTS FOR FLANGES: HEX HEAD MACHINE BOLTS WITHHEAVY HEX-NUTS. BOLTS AND NUTS SHALL BECADMIUM PLATED. CARBON STEEL ASTM A307, GRADEB.D.GASKETS: FLAT RING GASKET FOR 250 LB CLASS.SIMILAR TO CRNITE, GARLOCK. GASKETS FOR WATERSERVICE MAY ALSO BE 1/16" THICK RED RUBBER.E.FITTING FOR DOMESTIC WATER SERVICE 4" ANDSMALLER: MALLEABLE IRON, 150 LB CLASS,GALVANIZED, BEADED ENDS, SCREWED PATTERN.ASTM A197 AND ANSI B16.3.F.DIELECTRIC CONNECTIONS: UNION WITH GALVANIZEDOR PLATED STEEL THREADED END, COPPER SOLDEREND, WATER IMPERVIOUS ISOLATION BARRIER.2.02 PLUMBING VALVESA.GATE VALVES 2 INCHES & SMALLER: 150 LB. BRONZE,RISING STEM, SCREWED ENDS, ASTM B62 BRONZEBODY AND UNION BONNET, SOLID WEDGE DISC, ANDPAINTED MALLEABLE IRON WHEEL. DESIGN SHALLALLOW REPACKING UNDER PRESSURE, SIMILAR TOCRANE FIG. 431 UB.B.GATE VALVES 2-1/2 INCHES AND LARGER: IRON BODY,BRONZE TRIM, FLANGED ENDS, OS&Y, ASTM A126CLASS B FERROSTEEL BODY AND BONNET, SOLID CASTIRON DISC WITH BRONZE TRIM. DESIGN SHALL ALLOWREPACKING UNDER PRESSURE. WHEEL SHALL BEMALLEABLE. SIMILAR TO CRANE FIG. 465-1/2 125 LBCLASS: SIMILAR TO CRANE FIG. 7-1/2E 250 LB CLASS:C.GLOBE VALVES 2 INCHES & SMALLER: 150 LB. BRONZE,SCREWED ENDS, ASTM B62 BRONZE BODY AND UNIONBONNET, COMPOSITION DISC, AND PAINTEDMALLEABLE IRON WHEEL. DESIGN SHALL ALLOWREPACKING UNDER PRESSURE, SIMILAR TO CRANE FIG.7.D.GATE VALVES 2-1/2 INCHES AND LARGER: FLANGEDEND WITH ASTM A126 CLASS B FERROSTEEL BODY ANDYOKE BONNET, BRONZE DISC, STEM, STEM HOLEBUSHING AND BRONZE RENEWABLE BODY SEAT RINGS,AND MALLEABLE IRON WHEEL.125 LB CLASS:SIMILAR TO CRANE FIG. 351250 LB CLASS:SIMILAR TO CRANE FIG. 21EE.BALL VALVES UP TO 2 INCHES: 600 PSI WOG,TWO-PIECE BRONZE BODY, CHROME PLATED BALL,TEFLON SEATS AND STUFFING BOX RING, LEVERHANDLE THREADED OR SOLDER ENDS.F.BALL VALVES OVER 2 INCHES: CAST STEEL BODY,CHROME PLATED STEEL BALL, TEFLON SEAT ANDSTUFFING BOX SEALS, LEVER HANDLE, FLANGED ENDS.2.03 VALVE NOTESA.ALL VALVES SHALL BE OF THE SAME MANUFACTURER,WHERE PRACTICAL.2.04 CLEANOUTSA.CLEANOUTS: PROVIDE CLEANOUTS WITH THREADEDBRASS PLUGS IN EVERY HORIZONTAL SOIL & WASTEPIPE TO COMPLY WITH CODE, AT THE BASE OF STACKS,IN ALL P-TRAPS NOT INSTALLED IN GROUND AND ATSUCH OTHER POINTS AS MAY BE REQUIRED FORPROPER CLEANING.1.UNFINISHED FLOORSJ.R. SMITH42452.CARPET FLOORS J.R. SMITH4025-Y-NB3.CERAMIC TILE FLOORS J.R. SMITH4045-NB4.VINYL & RUBBER TILE FLOORS J.R. SMITH4145-NB5.TERRAZZO FLOOR J.R. SMITH4185-NB6.FINISHED WALLS J.R. SMITH 44027.EXPOSEDJ.R. SMITH 4400B.NOTE: PROVIDE CLEANOUTS WITH INSIDE CAULKOUTLETS OR AS REQUIRED.2.05 INSULATION SHALL BE PROVIDED AS FOLLOWS.A.ALL WATER PIPING - FIBERGLASS PIPE INSULATION, 1"THICK W/ VAPOR BARRIER & ALL SERVICE JACKET.B.ALL HORIZONTAL STORM SEWER PIPING & ROOF DRAIN- FIBERGLASS PIPE INSULATION, 1" THICK W/ VAPORBARRIER AND ALL SERVICE JACKET.2.06 AIR CHAMBERSA.SUPPLY PIPING TO EACH FIXTURE SHALL HAVE AIRCHAMBERS 12 INCHES LONG OF THE SAME PIPEDIAMETER AS THE SUPPLY PIPING.2.07 PLUMBING FIXTURESA.REFER TO PLUMBING SCHEDULES.2.08 WATER METERA.DOMESTIC WATER METER SHALL BE FURNISHED &INSTALLED BY PLUMBING CONTRACTOR & SHALLCONFORM TO WATER DEPARTMENTREQUIREMENTS.(WATER METER TO BE PURCHASEDFROM BEDFORD PARK WATER DEPARTMENT.PART 3 - EXECUTION3.01 INSTALLATION - PIPING AND SPECIALTIESA.PROVIDE NON-CONDUCTING DIELECTRICCONNECTIONS WHEREVER JOINTING DISSIMILARMETALS.B.INSTALL PIPING TO CONSERVE BUILDING SPACE ANDNOT INTERFERE WITH USE OF SPACE.C.GROUP PIPING WHENEVER PRACTICAL AT COMMONELEVATIONS.D.INSTALL PIPING TO ALLOW FOR EXPANSION ANDCONTRACTION WITHOUT STRESSING PIPE, JOINTS, ORCONNECTED EQUIPMENT.E.PROVIDE CLEARANCE FOR INSTALLATION OFINSULATION AND ACCESS TO VALVES AND FITTINGS.F.WHERE PIPE SUPPORT MEMBERS ARE WELDED TOSTRUCTURAL BUILDING FRAMING, SCRAPE, BRUSHCLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TOWELDING.G.EXTEND CLEANOUTS TO FINISHED FLOOR OR WALLSURFACE. LUBRICATE THREADED CLEAN OUT PLUGSWITH MIXTURE OF GRAPHITE AND LINSEED OIL.ENSURE CLEARANCE AT CLEAN OUT FOR RODDING OFDRAINAGE SYSTEM.3.02 INSTALLATION - FIXTURESA.INSTALL EACH FIXTURE WITH TRAP, EASILYREMOVABLE FOR SERVICING AND CLEANING.B.PROVIDE CHROME PLATED RIGID OR FLEXIBLESUPPLIES TO FIXTURES WITH LOOSE KEY STOPSREDUCERS, AND ESCUTCHEONS.C.SEAL FIXTURES TO WALL & FLOOR SURFACES WITHSEALANT AS REQUIRED, COLOR TO MATCH FIXTURE.3.03 APPLICATIONA.USE GROOVED MECHANICAL COUPLINGS ANDFASTENERS ONLY IN ACCESSIBLE LOCATIONS.B.INSTALL UNIONS DOWNSTREAM OF VALVES AND ATEQUIPMENT OR APPARATUS CONNECTIONS.C.INSTALL BRASS MALE ADAPTERS EACH SIDE OF VALVESIN COPPER PIPED SYSTEM. SWEAT SOLDER ADAPTERSTO PIPE.D.INSTALL GATE VALVES FOR SHUT-OFF & TO ISOLATEEQUIPMENT, PART OF SYSTEMS, OR VERTICAL RISERS.3.04 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM.A.BEFORE BEING PLACED IN SERVICE, ALL DOMESTICWATER DISTRIBUTION SYSTEMS, INCLUDING THOSEFOR COLD WATER AND THE HOT WATER SYSTEMS,SHALL BE FLUSHED AND CHLORINATED. THE METHODTO BE USED SHALL BE AT THE CONTRACTOR'S OPTIONAND ANY ONE OF THE METHODS SET FORTH INSECTION 17 OF THE AWWA STANDARD FORDISINFECTING WATER MAINS, LATEST EDITION,INCLUDING AMENDMENTS THERETO, MAY BE USED.3.05 PRESSURE TESTSA.ALL SOIL, WASTE, STORM AND VENT PIPING SHALL BEPRESSURE TESTED.B.ANY OTHER TESTS REQUIRED BY LOCAL AUTHORITIESSHALL BE PERFORMED BY THIS CONTRACTOR.C.TESTS SHALL BE MADE AS FOLLOWS:1.SOIL, WASTE, STORM AND VENT SYSTEMS: THESESYSTEMS SHALL BE TESTED AFTER THEROUGHING-IN IS COMPLETED AND BEFOREFIXTURES ARE SET. BEFORE FIXTURES ARE SET ANDAFTER ROUGHING-IN HAS BEEN COMPLETED, THESYSTEMS SHALL BE TESTED WITH WATER OR AIR,AS FOLLOWS:a.WATER TEST: THE WATER TEST SHALL BEAPPLIED TO THE DRAINAGE SYSTEM IN ITSENTIRETY OR IN SECTIONS. IF APPLIED TO THEENTIRE SYSTEM ALL OPENINGS IN THE PIPINGSHALL BE TIGHTLY CLOSED, EXCEPT THEHIGHEST OPENING, AND THE SYSTEM FILLEDWITH WATER TO THE POINT OF OVERFLOW. IFTHE SYSTEM IS TESTED IN SECTIONS, EACHOPENING SHALL BE TIGHTLY PLUGGED EXCEPTTHE HIGHEST OPENING OF THE SECTION UNDERTEST, AND EACH SECTION SHALL BE FILLEDWITH WATER, BUT NO SECTION SHALL BETESTED WITH LESS THAN A 10 FT. HEAD OFWATER. IN TESTING SUCCESSIVE SECTIONS, ATLEAST THE UPPER 10 FEET OF THE NEXTPRECEDING SECTION SHALL BE TESTED, SOTHAT NO JOINT OR PIPE IN THE BUILDING(EXCEPT THE UPPERMOST 10 FEET OF THESYSTEM SHALL HAVE BEEN SUBJECTED TO ATEST OF LESS THAN A 10 FT. HEAD OF WATER).THE WATER SHALL BE KEPT IN THE SYSTEM ORIN THE PORTION UNDER TEST FOR AT LEAST 15MINUTES BEFORE INSPECTION STARTS. THESYSTEM