MINNEAPOLIS, MN MEDICAL CENTER - AWS

49
MISSISSIPPI RIVER. C of River MINNEHAHA AVE. SOUTH (T.H.55) 46th. AVE. SOUTH 47th Avenue South 46th Avenue South EAST 54th. STREET STREET 55th. 56th. STREET 0 5 S U B 57th. STREET 58th. STREET V E T E R A N S A D M I N I S T R A T I O N H O S P I T A L F I N I S H F L O O R E L E V A T I O N = 8 4 0 . 3 3 FENCE LINE FENCE LINE 5 VA MEDICAL CENTER 71A 71B 76 73 77 70 68 49 49A 47 62 LOT 9 LOT 10 LOT 8 LOT 11 LOT 43A LOT 43B L O T 43C L OT 1 LOT 7 LOT 6 LOT 4 LOT 3 LOT 73 LOT 76 LOT 5 LOT 49 CREDIT UNION SRO HOUSING 74 75 9 64 71 69 14 34 18 LOT B-9A LOT B-9B 13 12 11 10 72 VA MEDICAL CENTER T-47 ACOUSTIC TILE (DOOR) ACTUATION DEVICE ADJUSTABLE ABOVE FINISHED FLOOR AUTHORITY(IES) HAVING JURISDICTION ALTERNATE ALUMINUM ACCESS PANEL BOARD BUILDING BLOCKING BEAM FURNISHED BY OWNER CATCH BASIN CABINET CONTRACTOR FURNISHED / CONTRACTOR INSTALLED CORNER GUARD CAST IRON CONTROL JOINT CERAMIC TILE CEMENT PLASTER CEILING CLEAR COLUMN COMPOSITION CONCRETE CONCRETE MASONRY UNIT CONTINUOUS CONTRACTOR CARPET DOUBLE DIAPER CHANGING STATION DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR EACH (EQUIPMENT) VENDOR FURNISHED / (EQUIPMENT) VENDOR INSTALLED EACH FACE ELECTRICAL ELEVATION, ELEVATOR EQUIPMENT EACH WAY EXPANSION, EXISTING EXPOSED EXPANSION MATERIAL EXTERIOR EXISTING FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FEMININE HYGIENE VENDOR FINISH FL. FLOOR FIREPROOFING FOOTING GAUGE GRAB BAR GALVANIZED GALVANIZED IRON GLASS GYPSUM BOARD HOLLOW CORE HARDBOARD HANDRAIL HARDWARE HARDWOOD HEIGHT HOLLOW METAL HORIZONTAL INSULATION INTERIOR JST. JT. LAV MAT'L MAX. MECH. MIN. M.O. M.R. MTL. MFR. MTD N.I.C. NO. N.T.S. O.C. O.D. OPG. OPP. PERF. PL. PLAM. PLAS. PLYWD. PTCL.BD. PT., PTD. PTD PTN. Q.T. R. REINF. REQD. REV. RM. R.O. R.S. RUBB. S.C. S.D. SD S.G.T. SIM. SPEC. SF SND STL. STOR. STRUCT. T. TEMP. T & G TPD TYP. VC V.C.T. VERT. VV W/O W.C. WD WDW. W. GL. WPG. W.W.M. < C P ' " # Ø JOIST JOINT LAVATORY MATERIAL MAXIMUM MECHANICAL MINIMUM, MINUTE MASONRY OPENING MOISTURE RESISTANT METAL MANUFACTURER MOUNTED NOT IN CONTRACT NUMBER NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE PERFORATED PLATE PLASTIC LAMINATE PLASTER PLYWOOD PARTICLE BOARD PAINT, PAINTED PAPER TOWEL DISPENSER PARTITION QUARRY TILE RISER, RADIUS REINFORCE, REINFORCING REQUIRED REVERSE ROOM ROUGH OPENING ROUGH SAWN RUBBER SOLID CORE SEE DETAIL SOAP DISPENSER STRUCTURAL GLAZED TILE SIMILAR SPECIFICATION, SPECIAL SQUARE FOOT SANITARY NAPKIN DISPOSAL STEEL STORAGE STRUCTURAL TREAD, TOILET TEMPERED TONGUE AND GROOVE TOILET PAPER DISPENSER TYPICAL VA FURNISHED / CONTRACTOR INSTALLED VINYL COMPOSITION TILE VERTICAL VA FURNISHED / VA INSTALLED WITHOUT WATER CLOSET WOOD WINDOW WIRE GLASS WATERPROOFING WELDED WIRE MESH ANGLE CENTER LINE CHANNEL PLATE FEET INCHES NUMBER ROUND, DIAMETER ACT AD ADJ. A.F.F. AHJ ALT. ALUM. A.P. BD. BLDG. BLKG. BM. BO C.B. CBT. CC CG. C.I. C.J. C.T. CEM. PLAS. CLG. CLR. COL. COMP. CONC. CMU CONT. CONTR. CPT. DBL. DCS DET. D.F. DIA. DIM. DN. DR. EA. EE E.F. ELEC. EL., ELEV. EQUIP. E.W. EX EXP. EXP. MAT'L. EXT. EXIST. FDN. F.E. FEC FHV FIN. FLR. F.P. FTG. GA. G.B. GALV. G.I. GL. GYP H.C. HDBD.' HDRL. HDW. HDWD. HT. H.M. HORIZ. INSUL. INT. ROOM NAME 101A MOD00 1 DETAIL NUMBER SHEET NUMBER 101A.1 LAYERS OF GYPSUM BOARD / COVERING INDICATOR M 3 1A SIZE INDICATOR SUB TYPE IDENTIFIER MATERIAL INDICATOR POINT REFERENCED ELEVATION ELEVATION INDICATOR WALL/ PARTITION TYPE ROOM NAME/ NUMBER KEYNOTE EQUIPMENT TAG REVISION NUMBER REFERENCE TAG SECTION REFERENCE BUILDING SECTION REFERENCE EXTERIOR ELEVATION REFERENCE INTERIOR ELEVATION / ISOMETRIC DRAWING REFERENCE WINDOW/ LOUVER TAG DOOR TAG PLYWOOD WOOD BLOCKING FACE BRICK CONCRETE BLOCK CONCRETE BLOCK (LARGE SCALE) WOOD STUD PARTITION METAL STUD PARTITION BATT INSULATION EXTERIOR RIGID INSULATION RIGID INSULATION (LARGE SCALE) FINISH WOOD GYPSUM BOARD OR PLASTER METAL-LARGE SCALE EXISTING (DETAILS/SECTIONS) ABBREVIATIONS REFERENCE SYMBOLS MATERIALS A0.01 1 1 1 A0.00 1 A0.00 A0.00 WALL FINISH INDICATOR XXX.0 1 A0.00 1 4 3 2 1 A0.00 1 A0.00 105 105 DEPARTMENT OF VETERANS AFFAIRS MINNEAPOLIS, MN MEDICAL CENTER UPGRADE CATH LABS 2 & 3 - BUILDING 70, PHASE 2: CATH LAB 2 VA PROJECT NO. 618-CSI-146 (b) LHB, INC. 701 WASHINGTON AVE N, SUITE 200 MINNEAPOLIS, MN 55401 U.S. DEPARTMENT OF VETERANS AFFAIRS ONE VETERANS DRIVE MINNEAPOLIS, MN 55417 CLIENT ARCHITECT INTERIOR DESIGNER MECHANICAL ENGINEER ELECTRICAL ENGINEER LHB, INC. 701 WASHINGTON AVE N, SUITE 200 MINNEAPOLIS, MN 55401 CONTACT: RANDI SUNDELL PHONE: (612) 752-6958 E-MAIL: [email protected] LHB, INC. 701 WASHINGTON AVE N, SUITE 200 MINNEAPOLIS, MN 55401 CONTACT: BUD BRASCH PHONE: (612) 766-2816 E-MAIL: [email protected] NORTH STRUCTURAL ENGINEER LHB, INC. 701 WASHINGTON AVE N, SUITE 200 MINNEAPOLIS, MN 55401 CONTACT: GREGG CURTIS PHONE: (612) 766-2805 E-MAIL: [email protected] CONTACT: MARK ANGELL PROJECT MANAGER ONE VETERANS DRIVE MAIL STOP 138 ROOM NUMBER BR-144 MINNEAPOLIS, MN 55417 PHONE: (612) 467-2653 FAX: (612) 727-5960 E-MAIL: [email protected] CONTACT: NATHAN POTRATZ PROJECT ARCHITECT PHONE: (612) 752-6975 E-MAIL: [email protected] STANLEY CONSULTANTS, INC. 225 IOWA AVENUE MUSCATINE, IA 52761 CONTACT: GLENN JENSEN PHONE: (563) 264-6600 DIRECT: (563) 264-6478 FAX: (563) 264-6658 E-MAIL: [email protected] CONSTRUCTION COST ESTIMATING ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE CODES AND REGULATIONS. APPLICABLE CODES INCLUDE: AS AN AGENCY OF THE FEDERAL GOVERNMENT, THE VA IS NOT SUBJECT TO LOCAL CODE REQUIREMENTS. ALL MAJOR NOISE PRODUCING ACTIVITIES SHALL BE ACCOMPLISHED BETWEEN THE HOURS OF 5:00 PM AND 7:00 AM. CONTRACTOR SHALL COMPLY WITH OWNER'S INFECTION CONTROL & LIFE SAFETY MEASURES DURING THE DEMOLITION/CONSTRUCTION PROCESS. CONSTRUCTION BARRIERS SHALL BE IN ACCORDANCE WITH NFPA 241. CONTRACTOR SHALL COMPLY WITH OWNER'S "SAFETY MANAGEMENT POLICIES". CONTRACTOR SHALL VISIT THE SITE AND APPRAISE HIMSELF/HERSELF OF EXISTING CONDITIONS AND SEQUENCES FOR INSTALLATION. DRAWINGS ARE NOT TO BE SCALED. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES OCCUR. MATERIALS AND NOTES COMMON TO SEVERAL DRAWINGS MAY BE NOTED ON ONLY ONE DRAWING. CONTRACTOR SHALL BE RESPONSIBLE FOR ENTIRE SET OF DOCUMENTS. REVIEW SPECIFICATIONS FOR INSTRUCTIONS NOT SHOWN ON DRAWINGS. REFERENCES SHOWN ON DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKE CONDITIONS AND DO NOT LIMIT APPLICATION OF DRAWING OR DETAIL WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL MAINTAIN CLEAN AND PRESENTABLE WORK AND STORAGE AREAS, AND SHALL NOT ALLOW ANY MATERIAL AS A RESULT OF DEMOLITION OR CONSTRUCTION TO ACCUMULATE. PRIOR TO COMMENCEMENT OF ANY OPERATION, EACH CONTRACTOR SHALL EXAMINE WORK PERFORMED BY OTHERS TO WHICH HIS OR HER WORK ADJOINS OR IS APPLIED, AND REPORT TO THE ARCHITECT ANY CONDITIONS PREVENTING SATISFACTORY ACCOMPLISHMENT OF THEIR WORK. STARTING WORK OF ANY OPERATION SHALL INDICATE ACCEPTANCE OF CONDITIONS. UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS. ALL AREAS AFFECTED BY THE PROJECT SHALL BE DELIVERED CLEAN, WHOLE, TIGHT, AND FIT FOR IMMEDIATE OCCUPANCY. A. B. C. D. E. F. G. H. I. J. K. INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION; INCLUDING ALL AMENDMENTS AND DOCUMENTS ADOPTED BY REFERENCE. INTERNATIONAL MECHANICAL CODE (IMC), CHAPTERS 2 THROUGH 15; INTERNATIONAL FUEL GAS CODE (IFGC), CHAPTERS 2 THROUGH 8; INCLUDING ALL AMENDMENTS AND DOCUMENTS ADOPTED BY REFERENCE. NATIONAL ELECTRICAL CODE, 2014 EDITION. ICC/ANSI A117.1-2009; IBC CHAPTER 11; INCLUDING ALL AMENDMENTS AND DOCUMENTS ADOPTED BY REFERENCE. OSHA STANDARDS INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2012 EDITION; ASHRAE STANDARD 90.1-2010, CHAPTERS 2 THROUGH 5; INCLUDING ALL AMENDMENTS AND DOCUMENTS ADOPTED BY REFERENCE. INTERNATIONAL FIRE CODE (IFC), 2006 EDITION. LIFE SAFETY CODE (NFPA 101), 2000 EDITION. DEPARTMENT OF VETERANS AFFAIRS DESIGN MANUALS & STANDARDS * = ISSUED FOR REFERENCE ONLY. * = ISSUED FOR REFERENCE ONLY. LHB, INC. 701 WASHINGTON AVE N, SUITE 200 MINNEAPOLIS, MN 55401 CONTACT: NATE WRIEDT PHONE: (612) 766-2834 E-MAIL: [email protected] CONTACTS LOCATION MAP (MINNEAPOLIS VAMC) BID OPTIONS GENERAL NOTES SHEET INDEX VENDOR DRAWINGS CHIEF OF CARDIOLOGY UNION, 3669 CHIEF, ENVIRONMENTAL MANAGEMENT SERVICE CHIEF, FACILITIES ENGINEERING SAFETY SPS APPROVAL SIGNATURES CARDIOLOGY, CHIEF NURSE UNION, 1969 LOGISTICS CHIEF, PROJECT SECTION INFECTION CONTROL POLICE AND SECURITY CHIEF, BIOMEDICAL ENGINEERING MANAGER, BUILDINGS AND GROUND #1. POURED MMA FLOOR FINISH: - BID OPTION: PROVIDE RF.1 FLOOR AND INTEGRAL COVE BASE FINISH AT SCRUB (3H-104), CATH LAB (3H-105), AND SUPPLY (3H-105B). - BASE BID: WRSF FLOOR AND INTEGRAL COVE BASE FINISH WHERE INDICATED. - REFER TO FINISH PLAN AND SCHEDULES FOR ADDITIONAL INFORMATION. #2. CORRIDOR LIGHT REPLACEMENT: - BID OPTION: REPLACE 31 EXISTING 2x4 FLUORESCENT LIGHT FIXTURES WITH 2x4 LED LIGHT FIXTURES IN CORRIDORS 3C-63 3C-64, 3C-65, 3C-66, 3C-68, 3C-92, 3C-95, 3C-96, AND 3C-173. - BASE BID: EXISTING 2x4 FLUORESCENT LIGHT FIXTURES TO REMAIN IN CORRIDORS. - REFER TO FINISH PLAN FOR ROOM LOCATIONS AND LIGHT FIXTURE SCHEDULE FOR 2x4 LED LIGHT FIXTURE SPECIFICATION. one-eighth inch = one foot one-quarter inch = one foot 0 4 8 16 0 4 8 three-eighths inch = one foot 0 4 one-half inch = one foot 0 4 three-quarter inch = one foot 0 2 inch one inch = one foot one and one-half inch = one foot three inches = one foot 6 0 2 6 0 1 6 0 REVISIONS DATE GENERAL NOTES: GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS & CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVE SUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLED BY THE VARIOUS SUBCONTRACTORS. Approved: Division Chief Date Checked Drawn DRAWING NO. Building Number Project No. 70 Drawing Title Project Title Location I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. REGISTRATION NUMBER: Office of Facilities Management Drawing Scale Approved: Service Director Plot Scale UPGRADE CATH LABS 2 & 3 (PHASE 2: CATH LAB 2) TRUE NORTH PLAN NORTH 701 Washington Avenue North, Suite 200 Minneapolis, Minnesota 55401 | 612.338.2029 LHB: 150499 VA: 618-CSI-146 DATE: 01/19/2018 As indicated C:\Users\nrpotra\Documents\150218 MVAMC CathLabUpgrade A15_nrpotra.rvt 1/22/2018 11:04:22 AM DAM/NRP NRP 1331 - GI0.21 PROJECT TITLE SHEET V.A. MEDICAL CENTER ONE VETERANS DRIVE MINNEAPOLIS, MN 55417 49377 NATHAN POTRATZ 01/19/2018 DRAWING: 1 OF 49 CD ISSUE 01/19/2018 SHEET NO SHEET NAME FP0.21 LEVEL 3 FIRE PROTECTION PLAN E0.21 ELECTRICAL SYMBOLS AND ABBREVIATIONS ED1.23 LEVEL 3 -LIGHTING DEMOLITION PLAN ED1.24 LEVEL 3 - POWER & TECHNOLOGY DEMOLITION PLAN ES1.23 LEVEL 3 - LIGHTING PLAN ES2.23 LEVEL 3 - POWER PLAN ES2.24 LEVEL 3 - INTERSTITIAL CATH 2 ES3.23 LEVEL 3 - SYSTEMS PLAN ES3.24 LEVEL 3 - OVERALL SYSTEMS PLAN ES3.25 PENTHOUSE - AHU PLAN ES7.21 ELECTRICAL DETAILS ES7.22 ELECTRICAL DETAILS ES7.23 ELECTRICAL DETAILS ES8.21 ELECTRICAL SCHEDULES ES8.22 ELECTRICAL SCHEDULES ES8.23 ELECTRICAL CONDUIT SCHEDULES ES9.21 ELECTRICAL DIAGRAMS ES9.22 F1 RISER DIAGRAM : 49 SHEET NO SHEET NAME GI0.21 PROJECT TITLE SHEET GI1.23 CODE PLAN & CODE SUMMARY GI2.23 PHASING PLAN AD1.23 LEVEL 3 DEMOLITION PLANS AD2.23 LEVEL 3 INTERSTITIAL DEMOLITION AND FLOOR PLANS AS1.23 LEVEL 3 FLOOR PLAN AND REFLECTED CEILING PLAN AS2.23 LEVEL 3 FINISH PLAN AS4.21 INTERIOR ELEVATIONS AND ISOMETRIC DRAWINGS AS4.22 INTERIOR ELEVATIONS AND ISOMETRIC DRAWINGS AS5.21 PARTITION TYPES AND INTERIOR DETAILS AS6.21 DOOR & FRAME SCHEDULES & DETAILS AND CASEWORK DETAILS AS7.21 ROOM FINISH SCHEDULE, MATERIALS FINISH LIST AND DETAILS AS9.23 SIGNAGE PLAN SS1.23 GENERAL STRUCTURAL NOTES, DEMOLITION, INTERSTITIAL & 4TH LEVEL FRAMING PLANS SS5.21 DETAILS & SECTIONS M0.21 MECHANICAL SYMBOLS AND ABBREVIATIONS MD1.21 LEVEL 3 VENTILATION AND HYDRONIC DEMOLITION PLAN MD1.22 PENTHOUSE MECHANICAL DEMOLITION PLAN MH2.21 LEVEL 3 HYDRONIC PLAN MH3.21 LEVEL 3 VENTILATION PLAN MH3.22 PENTHOUSE MECHANICAL PLAN MH3.23 70-AHPS-54 AIR HANDLER PLANS MH6.21 MECHANICAL DETAILS MH6.22 CONTROL SYMBOLS AND DIAGRAMS MH7.21 MECHANICAL SCHEDULES PL1.21 LEVEL 2 INTERSTITIAL PLUMBING AND MEDICAL GAS DEMOLITION PLAN PL1.22 LEVEL 3 PLUMBING AND MEDICAL GAS DEMOLITION PLAN PL2.21 LEVEL 2 INTERSTITIAL SANITARY PLAN PL2.22 LEVEL 3 DOMESTIC AND SANITARY PLAN PL4.21 LEVEL 3 MEDICAL GAS PIPING PLAN PL5.21 PLUMBING DETAILS AND SCHEDULES SHEET NO SHEET NAME PHILIPS *C1 COVER SHEET *AN GENERAL NOTES *AL EQUIPMENT LEGEND *A1 EQUIPMENT PLAN *AD1 TRANSPORT DETAILS *AD2 EQUIPMENT DETAILS *AD3 EQUIPMENT DETAILS *AD4 EQUIPMENT DETAILS *AD5 EQUIPMENT DETAILS *AD6 EQUIPMENT DETAILS *AD7 EQUIPMENT DETAILS *SN SUPPORT NOTES *SL SUPPORT LEGEND *S1 SUPPORT PLAN - FLOOR & WALL *S2 SUPPORT PLAN - CEILING *SD1 SUPPORT DETAILS *SD2 SUPPORT DETAILS *SD3 SUPPORT DETAILS *SD4 SUPPORT DETAILS *EN ELECTRICAL NOTES *EL ELECTRICAL LEGEND *EL2 ELECTRICAL LEGEND *E1 ELECTRICAL PLAN *E2 RACEWAY & CONDUIT INFORMATION *E3 RACEWAY & CONDUIT INFORMATION *E4 RACEWAY & CONDUIT INFORMATION *ED1 ELECTRICAL DETAILS *ED2 ELECTRICAL DETAILS *ED3 ELECTRICAL DETAILS *ED4 ELECTRICAL DETAILS *N1 REMOTE SERVICE NETWORK *N2 REMOTE SERVICE NETWORK *CHK CHECK LIST : 33

Transcript of MINNEAPOLIS, MN MEDICAL CENTER - AWS

MISSISSIPPIRIVER.