SHALL THEN BE TIGHT AT ALL POINTS.b.AIR TEST: THE AIR TEST SHALL BE MADE BYATTACHING AN AIR COMPRESSOR OR TESTINGAPPARATUS TO ANY SUITABLE OPENING ANDAFTER CLOSING ALL OTHER INLETS ANDOUTLETS OF THE SYSTEM, FORCING AIR INTOTHE SYSTEM UNTIL THERE IS A UNIFORM GAUGEPRESSURE OF 5 POUNDS PER SQUARE INCH ORSUFFICIENT TO BALANCE A COLUMN OFMERCURY 10" IN HEIGHT. THIS PRESSURESHALL BE HELD WITHOUT INTRODUCTION OFADDITIONAL AIR FOR A PERIOD OF AT LEAST 15MINUTES.D.ALL HOT, COLD AND HOT WATER CIRCULATING PIPINGSHALL BE PRESSURE TESTED AS SPECIFIED BELOW.1.WATER PIPING:a.SUBJECT ALL PIPING AND CONNECTIONS TO AHYDROSTATIC PRESSURE TEST PRIOR TOPAINTING, INSTALLATION OF INSULATION ORCONCEALMENT WITHIN THE BUILDING. THISTEST PRESSURE SHALL NOT BE LESS THAN 50TO WHICH THE PIPE WILL ORDINARILY BESUBJECTED, UNLESS OTHERWISE HEREINBEFORE SPECIFIED. NO PIPE SHALL BESUBJECTED TO A TEST PRESSURE OF LESS THAN50 PSI.b.TESTS MAY BE MADE OF ISOLATED PORTIONSOF SUCH PIPING AS WILL FACILITATE GENERALPROGRESS OF THE INSTALLATION. ANYREVISIONS MADE IN THE PIPING SYSTEM WILLSUBSEQUENTLY NECESSITATE RETESTING OFSUCH AFFECTED PORTIONS OF THE PIPINGSYSTEMS. ANY DEFECTIVE MATERIAL ORDEFECTS IN WORKMANSHIP THAT DEVELOPDURING THE TESTS SHALL BE REMEDIED ANDTHE SUBJECT PIPING RETESTED.THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 03-07-182 REVISION #1 (N.C.)P1.2PLUMBINGNOTES SEE PLANSFINISHED FLOORWYE OR 1/8 BENDCLEANOUTADJUSTABLE 1TYPICAL FLOOR CLEANOUT DETAILSCALE: NONECOORDINATE WITHEXISTING PIPING 2NOT USEDDOMESTIC WATER ISOM E T R I C D I A G R AM SCALE: NONE EXISTING HOT WATERAND COLD WATER EXISTING SANITARY LINEEXISTING VENT LINEE X I S T I N G V E N T T H R U R O O FEXISTING 2" VENT PIPINGUP THRU SECOND FLOORWA S T E A N D V E N T I S OM E T R I C D I A G R AM S C A L E : N O N E4ISOMETRIC DIAGRAMSSCALE: NONE[E]CW[E]CW [E]HW[E]SAN[E]VFLOORPITCH3FLOOR DRAIN DETAILSCALE: NONEVENT PIPINGWHERE OCCURSON PLANSFINISHEDFLOORFLOORPITCHSEDIMENTBUCKETPIPESECTION3" P-TRAPTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 2P1.3PLUMBINGDETAILS ANDSCHEDULES22203-07-172 REVISION #1 1EXISTING FLOOR DRAIN OR FLOOR CLEANOUT TO REMAIN. CLEAN STRAINER, REMOVEANY DEBRIS FROM TRAP, ROD DRAIN LINE.2EXISTING SANITARY LINE UP TO SECOND FLOOR WITH CLEANOUT AT BASE, ROD DRAINLINE3EXISTING FLOOR DRAIN TO BE REMOVED. REMOVE REMOVE SANITARY AND VENT PIPINGBACK TO MAIN. CAP AND SEAL BRANCH TAKEOFF. COORDINATE CONCRETE WORK ANDFLOOR REPAIR WITH GENERAL CONTRACTOR.4EXISTING FIXTURE TO BE REMOVED, INCLUDING TAILPIECES, SUPPLY LINES(DOWNSTREAM OF STOP VALVES).PREPARE WALL AND ALL UTILITY PIPING TO ACCEPT NEW FIXTURE5EXISTING 2" VENT UP THRU SECOND FLOOR TO ROOF.6EXISTING FIXTURE, FAUCET, SUPPLIES, STOPS, ETC TO REMAIN. CLEAN STRAINER, RODLINE, ENSURE PROPER OPERATION OF FAUCETS, MIXING VALVES, ETC.NOTES:EXISTING EQUIPMENT TO BE REMOVED OR REMAIN:P-1WATER CLOSET (TANK)P-2WATER CLOSET (TANK)P-3URINALP-4LAVATORY OR SINKP-5WASH FOUNTAINP-6SERICE SINKP-7LAVATORY OR SINKP-8ELECTRIC WATER COOLERP-9EMERGENCY SHOWER AND EYE WASHP-10SHOWER7INSTALL NEW FIXTURE IN PLACE OF OLD. VERIFY FUNCTION OF ALL SUPPLY STOPS,REPLACE AS NECESSARY. MAKE ALL FINAL CONNECTIONS TO ALL UTLITIES. PROVIDE NEWACCESSORIES, FITTINGS, ETC FOR A COMPLETE AND OPERABLE INSTALLATION.8CONNECT NEW VENT PIPING TO EXISTING VENT, VERIFY EXACT LOCATION IN FIELD.9CONTRACTOR SHALL PROVIDE ALL SAWCUTS, EXCAVATION, REMOVAL FROM SITE, ETC OFCONCRETE, FILL, SPOILS, ETC AS REQUIRED FOR INSTALLATION OF NEW PIPING.CONTRACTOR SHALL PROVIDE NEW, CLEAN GRANULAR FILL COMPACTED TO 95% INPREPARATION FOR NEW CONCRETE SLAB. COORDINATE ALL REQUIREMENTS WITHGENERAL CONTRACTOR.10REFER TO EQUIPMENT SPECIFICATIONS FOR ALL BLOCKING REQUIREMENTS,COORDINATE WITH GENERAL CONTRACTOR.11ADJUST ALL UTILITIES FOR CONNECTION TO NEW FIXTURE12EXISTING FIXTURE TO BE REMOVED, INCLUDING TAILPIECES, SUPPLY LINES(DOWNSTREAM OF STOP VALVES).[E] P-7[E] FD[E] P-4[E] P-2[E] FD [E] P-6[E] VTR[E] P-2[E] P-4[E]SAN[E] FD114124 441 44"[E]V [E] FD[E]SAN3"3"[E] P-5[E]SAN 3"[E] P-1 [E] P-7[E] FD[E] P-2 [E] FCO[E] P-6[E]SAN [E] FD[E] FCO[E] FD[E] P-2[E] P-44"3"[E]SAN[E]SAN4"4"[E]SAN[E]SAN111112333[E]SAN[E]V 644 [E] FD1 44[E] P-34 544[E]V 56"[E] P-84[E] P-96 114ELECTROOM115STAIR #1113TECHLOUNGE112JANITORSCLOSET109PARTSOFFICE108EQUIP/FILEROOM106SERVICEMANAGER105UNISEXRESTROOM107RENTALMANAGER102VESTIBULE101RENTALLOBBY104DRIVERLOUNGE115STAIR #2101bHALL111MENSLOCKER9[E]SAN3"3"[E]SAN 3"[E]SAN 4"3"[E]SAN[E]SAN4"4"[E]SAN[E]SAN33[E]SAN[E]V UR-1 7 [E]V 6"EWC-1 7 7S-17WC-27WC-17WF-17WC-27L-1114ELECTROOM115STAIR #1113TECHLOUNGE112JANITORSCLOSET109PARTSOFFICE108EQUIP/FILEROOM106SERVICEMANAGER105UNISEXRESTROOM107RENTALMANAGER102VESTIBULE101RENTALLOBBY104DRIVERLOUNGE115STAIR #2101bHALL111MENSLOCKER[E]SAN 4" [E]V 7WC-27WC-27S-17L-17WF-2212MENSRESTROOM211WOMENSRESTROOM213EMPLOYEEROOM11WASTE & VENTPLUMBING PLANSP2.1THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW1PARTIAL SECOND FLOOR DEMOLITION PLAN -WASTE AND VENTSCALE: 1/8" = 1'-0"KEYED NOTESKN2PARTIAL FIRST FLOOR DEMOLITION PLAN -WASTE AND VENTSCALE: 1/8" = 1'-0"NORTHSCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"3PARTIAL SECOND FLOOR PLAN -WASTE AND VENT2PARTIAL FIRST FLOOR PLAN -WASTE AND VENTNORTHNORTHNORTH12-27-172 PERMIT RESPONSE 03-07-183 REVISION #1 06-11-184 REVISION #2 444 1EXISTING FLOOR DRAIN OR FLOOR CLEANOUT TO REMAIN. CLEAN STRAINER, REMOVEANY DEBRIS FROM TRAP, ROD DRAIN LINE.2EXISTING SANITARY LINE UP TO SECOND FLOOR WITH CLEANOUT AT BASE, ROD DRAINLINE3EXISTING STAINLESS STEEL SHOWER ASSEMBLY TO BE REMOVED, INCLUDING SUPPLYSTOPS, BRACKETS, ACCESSORIES, ETC. CAP AND SEAL BRANCH PIPING AT TAKEOFF.4EXISTING FIXTURE TO BE REMOVED, INCLUDING TAILPIECES, SUPPLY LINES(DOWNSTREAM OF STOP VALVES).PREPARE WALL AND ALL UTILITY PIPING TO ACCEPT NEW FIXTURE5EXISTING 2"CW AND 1"HW UP TO SECOND FLOOR6EXISTING FIXTURE, FAUCET, SUPPLIES, STOPS, ETC TO REMAIN. CLEAN STRAINER, RODLINE, ENSURE PROPER OPERATION OF FAUCETS, MIXING VALVES, ETC.NOTES:EXISTING EQUIPMENT DESIGNATIONS:P-1WATER CLOSET (TANK)P-2WATER CLOSET (TANK)P-3URINALP-4LAVATORY OR SINKP-5WASH FOUNTAINP-6SERICE SINKP-7LAVATORY OR SINKP-8ELECTRIC WATER COOLERP-9EMERGENCY SHOWER AND EYE WASHP-10SURFACE MOUNTED SHOWER ASSEMBLYP-11EXTERIOR HOSE BIBBWH-1ELECTRIC WATER HEATER7INSTALL NEW FIXTURE IN PLACE OF OLD. VERIFY FUNCTION OF ALL SUPPLY STOPS,REPLACE AS NECESSARY. MAKE ALL FINAL CONNECTIONS TO ALL UTLITIES. PROVIDE NEWACCESSORIES, FITTINGS, ETC FOR A COMPLETE AND OPERABLE INSTALLATION.8EXISTING 2"CW AND 1"HW DOWN TO SECOND FLOOR9EXISTING ELECTRIC WATER HEATER TO REMAIN. ENSURE PROPER OPERATION OFEQUIPMENT AND ALL ACCESSORIES, REPAIR AS NECESSARY.10INSTALL TRAP PRIMER 12" AFF (MIN), PROVIDE ACCESS DOOR.1/2" FROM TRAP PRIMER DOWN TO FLOOR DRAIN111/2"HW AND 1/2"CW DROPS TO NEW FIXTURE[E] P-64[E]HW2"[E]CW[E]CW1"1-1/2"[E] P-244[E] P-23/4"[E] P-441"1"[E] P-744[E] P-48[E]CW 3/4"[E]CW[E]HW3/4"1"[E] P-44[E] P-24[E] P-103[E] P-54[E] P-116[E] WH-191-1/2"1-1/2"5[E]CW[E] P-74[E] P-66[E] P-84[E] P-94[E]CW[E]HW1-1/2"1-1/4"[E] P-24[E] P-141"1/2"3/4"[E]HW3/4"1"[E] WH-191-1/2"1-1/2"5[E]CW[E]CW [E]HW1-1/2"1-1/4"1"1/2"UR-177S-17WC-27WC-17WF-17WC-27L-17EWC-1[E]CW[E]CW 114ELECTROOM115STAIR #1113TECHLOUNGE112JANITORSCLOSET109PARTSOFFICE108EQUIP/FILEROOM110WOMENSLOCKER106SERVICEMANAGER105UNISEXRESTROOM107RENTALMANAGER102VESTIBULE101RENTALLOBBY104DRIVERLOUNGE115STAIR #2101bHALL111MENSLOCKER3/4"3/4"11[E]HW 2"[E]CW[E]CW 1"1-1/2"3/4"1"1"7WC-27WC-27S-177WF-2L-18212MENSRESTROOM211WOMENSRESTROOM213EMPLOYEEROOMTMV-111WATERPLUMBING PLANSP2.2THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW1PARTIAL SECOND FLOOR DEMOLITION PLAN -WATERSCALE: 1/8" = 1'-0"KEYED NOTESKN2PARTIAL FIRST FLOOR DEMOLITION PLAN -WATERSCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"3PARTIAL SECOND FLOOR PLAN -WATER2PARTIAL FIRST FLOOR PLAN -WATERNORTHNORTHNORTHNORTH12-27-172 PERMIT RESPONSE 03-07-183 REVISION #1 06-11-184 REVISION #244 EXISTING TO REMAINEXISTING UTILITYCOMPANY PADMOUNTEDTRANSFORMEREXISTINGSERVICEGROUNDEXISTING PANEL 'MDP'1200A, 208Y/120-VOLT, 3Ø, 4-WIRE, W/GROUND65,000 A.I.C.TOTAL CONNECTEDLOAD: 371.6KW13225/35724200/36981011EXISTING 1200/3EXISTINGEXISTINGPANEL'PB'28.4 KWEXISTINGEXISTINGPANEL'PD'58.6 KWEXISTINGEXISTINGPANEL'PC'45.4 KW225/3225/3EXISTINGTRUCK BLOCKHEATERPANEL EAST40.0 KW200/3EXISTINGTRUCK BLOCKHEATERPANEL NORTH40.0 KW150/3EXISTINGTRUCK WASHSYSTEM5.0 KW200/3EXISTINGTRUCK BLOCKHEATERPANEL WEST40.0 KW50/3EXISTINGWELDERWEST12.6 KW50/3EXISTING AIRCOMPRESSOR10.1 KW50/3EXISTINGWELDEREAST12.6 KW50/3EXISTINGMAKE UP AIR12.6 KW1260/3EXISTINGUNKNOWN12.6 KW1380/3EXISTINGAC-1 & 215.8 KW14100/3EXISTINGGAS PANEL28.0 KW15100/311 4"C W/4#2 & 1#8 GND COPPER ONLYNEWPANEL'PE'10.1 KWINDICATES EXISTING EQUIPMENTRISER DIAGRAM LEGENDINDICATES NEW EQUIPMENT (FURNISHED &INSTALLED BY ELECTRICAL CONTRACTOR)FURNISH & INSTALLNEW BREAKER(-3.3 KW)(+0.0 KW)(-3.3 KW)(+10.1 KW)TOTAL NEW CONNECTED LOAD:TOTAL ADDED LOAD:TOTAL EXISTING LOAD:371.6KW6.6KW365.0KW1.EXISTING EQUIPMENT ESTIMATED LOAD.THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW PANEL SCH.SINGLE LINE &E1.11ELECTRICAL SINGLE LINE DIAGRAMSCALE: NONE2ELECTRICAL PANEL SCHEDULESSCALE: NONEPANELBOARD NOTES:03-07-182 REVISION #1 222 THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW FORMCOMCHECKE1.21COMCHECK FORMSCALE: NONE203-07-182 REVISION #1 SSSSSSSSSSS03030503S040404114ELECTROOM111MENSLOCKERROOM107RENTALMANAGER106SERVICEMANAGER108EQUIP./FILEROOM101RENTALLOBBY103STAIR #2105UNISEXRESTROOM112JANITORSCLOSET115STAIR #1109PARTSOFFICE102VESTIBULE113TECHLOUNGE104DRIVERLOUNGE080907080907070707070710080707070809CLC040404040404040404 04 040404 04 0404 04 04 0404040403 03 03 03 03 03 04 04 0404 04040704041109071101020304DISCONNECT AND REMOVE EXISTING LIGHT FIXTURE.DISCONNECT & REMOVE EXISTING LIGHT FIXTURE TO BE RELOCATED. LIGHT FIXTURE TO BERELOCATED AS SHOWN ON LIGHTING PLAN 2/E2.1. CLEAN, REFURBISH & REPAIR FIXTURE ASNEEDED TO CONDITION LIGHT FIXTURE TO "LIKE NEW". PROVIDE NEW LENS & LAMPS.RELOCATED LIGHT FIXTURE. INTERCEPT EXISTING HOMERUN AND CIRCUIT(S). EXTENDCIRCUITS TO NEW LIGHT FIXTURE(S) AS SHOWN. FURNISH AND INSTALL JUNCTION BOX(ES),CONDUIT, CONDUCTORS & FITTINGS AS NEEDED.EXISTING LIGHT FIXTURE TO REMAIN. CLEAN, REFURBISH & REPAIR FIXTURE AS NEEDED TOCONDITION LIGHT FIXTURE TO "LIKE NEW". PROVIDE NEW LAMPS.FURNISH AND INSTALL NEW OCCUPANCY SENSOR TO CONTROL ROOM LIGHTING.DISCONNECT AND REMOVE EXISTING SWITCH OR OCCUPANCY SENSOR.EXISTING AREA LIGHTING CONTROLS TO BE REUSED. EXTEND & CONNECT TO NEW AREALIGHT FIXTURES AS REQUIRED.EXISTING EXIT SIGN TO REMAIN.EXISTING EMERGENCY LIGHTING BATTERY PACK TO REMAIN.RELOCATE EXISTING EMERGENCY LIGHTING BATTERY PACK.RELOCATE EXISTING DEVICE AS REQUIRED FOR NEW CEILING.050607090810111. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR PRECISE LOCATIONS OF ALLFIXTURES.2. LIGHTING FIXTURES INSTALLED IN ONE-HOUR RATED CEILING TO BE FURNISHED WITA AONE-HOUR RATED BONNET OVER FIXTURE. REFER TO ARCHITECTURAL DRAWINGS FORLOCATIONS OF ONE-HOUR CEILINGS.3. THE MINIMUM WIRE SIZE SHALL BE 10 AWG. THE CONTRACTOR SHALL PROVIDE ADEDICATED NEUTRAL CONDUCTOR FOR EACH UNGROUNDED CONDUCTOR IN THE MULTI-WIREBRANCH CIRCUIT. WHERE SHARED NEUTRALS ARE PROVIDED, THE MINIMUM SIZE SHALL BE10 AWG AND MULTI-POLE CIRCUIT BREAKERS WILL BE PROVIDED TO DISCONNECT ALLUNGROUNDED CONDUCTORS OF THE MULTI-WIRE BRANCH CIRCUIT.4. COORDINATE FACILITY EXIT SIGNAGE REQUIREMENTS WITH ARCHITECTURAL DOCUMENTSAND SITE INSPECTOR PRIOR TO ROUGH-IN. PROVIDE ADDITIONAL DEVICES AS REQUIRED.CLC = CONNECT TO LOCAL UN-SWITCHED CIRCUITN/L = 24 HOUR NIGHT-LIGHT, UN-SWITCHED, FIXTURE ALSO HAS INTEGRAL BATTERY UNIT.EM = NORMALLY SWITCHED LIGHT FIXTURE AS INDICATED ON PLANS. PROVIDE A CLCCONNECTION TO ACTIVATE THE INTEGRAL BATTERY UNIT.S020202020202 0202020206 IN AREAS WHERE NEW WALL FINISHES ARE BEINGREPLACED/APPLIED, DISCONNECT, REMOVE &RECONNECT EXISTING DEVICES & REMOVE DEVICECOVERS PLATES AS REQUIRED. FURNISH &INSTALL NEW COVER PLATES. NEW DEVICE COVERPLATES COLOR SHALL MATCH EXISTING DEVICE.ELECTROOMMENSLOCKERROOMRENTALMANAGERSERVICEMANAGERRENTALLOBBYSTAIR #2UNISEXRESTROOMJANITORSCLOSETSTAIR #1PARTSOFFICEVESTIBULETECHLOUNGEEQUIPMENT/FILEROOMS0610SSSS02 02 02 02 02010606IN AREAS WHERE NEW WALL FINISHES ARE BEINGREPLACED/APPLIED, DISCONNECT, REMOVE &RECONNECT EXISTING DEVICES & REMOVE DEVICECOVERS PLATES AS REQUIRED. FURNISH &INSTALL NEW COVER PLATES. NEW DEVICE COVERPLATES COLOR SHALL MATCH EXISTING DEVICE.060606JANITORCLOSETMENSRESTROOMWOMENSRESTROOMSTAIR #2STAIR #1CLOSETDAOFFICEDMOFFICEEMPLOYEEROOMCOPY ROOMOFFICEOFFICEOFFICEOFFICEOFFICEOFFICEOFFICEJ10S02 02 06SSSSSSSSSSSS0404020404212MENSRESTROOM211WOMENSRESTROOM214OFFICE #5204STAIR #2208CONFERENCEROOM209STAIR #1203CLOSET202DAOFFICE201DMOFFICE205OFFICE #6213EMPLOYEEROOM215OFFICE #4216OFFICE #3207OFFICE #2206OFFICE #1070707090805S050709S0507070509080709210OFFICE #704 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 