Cof

River

MINNEHAHA AVE. SOUTH

(T.H.55)

46th. AVE.

SOUTH

47th Avenue

South

46th Avenue

South

EAST 54th.

STREET

STREET55th.

56th.STREET

05SUB

57th.STREET

58th.STREET

VETERANS ADMINISTRATION

HOSPITALFINISH FLOOR ELEVATION =

840.33

FENCELINE

FENCELINE

5

VA MEDICALCENTER

71A

71B

76

73

77

70

68

49

49A

47

62

LOT9

LOT10

LOT8

LOT11

LOT43A

LOT43B

LOT43C

LOT1

LOT7

LOT

6

LOT4

LOT3

LOT

73

LOT

76

LOT5

LOT49

CREDITUNION

SROHOUSING

74

75

9 64 71

69

14

34

18

LOTB-9A

LOTB-9B

13

12

11

10

72

VA MEDICALCENTER

T-47

ACOUSTIC TILE(DOOR) ACTUATION DEVICEADJUSTABLEABOVE FINISHED FLOORAUTHORITY(IES) HAVING JURISDICTIONALTERNATEALUMINUMACCESS PANEL

BOARDBUILDINGBLOCKINGBEAMFURNISHED BY OWNER

CATCH BASINCABINETCONTRACTOR FURNISHED /

CONTRACTOR INSTALLEDCORNER GUARDCAST IRONCONTROL JOINTCERAMIC TILECEMENT PLASTERCEILINGCLEARCOLUMNCOMPOSITIONCONCRETECONCRETE MASONRY UNITCONTINUOUSCONTRACTORCARPET

DOUBLEDIAPER CHANGING STATIONDETAILDRINKING FOUNTAINDIAMETERDIMENSIONDOWNDOOR

EACH(EQUIPMENT) VENDOR FURNISHED /

(EQUIPMENT) VENDOR INSTALLEDEACH FACEELECTRICALELEVATION, ELEVATOREQUIPMENTEACH WAY EXPANSION,EXISTINGEXPOSEDEXPANSION MATERIALEXTERIOREXISTING

FOUNDATIONFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFEMININE HYGIENE VENDORFINISH FL.FLOORFIREPROOFINGFOOTING

GAUGEGRAB BARGALVANIZEDGALVANIZED IRONGLASSGYPSUM BOARD

HOLLOW COREHARDBOARDHANDRAILHARDWAREHARDWOODHEIGHTHOLLOW METALHORIZONTAL

INSULATIONINTERIOR

JST.JT.

LAV

MAT'LMAX.MECH.MIN.M.O.M.R.MTL.MFR.MTD

N.I.C.NO.N.T.S.

O.C.O.D.OPG.OPP.

PERF.PL.PLAM.PLAS.PLYWD.PTCL.BD.PT., PTD.PTDPTN.

Q.T.R.REINF.REQD.REV.RM.R.O.R.S.RUBB.

S.C.S.D.SDS.G.T.SIM.SPEC.SFSNDSTL.STOR.STRUCT.

T.TEMP.T & GTPDTYP.

VC

V.C.T.VERT.VV

W/OW.C.WDWDW.W. GL.WPG.W.W.M.

<CP'"#Ø

JOISTJOINT

LAVATORY

MATERIALMAXIMUMMECHANICALMINIMUM, MINUTEMASONRY OPENINGMOISTURE RESISTANTMETALMANUFACTURERMOUNTED

NOT IN CONTRACTNUMBERNOT TO SCALE

ON CENTEROUTSIDE DIAMETEROPENINGOPPOSITE

PERFORATEDPLATEPLASTIC LAMINATEPLASTERPLYWOODPARTICLE BOARDPAINT, PAINTEDPAPER TOWEL DISPENSERPARTITION

QUARRY TILERISER, RADIUSREINFORCE, REINFORCINGREQUIREDREVERSEROOMROUGH OPENINGROUGH SAWNRUBBER

SOLID CORESEE DETAILSOAP DISPENSERSTRUCTURAL GLAZED TILESIMILARSPECIFICATION, SPECIALSQUARE FOOTSANITARY NAPKIN DISPOSALSTEELSTORAGESTRUCTURAL

TREAD, TOILETTEMPEREDTONGUE AND GROOVETOILET PAPER DISPENSERTYPICAL

VA FURNISHED /CONTRACTOR INSTALLED

VINYL COMPOSITION TILEVERTICALVA FURNISHED / VA INSTALLED

WITHOUTWATER CLOSETWOODWINDOWWIRE GLASSWATERPROOFINGWELDED WIRE MESH

ANGLECENTER LINE CHANNELPLATEFEETINCHESNUMBERROUND, DIAMETER

ACTADADJ.A.F.F.AHJALT.ALUM.A.P.

BD.BLDG.BLKG.BM.BO

C.B.CBT.CC

CG.C.I.C.J.C.T.CEM. PLAS.CLG.CLR.COL.COMP.CONC.CMUCONT.CONTR.CPT.

DBL.DCSDET.D.F.DIA.DIM.DN.DR.

EA.EE

E.F.ELEC.EL., ELEV.EQUIP.E.W.EXEXP.EXP. MAT'L.EXT.EXIST.

FDN.F.E.FECFHVFIN.FLR.F.P.FTG.

GA.G.B.GALV.G.I.GL.GYP

H.C.HDBD.'HDRL.HDW.HDWD.HT.H.M.HORIZ.

INSUL.INT.

ROOM NAME101A

MOD00

1 DETAIL NUMBER

SHEET NUMBER

101A.1

LAYERS OF GYPSUM BOARD/ COVERING INDICATOR

M3

1A

SIZE INDICATOR

SUB TYPE IDENTIFIER

MATERIAL INDICATOR

POINT REFERENCEDELEVATION

ELEVATION INDICATOR

WALL/ PARTITION TYPE

ROOM NAME/ NUMBER

KEYNOTE

EQUIPMENT TAG

REVISION NUMBER

REFERENCE TAG

SECTION REFERENCE

BUILDING SECTION REFERENCE

EXTERIOR ELEVATION REFERENCE

INTERIOR ELEVATION /ISOMETRIC DRAWING REFERENCE

WINDOW/ LOUVER TAG

DOOR TAG

PLYWOOD

WOOD BLOCKING

FACE BRICK

CONCRETE BLOCK

CONCRETE BLOCK (LARGE SCALE)

WOOD STUD PARTITION

METAL STUD PARTITION

BATT INSULATION

EXTERIOR RIGID INSULATION

RIGID INSULATION (LARGE SCALE)

FINISH WOOD

GYPSUM BOARD OR PLASTER

METAL-LARGE SCALE

EXISTING (DETAILS/SECTIONS)

ABBREVIATIONS REFERENCE SYMBOLS

MATERIALS

A0.01

1

1

1A0.00

1A0.00

A0.00

WALL FINISH INDICATORXXX.0

1 A0.00 1

4

3

2

1A0.00

1A0.00

105 105

DEPARTMENT OF VETERANS AFFAIRSMINNEAPOLIS, MN MEDICAL CENTERUPGRADE CATH LABS 2 & 3 - BUILDING 70,PHASE 2: CATH LAB 2VA PROJECT NO. 618-CSI-146 (b)

LHB, INC.701 WASHINGTON AVE N, SUITE 200MINNEAPOLIS, MN 55401

U.S. DEPARTMENT OF VETERANS AFFAIRSONE VETERANS DRIVEMINNEAPOLIS, MN 55417

CLIENT

ARCHITECT

INTERIOR DESIGNER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

LHB, INC.701 WASHINGTON AVE N, SUITE 200MINNEAPOLIS, MN 55401CONTACT: RANDI SUNDELLPHONE: (612) 752-6958E-MAIL: [email protected]

LHB, INC.701 WASHINGTON AVE N, SUITE 200MINNEAPOLIS, MN 55401CONTACT: BUD BRASCHPHONE: (612) 766-2816E-MAIL: [email protected]

NORTH

STRUCTURAL ENGINEERLHB, INC.701 WASHINGTON AVE N, SUITE 200MINNEAPOLIS, MN 55401CONTACT: GREGG CURTISPHONE: (612) 766-2805E-MAIL: [email protected]

CONTACT: MARK ANGELLPROJECT MANAGER

ONE VETERANS DRIVEMAIL STOP 138ROOM NUMBER BR-144MINNEAPOLIS, MN 55417PHONE: (612) 467-2653FAX: (612) 727-5960E-MAIL: [email protected]

CONTACT: NATHAN POTRATZPROJECT ARCHITECT

PHONE: (612) 752-6975E-MAIL: [email protected]

STANLEY CONSULTANTS, INC.225 IOWA AVENUEMUSCATINE, IA 52761CONTACT: GLENN JENSENPHONE: (563) 264-6600DIRECT: (563) 264-6478FAX: (563) 264-6658E-MAIL: [email protected]

CONSTRUCTION COST ESTIMATING

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THEAPPLICABLE CODES AND REGULATIONS. APPLICABLE CODES INCLUDE:

AS AN AGENCY OF THE FEDERAL GOVERNMENT, THE VA IS NOT SUBJECT TO LOCAL CODEREQUIREMENTS.

ALL MAJOR NOISE PRODUCING ACTIVITIES SHALL BE ACCOMPLISHED BETWEEN THEHOURS OF 5:00 PM AND 7:00 AM.

CONTRACTOR SHALL COMPLY WITH OWNER'S INFECTION CONTROL & LIFE SAFETYMEASURES DURING THE DEMOLITION/CONSTRUCTION PROCESS. CONSTRUCTIONBARRIERS SHALL BE IN ACCORDANCE WITH NFPA 241.

CONTRACTOR SHALL COMPLY WITH OWNER'S "SAFETY MANAGEMENT POLICIES".

CONTRACTOR SHALL VISIT THE SITE AND APPRAISE HIMSELF/HERSELF OF EXISTINGCONDITIONS AND SEQUENCES FOR INSTALLATION.

DRAWINGS ARE NOT TO BE SCALED. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONSAND FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFYARCHITECT IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES OCCUR.

MATERIALS AND NOTES COMMON TO SEVERAL DRAWINGS MAY BE NOTED ON ONLY ONEDRAWING. CONTRACTOR SHALL BE RESPONSIBLE FOR ENTIRE SET OF DOCUMENTS.REVIEW SPECIFICATIONS FOR INSTRUCTIONS NOT SHOWN ON DRAWINGS.

REFERENCES SHOWN ON DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKECONDITIONS AND DO NOT LIMIT APPLICATION OF DRAWING OR DETAIL WHERE SPECIFICDIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THEARCHITECT PRIOR TO PROCEEDING WITH WORK.

CONTRACTOR SHALL MAINTAIN CLEAN AND PRESENTABLE WORK AND STORAGE AREAS,AND SHALL NOT ALLOW ANY MATERIAL AS A RESULT OF DEMOLITION OR CONSTRUCTIONTO ACCUMULATE.

PRIOR TO COMMENCEMENT OF ANY OPERATION, EACH CONTRACTOR SHALL EXAMINEWORK PERFORMED BY OTHERS TO WHICH HIS OR HER WORK ADJOINS OR IS APPLIED, ANDREPORT TO THE ARCHITECT ANY CONDITIONS PREVENTING SATISFACTORYACCOMPLISHMENT OF THEIR WORK. STARTING WORK OF ANY OPERATION SHALL INDICATEACCEPTANCE OF CONDITIONS.

UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS.ALL AREAS AFFECTED BY THE PROJECT SHALL BE DELIVERED CLEAN, WHOLE, TIGHT, ANDFIT FOR IMMEDIATE OCCUPANCY.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION;INCLUDING ALL AMENDMENTS AND DOCUMENTS ADOPTED BY REFERENCE.

INTERNATIONAL MECHANICAL CODE (IMC), CHAPTERS 2 THROUGH 15;INTERNATIONAL FUEL GAS CODE (IFGC), CHAPTERS 2 THROUGH 8;INCLUDING ALL AMENDMENTS AND DOCUMENTS ADOPTED BY REFERENCE.

NATIONAL ELECTRICAL CODE, 2014 EDITION.

ICC/ANSI A117.1-2009; IBC CHAPTER 11;INCLUDING ALL AMENDMENTS AND DOCUMENTS ADOPTED BY REFERENCE.

OSHA STANDARDS

INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2012 EDITION;ASHRAE STANDARD 90.1-2010, CHAPTERS 2 THROUGH 5;INCLUDING ALL AMENDMENTS AND DOCUMENTS ADOPTED BY REFERENCE.

INTERNATIONAL FIRE CODE (IFC), 2006 EDITION.

LIFE SAFETY CODE (NFPA 101), 2000 EDITION.

DEPARTMENT OF VETERANS AFFAIRS DESIGN MANUALS & STANDARDS

* = ISSUED FOR REFERENCE ONLY.* = ISSUED FOR REFERENCE ONLY.

LHB, INC.701 WASHINGTON AVE N, SUITE 200MINNEAPOLIS, MN 55401CONTACT: NATE WRIEDTPHONE: (612) 766-2834E-MAIL: [email protected]

CONTACTS LOCATION MAP (MINNEAPOLIS VAMC)

BID OPTIONSGENERAL NOTES SHEET INDEX VENDOR DRAWINGS

CHIEF OF CARDIOLOGY

UNION, 3669CHIEF, ENVIRONMENTAL MANAGEMENT SERVICE

CHIEF, FACILITIES ENGINEERING

SAFETY

SPS

APPROVAL SIGNATURESCARDIOLOGY, CHIEF NURSE

UNION, 1969

LOGISTICS

CHIEF, PROJECT SECTION

INFECTION CONTROL

POLICE AND SECURITY

CHIEF, BIOMEDICAL ENGINEERING

MANAGER, BUILDINGS AND GROUND

#1. POURED MMA FLOOR FINISH:- BID OPTION:

PROVIDE RF.1 FLOOR AND INTEGRAL COVE BASE FINISH AT SCRUB(3H-104), CATH LAB (3H-105), AND SUPPLY (3H-105B).

- BASE BID:WRSF FLOOR AND INTEGRAL COVE BASE FINISH WHERE INDICATED.

- REFER TO FINISH PLAN AND SCHEDULES FOR ADDITIONAL INFORMATION.

#2. CORRIDOR LIGHT REPLACEMENT:- BID OPTION:

REPLACE 31 EXISTING 2x4 FLUORESCENT LIGHT FIXTURES WITH 2x4 LEDLIGHT FIXTURES IN CORRIDORS 3C-63 3C-64, 3C-65, 3C-66, 3C-68, 3C-92,3C-95, 3C-96, AND 3C-173.

- BASE BID:EXISTING 2x4 FLUORESCENT LIGHT FIXTURES TO REMAIN IN CORRIDORS.

- REFER TO FINISH PLAN FOR ROOM LOCATIONS AND LIGHT FIXTURESCHEDULE FOR 2x4 LED LIGHT FIXTURE SPECIFICATION.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

4:22

AM

DAM/NRP NRP

1331 - GI0.21

PROJECT TITLE SHEET

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 1 OF 49

CD ISSUE 01/19/2018

SHEETNO SHEET NAME

FP0.21 LEVEL 3 FIRE PROTECTION PLAN

E0.21 ELECTRICAL SYMBOLS AND ABBREVIATIONSED1.23 LEVEL 3 -LIGHTING DEMOLITION PLANED1.24 LEVEL 3 - POWER & TECHNOLOGY DEMOLITION PLANES1.23 LEVEL 3 - LIGHTING PLANES2.23 LEVEL 3 - POWER PLANES2.24 LEVEL 3 - INTERSTITIAL CATH 2ES3.23 LEVEL 3 - SYSTEMS PLANES3.24 LEVEL 3 - OVERALL SYSTEMS PLANES3.25 PENTHOUSE - AHU PLANES7.21 ELECTRICAL DETAILSES7.22 ELECTRICAL DETAILSES7.23 ELECTRICAL DETAILSES8.21 ELECTRICAL SCHEDULESES8.22 ELECTRICAL SCHEDULESES8.23 ELECTRICAL CONDUIT SCHEDULESES9.21 ELECTRICAL DIAGRAMSES9.22 F1 RISER DIAGRAM: 49

SHEETNO SHEET NAME

GI0.21 PROJECT TITLE SHEETGI1.23 CODE PLAN & CODE SUMMARYGI2.23 PHASING PLAN

AD1.23 LEVEL 3 DEMOLITION PLANSAD2.23 LEVEL 3 INTERSTITIAL DEMOLITION AND FLOOR PLANSAS1.23 LEVEL 3 FLOOR PLAN AND REFLECTED CEILING PLANAS2.23 LEVEL 3 FINISH PLANAS4.21 INTERIOR ELEVATIONS AND ISOMETRIC DRAWINGSAS4.22 INTERIOR ELEVATIONS AND ISOMETRIC DRAWINGSAS5.21 PARTITION TYPES AND INTERIOR DETAILSAS6.21 DOOR & FRAME SCHEDULES & DETAILS AND CASEWORK DETAILSAS7.21 ROOM FINISH SCHEDULE, MATERIALS FINISH LIST AND DETAILSAS9.23 SIGNAGE PLAN

SS1.23 GENERAL STRUCTURAL NOTES, DEMOLITION, INTERSTITIAL & 4TH LEVELFRAMING PLANS

SS5.21 DETAILS & SECTIONS

M0.21 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD1.21 LEVEL 3 VENTILATION AND HYDRONIC DEMOLITION PLANMD1.22 PENTHOUSE MECHANICAL DEMOLITION PLAN

MH2.21 LEVEL 3 HYDRONIC PLANMH3.21 LEVEL 3 VENTILATION PLANMH3.22 PENTHOUSE MECHANICAL PLANMH3.23 70-AHPS-54 AIR HANDLER PLANSMH6.21 MECHANICAL DETAILSMH6.22 CONTROL SYMBOLS AND DIAGRAMSMH7.21 MECHANICAL SCHEDULES

PL1.21 LEVEL 2 INTERSTITIAL PLUMBING AND MEDICAL GAS DEMOLITION PLANPL1.22 LEVEL 3 PLUMBING AND MEDICAL GAS DEMOLITION PLANPL2.21 LEVEL 2 INTERSTITIAL SANITARY PLANPL2.22 LEVEL 3 DOMESTIC AND SANITARY PLANPL4.21 LEVEL 3 MEDICAL GAS PIPING PLANPL5.21 PLUMBING DETAILS AND SCHEDULES

SHEETNO SHEET NAME

PHILIPS*C1 COVER SHEET*AN GENERAL NOTES*AL EQUIPMENT LEGEND*A1 EQUIPMENT PLAN*AD1 TRANSPORT DETAILS*AD2 EQUIPMENT DETAILS*AD3 EQUIPMENT DETAILS*AD4 EQUIPMENT DETAILS*AD5 EQUIPMENT DETAILS*AD6 EQUIPMENT DETAILS*AD7 EQUIPMENT DETAILS*SN SUPPORT NOTES*SL SUPPORT LEGEND*S1 SUPPORT PLAN - FLOOR & WALL*S2 SUPPORT PLAN - CEILING*SD1 SUPPORT DETAILS*SD2 SUPPORT DETAILS*SD3 SUPPORT DETAILS*SD4 SUPPORT DETAILS*EN ELECTRICAL NOTES*EL ELECTRICAL LEGEND*EL2 ELECTRICAL LEGEND*E1 ELECTRICAL PLAN*E2 RACEWAY & CONDUIT INFORMATION*E3 RACEWAY & CONDUIT INFORMATION*E4 RACEWAY & CONDUIT INFORMATION*ED1 ELECTRICAL DETAILS*ED2 ELECTRICAL DETAILS*ED3 ELECTRICAL DETAILS*ED4 ELECTRICAL DETAILS*N1 REMOTE SERVICE NETWORK*N2 REMOTE SERVICE NETWORK*CHK CHECK LIST: 33

0FP0SP1FP1FB1SW1IU1SB2FB2SW2FW3FB3FW4FB4FW

H

1IU

1IU

0SP

0SP

0SP 0SP

1IU

0SP

0SP

2SW

2SW

2SW

2SW

2SW

2SW

2SW

2SW

2SW

2SW2SW

2SW

2SW 2SW

1SB

1SB

1SB

1SB

1SB 1SB

0SP0SP

1IU

0SP0SP0SP

0SP

0SP

0SP

0SP

0SP

0SP

0SP

0SP

0SP

0SP

0SP

0SP

0SP

1IU

1IU1IU

1IU1IU

0SP

0SP

0SP 0SP 0SP 0SP

1SB

1IU

1IU 1IU

0SP

0SP

SP

0SP

0SP

0SP

0SP

0SP

0SP

0SP

0SP

0SP0SP

0SP

0SP

0SP

0SP

0SP

0SP 0SP

1SB

1SB

1SB

1SB

1SB

1SB

1SB

1SB 1SB1SB 1SB 1SB 1SB 1SB

1SB

1SB

1SB

1SB

1SB

1SB

0SP

1IU

1IU

2SW

1SB 1SB1SB 1SB

1SB

1SB

1SB

1SB

1SB

1SB

2SW

2SW

2SW

0SP

2SW

1IU

1IU

0SP

0SP

1SB

1SB

2FB

2FB

2FB

2FB

2FB

2FB

H

H

1SB

1SB

0SP

0SP

0SP

1IU

1IU

0SP

0SP

0SP

1IU

1IU

1IU

0SP

0SP

0SP

1IU

1IU

1SB

0SP

0SP 0SP

0SP

0SP

0SP 0SP 0SP

0SP

CODE INFORMATION

GENERAL CODE NOTES

CODE PLAN LEGEND

I-2 HEALTH CARE1-A 1 (332)FULLY SPRINKLEREDUNLIMITED5 STORIES (INCLUDING BASEMENT)UNLIMITED

IBC TABLE 601 NFPA TABLE 4.1.13 HR 3 HR

3 HR 3 HR

1 HR 1 HRNON-RATED NON-RATED

NON-COMBUSTABLE 0 HR

2 HR 2 HR

1 1/2 HR 1 1/2 HR2 HR200 FEET0 HR 0 HRCLASS "B"

OCCUPANCY CLASSIFICATIONS:CONSTRUCTION TYPE:AUTOMATIC SPRINKLER SYSTEM:ALLOWABLE HEIGHT (IBC TABLE 503):ACTUAL BUILDING HEIGHT:ALLOWABLE BUILDING AREA:PROJECT AREA:

STRUCTURAL FRAME:INCLUDING COLUMNS, GIRDERS, TRUSSES

BEARING WALLS (INTERIOR & EXTERIOR)NON-BEARING WALLS (EXTERIOR-TABLE 602):

FIRE SEPARATION <5............................................FIRE SEPARATION >/=30.......................................