04 040403 03 03 03 03 03 040404040303S05PLANSLIGHTINGE2.1KEYED NOTESGENERAL NOTESTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW GNKN1FIRST FLOOR DEMOLITIONLIGHTING PLANSCALE: 18" = 1'-0"NORTHNORTH2FIRST FLOOR LIGHTING PLANSCALE: 18" = 1'-0"3SECOND FLOOR DEMOLITIONLIGHTING PLANSCALE: 18" = 1'-0"NORTH4SECOND FLOOR LIGHTINGPLANSCALE: 18" = 1'-0"NORTHLIGHTING LEGENDLL22203-07-182 REVISION #1 01020304EXISTING EQUIPMENT TO BE RELOCATED. VERIFY CONNECTION REQUIREMENTS AT EXISTINGLOCATION. EXTEND & RECONNECT ALL CONNECTIONS. FURNISH & INSTALL CONDUIT,J-BOX(ES), FITTINGS & CONDUCTORS AS NECESSARY. VERIFY FINAL LOCATION W/OWNER INPRIOR TO ROUGH-IN.RECEPTACLE & CATV OUTLET MOUNTED AT 72" AFF FOR WALL MOUNTED FLAT PANELMONITOR. VERIFY FINAL LOCATION W/OWNER PRIOR TO ROUGH-IN.CONDUIT STUBS FOR DEVICES AT COUNTER ENTER WITHIN SPECIFIC 'ZONES'. COORDINATEW/ARCHITECTURAL DRAWINGS.ELECTRIC HAND DRYER: 120V, 1-PH, PROVIDE JUNCTION BOX FLUSH IN WALL. COORDINATEMOUNTING HEIGHT PRIOR TO ROUGH-IN.MAKE FINAL HOOK-UP TO NEW EQUIPMENT. INTERCEPT EXISTING CIRCUITS OR CONNECT TONEW CIRCUITS SHOWN. EXTEND & RECONNECT CIRCUITS AS REQUIRED TO HOOK-UP NEWEQUIPMENT. FURNISH & INSTALL CONDUIT, J-BOX(ES), FITTINGS & CONDUCTORS ASNECESSARY. VERIFY FINAL LOCATION & REQUIREMENTS W/OWNER PRIOR TO ROUGH-IN.FLUSH, FLOOR JUNCTION BOX WITH (2) 120V, 1-PH, 20A CIRCUITS FOR FURNITURE FEED.WHIP CONNECTION PROVIDED BY FURNITURE SUPPLIER. COORDINATE EXACT BOX LOCATIONW/OWNER & ARCHITECTURAL PLANS PRIOR TO ROUGH-IN.FLUSH, FLOOR JUNCTION BOX FOR DATA/PHONE/ANALOG CABLING CONNECTIONS. CABLINGFED THROUGH TABLE TROUGH & TERMINATED VIA KNOCKOUTS.EXISTING WALL/AREA TO BE REMOVED OR RELOCATED. DISCONNECT & REMOVE ALLEXISTING ELECTRICAL. RELOCATE ANY EQUIPMENT REQUIRED TO REMAIN. EXTEND &RECONNECT CIRCUITS AS REQUIRED. VERIFY IN FIELD W/OWNER.DISCONNECT EXISTING EQUIPMENT TO BE REPLACED. EXTEND & RECONNECT EXISTINGCIRCUITS AS REQUIRED TO HOOK-UP NEW EQUIPMENT.MAKE FINAL CONNECTION TO NEW EXHAUST FAN. INTERLOCK W/ROOM OCCUPANCY SENSOR.TRENCH CONCRETE TO INSTALL NEW CONDUIT TO DESK. (4) 1" CONDUIT SHALL STUB FROMBELOW ISLAND COUNTER TO ABOVE ACCESSIBLE CEILING SPACE. (2) 1"C FOR 120V POWER &(2) 1"C FOR LOW VOLTAGE.SURFACE MOUNT EQUIPMENT ON 34" "AC" PLYWOOD BACKBOARD.05060708091011122#10 &1#10G-34"CPE-1003FLOOR BOX FORPOWER & DATA03JJ020404COPIER &SERVER01TIME CLOCK01NEW PANEL 'PE'10100505[E]PANEL 'PB'2#10 &1#10G-34"CPE-8EUH12#10 &1#10G-34"CPE-3114ELECTROOM111MENSLOCKERROOM107RENTALMANAGER106SERVICEMANAGER108EQUIP./FILEROOM101RENTALLOBBY103STAIR #2105UNISEXRESTROOM112JANITORSCLOSET115STAIR #1109PARTSOFFICE102VESTIBULE113TECHLOUNGE104DRIVERLOUNGE[E]DEMARC[E]TELEPHONE BOARD05GFIGFI[E]T[E]1211[E]03052#10 &1#10G-34"CPE-66#10 &1#10G-1"CPE-5,7,9975IN AREAS WHERE NEW WALL FINISHES ARE BEINGREPLACED/APPLIED, DISCONNECT, REMOVE &RECONNECT EXISTING DEVICES & REMOVE DEVICECOVERS PLATES AS REQUIRED. FURNISH &INSTALL NEW COVER PLATES. NEW DEVICE COVERPLATES COLOR SHALL MATCH EXISTING DEVICE.08RENTALCOUNTER0809ELECTROOMMENSLOCKERROOMRENTALMANAGERSERVICEMANAGERRENTALLOBBYSTAIR #2UNISEXRESTROOMJANITORSCLOSETSTAIR #1PARTSOFFICEVESTIBULETECHLOUNGEFILE ROOMAUTOMOTIVE PIT TO BE INFILLED.DISCONNECT & REMOVE ALL ELECTRICALDEVICES LOCATED IN AUTOMOTIVE PIT.IF DEVICE IS REQUIRED TO REMAIN,RELOCATE AS REQUIRED TO A LOCATIONAS DIRECTED BY PROJECT MANAGER.EXTEND EXISTING CIRCUIT(S) ASNEEDED. OBSOLETE FEEDERS & DEVICESSHALL BE REMOVED IN IT'S ENTIRETYBACK TO SOURCE BREAKER.081.COORDINATE PRECISE DEVICE MOUNTING HEIGHTS AND LOCATIONS WITH FURNITUREPLANS, OWNER, ETC.2.REFER TO MECHANICAL DRAWINGS FOR PRECISE LOCATIONS OF ALL MECHANICALEQUIPMENT.3.CONTRACTOR SHALL PROVIDE PERMANENT FLOOR STRIPING AROUND ELECTRICALEQUIPMENT, (IE PANELS, ETC.) SHOW.4.COORDINATE FACILITY EXIT SIGNAGE REQUIREMENTS WITH ARCHITECTURAL DOCUMENTSAND SITE INSPECTOR PRIOR TO ROUGH-IN. PROVIDE ADDITIONAL DEVICES AS REQUIRED.SHOWING WORKING CLEARANCES PER N.E.C. PROVIDE PERMANENT PLAQUES ADJACENTEQUIPMENT ON WALL STATING WORKING CLEARANCE REQUIREMENTS.5.ALL CONDUITS SHALL BE ROUTED CONCEALED WITHIN BUILDING. WHERE CONDUITS AREREQUIRED TO BE EXPOSED DUE TO BUILDING CONSTRUCTION, RUN PARALLEL ORPERPENDICULAR TO WALLS. ALL CONDUITS CONCEALED WITHIN BLOCK WALLS.6.RECEPTACLES/DATA OUTLETS MOUNTED BACK-TO-BACK IN OFFICE/COMMON WALLS SHALLNOT BE LOCATED IN THE SAME WALL STUD SPACE.7.REFER TO ARCHITECTURAL DRAWINGS & DETAILS FOR ANY/ALL FLOOR DEVICES SPECIFICPLACEMENTS.8.MINIMUM WIRE SIZE SHALL BE #10 AWG. THE CONTRACTOR SHALL PROVIDE DEDICATEDNEUTRAL CONDUCTOR FOR EACH UNGROUNDED CONDUCTOR IN THE MULTI-WIRE BRANCHCIRCUIT. WHERE SHARED NEUTRALS ARE PROVIDED, THE MINIMUM SIZE SHALL BE 10 AWG& MULTI-POLE CIRCUIT BREAKERS WILL BE PROVIDED TO DISCONNECT ALL UNGROUNDEDCONDUCTORS OF THE MULTI-WIRE BRANCH CIRCUIT.SINGLE POLE I.R./MOTION SENSOR SWITCH WITH MANUAL 'OFF' OVERRIDEAND TIME DELAY TO 30 MINUTES. MOUNT AT 44" A.F.F. U.N.O., LOWERCASE LETTER DENOTES FIXTURE CONTROL. 300V. 20A. (SENSOR SWITCH#WSD.GY SERIES DEVICES)POWER DISTRIBUTION J-BOX (WITH FLEX CONNECTION TO EQUIPMENT.)DISCONNECT SWITCH, WITH RATING AS SHOWN ON PLANSBRANCH CIRCUITRY CONCEALED IN WALL OR CEILING WITH #10INSULATED GND. U.N.O. HACHURES INDICATE NUMBER OF CURRENTCARRYING CONDUCTORS. LOW-VOLTAGE BRANCH CIRCUITRYBRANCH CIRCUITRY HOMERUN TO PANEL AS NOTED ON PLANSCIRCUIT BREAKER. AMPERAGE/# OF POLES AS NOTED ON PLANSAPPROVED GROUND. SIZE AND TYPE AS NOTED ON PLANS.MOTOR: HORSEPOWER, VOLTAGE, AND PHASE AS NOTED ON PLANSRECEPTACLES & COMMUNICATIONS OUTLETSISOLATED GROUND DUPLEX CONVENIENCE OUTLET, 20A., 125V., MTD+18" A.F.F. DEVICE SHALL BE IDENTIFIED WITH ORANGE DOT U.N.0.ISOLATED GROUND DUPLEX CONVENIENCE OUTLET, 20A., 125V., MTD+18" A.F.F. DEVICE SHALL BE IDENTIFIED WITH ORANGE DOT U.N.O.DUPLEX CONVENIENCE OUTLET, 20A, 125V, MTD e 18" A.F.F. U.N.O. DOUBLEDUPLEX CONVENIENCE OUTLETS UNDER COMMON COVERDUPLEX CONVENIENCE OUTLET MOUNTED 3" ABOVE COUNTERTOP BACKSPLASHOR APPROXIMATELY 44" A.F.F.DUPLEX CONVENIENCE OUTLET; SPLIT WIRED, WITH TIE-BAR REMOVED.125V. 20A. MTD. e 18" A.F.F. U.N.O.SIMPLEX CONVENIENCE OUTLET 125V. 20A. MTD @ 18" A.F.F. U.N.O.SPECIAL PURPOSE RECEPTACLE MTD. AT 18" A.F.F. U.N.O., AMPERAGE ANDPHASE AS NOTED ON PLANS, NEMA CONFIGURATION AS REQ'D.FLUSH FLOOR MOUNTED DUPLEX CONVENIENCE OUTLET 125V. 20A.FLUSH FLOOR COMBINATION POKE THRU DEVICE WITH 20A. 125V. DUPLEXCONVENIENCE OUTLET, AND PHONE & DATA KNOCK-OUTS.TELEPHONE OUTLET MOUNTED @ + 18" A.F.F. U.N.O.PROVIDE 3/4" CONDUIT WITH PULL WIRE STUBBED ABOVE CEILINGDATA COMMUNICATIONS OUTLET MOUNTED @ + 18" A.F.F. U.N.O. PROVIDE3/4 CONDUIT WITH PULL WIRE STUBBED ABOVE CEILINGCOMBINATION TELE./DATA OUTLET MTD. @ + 18" A.F.F. U.N.O. PROVIDE 3/ 4"CONDUIT WITH PULL WIRE STUBBED ABOVE CEILINGT.V. SYSTEM QUTLET MOUNTED @ +18" A.F.F. U.N.O.PROVIDE 3/4' CONDUIT WITH PULL WIRE STUBBED ABOVE CEILINGFLUSH FLOOR MOUNTED TELEPHONE OUTLETPROVIDE 3/4 CONDUIT WITH PULL WIRE STUBBED ABOVE CEILINGFLUSH FLOOR MOUNTED DATA COMMUNICATIONS OUTLETPROVIDE 3/4 CONDUIT WITH PULL WIRE STUBBED ABOVE CEILINGFLUSH FLOOR MOUNTED COMBO DATA/TELEPHONE OUTLET PROVIDE 3/ 4"CONDUIT WITH PULL WlRE STUBBED ABOVE CEILINGSLIGHTINGJDENOTES CONDUIT CONTAINING A #10 GROUND CONDUCTOR.SURFACE MOUNTED PANELBOARDTHERMOSTAT[E] INDICATES EXISTING EQUIPMENT OR DEVICE TO REMAINTPOWER PLAN MAIN FLOORE2.2THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW1MAIN FLOOR DEMOLITION POWER PLANSCALE: 18" = 1'-0"NORTHSCALE: 18" = 1'-0"2MAIN FLOOR POWER PLANNORTHKEYED NOTESKNGENERAL NOTESGNSYMBOL LISTSL03-07-182 REVISION #1 22 SINGLE POLE I.R./MOTION SENSOR SWITCH WITH MANUAL 'OFF' OVERRIDEAND TIME DELAY TO 30 MINUTES. MOUNT AT 44" A.F.F. U.N.O., LOWERCASE LETTER DENOTES FIXTURE CONTROL. 300V. 20A. (SENSOR SWITCH#WSD.GY SERIES DEVICES)POWER DISTRIBUTION J-BOX (WITH FLEX CONNECTION TO EQUIPMENT.)DISCONNECT SWITCH, WITH RATING AS SHOWN ON PLANSBRANCH CIRCUITRY CONCEALED IN WALL OR CEILING WITH #10INSULATED GND. U.N.O. HACHURES INDICATE NUMBER OF CURRENTCARRYING CONDUCTORS. LOW-VOLTAGE BRANCH CIRCUITRYBRANCH CIRCUITRY HOMERUN TO PANEL AS NOTED ON PLANSCIRCUIT BREAKER. AMPERAGE/# OF POLES AS NOTED ON PLANSAPPROVED GROUND. SIZE AND TYPE AS NOTED ON PLANS.MOTOR: HORSEPOWER, VOLTAGE, AND PHASE AS NOTED ON PLANSRECEPTACLES & COMMUNICATIONS OUTLETSISOLATED GROUND DUPLEX CONVENIENCE OUTLET, 20A., 125V., MTD+18" A.F.F. DEVICE SHALL BE IDENTIFIED WITH ORANGE DOT U.N.0.ISOLATED GROUND DUPLEX CONVENIENCE OUTLET, 20A., 125V., MTD+18" A.F.F. DEVICE SHALL BE IDENTIFIED WITH ORANGE DOT U.N.O.DUPLEX CONVENIENCE OUTLET, 20A, 125V, MTD e 18" A.F.F. U.N.O. DOUBLEDUPLEX CONVENIENCE OUTLETS UNDER COMMON COVERDUPLEX CONVENIENCE OUTLET MOUNTED 3" ABOVE COUNTERTOP BACKSPLASHOR APPROXIMATELY 44" A.F.F.DUPLEX CONVENIENCE OUTLET; SPLIT WIRED, WITH TIE-BAR REMOVED.125V. 20A. MTD. e 18" A.F.F. U.N.O.SIMPLEX CONVENIENCE OUTLET 125V. 20A. MTD @ 18" A.F.F. U.N.O.SPECIAL PURPOSE RECEPTACLE MTD. AT 18" A.F.F. U.N.O., AMPERAGE ANDPHASE AS NOTED ON PLANS, NEMA CONFIGURATION AS REQ'D.FLUSH FLOOR MOUNTED DUPLEX CONVENIENCE OUTLET 125V. 20A.FLUSH FLOOR COMBINATION POKE THRU DEVICE WITH 20A. 125V. DUPLEXCONVENIENCE OUTLET, AND PHONE & DATA KNOCK-OUTS.TELEPHONE OUTLET MOUNTED @ + 18" A.F.F. U.N.O.PROVIDE 3/4" CONDUIT WITH PULL WIRE STUBBED ABOVE CEILINGDATA COMMUNICATIONS OUTLET MOUNTED @ + 18" A.F.F. U.N.O. PROVIDE3/4 CONDUIT WITH PULL WIRE STUBBED ABOVE CEILINGCOMBINATION TELE./DATA OUTLET MTD. @ + 18" A.F.F. U.N.O. PROVIDE 3/ 4"CONDUIT WITH PULL WIRE STUBBED ABOVE CEILINGT.V. SYSTEM QUTLET MOUNTED @ +18" A.F.F. U.N.O.PROVIDE 3/4' CONDUIT WITH PULL WIRE STUBBED ABOVE CEILINGFLUSH FLOOR MOUNTED TELEPHONE OUTLETPROVIDE 3/4 CONDUIT WITH PULL WIRE STUBBED ABOVE CEILINGFLUSH FLOOR MOUNTED DATA COMMUNICATIONS OUTLETPROVIDE 3/4 CONDUIT WITH PULL WIRE STUBBED ABOVE CEILINGFLUSH FLOOR MOUNTED COMBO DATA/TELEPHONE OUTLET PROVIDE 3/ 4"CONDUIT WITH PULL WlRE STUBBED ABOVE CEILINGSLIGHTINGJDENOTES CONDUIT CONTAINING A #10 GROUND CONDUCTOR.SURFACE MOUNTED PANELBOARDTHERMOSTAT[E] INDICATES EXISTING EQUIPMENT OR DEVICE TO REMAINT1.COORDINATE PRECISE DEVICE MOUNTING HEIGHTS AND LOCATIONS WITH FURNITUREPLANS, OWNER, ETC.2.REFER TO MECHANICAL DRAWINGS FOR PRECISE LOCATIONS OF ALL MECHANICALEQUIPMENT.3.CONTRACTOR SHALL PROVIDE PERMANENT FLOOR STRIPING AROUND ELECTRICALEQUIPMENT, (IE PANELS, ETC.) SHOW.4.COORDINATE FACILITY EXIT SIGNAGE REQUIREMENTS WITH ARCHITECTURAL DOCUMENTSAND SITE INSPECTOR PRIOR TO ROUGH-IN. PROVIDE ADDITIONAL DEVICES AS REQUIRED.SHOWING WORKING CLEARANCES PER N.E.C. PROVIDE PERMANENT PLAQUES ADJACENTEQUIPMENT ON WALL STATING WORKING CLEARANCE REQUIREMENTS.5.ALL CONDUITS SHALL BE ROUTED CONCEALED WITHIN BUILDING. WHERE CONDUITS AREREQUIRED TO BE EXPOSED DUE TO BUILDING CONSTRUCTION, RUN PARALLEL ORPERPENDICULAR TO WALLS. ALL CONDUITS CONCEALED WITHIN BLOCK WALLS.6.RECEPTACLES/DATA OUTLETS MOUNTED BACK-TO-BACK IN OFFICE/COMMON WALLS SHALLNOT BE LOCATED IN THE SAME WALL STUD SPACE.7.REFER TO ARCHITECTURAL DRAWINGS & DETAILS FOR ANY/ALL FLOOR DEVICES SPECIFICPLACEMENTS.8.MINIMUM WIRE SIZE SHALL BE #10 AWG. THE CONTRACTOR SHALL PROVIDE DEDICATEDNEUTRAL CONDUCTOR FOR EACH UNGROUNDED CONDUCTOR IN THE MULTI-WIRE BRANCHCIRCUIT. WHERE SHARED NEUTRALS ARE PROVIDED, THE MINIMUM SIZE SHALL BE 10 AWG& MULTI-POLE CIRCUIT BREAKERS WILL BE PROVIDED TO DISCONNECT ALL UNGROUNDEDCONDUCTORS OF THE MULTI-WIRE BRANCH CIRCUIT.JJJJ[E]PANEL 'MDP'[E]PANEL 'PC'[E]PANEL 'PD'4#10 &1#10G-34"CPE-12,1412040414COPIER0102[E]2#10-34"CPE-160505FLOOR BOX FORPOWER & DATA4#10-34"CPE-18,201" TOTMB0706212MENSRESTROOM211WOMENSRESTROOM214OFFICE #5204STAIR #2208CONFERENCEROOM209STAIR #1203CLOSET202DAOFFICE201DMOFFICE205OFFICE #6213EMPLOYEEROOM215OFFICE #4216OFFICE #3207OFFICE #2206OFFICE #11105GFIGFIT[E][E][E][E][E][E][E]T[E]0505210OFFICE #7[E]GFISEE DETAIL 2/A1.4FOR RECEPTACLEMOUNTING LOCATIONS01020304EXISTING EQUIPMENT TO BE RELOCATED. VERIFY CONNECTION REQUIREMENTS AT EXISTINGLOCATION. EXTEND & RECONNECT ALL CONNECTIONS. FURNISH & INSTALL CONDUIT,J-BOX(ES), FITTINGS & CONDUCTORS AS NECESSARY. VERIFY FINAL LOCATION W/OWNER INPRIOR TO ROUGH-IN.RECEPTACLE & CATV OUTLET MOUNTED AT 72" AFF FOR WALL MOUNTED FLAT PANELMONITOR. VERIFY FINAL LOCATION W/OWNER PRIOR TO ROUGH-IN.CONDUIT STUBS FOR DEVICES AT COUNTER ENTER WITHIN SPECIFIC 'ZONES'. COORDINATEW/ARCHITECTURAL DRAWINGS.ELECTRIC HAND DRYER: 120V, 1-PH, PROVIDE JUNCTION BOX FLUSH IN WALL. COORDINATEMOUNTING HEIGHT PRIOR TO ROUGH-IN.MAKE FINAL HOOK-UP TO NEW EQUIPMENT. INTERCEPT EXISTING CIRCUITS OR CONNECT TONEW CIRCUITS SHOWN. EXTEND & RECONNECT CIRCUITS AS REQUIRED TO HOOK-UP NEWEQUIPMENT. FURNISH & INSTALL CONDUIT, J-BOX(ES), FITTINGS & CONDUCTORS ASNECESSARY. VERIFY FINAL LOCATION & REQUIREMENTS W/OWNER PRIOR TO ROUGH-IN.FLUSH, FLOOR JUNCTION BOX WITH (2) 120V, 1-PH, 20A CIRCUITS FOR FURNITURE FEED.WHIP CONNECTION PROVIDED BY FURNITURE SUPPLIER. COORDINATE EXACT BOX LOCATIONW/OWNER & ARCHITECTURAL PLANS