NON-BEARING WALLS AND PARTITIONS(INTERIOR)

FLOOR CONSTRUCTION:INCLUDING SUPPORTING BEAMS & JOISTS

ROOF CONSTRUCTION:INCLUDING SUPPORTING BEAMS & JOISTS

SHAFT ENCLOSURES:EXIT TRAVEL DISTANCE (IBC TABLE 1016.1):CORRIDOR RESISTIVE RATING (IBC TABLE 1017.1):INTERIOR FINISHES RATING (TABLE 803.4):

REQUIREMENTS FOR:

FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDINGELEMENTS

1. COORDINATE CONSTRUCTION BARRIERS WITH OWNER'S INFECTION CONTROL RISKASSESSMENT; REFER TO SECTIONS 01 00 00 AND 01 35 26 FOR ADDITIONAL INFORMATION.

= 0 HR FIRE PARTITION (NO DAMPER REQUIRED)= NON-RATED SMOKE PARTITION (NO DAMPER REQUIRED)= 1 HR FIRE PARTITION= 1 HR FIRE BARRIER= 1 HR SHAFT (FIRE BARRIER)

= EXIT ACCESS / HORIZONTAL EXIT / EXIT DISCHARGE= EXIT SIGN

= 1 HR INCIDENTAL USE (FIRE BARRIER, NO DAMPER REQUIRED)= 1 HR SMOKE BARRIER= 2 HR FIRE BARRIER= 2 HR SHAFT (FIRE BARRIER)= 2 HR FIRE WALL= 3 HR FIRE BARRIER= 3 HR FIRE WALL= 4 HR FIRE BARRIER= 4 HR FIRE WALL

12'-0"= FIRE EXTINGUISHER / FIRE EXTINGUISHER CABINET= EXIT DISTANCE

FE FEC

= SUITE

2010 FGI HEALTHCARE FACILITIES

PREVENT NON-RELATED TRAFFICDESIGNED TO FACILITATE PATIENT AND PERSONNEL

MOVEMENT INTO, THROUGH, AND OUT OF SUITESIGNS INDICATING SURGICAL ATTIRE REQUIREMENTSSEPARATION OF CLEAN AND SOILED AREAS WITHOUT

CROSS-TRAFFIC BETWEEN AREASSEPARATED INTO:

UNRESTRICTED - STREET CLOTHES;SUITE ENTRY CONTROL POINT

SEMI-RESTRICTED - SURGICAL ATTIRE;PERIPHERAL AREAS, CLEAN/SOILED STORAGE,AND SCRUB AREAS

RESTRICTED - MASKS AT OPEN STERILE SUPPLIES;OPERATING ROOM AND CLEAN CORE

NORMALLY SEPARATE SUITEPROVIDE STERILE ENVIRONMENT (2.2-3.3.1.2)

CLEAR FLOOR AREA OF 400 SFPREP, HOLDING, AND RECOVERY ROOMS REQUIRED

SEPARATION (2.2-3.3.1.2):......................

LOCATION (2.2-3.5.2.1):............................

SPACE REQUIREMENTS (2.2-3.5.2.2):...

REQUIREMENTS FOR:2.2-3.5.2 CARDIAC CATHETERIZATION LAB

HEALTH CARE GUIDELINES INFORMATION

= INCIDENTAL USE

5,091 SFSUITE

2,023 SFSUITE

3,509 SFSUITE

1,154 SFSUITE

1,959 SFSUITE

6,171 SFSUITE

CATH LAB3J-103

WORK3J-105

OFFICE3J-104

OFFICE3J-101

SCRUB3J-102

SOILED3J-106

EQUIPMENT3J-107ACONTROL

3J-107

BREAK3J-109

OFFICE3J-110

CORRIDORC3-92

CORRIDORC3-68

CORRIDORC3-173HALL

C3-100

NURSE STATION3J-112

OFFICE3J-111

OFFICE3J-113

OFFICE3J-114

OFFICE3J-115

OFFICE3J-116

OFFICE3J-117

OFFICE3J-118

OFFICE3J-119

OFFICE3J-120

OFFICE3J-121

WOMEN3J-122

MEN3J-123

ELEC3J-124B

HSKP3J-125

3J-126

3J-127

3J-128

3J-129

EXAM3J-130

EXAM3J-131

EXAM3J-132

READING3J-133

EXAM3J-134

LINEN3J-135

EXAM3J-136

WAITING3J-138

HOLDING3J-139

CATH LAB 43J-140

EQUIPMENT3J-140A

SCRUB3J-142

EQUIP3J-142A

CONTROL3J-143A

TOILET3H-111

STAIR8

OFFICE3K-137

3K-138

3K-136

EXAM3K-101

EXAM3H-112

LOCKER3H-113

CORRIDORC3-63

SUBWAIT3H-114

OFFICE3H-115

LOBBY3H-109

ELEVM-8

CORRIDORC3-66

HALL3H-100

EXAM3H-101

OFFICE3H-100A

OFFICE3H-100B

HALLC3-90

OFFICE3J-138A

WORK3J-138B

CORRIDORC3-95

CORRIDORC3-96

MECHANICAL3J-124

EQUIPMENT3H-105A

ELEC3J-124A

3J-126-A

HALLC3-93

TOILET3J-139A

HALLC3-84

ELEVE

SHAFT3S-6

OFFICE3H-116

HALLC3-99

HALLC3-98

TRASH3H-121

LOBBY3H-120

CORRIDORC3-64

LOCKER3H-117

TOILET3L-135A

LOCKER3H-117B

3K-102

SHAFTC-8

C-6

HOLD3G-122

HOLDING3G-121

HOLDING3G-120

HOLDING3G-119

HOLDING3G-118

CONSULT3H-110

EQUIP STOR3J-141

156 SF

SUPPLY3J-141A

787 SF

CATH LAB 33J-143

111 SF

SUPPLY3H-105B

743 SF

CATH LAB 23H-105

CONTROL3H-105C

SCRUB3H-104204 SF

STERILE SUPPLY3J-108

TELE3H-123

ELEC3H-122

OFFICE3H-124

CORRIDORC3-65

OPEN TO BELOW

FEC

FEC

OFFICE3H-118

TEMP EXAM3G-100

TOILET3G-101A

HSKP3G-102

3G-103

3G-104

3G-105

3G-106

TOILET3G-107

3G-108

HOLDING3G-109

3G-111

HOLDING3G-112

NURSE STATION3G-1133G-114

HOLDING3G-115

HOLDING3G-116

HOLDING3G-117

3G-123

3G-124

SUPPLY3G-101

LOCKER3G-104C

TOILET3G-104A

LOCKER3G-104B

HALLC3-161

SOILED3G-110A

SOILED3G-109A

HALLC3-164

HALLC3-171

HOLDING3G-110

CORRIDORC3-160

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

4:30

AM

DAM/NRP NRP

1331 - GI1.23

CODE PLAN & CODE SUMMARY

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 2 OF 49

CD ISSUE 01/19/2018

1,954 SF

1/8" = 1'-0"1 LEVEL 3 - CODE PLAN

PROJECT AREA

PRIMARYPROJECT AREA

ES

ES

ES

ES

CR

FN

DD CC BB AA Z Y

X W

EE

8

9

10

11

12

13

V U

14

15

16

CATH LAB3J-103

WORK3J-105

OFFICE3J-104

OFFICE3J-101

SCRUB3J-102

SOILED3J-106

EQUIPMENT3J-107ACONTROL

3J-107

BREAK3J-109

OFFICE3J-110

CORRIDORC3-92

CORRIDORC3-68

CORRIDORC3-173HALL

C3-100

NURSE STATION3J-112

OFFICE3J-111

OFFICE3J-113

OFFICE3J-114

OFFICE3J-115

OFFICE3J-116

OFFICE3J-117

OFFICE3J-118

OFFICE3J-119

OFFICE3J-120

OFFICE3J-121

WOMEN3J-122

MEN3J-123

ELEC3J-124B

HSKP3J-125

3J-126

3J-127

3J-128

3J-129

EXAM3J-130

EXAM3J-131

EXAM3J-132

READING3J-133

EXAM3J-134

LINEN3J-135

EXAM3J-136

WAITING3J-138

HOLDING3J-139

CATH LAB 43J-140

EQUIPMENT3J-140A

SCRUB3J-142

EQUIP3J-142A

CONTROL3J-143A

TOILET3H-111

STAIR8

OFFICE3K-137

3K-138

3K-136

EXAM3K-101

EXAM3H-112

LOCKER3H-113

CORRIDORC3-63

SUBWAIT3H-114

OFFICE3H-115

LOBBY3H-109

ELEVM-8

CORRIDORC3-66

HALL3H-100

EXAM3H-101 OFFICE

3H-100AOFFICE3H-100B

HALLC3-90

OFFICE3J-138A

WORK3J-138B

CORRIDORC3-95

CORRIDORC3-96

MECHANICAL3J-124

EQUIPMENT3H-105A

EQUIPMENT3H-105A

ELEC3J-124A

3J-126-A

HALLC3-93

TOILET3J-139A

HALLC3-84

ELEVE

SHAFT3S-6

OFFICE3H-116

HALLC3-99

HALLC3-98

TRASH3H-121

LOBBY3H-120

CORRIDORC3-64

LOCKER3H-117

TOILET3L-135A

LOCKER3H-117B

3K-102

SHAFTC-8

C-6

HOLD3G-122

HOLDING3G-121

HOLDING3G-120

HOLDING3G-119

HOLDING3G-118

CONSULT3H-110

TELE3H-123

ELEC3H-122

OFFICE3H-124

CORRIDORC3-65

TEMP EXAM3G-100

TOILET3G-101A

HSKP3G-102

OFFICE3H-118

EQUIP STOR3J-141

SUPPLY3J-141A

CATH LAB 33J-143

SCRUB3H-104

CATH LAB 23H-105

CONTROL3H-105C

SUPPLY3H-105B

2b

2a

2a

2aSTERILE SUPPLY3J-108

STORAGE3J-137

3G-103

3G-104

3G-105

3G-106

TOILET3G-107

3G-108

HOLDING3G-109

3G-111

HOLDING3G-112

NURSE STATION3G-1133G-114

HOLDING3G-115

HOLDING3G-116

HOLDING3G-117

3G-123

3G-124

SUPPLY3G-101

LOCKER3G-104C

TOILET3G-104A

LOCKER3G-104B

HALLC3-161

SOILED3G-110A

SOILED3G-109A

HALLC3-164

HALLC3-171

HOLDING3G-110

CORRIDORC3-160

PHASING PLAN GENERAL NOTES

A.

B.

C.

D.

E.

F.

G.

GENERAL NOTES APPLY TO ALL DRAWING SHEETS.

THE CONSTRUCTION PHASING INDICATED ON THIS SHEET SHALL BE USED AS AGUIDE AND SHALL NOT BE INTERPRETED AS A RIGID METHOD OR SCHEDULE OFCONSTRUCTION. CONTRACTOR SHALL SUBMIT A PHASING SCHEDULE ANDPLAN FOR APPROVAL BY THE OWNER AND ARCHITECT, BASED UPON THEAVAILABILITY OF MATERIALS AND MEANS OF CONSTRUCTION. PHASINGSCHEDULE AND PLAN SHALL INDICATE LOCATIONS FOR ALL PROPOSEDCONSTRUCTION BARRIERS.

OWNER INTENDS TO OCCUPY ADJACENT AREAS DURING CONSTRUCTION.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAININGSAFE ACCESS AND EGRESS IN COMPLIANCE WITH ALL APPLICABLE CODESAND REGULATIONS.

CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, ANDNATIONAL CODES. MAINTAIN ALL EGRESS AND FIRE RATING REQUIREMENTSTHROUGHOUT THE DEMOLITION / CONSTRUCTION PROCESS. PROVIDETEMPORARY FIRE PROTECTION SYSTEMS REQUIRED BY THE AUTHORITIESHAVING JURISDICTION AND THE FACILITY ESTABLISHED FIRE PROTECTION / LIFESAFETY POLICIES.

CONTRACTOR SHALL CONSTRUCT TEMPORARY CONSTRUCTION BARRIERS ANDENCLOSURES TO SEPARATE CONSTRUCTION AREA FROM OCCUPIED SPACE.CONSTRUCTION BARRIERS SHALL BE CONSTRUCTED IN ACCORDANCE WITHNFPA 241. AS CONSTRUCTION PROGRESSES AND FIELD ADJUSTMENTS AREREQUIRED TO PREVIOUSLY APPROVED PHASING SCHEDULE AND PLAN A NEWSCHEDULE AND PLAN SHALL BE REVIEWED AND APPROVED BY OWNER PRIORTO PROCEEDING PROCEEDING TO NEXT PHASE.

CONSTRUCTION BARRIERS SHALL NOT REDUCE THE WIDTH OF CORRIDORS TOLESS THAN 60". WHERE INSTALLATION OF NEW FINISHES REQUIRESADDITIONAL RESTRICTIONS OF CORRIDOR WIDTH, WORK SHALL OCCUR AFTERNORMAL HOURS OF OPERATION AND/OR IN PHASES. REFER TO GENERALCONDITIONS FOR ADDITIONAL INFORMATION. COORDINATE WITH OWNER PRIORTO START OF WORK.

CONTRACTOR TO ALLOW THE VA TWO WEEKS BETWEEN PHASES 2a AND 2b TOMOVE EQUIPMENT FROM 3H-101 INTO 3H-105A.

PHASING PLAN LEGEND

2a2b

AREA NOT IN SCOPE OF WORK

AREA OF CONSTRUCTION TO BE COMPLETEDDURING NON-BUSINESS HOURS (8 PM TO 5 AM) AND WEEKENDS

AREA OF CONSTRUCTION TO BE COMPLETEDON WEEKEND DURING NON-BUSINESS HOURS

PHASE 2aCATH LAB 2 AND ASSOCIATED SUPPORT SPACES

(ALLOW TWO WEEKS BETWEEN PHASES FOR VA EQUIPMENT MOVE)

PHASE 2bEXAM 3H-100A

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

6:42

AM

DAM/NRP NRP

1331 - GI2.23

PHASING PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 3 OF 49

CD ISSUE 01/19/2018 1/8" = 1'-0"1 LEVEL 3 PHASING PLAN

ES

ES

F

F

DEMOLITION PLAN GENERAL NOTESA.

B.

C.

D.

E.

F.

G.

H.

I.

J.

DEMOLITION PLAN KEYED NOTES-

ALL MAJOR NOISE PRODUCING ACTIVITIES SHALL BE ACCOMPLISHED BETWEEN THE HOURSOF 5:00 PM AND 7:00 AM.

ALL CORRIDOR CONSTRUCTION ACTIVITIES SHALL BE ACCOMPLISHED BETWEEN THE HOURSOF 4:00 PM AND 5:00 AM. REFER TO SHEET AS2.23 FOR ADDITIONAL CORRIDOR CONSTRUCTIONREQUIREMENTS.

DRAWINGS SHOWING EXISTING CONSTRUCTION AND UTILIIES ARE BASED ON CASUAL FIELDOBSERVATION AND EXISTING RECORD DOCUMENTS ONLY. VERIFY THAT CONSTRUCTION ANDUTILITY ARRANGEMENTS ARE AS SHOWN. REPORT DISCREPANCIES TO OWNER ANDARCHITECT BEFORE DISTURBING EXISTING INSTALLATION. BEGINNING OF DEMOLITION WORKCONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS THAT WOULD BE APPARENT UPONEXAMINATION PRIOR TO STARTING DEMOLITION.

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR RESPECTIVE DEMOLITION ITEMS.

REMOVE EXISTING PARTITIONS, MILLWORK, EQUIPMENT, FIXTURES, ETC SHOWN ON PLAN WITHDASHED LINES. REMOVE PARTITIONS OVER DOORS AND FRAMES TO STRUCTURE ABOVEUNLESS NOTED OTHERWISE. REMOVE MATERIALS AS DEMOLITION PROGRESSES ANDDISPOSE OF DEMOLITION MATERIALS CONSISTENT WITH OWNER'S INFECTION CONTROL POLICYAND ICRA. THE V.A. RESERVES RIGHT OF FIRST REFUSAL OF ALL ITEMS SCHEDULED TO BEREMOVED.

REMOVE ANY AND ALL GENERAL, MECHANICAL, AND ELECTRICAL MATERIALS NOTNECESSARILY SHOWN BUT REQUIRED TO BE REMOVED TO COMPLETE THE WORK.

REVIEW DRAWINGS AS6.21 FOR ROOM FINISH INFORMATION. REMOVE ALL EXISTING FINISHES,ADHESIVES, OR OTHER MATERIALS THAT CONFLICT WITH NEW FINISHES SCHEDULED.

PROTECT EXISTING FINISHES IN AREAS ADJACENT TO DEMOLITION/CONSTRUCTION.ACCOMPLISH WORK WITH MINIMUM DISTURBANCE TO FUNCTIONS OF ADJACENT AREAS.

IF POTENTIALLY HAZARDOUS MATERIAL IS LOCATED, DO NOT DISTURB. ALERT OWNERIMMEDIATELY. REMOVAL OF HAZARDOUS MATERIALS TO BE PERFORMED BY LICENSEDCONTRACTOR ONLY.

MAINTAIN ALL EGRESS AND FIRE RATING REQUIREMENTS THROUGHOUT THE DEMOLITION /CONSTRUCTION PROCESS. PROVIDE TEMPORARY FIRE PROTECTION SYSTEMS REQUIRED BYTHE V.A. MEDICAL CENTER; SMOKE AND FIRE DETECTORS, EITHER TEMPORARY ORPERMANENT, SHALL BE MAINTAINED DURING CONSTRUCTION.

K.

L.

M.

N.

O.

P.

Q.

R.

S.

T.

DURING THE DEMOLITION / CONSTRUCTION PROCESS, THERE MAY BE INSTANCES WHERETHE REMOVAL OR INSTALLATION OF A FIXTURE, DUCT, CONDUIT OR OTHER PIECE OFEQUIPMENT RESULTS IN THE DAMAGE OR MODIFICATION TO AN EXISTING FIRE RATEDASSEMBLY OR FIRE PROOFING MATERIAL. CONTRACTOR SHALL REPAIR OR SEAL FIRERATED ASSEMBLY OR FIRE PROOFING MATERIAL IN ACCORDANCE WITH APPLICABLECODES FOR THE NECESSARY RATING PROTECTION REQUIRED.

MAINTAIN NEGATIVE AIR PRESSURE IN CONSTRUCTION AREAS AND FILTER RETURN AIRTHROUGH CLEAN AIR MACHINES PROVIDED BY CONTRACTOR. CONTRACTOR SHALL BERESPONSIBLE FOR MAINTAINING CLEAN AIR MACHINES AND CHANGING FILTERS. PROVIDEMONITORING OF NEGATIVE PRESSURE; COORDINATE WITH MECHANICAL CONTRACTOR.

DISCHARGE AIR INTO INTERSTITIAL SPACE; PROVIDE FIRE DAMPER AT INTERSTITIAL DECK;COORDINATE WITH MECHANICAL.

SEAL ALL EXISTING AIR GRILLES IN CONSTRUCTION AREA.

REFER TO FLOOR AND FINISH PLANS FOR NOTES ON RELOCATION OF SPECIFIC ITEMSSCHEDULED TO BE SALVAGED FOR RELOCATION. ALL SALVAGED ITEMS INTENDED FORREUSE SHALL BE CLEANED.

REMOVE ALL CORNER GUARDS AND HANDRAILS IN CORRIDOR AREAS SCHEDULED TORECEIVE NEW FINISHES, SALVAGE FOR REINSTALLATION.

IN EXISTING SPACES NOT DIRECTLY WITHIN SCOPE OF WORK, REMOVE EXISTINGACOUSTICAL CEILING TILE AND GRID AS REQUIRED TO ACCOMPLISH MECHANICAL ANDELECTRICAL WORK ABOVE CEILING. REVIEW MECHANICAL AND ELECTRICAL DRAWINGS TODETERMINE EXTENT OF REMOVAL REQUIRED. REINSTALL CEILING AND RETURN TOEXISTING CONDITION UPON COMPLETION OF WORK ABOVE CEILING.

MAINTAIN EXISTING ACTIVE SYSTEMS THAT ARE TO REMAIN IN OPERATION; MAINTAINACCESS TO EQUIPMENT AND OPERATIONAL COMPONENTS. REFER TO VA MEDICALCENTER'S POLICIES REGARDING LIMITATIONS ON OUTAGES AND REQUIREDNOTIFICATIONS.

REMOVE ABANDONED PIPE, DUCTS, CONDUITS, AND EQUIPMENT, INCLUDING THOSEABOVE ACCESSIBLE CEILINGS; REMOVE BACK TO SOURCE OF SUPPLY WHERE POSSIBLE,OTHERWISE CAP STUB AND TAG WITH IDENTIFICATION.

REMOVE ALL EXISTING SIGNAGE; REPLACE WITH NEW SIGNAGE WHERE INDICATED ONDRAWINGS AND SPECIFICATIONS.

CEILING DEMOLITION PLAN KEYED NOTES-

X W

10

11

12

13

V

PRIMARY PROJECT AREA

3

3

2

4

1

2 2

6

8

9

10

10

10 10

10

10 11

1111

11

11

11 11

12

13

10 11 15

17

17

4848 49 49

18

18

19

19

19 1920

20

20

21

21

21

21

23

21

23

23

4544

23

25

24

42

43 43

42 42 4343

43 43 43

31

3 31 31

1

32

33

19

19

34

34

3526

23

34 23

36

39

50 50

50

505050505050

41

4146

47

23 24

20

20 20 20

20

22

22

2429 29

24

38

24

21

29

21 21

40

36

2020

36 22

37 37 37

10

24

24

21

21

21

21

2142

30

16

27

27

5

5

5

5

28

51

51 51

14

1623

15 15 15

15

15

15 15

52

52

49

53

53

53

49

31

53

53

32

12

32

33

33

33

33

33

33

13

12 13

7

6

13

X W

11

12

13

V

PRIMARY PROJECT AREA

1 6 6

6 1

1 1

1

1 1

6

6

6

2

2

3

4TYP.

5TYP.

5TYP.

5TYP.

5TYP.

5TYP.

5TYP.

5TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

4TYP.

7

7

7

8

8

8

1

5 54

4

5 5 5 5

1

OFFICE3J-101

SCRUB3J-102

SOILED3J-106

CORRIDORC3-173

CORRIDORC3-68

CATH LAB 23H-105

SCRUB3H-102A

CONTROL3H-102

SUPPLY3H-103

EQUIPMENT3H-104

LOBBY3H-109

CORRIDORC3-66

HALL3H-100

BIOMED3H-101

OFFICE3H-100A

OFFICE3H-100B

ELEVE

SHAFT3S-6

HOLDING3G-122

HOLDING3G-121

HOLDING3G-120

OFFICE3H-100C

OFFICE3J-101

SCRUB3J-102

SOILED3J-106

CORRIDORC3-173

CORRIDORC3-68

CATH LAB 23H-105

SCRUB3H-102A

CONTROL3H-102

SUPPLY3H-103

EQUIPMENT3H-104

LOBBY3H-109

CORRIDORC3-66

HALL3H-100

BIOMED3H-101

OFFICE3H-100A

OFFICE3H-100B

ELEVE

SHAFT3S-6

HOLDING3G-122

HOLDING3G-121

HOLDING3G-120

OFFICE3H-100C

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

3:21

AM

DAM/NRP NRP

1331 - AD1.23

LEVEL 3 DEMOLITION PLANS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 4 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 LEVEL 3 - DEMOLITION PLAN 1/4" = 1'-0"2 LEVEL 3 - REFLECTED CEILING DEMOLITION PLAN

45 EXISTING EP WORKSTATION TO BE REMOVED BY V.A.

46 EXISTING PRINTER TO BE REMOVED BY V.A.

47 EXISTING CART TO BE REMOVED BY V.A.

48 EXISTING METAL WALL EXPANSION JOINT COVER TO REMAIN; REMOVE AND REINSTALL ASREQUIRED FOR INSTALLATION OF NEW WALL FINISHES.

49 EXISTING FLEXIBLE FLOOR EXPANSION JOINT; REMOVE FLEXIBLE SEAL FROM SYSTEM;METAL EXTRUSION TO REMAIN; CLEAN AND PREPARE FOR NEW MATERIAL; REFER TOFLOOR PLAN FOR ADDITIONAL INFORMATION.

50 EXISTING EQUIPMENT TO BE REMOVED BY VENDOR; PATCH CONCRETE FLOORASSOCIATED WITH REMOVAL OF RACEWAYS TO VENDOR EQUIPMENT; REFER TOREFLECTED CEILING DEMOLITION PLAN FOR ADDITIONAL VENDOR EQUIPMENT REMOVALREQUIREMENTS.

51 MAINTAIN ACCESS TO EXISTING OFFICES 3H-100A AND 3H-100B DURING CONSTRUCTION.

52 REMOVE EXISTING "CAUTION, RADIATION AREA" SIGNAGE; TURN OVER TO OWNER.

53 REFER TO FINISH PLAN FOR ADDITIONAL CORRIDOR SCOPE OF WORK REQUIRING FLOOR,BASE, AND WALL FINISH REMOVAL.

31 EXISTING DOOR, FRAME, AND HARDWARE TO REMAIN.

32 EXISTING CORNER GUARD TO REMAIN; REMOVE AND REINSTALL AS REQUIRED FOR NEWFINISHES.

33 EXISTING HANDRAIL TO REMAIN; REMOVE AND REINSTALL FOR INSTALLATION OF NEWWALL FINISHES.

34 PATCH CONCRETE FLOOR ASSOCIATED WITH REMOVAL OF EXISTING CAPPED PLUMBING;REFER TO MECHANICAL FOR ADDITIONAL INFORMATION.

35 EXISTING SCRUB SINK; REFER TO MECHANICAL FOR SCOPE OF WORK.

36 REMOVE EXISTING ELECTRICAL RACEWAY; REFER TO ELECTRICAL FOR ADDITIONALINFORMATION.

37 REMOVE EXISTING RECESSED ELECTRICAL GUTTER RACEWAY; REFER TO ELECTRICALFOR ADDITIONAL INFORMATION.

38 REMOVE EXISTING ELECTRICAL CHASE, TYPICAL; REFER TO ELECTRICAL FOR ADDITIONALINFORMATION.

39 EXISTING CRAC; REFER TO MECHANICAL AND ELECTRICAL FOR SCOPE OF WORK.

40 EXISTING MECHANICAL EQUIPMENT; REFER TO MECHANICAL AND ELECTRICAL FOR SCOPEOF WORK.

41 EXISTING BIOMED EQUIPMENT TO BE REMOVED BY VA.

42 EXISTING WAVEMARK CABINET TO BE REMOVED BY V.A.

43 EXISTING STORAGE CABINET TO BE REMOVED BY V.A.

44 EXISTING PORTABLE MODULAR RADIATION SHIELDING WINDOW PARTITION TO BEREMOVED BY V.A.

15 REMOVE EXISTING WALL FINISHES AND GYPSUM BOARD ON EXISTING PARTITIONS TOREMAIN.

16 REMOVE EXISTING WALL PROTECTION.

17 REMOVE EXISTING METAL WALL EXPANSION JOINT COVER; SALVAGE FOR REUSE.

18 REMOVE EXISTING CORNER GUARD.

19 REMOVE EXISTING HANDRAIL; TURN OVER TO OWNER.

20 REMOVE EXISTING SIGNAGE.

21 REMOVE EXISTING UPPER CABINET.

22 REMOVE EXISTING ADJUSTABLE SHELVES.

23 REMOVE EXISTING COUNTERTOP.

24 REMOVE EXISTING BASE CABINET.

25 REMOVE EXISTING LEAD APRON STORAGE CABINET.

26 REMOVE EXISTING FULL-HEIGHT CABINET.

27 REMOVE EXISTING SERVICE PEDESTAL; PATCH CONCRETE FLOOR ASSOCIATED WITHREMOVAL; REFER TO FLOOR PLAN, MECHANICAL, AND ELECTRICAL FOR ADDITIONALINFORMATION.

28 REMOVE EXISTING SERVICE PEDESTAL; REFER TO FLOOR PLAN, MECHANICAL, ANDELECTRICAL FOR ADDITIONAL INFORMATION.

29 REMOVE EXISTING LEAD APRON RACK; SALVAGE FOR REUSE.

30 REMOVE EXISTING TRANSFER BOARD RACK; TURN OVER TO OWNER.

1 REMOVE EXISTING DOOR, FRAME, AND HARDWARE.

2 REMOVE EXISTING LEAD-LINED DOOR, FRAME, AND HARDWARE.

3 REMOVE EXISTING DOOR, FRAME, AND HARDWARE; EXISTING WALL FRAMING TO REMAIN.

4 REMOVE EXISTING LEAD-LINED DOOR, FRAME, AND HARDWARE; EXISTING WALL FRAMINGTO REMAIN.

5 REMOVE EXISTING 1/16" LEAD SHIELDING INDICATED BY DASHED LINE; LEAD SHIELDING ISASSUMED TO EXTEND TO 7'-0" AFF.

6 REMOVE PORTION OF EXISTING WALL FOR NEW DOOR; REFER TO FLOOR PLAN AND DOOR& FRAME SCHEDULE FOR ADDITIONAL INFORMATION.

7 REMOVE PORTION OF EXISTING WALL TO 7'-10" AFF FOR NEW OPENING.

8 REMOVE EXISTING LEADED GLASS AND LEAD-LINED WINDOW FRAME.

9 REMOVE EXISTING RAISED COMPUTER ACCESS FLOORING SYSTEM; REFER TO FLOOR ANDFINISH PLANS AND SCHEDULES FOR FLOOR PREP.

10 REMOVE EXISTING FLOORING; REFER TO FLOOR AND FINISH PLANS AND SCHEDULES FORFLOOR PREP.

11 REMOVE EXISTING BASE FINISHES.

12 REMOVE EXISTING BASE FINISHES AND FLOORING; REFER TO FINISH PLAN AND SCHEDULEFOR EXTENT OF NEW BASE AND FLOOR FINISHES REQUIRING EXISTING FLOOR AN BASEREMOVAL.

13 REMOVE EXISTING WALLCOVERING; REFER TO FINISH PLAN AND SCHEDULE FOR EXTENTOF NEW WALLCOVERING REQUIRING EXISTING WALLCOVERING REMOVAL.

14 REMOVE EXISTING WALL FINISHES.

1 REMOVE EXISTING ACOUSTICAL CEILING SYSTEM.

2 REMOVE EXISTING GYPSUM BOARD COVE AND GLASS ENCLOSURE.

3 REMOVE EXISTING UNISTRUT SYSTEM AND UNISTRUT SUPPORT SYSTEM IN THEINTERSTITIAL SPACE; UNISTRUT SYSTEM SUPPORTED BY THREADED RODS ANCHORED TOUNISTRUT ATTACHED TO INTERSTITIAL FLOOR STRUCTURE; REFER TO STRUCTURALDRAWINGS, STRUCTURAL SPECIFICATIONS, AND EXISTING INFORMATION IN PROJECTMANUAL.

4 REFER TO MECHANICAL DRAWINGS FOR MECHANICAL REMOVALS.

5 REFER TO ELECTRICAL FOR LIGHT FIXTURE REMOVALS; REFER TO REFLECTED CEILINGPLAN FOR INTERSTITIAL FLOOR PATCHING REQUIREMENTS.

6 EXISTING ACOUSTICAL CEILING SYSTEM TO REMAIN.

7 EXISTING CEILING MOUNTED EQUIPMENT TO BE REMOVED BY VENDOR; PATCHINTERSTITIAL DECK ASSOCIATED WITH REMOVAL OF RACEWAYS TO VENDOR EQUIPMENT;REFER TO DEMOLITION PLAN FOR ADDITIONAL VENDOR EQUIPMENT REMOVALREQUIREMENTS.

8 REFER TO FINISH PLAN FOR ADDITIONAL CORRIDOR SCOPE OF WORK REQUIRING FLOOR,BASE, AND WALL FINISH REMOVAL.

X W

11

12

13

V

1

1

1

1

S2

S2

S2

S2

2' - 4" 12' - 8" 6"

VERI

F Y

9' - 0

"

VERI

F Y

16' -

6"

PRIMARY PROJECT AREA

2

3

3 3

2

4

5

5

5

5

6

7

7

X W

11

12

13

V

11

PRIMARY PROJECT AREA

SEE

STRU

CTUR

ALSE

E ST

RUCT

URAL

3

2

4 4

5

INTERSTITIAL GENERAL NOTESA.

B.

C.

D.

E.

F.

G.

H.

-

GENERAL NOTES APPLY TO ALL DRAWING SHEETS.

ALL MAJOR NOISE PRODUCING ACTIVITIES SHALL BE ACCOMPLISHED BETWEEN THE HOURS OF 5:00 PM AND7:00 AM.

REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ASSOCIATED DEMOLITION ITEMS.

PATCH EXISTING FIRE-PROOFING AT INTERSTITIAL FLOOR BEAMS AS REQUIRED.

DIMENSIONS FACE OF FINISHED WALL SURFACE UNLESS NOTED OTHERWISE.

PATCH EXISTING PARTITIONS, CONCRETE FLOOR, AND INTERSTITIAL DECK DUE TO REMOVAL OF CONDUITAND RACEWAYS SERVING EQUIPMENT REMOVED BY VENDOR.

AT LOCATIONS OF WORK WITHIN EXISTING SPACES ADJACENT TO THE PROJECT AREA WITH CEILINGSYSTEMS TO REMAIN, REMOVE TILES AND GRID AS REQUIRED TO PERFORM NEW WORK. SALVAGE ANDREINISTALL TILES WHEN WORK IS COMPLETE. INSTALL ACCESS PANELS IN GYPSUM BOARD CEILINGS ASREQUIRED TO PERFORM WORK. PAINT ACCESS PANELS TO MATCH ADJACENT SURFACE. REPAIR EXISTINGCEILING SYSTEMS DISTURBED BY CONSTRUCTION. PROVIDE NEW FINISH TO MATCH EXISTING FINISH.

PRIOR TO SUBSTANTIAL COMPLETION, THE INTERSTITIAL SPACE DIRECTLY ABOVE THE ENTIRE PROJECTAREA SHALL BE VACUUMED TO REMOVE CONSTRUCTION DUST AND DEBRIS, INCLUDING FLOOR AND DUCTSURFACES, PIPING, ETC.

INTERSTITIAL DEMOLITION KEYED NOTES INTERSTITIAL PLAN KEYED NOTES-

/3 AD2.23

B.O. STEEL10' - 0" A.F.F.

1 1/4"

±3 1

/2"

W6x9 BEAM3-1/2" GYPSUM CONCRETE

BAR JOIST SUBPURLIN AT 24"± O.C.WELDED WIRE MESH

1"± RIGID INSULATION

SPRAY-APPLIED FIREPROOFING;REPAIR/REPLACE AS REQUIRED

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

3:54

AM

DAM/NRP NRP

1331 - AD2.23

LEVEL 3 INTERSTITIAL DEMOLITIONAND FLOOR PLANS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 5 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"2 LEVEL 3 - INTERSTITIAL FLOOR PLAN 1/4" = 1'-0"1 LEVEL 3 - INTERSTITIAL DEMOLITION PLAN

1 REMOVE EXISTING INTERSTITIAL DECK IN HATCHED AREA; REFER TO DETAILAND STRUCTURAL FOR ADDITIONAL INFORMATION.

2 REMOVE EXISTING W6x9 IN HATCHED AREA; REFER TO STRUCTURAL FOR ADDITIONALINFORMATION.

3 CONTRACTOR'S OPTION: PROVIDE A TEMPORARY 1-HOUR CONSTRUCTION BARRIER ORCONSTRUCT THE PERMANENT 2-HOUR ENCLOSURE PRIOR TO REMOVAL OF INTERSTITIALDECK; TEMPORARY ENCLOSURE OPTION REQUIRES ENCLOSURE TO BE MAINTAINEDUNTIL INTERSTITIAL DECK REMOVAL IS COMPLETE.

4 APPROXIMATE LOCATIONS OF EXISTING INTERSTITIAL BAR JOIST SUBPULINS SHOWNDASHED.

5 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR WORK OUTSIDE OF THEARCHITECTURAL PROJECT AREA.

1 CONSTRUCT NEW 2-HOUR FIRE-RATED ENCLOSURE; PROVIDE FIRESTOPPING AT ALLPENETRATIONS.

2 CENTERLINE OF EXISTING W6x9 INSTERSTITIAL BEAM.

3 24"x24" MINIMUM ACCESS PANEL FOR BOOM ACCESS AND MAINTENANCE IN CEILINGBELOW.

4 24" W x36" H 90-MINUTE RATED GASKETED ACCESS PANEL FOR DAMPER ACCESS ANDMAINTENANCE; PROVIDE 6-PIN BEST "J" OR "K" KEYWAY LOCK CYLINDER, REFER TOSPECIFICATIONS; VERIFY LOCATION WITH V.A.

5 24" W x24" H 90-MINUTE RATED GASKETED ACCESS PANEL FOR DAMPER ACCESS ANDMAINTENANCE; PROVIDE 6-PIN BEST "J" OR "K" KEYWAY LOCK CYLINDER, REFER TOSPECIFICATIONS; VERIFY LOCATION WITH V.A.

6 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR WORK OUTSIDE OF THEARCHITECTURAL PROJECT AREA.

7 FIREPROOF ALL EXPOSED INTERSTITIAL SUPPORT STRUCTURE INSIDE NEW ENCLOSURE.

1 1/2" = 1'-0"3 TYPICAL INTERSTITIAL DECK ASSEMBLY

FS

FS

FS

FS

FSF

FS

S S

SS

X W

11

12

13

V

PRIMARY PROJECT AREA

AS4.21

5

6

3

4AS4.22

3

4

5

2

AS4.2211

8

9

10

AS4.2218

19

21

AS4.22

131515 16 16

AS4.22

17

AS4.21

1

AS4.21

2AS4.22

1

AS4.22

12

AS4.22

6

AS4.22

7

1

1

1

2

3

2

2

5

4

5

5

3H-1043H-105

3H-105C

3H-1

05B

3H-1

05A

3H-1

00A

3H-1

04A

7TYP.

8

8

8

10

10

12

13

14 14

14

3' - 0

"

2' - 3

"

9' - 0" 3' - 0"VERIFY19' - 1" 3' - 0"

2' - 3

"

11' -

6"

VERIFY16' - 2 1/2" 5' - 9"

4' - 0"

1'-0" MIN.