PRIOR TO ROUGH-IN.FLUSH, FLOOR JUNCTION BOX FOR DATA/PHONE/ANALOG CABLING CONNECTIONS. CABLINGFED THROUGH TABLE TROUGH & TERMINATED VIA KNOCKOUTS.EXISTING WALL/AREA TO BE REMOVED OR RELOCATED. DISCONNECT & REMOVE ALLEXISTING ELECTRICAL. RELOCATE ANY EQUIPMENT REQUIRED TO REMAIN. EXTEND &RECONNECT CIRCUITS AS REQUIRED. VERIFY IN FIELD W/OWNER.DISCONNECT EXISTING EQUIPMENT TO BE REPLACED. EXTEND & RECONNECT EXISTINGCIRCUITS AS REQUIRED TO HOOK-UP NEW EQUIPMENT.MAKE FINAL CONNECTION TO NEW EXHAUST FAN. INTERLOCK W/ROOM OCCUPANCY SENSOR.TRENCH CONCRETE TO INSTALL NEW CONDUIT TO DESK. (4) 1" CONDUIT SHALL STUB FROMBELOW ISLAND COUNTER TO ABOVE ACCESSIBLE CEILING SPACE. (2) 1"C FOR 120V POWER &(2) 1"C FOR LOW VOLTAGE.SURFACE MOUNT EQUIPMENT ON 34" "AC" PLYWOOD BACKBOARD.0506070809101112IN AREAS WHERE NEW WALL FINISHES ARE BEINGREPLACED/APPLIED, DISCONNECT, REMOVE &RECONNECT EXISTING DEVICES & REMOVE DEVICECOVERS PLATES AS REQUIRED. FURNISH &INSTALL NEW COVER PLATES. NEW DEVICE COVERPLATES COLOR SHALL MATCH EXISTING DEVICE.080808CLOSETMENSRESTROOMWOMENSRESTROOMSTAIR #2STAIR #1CLOSETDAOFFICEDMOFFICEEMPLOYEEROOMCOPY ROOMOFFICEOFFICEOFFICEOFFICEOFFICEOFFICEOFFICE090901REFRIGERATORTELEVISION0109POWER PLANSSECOND FLOORE2.3KEYED NOTESTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW KN2SECOND FLOOR POWER PLANSCALE: 18" = 1'-0"3MEZZ POWER PLANSCALE: 18" = 1'-0"NORTHNORTH1SCALE: 18" = 1'-0"NORTHSECOND FLOOR DEMOLITION POWER PLANGENERAL NOTESGNSYMBOL LISTSL03-07-182 REVISION #1 306-11-183 REVISION #2 6.SPRINKLER SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH NFPA 13, BASEDON ORDINARY HAZARD GROUP 2. LOCATE SPRINKLERS IN ARCHITECTURALPATTERNS, CONSISTENT WITH CEILING GRIDS, LIGHTS, AIR SUPPLY DIFFUSERS,RETURN GRILLS & OTHER CEILING ELEMENTS, WHERE CEILINGS ARE PROVIDEDFROM ARCHITECTURAL REFLECTED CEILING PLANS.7.ALL SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE. CONCEALED HEADS TOBE FACTORY PAINTED TO MATCH CEILING COLOR. CONTRACTOR IS RESPONSIBLETO PROVIDE COLOR SAMPLE TO MANUFACTURER PRIOR TO ORDERING.8.THE ARRANGEMENT, POSITIONS AND CONNECTIONS OF PIPES, DRAINS, VALVES,SPRINKLERS, ETC. SHALL BE ESTABLISHED BY THE FIRE PROTECTIONCONTRACTOR'S WORKING PLANS, WITH GUIDANCE FROM THE DESIGN DRAWINGS,AND SHALL BE CONFIGURED TO DRAIN FULLY, AVOIDING EXCESSIVE AUXILIARYDRAINS. SPRINKLER PIPING SHALL BE CONCEALED ABOVE ARCHITECTURALCEILINGS WHERE CEILINGS ARE PROVIDED, UNLESS INDICATED OTHERWISE.ARRANGEMENT OF WET SPRINKLER PIPING MAY BE TREE, LOOP OR GRID SYSTEMSAS MAY BE HYDRAULICALLY ADVANTAGEOUS. BRANCHLINES SHALL BE ABOVE THETOP OF LIGHTING FIXTURES WITHIN THE CEILING SPACE. DRY SYSTEMS SHALLNOT BE GRIDDED. NO DRY SPRINKLER SYSTEM SHALL BE CONFIGURED GREATERTHAN 750 GALLONS VOLUME PER DRY VALVE. PROVIDE QUICK OPENING DEVICESAT DRY VALVES GREATER THAN 500 GALLONS VOLUME. PROVIDE AIRMAINTENANCE DEVICES AND AIR COMPRESSOR(S) SIZED TO MEET MAXIMUM FILLTIME REQUIREMENTS.9.FURNISH AND INSTALL ALL SPRINKLER HEADS AS ARE REQUIRED BY CODE.SPRINKLER HEADS SHALL BE OF THE AUTOMATIC NORMAL TEMPERATURE UNLESSOTHERWISE SPECIFIED, SOLDER TYPE IN ACCORDANCE WITH NFPA BULLETIN NO13. SPRINKLER HEADS SHOWN ON THIS PLAN ARE FOR INFORMATION. THECONTRACTOR IS RESPONSIBLE TO PROVIDE ADDITIONAL SPRINKLER HEADS TOCOMPLY WITH ALL APPLICABLE CODES.10.COORDINATE SPRINKLER HEADS LOCATIONS WITH THE ARCHITECT DRAWINGSAND FIELD CONDITIONS.11.SPRINKLER HEADS IN FINISHED AREA SHALL BE CHROME PLATED, RECESSED TYPEIN CEILING, IN UNFINISHED AREA SHALL BE BRASS UPRIGHT & SIDE WALLSPRINKLER HEADS SHALL BE CHROME PLATED ESCUTHEON PLATE.12.PROVIDE SIDEWALL SPRINKLER UNDER OVERHEAD DOOR13.SPRINKLER PIPING HANGERS SHALL BE EQUAL AND CONFIRM TO THE NFPAPAMPHLET NO. 13 REQUIREMENTS.14.DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATELOCATIONS UNLESS SPECIFICALLY DIMENSIONED. COORDINATE THE WORK WITHALL TRADES TO AVOID INTERFERENCE. SPRINKLER WORK THAT IS INSTALLEDWHICH INTERFERES WITH THE WORK OF OTHER TRADES DUE TO THE LACK OFCOORDINATION SHALL BE CHANGED AT NO ADDITIONAL COST TO THE OWNER.15.PROVIDE REDUCES PRESSURE DETECTOR ASSEMBY EQUAL TO WATTS SERIES909RPDA WITH BY PASS METER.16.PROVIDE TAMPER SWITCH FOR ALL OS&Y VALVES AND CONNECT TO THE FIREALARM SYSTEM.17.PROVIDE FLOW SWITCHES AND CONNECT TO THE FIRE ALARM SYSTEM.18.PROVIDE FLUSH TYPE ALARM BELL AND STROBE AND WIRING.19.PROVIDE FIRE DEPARTMENT SIAMESE CONNECTION AND RELATED PIPING.20.CONTRACTOR SHALL PROVIDE MAIN/AUXILIARY DRAIN AND INSPECTOR'S TESTCONNECTIONS, CONSISTING OF REQUIRED SIZED PIPING AND GLOBE VALVE, ANDSPECIAL DISCHARGE NOZZLE.21.CONTRACTOR SHALL PROVIDE ALL REQUIRED AND APPROVED ENAMEL ON METALIDENTIFICATION SIGNS AT CONTROL, DRAIN, TEST AND ALARM VALVES, ASREQUIRED BY NFPA PAMPHLET NO. 13, LATEST ISSUE. THE LOCAL FIRE CODEOFFICICAL SHALL BE NOTIFIED AT LEAST FORTY-EIGHT (48) HOURS PRIOR TOCOVERING THE UNDERGROUND FIRE MAIN SO THAT AN INSPECTION OF THEINSTALLATION; TO INCLUDE JOINTS AND THRUST BLOCKS; MAY BE COMPLETED ATTHE FIRE CODE OFFICIALS DISCRETION. SECTIO: NFPA 24-10.10.1.10.10.222.FLUSHING OF THE WATER SUPPLY MAIN, TESTING, ADJUSTING AND RETESTING OFSPRINKLER SYSTEMS ACCORDING TO NFPA #13, UNTIL ACCEPTED BY THE FIREDEPARTMENT & ARCHITECT. THE FIRE PROTECTION CONTRACTOR SHALL REMAINRESPONSIBLE FOR THE SPRINKLER SYSTEMS UNTIL APPROVAL IS OBTAINED.23.SPRINKLER LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURALREFLECTED CEILING PLANS OR ROOM PARTITION LAYOUTS, OR PROVIDED TO MEETNFPA #13 REQUIREMENTS IN UNFINISHED AREAS & EQUIPMENT ROOMS.SPRINKLERS INSTALLED IN AREAS OF ARCHITECTURAL REFLECTED CEILING PLANSSHALL BE QUICK RESPONSE, ORDINARY TEMPERATURE RATED, STANDARDORIFICE, RECESSED & CONCEALED TYPES, CENTERED IN THE SHORT DIMENSIONOF CEILING TILES, & AT QUARTER POINTS OF THE LONG DIMENSION, +/-1", TOPRESENT A BALANCED, SYMMETRICAL LAYOUT WITH ALL OTHER CEILINGELEMENTS. SPRINKLERS IN RESIDENTIAL AREA & CORRIDORS SHALL BE BRASSPENDENT, QUICK RESPONSE RESIDENTIAL TYPE WITH STANDARD ORIFICES,ORDINARY TEMPERATURE RATED, INSTALLED ON BRANCHLINES LOCATED TIGHT TOUNDERSIDE OF EXPOSED HEAVY TIMBER CONSTRUCTION.24.SPRINKLER PIPE AND FITTINGS SHALL BE PROVIDED AS FOLLOWS:A. BURIED AND ABOVE GROUND SPRINKLER PIPING AND FITTINGS SHALL BE INACCORDANCE WITH THE REQUIREMENTS OF NFPA # 13. NO PIPE WITH A CORROSION RESISTANCE RATIO (CRR) LESS THAN (1), SHALL BE THREADED. GALVANIZED STEEL PIPE SHALL BE USED FOR DRY SYSTEMS, MAIN DRAINS, FDCPIPING AND WHERE PIPING IS EXPOSED TO EXTERIOR