M3A1

M3A1

M31

M3L1

M3L1

M3L1

MF31

MF31

M6L1

M6A1

M3L1

M3L1

M3L1

MF31

MF31

MF31

1717

105

7' - 1

"2'

- 2"

VERI

F Y

1' - 5

1/2"

12' -

0"6'

- 6"

2' - 6

"

OFFICE3J-101

SCRUB3J-102

SOILED3J-106

CORRIDORC3-173

CORRIDORC3-68

CONTROL3H-105C

SUPPLY3H-105B

SCRUB3H-104

EQUIPMENT3H-105A

LOBBY3H-109

CORRIDORC3-66

HALL3H-100

EXAM3H-101

OFFICE3H-100A

OFFICE3H-100B

ELEVE

SHAFT3S-6

HOLD3G-122

HOLDING3G-121

HOLDING3G-120

CATH LAB 23H-105

M31

M3L1

MF3L1

10

8

9

8

AB NS

CC

TR PX

MR

WC

RB

ASBPHB EKWMWMWM

SH

HW

GB

LN

PT

SU

US

PR

WR WR WR

WR

PR BM

ITIT

IT

UP UC MA ME MP MB

IM

UB

VERIFY W/ EQUIPMENT VENDOR13' - 0"

VERI

F Y W

/ EQU

IPME

NT V

E NDO

R

18' -

0"

MF31

6

2' - 6

"

6

66

MIN.

1' - 6

"

MF3L1

10"

M3L1

6' - 7" 4' - 8"

MF31

9' - 2 1/2"

6 1/4"

14

M3L1

M3L1

1919

20

20

20

16

21

16

14

19' -

5"

7"

MF31

22 22

11

8

2

2

2

22

8

8

3H-1

01

PS

XT

BC SC

TM

CC

18

1

20

8' - 0"

3H-100

PA

M3A1

X W

11

12

13

V

PRIMARY PROJECT AREA

6"2'

- 0"

3' - 2

"2'

- 2"

2' - 2

"2'

- 2"

2' - 2

"2'

- 2"

2' - 2

"1'

- 2"

3

4 5

TV

SP

8' - 0" AFFGYP. BD.

8' - 0" AFF

13AS5.21

12AS5.21

TYP.

7' - 4" AFFGYP. BD.

9

13AS5.21

7' - 0" AFFGYP. BD.

8' - 6" AFF

8' - 6" AFFGYP. BD.

9' - 6 3/16" AFF9' - 6 3/16" AFF

1

1

1

1

1

6

OFFICE3J-101

SCRUB3J-102

SOILED3J-106

CORRIDORC3-173

CORRIDORC3-68

SUPPLY3H-105B

SCRUB3H-104

EQUIPMENT3H-105A

LOBBY3H-109

CORRIDORC3-66

HALL3H-100

EXAM3H-101 OFFICE

3H-100AOFFICE3H-100B

ELEVE

SHAFT3S-6

HOLD3G-122

HOLDING3G-121

HOLDING3G-120

CATH LAB 23H-105

CONTROL3H-105C

9

7' - 4" AFFGYP. BD.

13AS5.21

MV

NSAB

UB

1010

6' - 0" 7' - 6"

2' - 2" 2' - 4"2' - 6" 1' - 6" 1' - 2" 2' - 2" 2' - 8" 1' - 0" 2' - 0"

1' - 4

"

7

7 7

2 15/1

6"

8

8

8

8

8

8

8

8

8

8

8

8

6"

4' - 0"

2' - 6

"3'

- 0"

2' - 0

"6'

- 0"

6' - 0

"6'

- 6"

1' - 8

"

1' - 0"

11

8

3' - 0

"3'

- 0"

3' - 3

"3'

- 3"

2' - 0" 3' - 6" 3' - 0" 1' - 6" 2' - 2" 2' - 10" 3' - 0"

6" 10" 1' - 4" 1' - 8" 1' - 1" 1' - 1" 10"

12 12

13

1' - 2

"4'

- 4"

13

AC

13

13

8

EQEQ

EQEQ

EQEQ

6"6"

6"

3' - 0" 2' - 0" 11"

14

14

14

15

15

7

16 16

EQ EQ

EQEQ

8' - 0" AFF

8' - 0" AFFAT.1

7' - 10" AFFGYP. BD.PAINT P.1

FLOOR / CEILING PLAN GENERAL NOTESA.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

-

GENERAL NOTES APPLY TO ALL DRAWING SHEETS.

ALL MAJOR NOISE PRODUCING ACTIVITIES SHALL BE ACCOMPLISHED BETWEEN THE HOURS OF 5:00 PM AND7:00 AM.

REFER TO SHEET AS2.23 FOR GENERAL CORRIDOR CONSTRUCTION / PATCHING REQUIREMENTS.

REFER TO SHEET ES1.23 FOR ELECTRICAL LIGHTING PLAN.REFER TO SHEET FP0.21 FOR FIRE PROTECTION PLAN.REFER TO SHEET MH3.21 FOR MECHANICAL VENTILATION PLANREFER TO SHEET FOR PARTITION TYPES.REFER TO SHEET FOR DOOR AND FRAME TYPES AND SCHEDULES.

PATCH EXISTING FIRE-PROOFING AT INTERSTITIAL FLOOR BEAMS AS REQUIRED.

DIMENSIONS FACE OF FINISHED WALL SURFACE UNLESS NOTED OTHERWISE.

PROVIDE METAL AND/OR F.R. WOOD BLOCKING IN WALLS AT ALL WALL MOUNTED EQUIPMENT.

REPAINT BOTH SIDES OF EXISTING DOOR FRAMES SCHEDULED TO REMAIN, U.N.O.

PATCH EXISTING PARTITIONS, CONCRETE FLOOR, AND INTERSTITIAL DECK DUE TO REMOVAL OF CONDUITAND RACEWAYS SERVING EQUIPMENT REMOVED BY VENDOR.

V.A. SUPPLIED FURNITURE AND EQUIPMENT SHOWN AS DASHED. NOT IN CONTRACT UNLESS NOTEDOTHERWISE.

ALL SPRINKLERS, SPEAKERS, RECESSED LIGHTS, SMOKE DETECTORS, AND OTHER CEILING EQUIPMENTSHALL BE CENTERED IN ACOUSTICAL CEILING PANELS, UNLESS NOTED OTHERWISE.

ALL CEILING GRIDS SHALL BE CENTERED IN ROOMS, UNLESS NOTED OTHERWISE.

AT LOCATIONS OF WORK WITHIN EXISTING SPACES ADJACENT TO THE PROJECT AREA WITH CEILINGSYSTEMS TO REMAIN, REMOVE TILES AND GRID AS REQUIRED TO PERFORM NEW WORK. SALVAGE ANDREINISTALL TILES WHEN WORK IS COMPLETE. INSTALL ACCESS PANELS IN GYPSUM BOARD CEILINGS ASREQUIRED TO PERFORM WORK. PAINT ACCESS PANELS TO MATCH ADJACENT SURFACE. REPAIR EXISTINGCEILING SYSTEMS DISTURBED BY CONSTRUCTION. PROVIDE NEW FINISH TO MATCH EXISTING FINISH.

REFER TO PHILIPS VENDOR DRAWINGS FOR ADDITIONAL CONTRACTOR RESPONSIBILITIES FOR SITEPREPARATION PRIOR TO EQUIPMENT INSTALLATION.

AS5.21AS6.21

-

CC = CONTRACTOR FURNISHED / CONTRACTOR INSTALLED VC =V.A. FURNISHED / CONTRACTOR INSTALLEDVV = V.A. FURNISHED / V.A. INSTALLED

EQUIPMENT SCHEDULEFLOOR PLAN KEYED NOTES REFLECTED CEILING PLAN KEYED NOTES-

EC =(EQUIPMENT) VENDOR FURNISHED / CONTRACTOR INSTALLEDEE = (EQUIPMENT) VENDOR FURNISHED / (EQUIPMENT) VENDOR INSTALLED

/3 AD2.23/11 AS5.21

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

4:00

AM

DAM/NRP NRP

1331 - AS1.23

LEVEL 3 FLOOR PLAN ANDREFLECTED CEILING PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 6 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 LEVEL 3 - FLOOR PLAN 1/4" = 1'-0"2 LEVEL 3 - REFLECTED CEILING PLAN

1 EXISTING ACOUSTICAL CEILING SYSTEM TO REMAIN.

3 EQUIPMENT WORKPOINT; REFER TO FLOOR PLAN FOR LOCATION; VERIFY WITH VENDOR.

4 UNISTRUT SUPPORT, PROVIDED BY INTEGRATED CEILING SUPPLIER, INSTALLED BYCONTRACTOR; VERIFY AND COORDINATE LOCATION WITH EQUIPMENT VENDOR.

5 INSTALL WHITE UNISTRUT CLOSURE STRIPS AT ALL UNISTRUT SUPPORTS AFTEREQUIPMENT INSTALLATION.

6 PLAM FASCIA; CONTINUE CEILING SYSTEM TO PARTITIONS BEHIND FASCIA.

7 24"x24" MIN. ACCESS PANEL FOR BOOM AND/OR CABLE ACCESS AND MAINTENANCE INCEILING BELOW.

8 REMOVE EXISTING INSULATION BOARD ON UNDERSIDE OF INTERSTITIAL FLOOR ANDINTERSTITIAL DECK AS REQUIRED FOR INSTALLATION OF LIGHT FIXTURE; REFER TODETAIL FOR TYPICAL INTERSTITIAL DECK ASSEMBLY; WHERE GYPSUMCONCRETE IS REMOVED, PROVIDE RATED ENCLOSURE PER DETAIL .

9 ALIGN FACE OF SOFFIT/HEADER WITH FACE OF PARTITION.

10 VERIFY CEILING HEIGHT WITH EQUIPMENT VENDOR PRIOR TO INSTALLATION.

11 RECESSED ELECTRICAL RACEWAY; REFER TO ELECTRICAL.

12 EXISTING INTERSTITIAL STRUCTURE (W6x9) ABOVE; APPLY NEW SPRAY-APPLIEDFIREPROOFING.

13 RECESSED ELECTRICAL BOX; REFER TO VENDOR DRAWINGS; VERIFY LOCATION WITHVENDOR.

14 REFER TO FINISH PLAN FOR CORRIDOR SCOPE OF WORK.

15 EQUIPMENT CLIP RAILS AND FIXING BLOCKS; REFER TO VENDOR DRAWINGS S2 AND SD2.

16 REFER TO ELECTRICAL DRAWINGS FOR WORK OUTSIDE OF THE ARCHITECTURALPROJECT AREA.

15 EXISTING METAL WALL EXPANSION JOINT COVER TO REMAIN; REMOVE AND REINSTALL ASREQUIRED FOR INSTALLATION OF NEW WALL FINISHES.

16 REPLACE FLEXIBLE INSERT WITH SINGLE COMPONENT, SELF-LEVELING, HIGH-TRAFFICPOLYURETHANE SEALANT (SIKAFLEX 1c SL OR EQUAL).

17 INSTALL SALVAGED METAL WALL EXPANSION JOINT COVER.

18 MODULAR FURNITURE WORKSTATION (VV); PROVIDE BACKING.

19 MOUNT DOOR OPERATOR FUNCTION SWITCH IN DOOR FRAME AT 48" AFF.

20 REFER TO FINISH PLAN FOR CORRIDOR SCOPE OF WORK.

21 PROVIDE AND INSTALL EIGHT (8) 2 1/2" CHROME GROMMETS WITH COVERS; VERIFYLOCATIONS WITH V.A.

22 REFER TO ELECTRICAL DRAWINGS FOR WORK OUTSIDE OF THE ARCHITECTURALPROJECT AREA.

1 INFILL EXISTING PARTITION AT LOCATION OF REMOVED DOOR OPENING; MATCH EXISTINGWALL THICKNESS.

2 DASHED LINE INDICATES NEW LEAD-LINING UP TO 7'-0" AFF; ALL FASTENERS ANDOPENINGS UP TO 7'-0" AFF SHALL BE PROTECTED WITH LEAD SHIELDING; PROVIDE LEADSHIELDING AT ALL MECHANICAL AND ELECTRICAL PENETRATIONS; PROVIDE (1) NEWLAYER OF LEAD-LINED GYPSUM BOARD ON EXISTING PARTITIONS SHOWN TO REMAIN;REFER TO LEAD LINING DETAILS FOR ADDITIONAL INFORMATION.

3 PROVIDE FLOOR LEVELING TO MEET EQUIPMENT LEVELNESS REQUIREMENTS; REFER TOVENDOR DRAWINGS.

4 EQUIPMENT ANCHOR PLATE SUPPORT; REFER TO DETAIL 6/SS5.21 AND EQUIPMENTVENDOR DRAWINGS. PROVIDE 2 HOUR GYPSUM BOARD ENCLOSURE BELOW FLOOR ATEQUIPMENT ANCHOR PLATE ELECTRICAL FLOOR BOX.

5 INSTALL SALVAGED LEAD APRON RACK; PROVIDE BACKING.

6 DOOR ACTUATOR.

7 EXISTING CONCRETE JOISTS BELOW.

8 INSTALL NEW GYPSUM BOARD AT EXISTING PARTITIONS, TYP.

9 SKIM COAT AND PREP EXISTING WALLS FOR NEW WALL FINISH.

10 PATCH FLOOR PENETRATIONS AT LOCATION OF REMOVED SERVICE PEDESTAL.

11 PATCH FLOOR PENETRATIONS AT LOCATION OF REMOVED SCRUB SINK.

12 PATCH FLOOR PENETRATIONS AT LOCATIONS OF VENDOR REMOVED EQUIPMENT ASREQUIRED.

13 EQUIPMENT WORKPOINT / TABLE BASEPLATE CENTER; VERIFY WITH VENDOR.

14 PREP EXISTING DOOR FRAME FOR NEW FINISH; REFER TO FINISH PLAN.

EQUIPMENT RESP. NOTESSP PHILIPS CLEA STAND EE REFER TO ELECTRICAL & VENDOR DRAWINGS.

SU SUPPLY CART VV

TM TELEVISION VC PROVIDE POWER, DATA, AND BACKING; REFER TOELEC.

TR TRASH RECEPTACLE VV

TV SIEMENS 58" MONITOR CNL EE REFER TO ELECTRICAL & VENDOR DRAWINGS.

UB SKYTRON UTILITY BOOM CC REFER TO STRUCTURAL FOR SUPPORT; REFER TOMECH AND ELEC FOR ADDITIONAL INFORMATION.

UC PHILIPS UNIVERSAL POWERCONTROLLER

EC REFER TO ELECTRICAL & VENDOR DRAWINGS.

UP PHILIPS UPS EC REFER TO ELECTRICAL & VENDOR DRAWINGS.

US VOLCANO VV

VB PHILIPS VB EC

WC U/C WARMING CABINET VV PROVIDE POWER; REFER TO ELECTRICAL.

WM WAVEMARK CABINET VV PROVIDE POWER AND DATA; REFER TOELECTRICAL.

WR WIRE SUPPLY RACK VV

XT EXAM TABLE VV

EQUIPMENT RESP. NOTESMB PHILIPS IMAGE CABINET EE REFER TO ELECTRICAL & VENDOR DRAWINGS.

ME PHILIPS GENERATOR CABINET EE REFER TO ELECTRICAL & VENDOR DRAWINGS.

MP PHILIPS PERIPHERAL CABINET EE REFER TO ELECTRICAL & VENDOR DRAWINGS.

MR U/C MEDS REFRIGERATOR VV PROVIDE POWER; REFER TO ELECTRICAL.

MS ANGIO DIAGNOST 7 EE REFER TO ELECTRICAL & VENDOR DRAWINGS.

MV PHILIPS CEILING TRACK /RADIATION SHIELD

EE REFER TO ELECTRICAL & VENDOR DRAWINGS.

NS SKYTRON WORKSTATIONBOOM

CC REFER TO STRUCTURAL FOR SUPPORT; REFER TOMECH AND ELEC FOR ADDITIONAL INFORMATION.

PA PYXIS AUXILIARY CABINET VV

PR PRINTER VV PROVIDE POWER AND DATA; REFER TOELECTRICAL.

PS PHYSICIAN STOOL VV

PT PROCEDURE CART VV

PX PYXIS VV PROVIDE POWER AND DATA; REFER TOELECTRICAL.

RB ROTOBLATOR CART VV

SC SCALE VV

SH SHARPS CONTAINER (FLOOR) VV

EQUIPMENT RESP. NOTESAB SKYTRON ANESTHESIA BOOM CC REFER TO STRUCTURAL FOR SUPPORT; REFER TO

MECH AND ELEC FOR ADDITIONAL INFORMATION.

AC CRAC CC REFER TO MECHANICAL.

AS ACIST VV

BC BARIATRIC CHAIR VV

BM BIOMED SERVICE CART VV

BP BALLOON PUMP VV

CC CUBICLE CURTAIN & TRACK VC

CY PHILIPS VIEW/CONTROL EE

EK ECHOCARDIOGRAPHY CART VV

GB GARBAGE BIN VV

HB HOVER MAT BLOWER VV

HW HAZARDOUS WASTE BIN VV

IM IMPELLA VV

IT BIOMED SERVER EQUIPMENT VV REFER TO ELECTRICAL & VENDOR DRAWINGS.

LN LINEN BASKET VV

MA PHILIPS MAINS CABINET EE REFER TO ELECTRICAL & VENDOR DRAWINGS.

10

11

11 12

12

1313

OFFICE3J-101

SCRUB3J-102

SOILED3J-106

CORRIDORC3-173

CORRIDORC3-68

SUPPLY3H-105B

SCRUB3H-104

EQUIPMENT3H-105A

LOBBY3H-109

CORRIDORC3-66

HALL3H-100

EXAM3H-101 OFFICE

3H-100AOFFICE3H-100B

ELEVE

SHAFT3S-6

HOLD3G-122

HOLDING3G-121

HOLDING3G-120

CATH LAB 23H-105

CONTROL3H-105C

CG.2

CG.2

CG.1CG.1

CG.1

HR.1

HR.1

HR.1

2

1

3

4 6

7

7

7 7

9

14

1414

1414

15

16

16

16

16

16

16 16

14

14

15

15

15

6

CG.2

24 24

17

17

18

19

53

EQUIPMENT3J-107A

OFFICE3J-104

WORK3J-105

CONTROL3J-107

STERILE SUPPLY3J-108

BREAK3J-109

OFFICE3J-110

OFFICE3J-111

NURSE STATION3J-112

HALLC3-100

OFFICE3J-113

OFFICE3J-114OFFICE

3J-115OFFICE3J-116

OFFICE3J-117

OFFICE3J-118

OFFICE3J-119

OFFICE3J-120

OFFICE3J-121

WOMEN3J-122

MEN3J-123

ELEC3J-124B

HSKP3J-125

3J-126

3J-127

3J-128

3J-129

EXAM3J-130

EXAM3J-131

EXAM3J-132

READING3J-133

EXAM3J-134

LINEN3J-135

EXAM3J-136

STORAGE3J-137

WAITING3J-138

HOLDING3J-139

EQUIPMENT3J-140A

SUPPLY3J-141A

SCRUB3J-142

CATH LAB 33J-143

EQUIP3J-142A

CONTROL3J-143A

EQUIP STOR3J-141

TOILET3H-111

STAIR8

OFFICE3K-137

3K-138EXAM3K-101

EXAM3H-112

LOCKER3H-113

CORRIDORC3-63

ELEVM-8

HALLC3-90

OFFICE3J-138A

WORK3J-138B

CORRIDORC3-95

CORRIDORC3-96

MECHANICAL3J-124

ELEC3J-124A

3J-126-A

HALLC3-93

CONSULT3H-110

OFFICE3H-116

HALLC3-99

HALLC3-98

TRASH3H-121

LOBBY3H-120

CORRIDORC3-64

LOCKER3H-117

TOILET3L-135A

LOCKER3H-117B

3K-102

SHAFTC-8

C-6

HOLDING3G-119

HOLDING3G-118

SUBWAIT3H-114

OFFICE3H-115

OFFICE3H-124

TELE3H-123

ELEC3H-122

CORRIDORC3-65

20

8

8

8

1

1

1

12

HALLC3-84

CORRIDORC3-92

1 2

1

1

2

2

12

1212

21

CG.2

1

1

9

9

22

22

22

2

1

1

2 2 2

2

2

2

CATH LAB3J-103

3

24

24

24

24

24

24

2

2

2 2

2

2

2

2

2

2

2

2

1

2

2

22222

22 2 2 2 2 2 2

W.3

W.3

W.3

W.3

W.3

W.3

W.3W.3W.3W

.3

W.3

W.3

W.3

W.3

1 8

8

28

8

18

8

8

8

8

10

10

10

8 10

10

10

10

10

10

10

10

TYP.1' - 6"

TYP.1' - 6"

1' - 6

"

1' - 6

"

TYP.

1' - 6

"

TYP.

1' - 6

"

1' - 6" 1' - 6"TYP.

1' - 6

"TY

P.1'

- 6"

1' - 6"1' - 6" 1' - 6"

1' - 6

"

1' - 6

"

TYP.

1' - 6

"

1' - 6

"

1' - 6"

TYP.1' - 6"

TYP.1' - 6"

1' - 6

"1'

- 6"

1' - 6"1' - 6"

1' - 6

"

1' - 6

"1'

- 6"

1' - 6

"

TYP.1' - 6"

TYP.1' - 6"

2525

25

25 25

25

EQEQ

25

EQEQ

EQ EQ

EQ EQ

26 26

26

HR.1

HR.1

2223

HOLDING3G-117

HALLC3-171

CORRIDORC3-160

OFFICE3H-118

30

30 30

30

30

30

30

30

30

28

28

28

CG.1

CG.1

P.6

HR.122

W.327

29

FINISH PLAN GENERAL NOTESA.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

N.

O.

REFER TO SHEET AS7.21 FOR MATERIAL FINISH LIST.

ALL PAINT FINISH OF METAL PARTS FOR DUCTS, FRAMES, DOORS, PERIMETERENCLOSURES, ETC SHALL BE SEMI-GLOSS, UNLESS NOTED OTHERWISE.

ALL DOORS, SHALL HAVE THE SAME FINISH ON BOTH SIDES UNLESS NOTED OTHERWISE.DOOR FINISH TO BE DR.1, UNLESS NOTED OTHERWISE;HOLLOW METAL DOOR FINISH TO BE P.5, U.N.O.;

APPLY PAINT FINISHES IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FORSPECIFIC SURFACE. REFER TO SECTION 90 91 00 FOR COAT NUMBER REQUIREMENTS.

DUST WALL SURFACES OF ALL FOREIGN MATERIAL AND PROPERLY PREPARE PRIOR TOAPPLICATION OF WALL FINISH.

FILL AND/OR SAND ALL DRYWALL IMPERFECTIONS BETWEEN THE FIRST AND SECOND FINISHPAINT COATS ON NEW AND EXISTING WALLS SCHEDULED TO BE REFINISHED.

PROVIDE A CLEAN TRANSITION AT LOCATIONS WHERE NEW AND EXISTING CONSTRUCTIONINTERSECTS.

PROVIDE A SCHLUTER SYSTEMS TRANSITION STRIP TS.1 AT ALL DISSIMILAR FLOORINGTRANSITIONS.

AT FLOOR PATCHING, FILLING AND LEVELING, PROVIDE SELF-LEVELING UNDERLAYMENT ASSPECIFIED; VERIFY ACCEPTANCE OF FLOOR LEVELING MATERIAL WITH FLOOR FINISHMANUFACTURER PRIOR TO INSTALLATION.

CONTINUE ALL FLOORING FINISHES UNDERNEATH CASEWORK.EXCEPTION: INTEGRAL RESILIENT SHEET AND POURED EPOXY COVED BASE SHALL STOP ATCASEWORK.

PAINT ALL EXISTING RADIATORS, ACCESS PANELS, DOORS & HOLLOW METAL FRAMES, TOMATCH THE WALL AND OR CEILING FINISH ON WHICH THEY OCCUR.

ALL VERTICAL PLASTIC LAMINATE CASEWORK SHALL BE HPDL.1, UNLESS NOTEDOTHERWISE.

WOOD GRAIN IN ALL HPDL.1 LOCATIONS TO BE APPLIED VERTICALLY, TYPICAL.

ALL HORIZONTAL SOLID SURFACE COUNTERTOPS SHALL BE SS.1, UNLESS NOTEDOTHERWISE.

INSTALL RUBBER FLOORING WITH RECOMMENDED MANUFACTURER'S SPECIFIC HEAT WELDCOLOR FOR LIKE TRANSITIONS.

FINISH PLAN LEGEND

WALL FINISH INDICATORPP.

Q.

R.

S.

T.

U.

V.

ALL SELF-COVE BASE FINISHES IN CATH LAB 2 3H-105 TO EXTEND TO 6" AFF, UNLESSNOTED OTHERWISE.

PEDESTRIAN TRAFFIC AREAS SHALL BE MAINTAINED AT ALL TIMES WHILE WORKING INCORRIDOR AREAS. WORK IN CORRIDORS SHALL BE PERFORMED BETWEEN THE HOURSOF 4:00PM AND 5:00AM. CONTRACTOR TO PROVIDE WALKING SURFACES WITH NO TRIPHAZARDS DURING INSTALLATION OF TEMPORARY FLOORING.

PROVIDE AND INSTALL FIRE RETARDANT POLY FLOOR TO CEILING, TAPE AND SEAL ALLOPENINGS FOR CORRIDOR WALL COVERING INSTALLATION. ALLOW 6'-0" OF CLEARSPACE FOR PEDESTRIAN TRAFFIC.

SKIM COAT AND SIZE ALL EXISTING WALLS SCHEDULED TO RECEIVE NEW WALL COVERINGPRIOR TO INSTALLATION OF NEW FINISH.

PROVIDE FLOOR LEVELING THROUGHOUT ENTIRE CATH LAB 2 3H-105; FEATHER FLOOROUTSIDE OF ROOM TO EXISTING FLOOR LEVEL AT DOOR OPENINGS; REFER TO SECTION09 05 16 FOR ADDITIONAL REQUIREMENTS.

MAINTAIN A CLEAN TRANSITION OF SCHEDULED WALL FINISH AT VERTICAL EXPANSIONJOINTS ABOVE DOOR FRAMES.

REINSTALL ALL CORNER GUARDS AND HANDRAILS IN CORRIDORS THAT WERE REMOVEDFOR WALL FINISH PREP AND INSTALLATION.

= LVT.1

= LVT.2

= LVT.3

FINISH PLAN AND SCHEDULE KEYED NOTES-

/9 AS7.21

/6 AS7.21

/9 AS7.21

/2 AS7.21

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

4:04

AM

DAM/NRP RLS

1331 - AS2.23

LEVEL 3 FINISH PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 7 OF 49

CD ISSUE 01/19/2018

1/8" = 1'-0"1 LEVEL 3 - FINISH PLAN

16 OUTLINE OF CASEWORK.

17 LINE OF SOFFIT ABOVE; PAINT ALL VISIBLE FACES EP.3.

18 LINE OF SOFFIT ABOVE; PROVIDE WP.1 ON VERTICAL FACE; PAINT HORIZONTAL FACEEP.3.

19 PROVIDE WALL PROTECTION BOARD (WP.1) FROM TOP OF BASE TO 54" AFF WHEREINDICATED ON ROOM FINISH SCHEDULE; INSTALL FULL-SIZED PANELS.

20 INSTALL NEW "CAUTION, RADIATION AREA" SIGNAGE; VERIFY LOCATION WITH VA.

21 ALIGN TOP OF HORIZONTAL TRIM AND WALL PROTECTION PANEL WITH TOP OF DOORFRAME ON THIS WALL.

22 INSTALL NEW HANDRAIL HR.1; REFER TO DETAIL .

23 INSTALL CHAIR RAIL CHR.1 ON THIS WALL; COORDINATE HEIGHT WITH OWNER'SFURNITURE.

24 PAINT EXISTING DOOR FRAME, BOTH SIDES OF OPENING, P.5.

25 ALIGN ACCENT FLOOR TILE WITH EDGE OF WALL.

26 CONTINUE ACCENT FLOOR TILE TO END OF FLOOR TRANSITION AT CENTER OFDOORWAY.

27 INSTALL LVT.2 IN THIS AREA.

28 BID OPTION #1: PROVIDE RF.1 FLOOR AND BASE FINISH IN THIS ROOM;BASE BID: PROVIDE SCHEDULED WSRF FLOOR AND BASE FINISH IN THIS ROOM.

29 PROVIDE FLOOR LEVELING THROUGHOUT ROOM; FEATHER FLOOR OUTSIDE OF ROOM TOEXISTING SLAB ELEVATION AT DOOR OPENINGS; REFER TO SECTION 09 05 16 FORADDITIONAL INFORMATION.

30 BID OPTION #2: REPLACE EXISTING 2x4 FLUORESCENT LIGHT FIXTURES WITH 2x4 LEDLIGHT FIXTURES; REFER TO LIGHT FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION;BASE BID: EXISTING 2x4 FLUORESCENT LIGHT FIXTURES TO REMAIN.

1 INSTALL NEW FLOORING AND WALL BASE IN THIS AREA; REMOVE EXISTING FLOORINGAND WALL BASE; PREP FLOOR AND WALL FOR NEW FINISHES.

2 EXISTING VINYL HANDRAILS TO REMAIN; REMOVE FOR INSTALLATION OF NEW WALLFINISHES; REINSTALL FOLLOWING INSTALLATION OF NEW FINISHES.

3 PROVIDE WALL PROTECTION BOARD (WP.1) FROM TOP OF BASE TO 4'-0" AFF ASINDICATED ON THE ROOM FINISH SCHEDULE; REFER TO DETAIL .

4 VERIFY FLOOR LEVELNESS REQUIREMENTS WITH EQUIPMENT VENDOR PRIOR TO FLOORFINISH INSTALLATION.

5 SELF-COVE BASE TO 6" AFF; REFER TO DETAIL .

6 SELF-COVE BASE TO 6" AFF ON WALLS AND CASEWORK; REFER TO DETAIL .

7 SKIM COAT AND PREP TO 6" MIN. ABOVE CEILING FOR NEW WALL FINISH.

8 INSTALL NEW WALL COVERING IN THIS AREA; REMOVE EXISTING WALL COVERING; PREPWALLS FOR INSTALLATION OF NEW WALL COVERING FINISHES.

9 ALL PAINT IN THIS ROOM SHALL BE EPOXY.

10 EXISTING CORNER GUARD WALL PROTECTION TO REMAIN; REMOVE FOR INSTALLATIONOF NEW WALL FINISHES; REINSTALL FOLLOWING INSTALLATION OF NEW FINISHES.

11 EXISTING METAL WALL EXPANSION JOINT COVER TO REMAIN; REMOVE AND REINSTALL ASREQUIRED FOR INSTALLATION OF NEW WALL FINISHES.

12 REPLACE FLEXIBLE INSERT WITH POURABLE SEALANT; REFER TO FLOOR PLAN FORADDITIONAL INFORMATION.

13 INSTALL SALVAGED METAL WALL EXPANSION JOINT COVER.

14 INSTALL NEW SIGNAGE, SIGN TYPE I (GENERAL ROOM SIGN); REFER TO SIGNAGE DETAILAND DRAWINGS ON SHEET AS9.23.

15 INSTALL NEW SIGNAGE, SIGN TYPE F; REFER TO SIGNAGE DETAIL (SIM.) AND DRAWINGSON SHEET AS9.23.

B3638BD-OPT

W4228D-OPT

7'-0"

UNO

INDICATES LOCK

LETTER INDICATES CABINET TYPENUMBER INDICATES WIDTH OF CABINET (INCHES)NUMBER INDICATES HEIGHT OF CABINET(INCHES) INCLUDING COUNTERTOP

OPTIONAL NUMBER INDICATES CABINET DEPTH(INCHES) IF OTHER THAN STANDARD DEPTH

LETTERS INDICATED CABINET COMPONENTS

TYPICAL CABINET TYPE NOMENCLATUREW=WALL HUNG CABINETB=BASE CABINETF=FULL HEIGHT CABINET

B=BOX DRAWERC=CARTD=DOOR PANELEP=PLAM END PANELF=FALSE DRAWER FRONTG=GLASS PANEL

TYPICAL CABINET COMPONENT NOMENCLATURE

LETTER INDICATES CABINET TYPENUMBER INDICATES WIDTH OF CABINET (INCHES)NUMBER INDICATES HEIGHT OF CABINET (INCHES)OPTIONAL NUMBER INDICATES CABINET DEPTH(INCHES) IF OTHER THAN STANDARD DEPTHLETTERS INDICATED CABINET COMPONENTS

CASEWORK LEGEND

H=HAMPERL=LIGHT VALANCEM=MAIL SLOTSO=OPEN SHELVINGR=REMOVABLE PANELS=PAPER SLOT

REFER TO SHEET FOR TYPICAL CASEWORK SECTIONS. TYPICAL CASEWORK SECTIONSARE REFERENCED BY CABINET TYPE AND CABINET COMPONENTS (I.E. B-BD).

AS6.21

T=TRASH OPENINGV=VENTEDW=WARDROBEX=COUNTERTOP WORKSURFACE

NOTE: ALL GLASS IN CABINETS SHALL BE TEMPERED.

105

PROCEDURE CART (VV)SUPPLY CART (VV)LINEN BASKET (VV)GARBAGE BIN (VV)

3H-105 3H-105C

WAVEMARK EXPOS (VC)

W4808XSOLID

SURFACE

HAND SANITIZER (VV)

HAND SANITIZER (VV)

2' - 8

"8"

C.J. C.J.C.J. C.J.

ROOM SIGN (CC)

SHARPSCONTAINER(FLOOR) (VV)

HAZARDOUSWASTE BIN (VV)

4' - 6

"

7"WALL PROTECTION WALL PROTECTION

F4284GGMETAL

3H-105B 3H-105A

7"

PYXIS (VV)

SHARPS (VC)HAND SANITIZER (VV)

C.J. C.J.

ROOM SIGN (CC)ROOM SIGN (CC)

4' - 6

"

GLOVE BOX (VV)

ALIGN T.O. WALL PROTECTION TRIMWITH T.O. DOOR FRAME AT THISLOCATION

WALL PROTECTION

2' - 6

"1'

- 8"

3' - 2

"

B3038D-30METAL

B1838B4-30METAL

B1838B4-30METAL

B3638O-30METAL

B3638D-30METAL

W3930GLMETAL

W3930GLMETAL

W3630GLMETAL

SOLID SURFACE COUNTERTOP W/ 7"BACKSPLASH

U/C MEDS REFRIGERATOR (VV)

U/C WARMING CABINET (VV)

PAPER TOWEL DISPENSER (VC)

4' - 6

"

VB

RB ASMR

WALL PROTECTION WALL PROTECTION

W2130GLMETAL

PYXIS AUXILIARY CABINET (VV)

PYXIS (VV)

WC

WAVEMARK CABINET (VV)WAVEMARK CABINET (VV) WAVEMARK CABINET (VV)

7"4'

- 6"

HAND SANITIZER (VV)

DOOR OPERATOR ACTUATOR

WALL PROTECTION ON SOFFIT FACE

WALL PROTECTION

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

4:08

AM

DAM/NRP NRP

1331 - AS4.21

INTERIOR ELEVATIONS ANDISOMETRIC DRAWINGS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 8 OF 49

CD ISSUE 01/19/2018

1 CATH LAB 3H-105 NORTHWEST ISOMETRIC 2 CATH LAB 3H-105 SOUTHEAST ISOMETRIC

1/2" = 1'-0"6 CATH LAB 3H-105 WEST ELEVATION

1/2" = 1'-0"3 CATH LAB 3H-105 NORTH ELEVATION 1/2" = 1'-0"4 CATH LAB 3H-105 EAST ELEVATION

1/2" = 1'-0"5 CATH LAB 3H-105 SOUTH ELEVATION

GENERAL NOTES

A. REFER TO FLOOR PLAN FOR EQUIPMENT SCHEDULE.

LEAD APRON RACKLEAD APRON RACK

WALL PROTECTION

4' - 0

"

SOLID SURFACE COUNTERTOP

3' - 0

"

CONTINUOUS 1 1/2"X 1 1/2"ALUMINUM ANGLE WALL CLEAT

PROVIDE TWO GROMMETS;VERIFY LOCATIONS WITH OWNER

30" DEEP SOLID SURFACECOUNTERTOP

PRINTER (VV) 3' - 0

"

B1536B3-301' - 6"

105

3H-105C

B2436OB2-30

C.J. C.J.

CYWR3 (CC)

8' - 1"

WR3 (CC)

12" DEEP SOLID SURFACE BASE

B-P

3' - 0" 3' - 0" 3' - 0"

COUNTERTOP SUPPORT BRACKETS

VB VB VBVB VBVB

PROVIDE AND INSTALL EIGHT (8) 2 1/2"CHROME GROMMETS WITH COVERS;VERIFY LOCATIONS WITH OWNER

WIREMOLD; REFER TO ELECTRICAL

3H-104A

C.J.

3H-104A

LEAD APRON RACK (VC)

F3684DDMETAL

6"

C.J.

ROOM SIGN (CC)

SLOPED METAL FASCIA

4' - 0

"

WALL PROTECTIONPANEL

3H-105

C.J.

VERI

FY W

/ V.A

.6'

- 6"

MIXING VALVE CABINET;REFER TO MECHANICAL

SOAP DISPENSER (VC)

6"

SOAP DISPENSER (VC)

STAINLESS STEEL SHELF (CC)

5' - 0

"

F3060W

PAPER TOWEL DISPENSER (VC)

4' - 0

"

ROOM SIGN (CC)DOOR OPERATOR ACTUATORWALL PROTECTION PANELPAPER TOWEL DISPENSER (VC)

6"EYE

WAS

H HE

IGHT

33" T

O 53

" EYE WASH; REFER TOMECHANICAL

3H-104

C.J.

DOOR OPERATOR ACTUATOR

4' - 0

"

WALL PROTECTION PANEL

6"

3H-100A

B2430OB1 B1530B3

PRINTER (VV)

W3024DPLAM FASCIA

SOLID SURFACE COUNTERTOP

W3024D W3024D

BIOMED SERVICE CART (VV)

4' - 2"

2' - 6

"3'

- 0"

W3024D W1524D

C.J.

BIOMED SERVER EQUIPMENT(VV)BIOMED SERVER EQUIPMENT(VV)

NURSE CALL PULL

24" x 36" FRAMED MIRROR (CC)

CUBICLE CURTAIN & TRACK (VC)

3H-101

COAT HOOK (CC)COAT HOOK (CC)

2' - 0" 8"

4' - 0

"1'

- 0" CHAIR RAIL (CHR.1)

CODE BLUEMODULAR FURNITURE (VV);PROVIDE BACKING

PAPER TOWEL DISPENSER (VC)SOAP DISPENSER (VC)

VERIFY3' - 6" 1' - 0" 3' - 10 1/8"

3H-105A

MB MP ME MA

UCUP

WR2 (CC)

WR1 (CC)

5"10

"5'

- 7"

10"

3' - 0" 3' - 0"

A-O-V-SMEDICAL GAS OUTLETTELEVISION (VC)

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

1/4" = 1'-0"

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

4:11

AM

DAM/NRP NRP

1331 - AS4.22

INTERIOR ELEVATIONS ANDISOMETRIC DRAWINGS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 9 OF 49

CD ISSUE 01/19/2018

1 CONTROL 3H-105C SOUTHEAST ISOMETRIC 1/4" = 1'-0"2 CONTROL 3H-105C WEST ELEVATION

1/4" = 1'-0"3 CONTROL 3H-105C NORTH ELEVATION 1/4" = 1'-0"4 CONTROL 3H-105C EAST ELEVATION

1/4" = 1'-0"5 CONTROL 3H-105C SOUTH ELEVATION

6 SCRUB 3H-104 NORTHWEST ISOMETRIC 7 SCRUB 3H-104 SOUTHEAST ISOMETRIC 1/4" = 1'-0"8 SCRUB 3H-104 NORTH ELEVATION

1/4" = 1'-0"9 SCRUB 3H-104 EAST ELEVATION 1/4" = 1'-0"10 SCRUB 3H-104 SOUTH ELEVATION

1/4" = 1'-0"11 SCRUB 3H-104 WEST ELEVATION

12 EQUIP 3H-105A NORTHWEST ISOMETRIC 1/4" = 1'-0"13 EQUIP 3H-105A NORTH ELEVATION

17 EXAM 3H-101 NORTHEAST ISOMETRIC 1/4" = 1'-0"21 EXAM 3H-101 SOUTH ELEVATION

1/4" = 1'-0"18 EXAM 3H-101 WEST ELEVATION 1/4" = 1'-0"19 EXAM 3H-101 NORTH ELEVATION

1/4" = 1'-0"14 EQUIP 3H-105A SOUTH ELEVATION

1/4" = 1'-0"20 EXAM 3H-101 EAST ELEVATION

ALL MAJOR NOISE PRODUCING ACTIVITIES SHALL BE ACCOMPLISHED BETWEEN THEHOURS OF 5:00 PM AND 7:00 AM.

ALL PARTITION FRAMING SHALL EXTEND FROM FLOOR TO UNDERSIDE OF INTERSTITIALFLOOR STRUCTURE ABOVE, UNLESS NOTED OTHERWISE. REFER TO INDIVIDUAL PARTITIONTYPES FOR EXTENT OF GYPSUM WALLBOARD AND ACOUSTICAL TREATMENT.