ATMOSPHERE CONDITIONS. SCHEDULE 40 PIPE SHALL BE USED FOR THREADED JOINTS 2" ANDSMALLER, AND %%UCUT-GROOVED ONLY FOR ALL GALVANIZED STEEL PIPE, 2-1/2"AND LARGER. SCHEDULE 10 LIGHT WALL BLACK PIPE, 2-1/2" AND LARGER, SHALLBE ROLL-GROOVED ONLY. APPROVED MECHANICAL GROOVED JOINTS, COUPLINGS,FITTINGS AND GROOVING EQUIPMENT SHALL BE OF THE SAME MANUFACTURERONLY.B. FLANGES AND FITTINGS SHALL BE PRESSURE RATED FOR THE MAXIMUM SYSTEMPRESSURE. FITTINGS FOR THREADED SCHEDULE 40 PIPE SHALL BE CAST MALLEABLE IRON, LISTED BY UL OR FM, FOR USE IN SPRINKLER SYSTEMS. GASKETS FOR COUPLINGS USED IN DRY SYSTEMS SHALL BE LISTED FOR DRY SYSTEM USE. PROVIDE CONVENTIONAL HANGERS OR SEISMIC HANGERS AND SEISMIC SEPARATION ASSEMBLIES PER NFPA #13 REQUIREMENTS OF LOCAL AREA,AND/OR RESTRAINED HANGERS AT ARM-OVERS AND END OF MAINS, WHERE SYSTEM DISCHARGE PRESSURES EXCEED 100 PSI AT SPRINKLER ORIFICES.NEW FIRE LINE MAIN OR BRANCHLINEQR RECESSED PENDENT SPRINKLERQR CONCEALED PENDENT SPRINKLERQR UPRIGHT or PENDENT SPRINKLERQR HORIZONTAL SIDEWALL SPRINKLERPOINT OF NEW CONNECTION TO EXISTINGOS & Y GATE VALVE W/ TAMPER SWITCHWATERFLOW SWITCH INDICATOR- ALL SYMBOLS MAY NOT BE APPLICABLE TO THESE DRAWINGS.FIRE RISER FROM U.G. SUPPLY MAINQR DRY PENDENT SPRINKLER SYMBOLDRAIN LINEDESCRIPTIONFIRE EXTINGUISHERFEFIRE EXTINGUISHER CABINETFECDRY SPRINKLER PIPINGDSPSPRINKLER PIPINGSPTAMPER SWITCHTSSTIVSPRINKLER TEST INDICATING VALVEFIRE HOSE VALVE FV FVCFIRE HOSE CABINETFS FLOW SWITCHKECKITCHEN EQUIPMENT CONTRACTOR25.PC. PROVIDE NFPA # 24 COMPLYING WATERMAIN FLUSHING OF INCOMING WATERSERVICE ENTRANCE, INSTALLED BY THE PLUMBING TRADE.26.PROVIDE A CERTIFICATE TO LOCAL FIRE DEPARTMENT STATING THET ALLUNDERGROUND MAINS HAVE BEEN FLUSHED, TEITED AND CHLORINATED BEFORECONNECTION TO THE SPRINCLER SYSTEM.EXECUTION:1.THE FIRE PROTECTION SYSTEMSHALL COMPLY WITH ALL REQUIRED ANDADVISORY PROVISIONS OF NFPA 13, NFPA 14 & NFPA 20 & THE LOCAL FIREDEPARTMENT, OWNER'S INSURANCE UNDERWRITER, AND THE ARCHITECT. FLUSHTEST AND CHLORINATE UNDERGROUND IN COMING MAIN IN ACCORDANCE WITHNPPA AND ALL APPLICABLE CODE PRIOR TO CONNECTIONS TO THE SPRINKLERSYSTEM AND PROVIDE CERTIFICATION TO LOCAL FIRE DEPARTMENT.2.ALL PIPE HANGERS, RODS AND ATTACHMENTS SHALL BE UL LISTED FOR FIREPROTECTION SYSTEMS. ALL THREAD ROD SHALL NOT BE BENT. ALL PIPE HANGERSAND SUPPORTS SHALL BE INSTALLED FROM GENERAL BUILDING CONSTRUCTIONONLY, AND SYSTEM PIPING SHALL NOT BE HUNG FROM DUCTWORK, EQUIPMENT,OTHER PIPING OR PIPING SUPPORTS. ALL HANGERS AND LOCATION SHALL BE INACCORDANCE WITH NFPA 13 & NFPA 14.3.ALL UNDERGROUND PIPING SHALL BE TESTED AT 200 PSI FLOW REQUIRED OF 1000GPM WITH VELOCITY OF 10 FT/SEC.4.PROVIDE UA TWO (2) HOUR HYDROSTATIC TEST (SECTION: NFPA 24-10.1.2.2)ADDITIONALLY THE FIRE CODE OFFICIAL SHALL BE NOTIFIED AT LEAST FORTYEIGHT (48) PRIOR TO WITNESS THE HYDROSTATIC TEST.5.USE APPROVED FITTINGS TO MAKE CHANGES IN DIRECTION, BRANCH TAKE-OFFSFROM MAINS AND REDUCTIONS IN PIPE SIZES. BUSHINGS SHALL NOT BE USED.6.INSTALL UNIONS ADJACENT TO VALVES IN PIPING 2" AND SMALLER. USE FLANGESOR FLANGE ADAPTERS IN PIPING AT VALVES OR DEVICES, 2-1/2" AND LARGER.7.INSTALL SPRINKLER SYSTEM PIPING STRAIGHT AND TRUE TO BEAR EVENLY ON ALLPIPE HANGERS.8.PREPARE AND INSTALL PIPING JOINTS, COUPLINGS, FITTINGS, SPECIALTYPRODUCTS AND DEVICES, ACCORDING TO THE MANUFACTURER'S WRITTENINSTRUCTIONS.9.INSTALL SPRINKLERS CENTERED IN SQUARE CEILING TILES, AND CENTERED INTHE NARROW DIMENSION, AT ANY QUARTER POINT OF RECTANGULAR CEILINGTILES.10.SPRINKLER DEFLECTOR POSITIONS SHALL BE PARALLEL CEILING OR TO THE SLOPEOF ROOFS OR VAULTED CEILINGS.11.THE FIRE PROTECTION PIPING SHALL BE TESTED UNDER A HYDROSTATICPRESSURE OF NOT LESS THAT 200 POUNDS, PSIG, FOR A DURATION OF NOT LESSTHAN TWO HOURS AND IN ACCORDANCE WITH ALL CODE REQUIREMENTS. TO BEWITNESSES BY THE FIRE DEPARTMENT.12.CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND SUBMIT TO THE LOCAL FIREPREVENTION BUREAU, INSURANCE UNDERWRITERS AND THEARCHITECT/ENGINEER FOR REVIEW PRIOR TO INSTALLATION OF SPRINKLERSYSTEM. CONTRACTOR IS RESPONSIBLE TO PROVIDE AS-BUILT DRAWINGS.13.PROVIDE VALVE STUB WITH THE HOSE CONNECTION AT THE END OF EACHSPRINKLER BRANCH MAIN FOR THE DISPOSAL OF WATER FLOW.ACCEPTANCE TESTS1.THE CONTRACTOR SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTING PER THEPROVISIONS OF THE APPLICABLE SECTIONS OF NFPA 13, INCLUDING COMPLETIONOF ALL MATERIAL AND TEST CERTIFICATES, VERIFICATION OF THE SUCCESSFULOPERATION OF ALL ALARM DEVICES IN THE PRESENCE OF THE AUTHORITY HAVINGJURISDICTION, HYDROSTATIC PRESSURE TESTS AND FLUSHING OF THE INCOMINGWATER SUPPLY MAIN. SYSTEMS & PORTIONS OF SYSTEMS, WHICH FAILHYDROSTATIC PRESSURE TESTS, SHALL BE REPAIRED & RE-TESTED. ADDITIVESSUCH AS SODIUM SILICATE OR OTHER CHEMICALS SHALL NOT BE USED TO STOPLEAKS.COMMISSIONING AND DEMONSTRATION:1.THE CONTRACTOR SHALL PUT THE SPRINKLER SYSTEMS IN AN APPROVEDOPERATIONAL CONDITION AND DEMONSTRATE TO THE OWNER'S MAINTENANCESTAFF THE NORMAL STATUS AND FAULT STATUS OF ALL SYSTEM COMPONENTS,FAMILIARIZE THEM WITH THE OPERATION AND MAINTENANCE MANUAL AND THEREQUIREMENTS OF NFPA 25.WARRANTEE AND EMERGENCY SERVICE:1.THE CONTRACTOR SHALL GUARANTEE IN WRITING FOR A PERIOD OF ONE YEAR,AFTER THE DATE OF FINAL ACCEPTANCE, ALL SYSTEMS INSTALLED UNDER THISCONTRACT. THE CONTRACTOR SHALL BE RESPONSIBLE DURING THEINSTALLATION, TESTING AND WARRANTEE PERIODS, FOR ANY DAMAGER CAUSEDBY HIM OR HIS SUBCONTRACTORS, CAUSED BY DEFECTS IN MATERIALS ORWORKMANSHIP. THE CONTRACTOR SHALL PROVIDE DURING THE WARRANTEEPERIOD, EMERGENCY REPAIR SERVICE FOR THE SPRINKLER SYSTEMS, WITHIN (4)FOUR HOURS OF A REQUEST BY THE OWNER FOR SUCH SERVICE. THIS SERVICESHALL BE PROVIDED ON A 24-HOUR, 7-DAY A WEEK BASIS UNTIL THE EXPIRATIONOF THE WARRANTY PERIOD.SPACEOCCUPANCYDESIGNDENSITYAREA OFOPERATIONSYSTEMTYPEMAXIMUM AREA/SPRINKLERHOSEDEMANDREMARKSSTORAGEROOMWET250ORDINARYHAZARD.151500130OFFICEWET100LIGHTHAZARD1301500.10EQUIPMENT ROOMWET250ORDINARYHAZARD1301500.15COORIDOR &PUBLIC AREAWET100LIGHTHAZARD2001500.10CANOPYDRY250ORDINARYHAZARD1301500.25ADD 30% TO DENSITY REQUIREMENTFOR DRY SYSTEMSERVICE AREAWET250ORDINARYHAZARD1301500.15CAR WASH AREAWET250ORDINARYHAZARD1301500.15SPRINKLER CONTRACTOR SHALL REVIEW AREA OF WORK SHOWNON FP1.1 AND APPLY SPRINKLER PERFORMANCE SPECIFICATIONSAS REQUIRED TO MODIFY EXISTING SPRINKLER SYSTEMPERFORMANCE SPECIFICATIONS FOR FIRE PROTECTION SCOPE OF WORKGENERAL1. THE CONTRACTOR IS TO ADHERE TO THIS PERFORMANCE SPECIFICATION &PROVIDE A DESIGN TO MEET ALL INTENTS OF THIS SPECIFICATION. THE WORKTHAT IS INDICATED IN THIS DOCUMENT IS AN OVERVIEW OF THE PROJECT,INTENDED TO ESTABLISH THE SCOPE OF THE CONTRACTOR'S RESPONSIBILITIES.THE CONTRACTOR SHALL PREPARE COMPLETE WORKING DRAWINGS FORSPRINKLER SYSTEM BUILD-OUT, WITH THEIR ENGINEER SEAL FOR APPROVAL BYTHE APPROPRIATE AUTHORITIES. THE CONTRACTOR SHALL BE THE ENGINEER OFRECORD. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE COMPLETE & FULLYOPERABLE SPRINKLER SYSTEMS.2. DESIGN SPRINKLER DRAWINGS ARE GIVEN AS GUIDE ONLY, & THEREFORE DO NOTRELIEVE THE CONTRACTOR FROM PROVIDING & INSTALLING ALL EQUIPMENTNECESSARY TO COMPLETE THE INSTALLATION ACCORDING TO THE ABOVEREQUIREMENTS & GENERAL INSTALLATION RULES AS SET FORTH BYUNDERWRITER'S AGENCIES, & NUMBER & SPACING OF SPRINKLER HEADS,SPACING & SIZE OF PIPE, DETAILS, SHALL BE AS REQUIRED BY THE VARIOUSAUTHORITIES.3. THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED IN STRICT ACCORDANCEWITH THE LOCAL FIRE CODE & DIRECTIVES, THE NFPA #13. LOCAL AMENDMENTS.THE REQUIREMENTS OF THE OWNER'S INSURANCE UNDERWRITER & THEAUTHORITY HAVING JURISDICTION (AHJ). COMPLETE SPRINKLER PROTECTIONSHALL BE PROVIDED THROUGHOUT ALL BUILDING AREAS, UNLESS SPRINKLEROMISSION IS ALLOWED BY CODE OR AMENDMENTS, OR SPECIFICALLY NOTEDOTHERWISE.4. ALL COMPONENTS OF THE FIRE PROTECTION SPRINKLER SYSTEM SHALL BE ULLISTED AND/OR FACTORY MUTUAL GLOBAL APPROVED, & HAVE PRIOR APPROVALOF THE AUTHORITY HAVING JURISDICTION FOR USE IN FIRE SPRINKLER SYSTEMS. THE SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING: A. SITE VISIT TO EXAMINE THE EXISTING CONDITIONS THAT MAY EFFECT THEEFFICIENT & TIMELY PERFORMANCE OF THE WORK INDICATED.B. OBTAIN AND PAY FOR ALL PERMITS, LICENSES, APPROVALS, REVIEWS &INSPECTIONS, & CONDUCT ALL UTILITY SHUT-DOWNS, TAPPINGCONNECTIONS & TESTS.C. PROVIDE TEMPORARY FIRE PROTECTION WITH-IN THE PROJECT AREA ASREQUIRED BY THE AHJ & OWNER FOR ALL REQUIRED CONSTRUCTIONOPERATIONS. PROVIDE A FIRE WATCH FOR ALL FIRE SAFETY SYSTEMSPLACED OUT OF SERVICE FOR MORE THAN 4 HOURS. ALL DOWN TIME TO BECOORDINATE WITH FIRE DEPARTMENT & OWNER 5 DAYS IN ADVANCE.D. PROVIDE HYDRAULIC DESIGN OF FIRE PROTECTION SYSTEMS, INCLUDINGCOORDINATED SHOP DRAWINGS AND CALCULATIONS, SUBMITTALS FORAPPROVALS TO ARCHITECT/ENGINEER, AHJ & OWNER'S INSURANCEUNDERWRITER. CALCULATIONS SHALL BE BASED ON NFPA #13 COMPLIANT2-HYDRANT WATER FLOW TEST, LESS THAN (1) YEAR OLD. CONDUCTSUCH A TEST IF RECORD DATA IS UNAVAILABLE OR OUT OF DATE.E. INSTALLATION OF APPROVED SYSTEMS INCLUDING ALL NECESSARYMATERIALS, PRODUCTS, COMPONENTS, DEVICES, SPECIALTIES &EQUIPMENT, LABOR, SERVICES, LOADING, UNLOADING, HOISTING,HANDLING & STORAGE OF MATERIALS, CUTTING, CORING & PATCHING OFPENETRATIONS OF GENERAL CONSTRUCTION, MADE TO INSTALL THESPRINKLER WORK.F. PIPE SLEEVES SET IN COORDINATED LOCATIONS, THROUGH WALLS, FLOORS & STRUCTURAL ELEMENTS, WITH CHROME PLATED OR PRIMED FINISHED STEEL ESCUTCHEONS PLATES FOR EXPOSED TO VIEW PIPES, PASSING THROUGH FINISHED WALLS, FLOORS AND CEILINGS.G. SMOKE & FIRE STOPPING OF ALL PENETRATIONS CREATED BY THIS CONTRACT, PROVIDE A 2-PART MINIMUM, FIRE STOPPING SYSTEM, COMPLYING WITH LOCAL FIRE DEPARTMENT APPROVED, UL LISTED DETAILS, WHICH ESTABLISH A SMOKE OR FIRE RESISTANCE RATING, EQUAL TO OR GREATER THAN THE FLOOR OR WALL PENETRATED.H. ALL REQUIRED ACCEPTANCE TESTING & DOCUMENTATION TO THE SATISFACTION OF AHJ.I. PROVIDE TEMPORARY FIRE PROTECTION AS REQUIRED BY THE AHJ, FOR ALLREQUIRED CONSTRUCTION OPERATIONS.J. CLEANUP, ON A DAILY BASIS, OF ALL DEBRIS ASSOCIATED WITH THE SPRINKLER INSTALLATION CONTRACT.K. PROVIDE EQUIPMENT MANUALS, RECORD DRAWINGS, VALVE TAG SCHEDULES, TESTING CERTIFICATES AND PERSONNEL INSTRUCTION FOREACH SYSTEM, PRIOR TO SYSTEM TURN-OVER TO THE OWNER.L. FIRE PROTECTION CONTRACTOR SHALL PROVIDE ACCESS PANELS NECESSITATED BY THE CONFIGURATION OF HIS WORK, TO THE GENERALCONTRACTOR FOR INSTALLATION. REFER TO GENERAL SPECIFICATIONSECTIONS FOR THE ACCESS PANEL TYPES, REQUIRED TO BE PROVIDED.M. FIRE PROTECTION CONTRACTOR SHALL PROVIDE PERMANENT FIRE EXTINGUISHERS AND CABINETS, AS REQUIRED BY NFPA #10, & FOR LOCATIONS SEE ARCHITECTURAL DRAWINGS.N. ALL WORK PERFORMED BY THIS CONTRACTOR SHALL BE GUARANTEED INWRITING, FOR A PERIOD OF NOT LESS THAN ONE YEAR, FROM THE DATE OFFINAL ACCEPTANCE.5.DESIGN EACH SPRINKLER SYSTEM GIVING FULL CONSIDERATION TO THEHORIZONTAL & VERTICAL OBSTRUCTIONS TO SPRINKLER SPRAY PATTERNS, PRESENTED BY ARCHITECTURAL LAYOUTS OF ROOMS, DIFFERENT ADJACENTCEILING ELEVATIONS, BUILDING CONSTRUCTION, DUCTWORK & MECHANICAL EQUIPMENT, SUSPENDED LIGHTS, ELECTRICAL EQUIPMENT & CONDUIT BANKS. COORDINATE THE LOCATION & LAYOUT OF SPRINKLERS, PIPING & EQUIPMENT WITH THE DETAILED INSTALLATION DRAWINGS OF ALL OTHER TRADES. PROVIDE ADDITIONAL SPRINKLER HEADS FOR FULL COVERAGE.CRITERIAFIRE PROTECTIONFP1.0THESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW 03-07-182 REVISION #1 (N.C.) 1.REFER TO FP1.0 FOR PERFORMANCE SPECIFICATIONS FOR DESIGN/BUILD SPRINKLERSYSTEM AS IT RELATES TO MODIFICATION OF EXISTING SYSTEM2.ANY MISSING OR DAMAGED ESCUTCHEON PLATES SHALL BE REPLACED WITH NEW3.REFER TO REFLECTED CEILING PLAN FOR NEW GRID LAYOUT90'-0" 1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2" 1'-21 2"20'-91 2"23'-0"22'-6"21'-41 2"1'-11 2"133'-0"1112"30'-612"24'-6"21'-6"27'-0"27'-3"1'-3"0101010102AREA OFWORKAREA OFWORKAREA OFWORK0101RELOCATED SPRINKLER HEAD, ARM OVER PIPING TO NEW LOCATION. REFER TO FP1.102NEW SPRINKLER HEAD, CONNECT BRANCH LINE INTO EXISTING SPRINKLER MAIN.1'-21 2"22'-91 2"21'-0"25'-0"18'-101 2"1'-11 2"1112"30'-612"01AREA OFWORK020101AREA OFWORK0101FLOOR PLANFIRE PROTECTIONFP1.1KEYED NOTESGENERAL NOTESTHESE DRAWINGS ANDSPECIFICATIONS, AS INSTRUMENTSOF SERVICE, ARE AND SHALLREMAIN THE PROPERTY OF THEARCHITECT WHETHER THEPROJECT FOR WHICH THEY AREMADE IS EXECUTED OR NOT. THESEDRAWINGS AND SPECIFICATIONSSHALL NOT BE USED BY ANYPERSON OR ENTITY ON OTHERPROJECTS, FOR ADDITIONS TO THISPROJECT, OR COMPLETION OF THISPROJECT-WHEN PHASED-WITHOUTTHE WRITTEN CONSENT OF C + T,LTD. Copyright © 2017CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com17-4400111-20-2017TYPEDATE#REVISION DATESPROJECT NUMBERCERTIFICATION:DATESHEET NUMBERSHEET TITLE965 ALDRIN DRIVE EAGAN, MN 55121 PENSKE Truck Leasing 11-20-171 PERMIT/OWNER REVIEW GNKN1FIRE PROTECTION PLANSCALE: 18" = 1'-0"NORTH03-07-182 REVISION #1SCALE: 18" = 1'-0"NORTH2FIRE PROT. 2ND FLR PLAN222