ALL BULKHEAD FRAMING SHALL EXTEND TO UNDERSIDE OF INTERSTITIAL FLOORSTRUCTURE ABOVE WITH DIAGONAL METAL STUD BRACING AT 4'-0" ON CENTER MAXIMUM.PROVIDE MINIMUM TWO BRACES PER BULKHEAD.

WHEN A PARTITION IS REQUIRED TO MEET A SPECIFIC FIRE RATED TEST NUMBER OR STCTEST NUMBER, THE SPECIFIC REQUIREMENTS OF THAT TEST NUMBER SHALL SUPERSEDEANY CONFLICTING NOTATION ON THAT PARTICULAR DETAIL OR PARTITION TYPE.

ALL PARTITIONS WITH ACOUSTICAL BATT INSULATION SHALL BE CONSIDERED "SOUND"PARTITIONS. ALL PENETRATIONS IN SOUND PARTITIONS SHALL BE SEALED WITHACOUSTICAL SEALANT.

REFER TO PARTITION HEAD DETAIL FOR ADDITIONAL INFORMATION.

REFER TO PARTITION BASE DETAIL FOR ADDITIONAL INFORMATION.

A.

B.

C.

D.

E.

F.

G.

GENERAL PARTITION NOTES

/21 AS5.21

/35 AS5.21

3 5/8" METAL STUDS @ 16"OC.3 1/2" ACOUSTICAL BATTINSULATION WHERE SCHEDULED

5/8" GYP - LAYERS AS SCHEDULED

4 7/8"

6 1/8"

NOTE:RATED PARTITIONS (WHEREINDICATED ON CODE PLANS)ARE TO MEET OR EXCEED THEFOLLOWING:

1 HR FIRE- UL DESIGN#U411

2 HR FIRE- UL DESIGN#U411

TAGGED SIDE

M3

M31A

1

1 LAYER GYP EACH FACE w/ ACOUSTICAL INSULATIONFULL HEIGHT FLOOR TO STRUCTURE ABOVE1 LAYER GYP EACH FACEFULL HEIGHT FLOOR TO STRUCTURE ABOVE

M3 1 LAYER GYP EACH FACEFLOOR TO 6 INCHES ABOVE FINISH CEILING1B

M32

2 LAYERS GYP EACH FACEFULL HEIGHT FLOOR TO STRUCTURE ABOVE

M32A

2 LAYERS GYP EACH FACE w/ ACOUSTICALINSULATION FULL HEIGHT FLOOR TO STRUCTURE ABOVE

NOTE:RATED PARTITIONS (WHEREINDICATED ON CODE PLANS)ARE TO MEET OR EXCEED THEFOLLOWING:

1 HR FIRE- UL DESIGN#U411

2 HR FIRE- UL DESIGN#U411

TAGGED SIDE(EXPOSED SIDE)3 5/8" METAL STUDS@ 16" OC.

3 1/2" ACOUSTICAL BATTINSULATION5/8" LEAD LINED GYPSUMBOARD

4 7/8"

5/8" GYPSUM BOARD

RADIATION SIDE:1 LAYER LEAD LINED GYP TO 7'-0" AFF /

1 LAYER GYP FROM 7'-0" AFF TO STRUCTURE,ACOUSTICAL INSULATION FLOOR TO STRUCTUREOPPOSITE SIDE:1 LAYER GYP FULL HEIGHT FLOOR TO STRUCTURE

1LM3

5/8" GYP AT M3/2L

RADIATION SIDE

RADIATION SIDE:1 LAYER GYP FULL HEIGHT FLOOR TO STRUCTURE,1 LAYER LEAD LINED GYP TO 7'-0" AFF /

1 LAYER GYP FROM 7'-0" AFF TO STRUCTURE,ACOUSTICAL INSULATION FLOOR TO STRUCTUREOPPOSITE SIDE:1 LAYER GYP FULL HEIGHT FLOOR TO STRUCTURE

2LM3

5/8" GYP AT M3/2L

6 1/8"

EXPOSED FACE

3 5/8" METAL STUDS @ 16" OC.

EXISTING OR OTHERWISE SCHEDULEDCONSTRUCTION WHERE APPLICABLE

5/8" GYP - LAYERS AS SCHEDULED

4 1/4"

4 7/8"

MF3

MF31A

1

1 LAYER GYP EACH FACE w/ ACOUSTICAL INSULATIONFULL HEIGHT FLOOR TO STRUCTURE ABOVE1 LAYER GYP EACH FACEFULL HEIGHT FLOOR TO STRUCTURE ABOVE

MF3 1 LAYER GYP EACH FACEFLOOR TO 6 INCHES ABOVE FINISH CEILING1B

MF32

2 LAYERS GYP EACH FACEFULL HEIGHT FLOOR TO STRUCTURE ABOVE

MF32A

2 LAYERS GYP EACH FACE w/ ACOUSTICALINSULATION FULL HEIGHT FLOOR TO STRUCTURE ABOVE

3 1/2" ACOUSTICAL BATTINSULATION WHERE SCHEDULED

1LMF3

EXPOSED FACE3 5/8" METAL STUDS @ 16" OC.

3 1/2" ACOUSTICAL INSULATIONAT INTERIOR PARTITIONSEXISTING OR OTHERWISE SCHEDULEDCONSTRUCTION WHERE APPLICABLE5/8" LEAD LINED GYPSUM BOARD

4 7/8"

5/8" GYPSUM BOARD AT MF3/2L

RADIATION SIDE:1 LAYER LEAD LINED GYP TO 7'-0" AFF /

1 LAYER GYP FROM 7'-0" AFF TO STRUCTURE,ACOUSTICAL INSULATION FLOOR TO STRUCTURE

RADIATION SIDE

2LMF3 RADIATION SIDE:

1 LAYER GYP FULL HEIGHT FLOOR TO STRUCTURE,1 LAYER LEAD LINED GYP TO 7'-0" AFF /

1 LAYER GYP FROM 7'-0" AFF TO STRUCTURE,ACOUSTICAL INSULATION FLOOR TO STRUCTURE

EXISTING INTERSTITIALSTRUCTURE: STEEL & GYPSUMCONCRETE

CEILING ASSEMBLY ANDHEIGHT AS SCHEDULED

EXISTING FLOOR STRUCTURE:PAN & JOIST

PARTITION. SEE FLOOR PLANFOR PARTITION TYPE

4 1/2"

2' - 0

"6'

- 0"

3 1/2"

10' -

0"4 1

/2"

8' - 4

1/2"

10' -

3 1/2"

EXISTING FLOOR STRUCTURE:PAN & JOIST

PARTITION. SEE FLOOR PLANFOR PARTITION TYPE

MIN.4"

MIN.5"

MIN.4"

CEILING AS SCHEDULEDRECESSED LIGHT FIXTURE;REFER TO ELECTRICAL

EXISTING INTERSTITIAL FLOORSTRUCTURE

(2) LAYERS 1" SHAFTLINER PANELS2" H-STUDS AT 24" O.C., MAX.

J-RUNNER

UL DESIGN U336

NOTE:ALL PENETRATIONS THROUGHTHE INTERSTITIAL FLOORSTRUCTURE MUST MAINTAIN A2-HOUR RATING.

CEILING AS SCHEDULED

EXISTING INTERSTITIALGYPSUM CONCRETE FLOORSTRUCTURE

20 GAUGE SHEET METAL OVEROPENING; PROVIDE MIN. 3" LAPAROUND ENTIRE OPENING

FILL OPENING WITH GYPSUMCONCRETE

20 GAUGE SHEET METAL OVEROPENING; PROVIDE MIN. 3" LAPAROUND ENTIRE OPENING

NOTE:COORDINATE ALL PATCH/REPEARING WITHMECHANICAL AND ELECTRICAL CONTRACTORS.SEE DEMOLITION DRAWINGS FOR EQUIPMENTBEING REMOVED.

PROVIDE (3) 1/2" DIA. THRU-BOLTS, TYPICAL EACH SIDE OFEXISTING OPENING

MIN. LAP3"

(1' - 4" MAX.)OPENING

MIN. LAP3"

1 1/2"

1 1/2"

EQ EQ

1 1/2"

1 1/2"

NOTES:1. DETAIL FOR SMOKE RESISTANT, 1-HR RATED, OR SOUND

PARTITION ASSEMBLIES.2. ATTACH GYPSUM BOARD TO METAL STUDS ONLY, DO NOT

ATTACH TO DEEP LEG TRACK.

5/8" FIRE RATED GYPSUMBOARD, EACH SIDE

J-CASING BEAD, EACH SIDE

1/2" T FIRE STOP SEALANT, EACHSIDE (ACOUSTICAL SEALANT ATSOUND PARTITIONS)

GYPSUM BOARD PARTITION,SEE FLOOR PLAN FOR TYPE

1" DEFLECTION SPACE TORUNNER CHANNEL

CONTINUOUS 16 GAUGE DEEPLEG TRACK

STRUCTURE ABOVE

DEFLECTION HEAD AT RATED AND SOUND PARTITIONS

1"

FASTEN AT BOTH ENDS WITHMINIMUM 4 TAPPING SCREWS

CUT HORIZONTAL FASTENERFROM METAL STUD

METAL STUDS AT 16" OC

PLAN VIEW

NOTE:CONTRACTOR SHALL COORDINATE LOCATIONS OF HORIZONTALFASTENERS.

ISOMETRIC

NOTES:1. THIS DETAIL IS APPLICABLE TO ALL PARTITIONS WITH ACOUSTICAL

BATT INSULATION (SOUND PARTITION).2. REFER TO PARTITION TYPES FOR ADDITIONAL INFORMATION.3. REFER TO HEAD OF PARTITION DETAILS FOR DEFLECTION

CONSIDERATIONS.

WALL FINISH AS SCHEDULED

FLOOR LINE

CONTINUOUS ACOUSTICALSEALANT UNDERNEATHRUNNER AND BOTH SIDES OFWALL; JAMB LOCATIONS ALSO

WALL BASE AS SCHEDULED

FLOOR FINISH AS SCHEDULED

ACOUSTICAL BATT INSULATION(WHERE INDICATED ONPARTITION TYPE)

1/4" A

T RAT

ED P

ARTIT

ION

5/8" A

T SOU

ND P

ARTIT

ION

BASE AT RATED AND SOUND PARTITIONS

PARTITION - SEE FLOOR PLANFOR CONSTRUCTION TYPE

FIRE RETARDANT 2X6BLOCKING; RUN BETWEENMETAL STUDS; CENTER STUDAT CENTERLINE OF DOORBUMPER / COAT HOOKWALL MOUNTED DOORBUMPER / COAT HOOK;VERIFY HEIGHT

EXISTING LEAD-LINED GYPSUMBOARD

J-BOX OR OTHER PENETRATION

NEW LEAD SHEET; REFER TOSHIELDING REPORT FORMINIMUM THICKNESS

"D"

MIN.2 x "D"

MIN.2 x "D"

NEW LEAD-LINED GYPSUMBOARD

GYPSUM WALL ASSEMBLY, FIRE-RATING AS SCHEDULED

NOTE:2HR FIRE-RATING SHOWN

STEEL STUD FRAMING MIN. 3 1/2"WIDE ON ALL SIDES OF OPENING

MIN. 24 GA RECTANGULARSHEET METAL DUCT(24"x24" DUCT MAX.)

MIN. 1/2" DEPTH INTUMESCENTFIRESTOP SEALANT

MIN. 5" MINERAL WOOL INTOOPENING (MIN. 3-3/4" FOR 1HRFIRE-RATING)

MIN. 1/4" FIRESTOP SEALANTBEAD AT POINT OF CONTACT(2HR FIRE-RATING ONLY MAYHAVE 0" ANNULAR SPACE ATBOTTOM OF THE DUCT)

UL W-L-5028

GYPSUM WALL ASSEMBLY, FIRE-RATING AS SCHEDULED

NOTE:2HR FIRE-RATING SHOWNW/ MINIMUM REQUIREMENTS

MIN. 1/4" ANNULARCOMPRESSED GLASS FIBERINSULATION(1" MAX.)

STEEL STUD MIN 2 1/2" WIDEFRAMING ON ALL SIDES OFOPENING

MIN. 24 GA RECTANGULARSHEET METAL DUCT(24"x12" DUCT MAX.)

MIN. 1 1/4" DEPTHINTUMESCENT FIRESTOPSEALANT (MIN. 5/8" FOR 1HRFIRE-RATING)

UL W-L-7059

GYPSUM WALL ASSEMBLY, FIRE-RATING AS SCHEDULED

NOTE:1. 2HR FIRE-RATING SHOWN2. MAX DIAMETER OF

OPENING = 7 1/2"

STEEL STUD FRAMING MIN 2 1/2"WIDE ON ALL SIDES OF OPENING

MAX 4" NOMINAL STEEL PIPESCHEDULE 40 OR GREATER(MAX. 2" DIAMETER COPPERPIPE OR TUBING)

MIN. 5/8" DEPTH INTUMESCENTFIRESTOP SEALANT

3/4" FLEXIBLE FOAM PIPEINSULATION

MIN. 1/2" FIRESTOP SEALANTBEAD AT POINT OF CONTACT

UL W-L-5028

MIN. 2-1/2" CONCRETE FLOOR(MIN. 3" CONCRETE WALL)

MAX 4" NOMINAL STEEL PIPESCHEDULE 10 OR GREATER(MAX. 4" DIAMETER COPPERPIPE)

MIN. 1/2" DEPTH INTUMESCENTFIRESTOP SEALANT (REQUIREDBOTH SIDES OF WALL ASSEMBLY)

3/4" FLEXIBLE FOAM PIPEINSULATION

MIN. 1/2" FIRESTOP SEALANTBEAD AT POINT OF CONTACT

MIN. 2" MINERAL WOOL TIGHTLYPACKED

NOTE:1. 2HR FIRE-RATED

CONCRETE FLOOR SHOWN2. MAX DIAMETER OF

OPENING = 7"

UL C-AJ-5198

MIN. 4-1/2" CONCRETE FLOOROR UL CONCRETE BLOCK WALL

MAX 10"Ø NOMINAL STEELPIPE SCHEDULE 10 ORGREATER (SEE NOTE 3 FOROTHER OPTIONS)

MIN. 1/2" DEPTH INTUMESCENTFIRESTOP SEALANT

MIN. 1/2" FIRESTOP SEALANTBEAD AT POINT OF CONTACT(BOTH SIDES OF WALLASSEMBLY)

MIN. 3" MINERAL WOOLTIGHTLY PACKED (MAX. 12"DIAMETER OPENING)

NOTE:1. 2HR FIRE-RATED CONCRETE FLOOR SHOWN2. MAX DIAMETER OF OPENING = 12"3. PIPE OPTIONS MAX. Ø PIPE OPTIONS MAX.Ø

CAST IRON 10" STEEL CONDUIT 4"COPPER PIPE OR TUBING 4" EMT 4"

UL C-AJ-1149

MIN. 4-1/2" CONCRETE FLOOR(MIN. 5" CONCRETE WALL)

MAX. 2" STEEL PIPE,SCHEDULE 40 OR GREATER

MIN. 1/2" DEPTH INTUMESCENTFIRESTOP SEALANT (BOTHSIDES OF WALL)

MAX. 1" GLASS FIBER PIPEINSULATION

MIN. 4" MINERAL WOOL TIGHTLYPACKED(ANNULAR SPACE= MIN.11/16"MAX. 3-1/16")

NOTE:1. 2HR FIRE-RATING FLOOR

SHOWN2. MAX DIAMETER OF

OPENING = 8"

UL C-AJ-5048

NOTE:RATED PARTITIONS (WHEREINDICATED ON CODE PLANS)ARE TO MEET OR EXCEED THEFOLLOWING:

1 HR FIRE- UL DESIGN#U411

2 HR FIRE- UL DESIGN#U411

TAGGED SIDE

6" METAL STUDS @ 16" OC.

6" ACOUSTICAL BATTINSULATION WHERE SCHEDULED

5/8" GYP - LAYERS AS SCHEDULED;FIRE RATED @ RATED PARTITIONS

M6

M61A

1

1 LAYER GYP EACH FACE w/ ACOUSTICAL INSULATIONFULL HEIGHT FLOOR TO STRUCTURE ABOVE1 LAYER GYP EACH FACEFULL HEIGHT FLOOR TO STRUCTURE ABOVE

M6 1 LAYER GYP EACH FACEFLOOR TO 6 INCHES ABOVE FINISH CEILING1B

M62

2 LAYERS GYP EACH FACEFULL HEIGHT FLOOR TO STRUCTURE ABOVE

M62A

2 LAYERS GYP EACH FACE w/ ACOUSTICALINSULATION FULL HEIGHT FLOOR TO STRUCTURE ABOVE

7 1/4"

8 1/2"

NOTE:RATED PARTITIONS (WHEREINDICATED ON CODE PLANS)ARE TO MEET OR EXCEED THEFOLLOWING:

1 HR FIRE- UL DESIGN#U411

2 HR FIRE- UL DESIGN#U411

TAGGED SIDE(EXPOSED SIDE)6" METAL STUDS@ 16" OC.

6" ACOUSTICAL BATTINSULATION5/8" LEAD LINED GYPSUMBOARD

7 1/4"

5/8" GYPSUM BOARD

RADIATION SIDE:1 LAYER LEAD LINED GYP TO 7'-0" AFF /

1 LAYER GYP FROM 7'-0" AFF TO STRUCTURE,ACOUSTICAL INSULATION FLOOR TO STRUCTUREOPPOSITE SIDE:1 LAYER GYP FULL HEIGHT FLOOR TO STRUCTURE

1LM6

5/8" GYP AT M6/2L

RADIATION SIDE

RADIATION SIDE:1 LAYER GYP FULL HEIGHT FLOOR TO STRUCTURE,1 LAYER LEAD LINED GYP TO 7'-0" AFF /

1 LAYER GYP FROM 7'-0" AFF TO STRUCTURE,ACOUSTICAL INSULATION FLOOR TO STRUCTUREOPPOSITE SIDE:2 LAYERS GYP FULL HEIGHT FLOOR TO STRUCTURE

2LM6

5/8" GYP AT M6/2L

8 1/2"

INTEGRATED LAMINAR FLOWCEILING SYSTEM

5/8" GYPSUM BOARD; ALIGNHEIGHT WITH UNISTRUT

SEALANTUNISTRUT; REFER TO RCP

EXISTING INTERSTITIALFLOOR STRUCTURE BEYOND

ANCHOR TO STRUCTUREABOVE

5/8" GYPSUM BOARD

FINISHED CEILING ASSCHEDULED

DRYWALL CORNER BEAD

PARTITION, SEE FLOOR PLANFOR TYPE

ANCHOR TO WALL

VARI

ES,

SEE

RCP

VARI

ES,

SEE

RCP

SEE REFLECTED CEILING PLANVARIES

NOTE:COORDINATE ALL PATCH/REPEARING WITHMECHANICAL AND ELECTRICAL CONTRACTORS. SEEDEMOLITION DRAWINGS FOR EQUIPMENT BEINGREMOVED.

VERI

F Y W

ITH E

X IST

ING

COND

ITION

S

2' - 4

1/2"

VER.

4 1/2"

EXISTING CONCRETE FLOOR STRUCTURE

(4) 1/2" DIA. X 4 1/2" LG. EXPANSION ANCHORS(MIN. 3 1/2" EMBED)

1 1/2" 1 1/2" 4"

MIN. ANGLE EXTENSION1' - 0"

MIN. ANGLE EXTENSION1' - 0"

MAXIMUM INFILL SIZE1' - 4"

DECK SPANNEW CONCRETE FLOOR TOPPING OVER1.3C20 CONFORM DECK

3/16"

CONTINUUOS 3X5X1/4" STEEL ANGLEAROUND ENTIRE PERIMETER OF EXISTINGFLOOR OPENING

METAL STUDS, 20 GAUGE MIN.,16" O.C. MAX.

2" LEAD BATTEN STRIPS, SAMEHEIGHT AND THICKNESS AS LEADBACKING ON GYPSUM BOARD,ATTACH WITH FASTENERS ATTOP AND BOTTOM

1 1/4" LONG TYPE "S-12"DRYWALL SCREWS EDGESPACING AT 8" O.C. AND FIELDSPACING AT 12" O.C. ASREQUIRED BY UL LISTINGS

LEAD BACKED GYPSUM BOARD,INSTALLED VERTICALLY

RADIATIONSOURCE SIDE

METAL STUDS, 20 GAUGE MIN.,16" O.C. MAX.

VERTICAL 2" WIDE LEADBATTEN WITH FASTENERS ATTOP AND BOTTOM

VERTICAL 2" WIDE LEADBATTEN WITH FASTENERS ATTOP AND BOTTOM

VERTICAL 2" WIDE LEADBATTEN WITH FASTENERS ATTOP AND BOTTOMVERTICAL 2" WIDE LEADBATTEN WITH FASTENERS ATTOP AND BOTTOM

LEAD BACKED GYPSUMBOARD, INSTALLEDVERTICALLY

1" OVERLAP

1" OV

ERLA

P

RADIATIONSOURCE SIDE

RADIATIONSOURCE SIDE J-BOX OR CAN IN WALL

LEAD BACKED GYPSUM BOARD

METAL STUDS, 20 GAUGE MIN.,16" O.C. MAX.LEAD SHEET, SAME THICKNESSAS BACKING ON GYPSUMBOARD "D" X 2 "D" X 2

RADIATIONSOURCE SIDE J-BOX OR CAN IN WALL

LEAD BACKED GYPSUM BOARD

METAL STUDS, 20 GAUGE MIN.,16" O.C. MAX.BOX BRACE SUPPORT

LEAD SHEET, SAMETHICKNESS AS BACKING ONGYPSUM BOARD

"D"

" H "

" W "

" W "

" W " + " H " X 2

2" MIN KEEP ASCLOSEASPOSSIBLE

LEAD BACKED GYPSUMBOARD

LEAD WRAP DUCT OR LEADOVERLAP DUCT ISACCEPTABLE

WRAP SHEET LEAD OVER DUCTAND EXTEND MINIMUM OF 2"BEYOND ALL EDGES OF THE DUCT

DUCT, TURN 90 DEGREES ANDRUN AS CLOSE TO THE LEADBACKED GYPSUM BOARD ASPOSSIBLE, REFER TOMECHANICAL

NOTE: NO THROUGHPENETRATIONS PERMITTED

"H"

"H" X

3

NOTE: NO THROUGHPENETRATIONS PERMITTED

LEAD, SAME THICKNESS ASBACKING ON GYPSUM BOARD

LEAD BACKED GYPSUMBOARD, INSTALLEDVERTICALLY

RADIATIONSOURCE SIDE

PARTITION THICKNESS

NOTE:RATED PARTITIONS (WHEREINDICATED ON CODE PLANS)ARE TO MEET OR EXCEED THEFOLLOWING:

2 HR FIRE- UL DESIGN #U438

TAGGED SIDE

2 1/2" C-H METALSTUDS @ 24" OC.

1 1/2" ACOUSTICAL BATT

5/8" FIRE RATED GYPSUM BOARDLAYERS AS SCHEDULED

S2

1" SHAFT LINER PANEL

2 HOUR SHAFT WALL ASSEMBLY PER U.L. DESIGN #438WITH ACOUSTICAL INSULATION;FULL HEIGHT FLOOR TO STRUCTURE ABOVE.

NOTES:1. DETAIL FOR SHAFTWALL ASSEMBLIES.2. ATTACH GYPSUM BOARD TO METAL STUDS ONLY, DO NOT ATTACH

TO DEEP LEG TRACK.

5/8" FIRE RATED GYPSUMBOARD

FIRE STOP SEALANT

SHAFTWALL ASSEMBLY

1" DEFLECTION SPACE TORUNNER CHANNEL

CONTINUOUS 16 GAUGE DEEPLEG TRACK

STRUCTURE ABOVE

HEAD AT SHAFTWALL

1"

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

4:12

AM

DAM/NRP NRP

1331 - AS5.21

PARTITION TYPES AND INTERIORDETAILS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 10 OF 49

CD ISSUE 01/19/2018

1 1/2" = 1'-0"1 PARTITION TYPE M3 1 1/2" = 1'-0"2 PARTITION TYPE M3L

1 1/2" = 1'-0"5 PARTITION TYPE MF3 1 1/2" = 1'-0"6 PARTITION TYPE MF3L

1/4" = 1'-0"14 BUILDING SECTION DIAGRAM 1 1/2" = 1'-0"11 INTERSTITIAL FLOOR PENETRATION DETAIL

1 1/2" = 1'-0"10 INTERSTITIAL FLOOR REPAIR DETAIL

3" = 1'-0"21 PARTITION HEAD DETAIL

1/4" = 1'-0"9 WALL BACKING

3" = 1'-0"35 PARTITION BASE DETAIL

3" = 1'-0"28 BACKING AT DOOR BUMPER/COAT HOOK 1 1/2" = 1'-0"24 LEAD LINING AT PENETRATION

1" = 1'-0"29 FIRE RATED SHEET METAL DUCT 1" = 1'-0"30 FIRE RATED INSULATED DUCT

1 1/2" = 1'-0"31 FIRE RATED INSULATED PIPE THRU PARTITION 1 1/2" = 1'-0"32 FIRE RATED INSULATED PIPE THRU SLAB

1 1/2" = 1'-0"33 FIRE RATED PIPE THRU SLAB 1 1/2" = 1'-0"34 FIRE RATED INSULATED PIPE THRU SLAB

1 1/2" = 1'-0"3 PARTITION TYPE M6 1 1/2" = 1'-0"4 PARTITION TYPE M6L

1 1/2" = 1'-0"12 GYPSUM BOARD CEILING DETAIL 1 1/2" = 1'-0"13 GYPSUM BOARD SOFFIT DETAIL

1 1/2" = 1'-0"25 TYPICAL CONCRETE FLOOR INFILL DETAIL

6" = 1'-0"15 TYPICAL LEAD LINING DETAIL AT STUD 3" = 1'-0"16 TYPICAL LEAD LINING DETAIL AT CORNERS

3" = 1'-0"17 LEAD LINING DETAIL AT J-BOX 3" = 1'-0"18 ALTERNATE LEAD LINING DETAIL AT J-BOX

3" = 1'-0"22 LEAD LINING DETAIL AT DUCT PENETRATION 3" = 1'-0"23 LEAD LINING DETAIL AT PIPE PENETRATION

1 1/2" = 1'-0"8 PARTITION TYPE S2

3" = 1'-0"20 PARTITION HEAD DETAIL

9"4"

3' - 6

" MAX

.

9"4"

3' - 6

" MAX

.

D-10 D-11 D-12FLUSH VISION LITE

RATEDVISION LITEUNRATED

SCHEDULESEE

SEE

SCHE

DULE

SCHEDULESEE

SCHEDULESEE

SEE

SCHE

DULE

SEE

SCHE

DULE

2' - 1

"

T

T T

= TEMPERED GLASS

2' - 1

" 9"4"

3' - 6

" MAX

.

D-20 D-21FLUSH VISION LITE

UNRATED

SCHEDULESEE

SEE

SCHE

DULE

LEAFACTIVE

LEAFINACTIVE

SEE

SCHE

DULE

2' - 1

"

T

LEAFACTIVE

LEAFINACTIVE

SCHEDULESEE

2" 2"

2"

F-10

SCHEDULESEE

SEE

SCHE

DULE

HOLLOW METAL

TERMINATEDSTOP

2" 2"

2"

F-11

SCHEDULESEE

SEE

SCHE

DULE

HOLLOW METALLEAD-LINED

STOP EXTENDSDOWN TOFLOOR

CONTROLJOINT, EACHSIDE OF WALL

CONTROLJOINT, EACHSIDE OF WALL

12' - 0"

3' - 8

"3'

- 6"

T = TEMPERED GLASS

2"2"

2" 2"

1/4" LEADED

8AS6.21

8AS6.21

8AS6.21SIM.

SIM.

SIM.

LEAD-LINEDVERTICAL"T" JOINT

EQ EQ

W-1LEAD-LINEDHOLLOW METAL

GENERAL NOTES:1. SPECIAL ANCHORAGE OF CLIP ANGLES AT INTERSTITIAL DECKS MAY BE REQUIRED.2. INTALL 1/16" THICK LEAD LINING AND EQUIVALENT LEADED GLASS IN DOORS, UNLESS A THICKER

LEAD LINING IS REQUIRED BY THE PHYSICIST'S SHIELDING REPORT.3. LEAD IS NOT REQUIRED IN DOOR HEAD WHEN LEAD IS ONLY REQUIRED IN WALLS TO 7'-0" [2134mm]

HEIGHT.

LEAD-LINED GYPSUM BOARD

DOUBLE 16 GAUGE METAL STUDS

1/16" THICK LEAD LINING ONDOOR FRAME, U.N.O.

SOLID GROUT DOOR FRAME

LEAD-LINED DOOR

1/2"

LEAD-LINED DOOR FRAME;LEAD LINING TO BE ON CATHLAB SIDE OF FRAME

JAMB SIM.

CLIP ANGLES FASTENEDTO SLAB OR BEAM

CLIP ANGLESFASTENED TO SLAB

DOUBLE 16 GA.STUDS

DOOR FRAME;PROVIDE REINF.FOR HINGES/PIVOTS

ELEVATION

RADIATION SIDE

PARTITION; REFER TOPARTITION TYPE FORCONSTRUCTION

CONTINUOUS SEALANT,ENTIRE PERIMETER OF FRAME,EACH SIDE OF OPENING

HOLLOW METAL FRAME ASSCHEDULED

HOLLOW METAL FRAMEANCHOR

DOOR AS SCHEDULED

(2) 20 GAUGE METAL STUDS,HINGE AND LATCH SIDE OFDOOR FRAME

HINGE SIDE4" TYPICAL

HEAD SIM.

NOTE 1:OMIT BRACE WHEN "D"DIMENSION IS LESS THAN 2'-0"FOR GYPSUM BOARD

METAL STUDS @ 16" OC MAX.

PROVIDE CONTINUOUSBRACING WHEN STUDSEXCEED 10'-0" AND AREFINISHED BOTH SIDESJAMB ANCHOR CLIPS, 3 PERSIDE; COORDINATE WITHHINGE REINFORCEMENT.

SEE NOTE 1

1/2" CONST.JOINT

RUNNER BET.STUDS

SEEDOOR

SCHEDULE

SHIM AS REQ'D.

ELEVATION AT DOOR FRAME

HM METALDOORFRAME

1/2"

EQEQ

6" MA

X.

EQEQ

VARIES

D

GYPSUM WALL BOARDPANELS

CONTROL JOINT

ISOMETRIC OF CONSTRUCTION JOINT

[13mm]

CRIPPLE STUD DO NOTANCHOR TO BEARINGSTUD

1/2" MIN.

JAMB DEPTHMINUS 3/16"

1/2" MIN.

5/8" MAX.

FRAME FACE

MINUS 3/16"

3/4" M

IN.STUDWIDTH

3/4" M

IN.

STUDWIDTH

FRAME FACE

MINUS 3/16"3/4" M

IN.

JAMB ANCHORS

AS5.2121

6" HIGH 16 GAUGE METALBACKING, EACH SIDE OF DOORJAMB AND PARTITION FRAMING

MINIMUM1' - 6"

MIN.1' - 0"

WHERE CLOSER AND LATCHARE PROVIDED.

AS6.212

LEAD LINED PARTITION -REFER TO PARTITION TYPEFOR CONSTRUCTION

CONTINUOUS SEALANT -ENTIRE PERIMETER OF FRAME- EACH SIDE OF OPENING

SHEET LEAD LINED HOLLOWMETAL WINDOW FRAME - LEADEQUIVALENCY THICKNESS TOMATCH ADJACENT PARTITIONLEAD SHIELDING REQUIREMENTS

LEADED GLASS - LEADEQUIVALENCY THICKNESS TOMATCH ADJACENT PARTITIONLEAD SHIELDING REQUIREMENTS

HOLLOW METAL GLAZING STOP

5/8" LEAD LINED GYPSUMBOARD

RADIATION SIDE

3 5/8" METAL STUD BOX BEAM

GENERAL NOTES:1. REFER TO RADIATION SHIELDING EVALUATION REPORT FOR REQUIRED SHIELDING MATERIALSAND THICKNESSES.

HEAD/JAMB SIMILAR

CONTINUOUS SEALANT

FACE OF CABINET DOOR/DRAWER

EXPOSED EDGE OFCOUNTERTOP

EXPOSED FINISHED SIDEOF BASE CABINETR 2"

1"

1"

COUNTERTOP WITHBACKSPLASH AS INDICATEDON DRAWINGS

(2) EQUAL PLAM DRAWERS(LOCK WHERE SHOWN ONELEVATIONS)

BASE AS SCHEDULED

4" UN

O4"

8"

SEE

ELEV

ATIO

NS

EQUA

LEQ

UAL

2' - 0" UNO

3"

1"

PLAM DRAWER

COUNTERTOP WITHBACKSPLASH AS INDICATEDON DRAWINGSPLAM DRAWER (LOCK WHERESHOWN ON ELEVATIONS)

(1) ADJUSTABLE PLAM SHELF

PLAM DOOR (LOCK WHERESHOWN ON ELEVATIONS)

BASE AS SCHEDULED

3"

4" UN

O4"

8"

SEE

ELEV

ATIO

NS

WIRE DOOR PULL

1"

2' - 0" UNO

4"

2' - 1" UNO

A&M CONCEALED SUPPORTBRACKET AT 36" O.C. MAX.,U.N.O.;C-24, WHITE(C-30 AT 30" DEEPCOUNTERTOP)

COUNTERTOP WITHBACKSPLASH AS INDICATEDON DRAWINGS

CONTINUOUS 1 1/2"X 1 1/2"ALUMINUM ANGLE WALLCLEAT

SEE

ELEV

ATIO

NS

COUNTERTOP SUPPORT BRACKET

(3) ADJUSTABLE METALSHELVES

BASE AS SCHEDULED

FIXED HORIZONTAL SHELF

6"

METAL DOOR (LOCK WHERESHOWN ON ELEVATIONS)

EQUA

LEQ

UAL

SEE

ELEV

ATIO

NS

2' - 0" UNO

3"

WIRE DOOR PULL

SEE ELEVATIONS FORSOFFIT REQUIREMENTS

(3) ADJUSTABLE METALSHELVES WITH HEMMED SIDES

METAL

PLAM DOOR (LOCK WHERESHOWN ON ELEVATIONS)

(2) ADJUSTABLE SHELVES

WIRE DOOR PULL

SEE ELEVATIONS FORPLAM FASCIA REQUIREMENTS

1' - 3" UNO

SEE

ELEV

ATIO

NSVA

RIES

SCRIBE TO CEILING3/4" PLAM FASCIACONTINUOUS WOOD BLOCKING

FACE OF CABINET, SEEELEVATIONS

1/4"

CEILING AS SCHEDULED

NOTES:1. ALIGN FASCIA SPLICES WITH ADJACENT CABINET BODY JOINTS.2. OUTSIDE FASCIA CORNERS SHALL BE MITERED.

1 1/2" SOLID SURFACECOUNTERTOP

BULLNOSE EDGEPROFILE

R 1/4"

R 1/4"

SCRIBE BACKSPLASH ATWALLSEAL BACKSPLASH AT WALL.COLOR MATCH SEALANTWITH COUNTERTOP

INTEGRAL SOLID SURFACEBACKSPLASH

METAL SUPPORTBRACKET AS OCCURS

BULLNOSE EDGE PROFILE

SEE

ELEV

CONTINUOUS 1 1/2"X 1 1/2"ALUMINUM ANGLE WALLCLEAT

GENERAL CASEWORK NOTESA.

B.

C.

D.

E.

F.

G.

H.

METAL AND/OR PLASTIC LAMINATE FILLER PANELS BETWEEN CASEWORK ANDWALL SURFACE SHALL BE 1-1/2" MAXIMUM WIDTH.

ALL PLASTIC LAMINATE FASCIA OUTSIDE CORNERS SHALL BE MITERED.

ALL SOLID SURFACE BACKSPLASHES SHALL BE 3/4" THICK AND HAVE A 1/4 INCHINTEGRAL PENCIL COVE.

ALL INTERIOR SURFACES OF PLASTIC LAMINATE CASEWORK SHALL BE WHITEMELAMINE UNLESS NOTED OTHERWISE ON DETAIL.

REFER TO DETAIL FOR TYPICAL PLASTIC LAMINATE FASCIA DETAIL.

REFER TO DETAIL FOR TYPICAL SOLID SURFACE COUNTERTOPEDGE PROFILE.

PROVIDE 2 INCH RADIUS ON ALL EXPOSED COUNTERTOP CORNERS, TYPICAL;REFER TO DETAIL .

REFER TO DETAIL FOR TYPICAL COUNTERTOP SUPPORT BRACKETDETAIL.

/18 AS6.21

/25 AS6.21

/16 AS6.21

/17 AS6.21

COUNTERTOP WITHBACKSPLASH AS INDICATEDON DRAWINGSMETAL DRAWER (LOCK WHERESHOWN ON ELEVATIONS)

(3) EQUAL METAL DRAWERS (LOCKWHERE SHOWN ON ELEVATIONS)

BASE AS SCHEDULED6"4"

8"

SEE

ELEV

ATIO

NS WIRE DRAWER PULL

1"

2' - 6" UNO

3"

METAL

1 1/2" DIAMETER EXTRASTRONG STEEL PIPEHANGER ROD, WELD TOSTEEL FRAME AT EACH END

BASE AS SCHEDULED

NOTE:CABINET TO BE CONSTRUCTEDOUT OF SOLID SURFACE.

5' - 0

"

8"6"

2' - 4"

3"

2' - 2

"2'

- 1 1/

4"

1' - 1 1/2" 7"

TS 2 1/2 x 2 1/2 x 1/4 FRAME,MITER CORNERS AND PROVIDECOMPLETE PENETRATIONWELDS AT ALL JOINTS

SOLIDS SURFACE INTERIORTO MATCH EXTERIOR2 1/2"x5"x3/8" STEEL PLATE W/(2) HOLES, WELD TO TUBESTEEL; ANCHOR PLATE TOFLOOR W/ (2) 1/2" DIAMETEREXPANSION ANCHORS

SOLID SURFACE

(3) ADJUSTABLE METALSHELVES

BASE AS SCHEDULED

FIXED HORIZONTAL SHELF

6"

METAL DOOR W/ 1/4" TEMPEREDGLASS PANEL (LOCK WHERESHOWN ON ELEVATIONS)

EQUA

LEQ

UAL

SEE

ELEV

ATIO

NS

2' - 0" UNO

3"

WIRE DOOR PULL

SEE ELEVATIONS / CEILING PLANFOR SOFFIT REQUIREMENTS

(3) ADJUSTABLE METALSHELVES WITH HEMMED SIDES

METAL DOOR W/ 1/4" TEMPEREDGLASS PANEL (LOCK WHERESHOWN ON ELEVATIONS)

METAL

COUNTERTOP WITHBACKSPLASH AS INDICATEDON DRAWINGS

(1) ADJUSTABLE METAL SHELF WITHHEMMED SIDES

METAL DOOR (LOCK WHERESHOWN ON ELEVATIONS)

BASE AS SCHEDULED

3"6"

4"

SEE

ELEV

ATIO

NS

WIRE DOOR PULL

2' - 6" UNO

METAL

1"

COUNTERTOP WITHBACKSPLASH AS INDICATEDON DRAWINGS

SEE

ELEV

ATIO

NS

BASE AS SCHEDULED

3"

6"

2' - 6" UNONOTE:ALL INTERIOR JOINTS SHALL BESEALED WITH CLEAR SILICONE.

METAL SIDE PANELS

METAL

1"

SLIDING METAL DOORS WITHINSET 1/4" TEMPERED GLASS(LOCK WHERE SHOWN ONELEVATIONS)(2) ADJUSTABLE SHELVES WITHHEMMED SIDES

SEE ELEVATIONS FORFASCIA REQUIREMENTS

1' - 3" UNO

SEE

ELEV

ATIO

NSVA

RIES

U.C. LIGHT - SEE ELECTRICAL

LIGHT VALANCE; RETURN TOUNDERSIDE OF CABINET BODY

2"

METAL

(1) ADJUSTABLE SHELF WITHHEMMED SIDES

SEE ELEVATIONS FORFASCIA REQUIREMENTS

SEE

ELEV

ATIO

NSVA

RIES

2"

METAL

NOTE:ALL INTERIOR JOINTS SHALL BESEALED WITH CLEAR SILICONE.

METAL SIDE PANELS

1' - 3" UNO U.C. LIGHT - SEE ELECTRICAL

LIGHT VALANCE; RETURN TOUNDERSIDE OF CABINET BODY

SEE

ELEV

1' - 3" UNO

A&M CONCEALED STEELSUPPORT BRACKET; C-12,WHITE

SOLID SURFACE PANELS

CONTINUOUS 1 1/2"X 1 1/2"ALUMINUM ANGLE WALLCLEAT

SEE

ELEV

ATIO

NS

INJECTOR CONTROL CABINET

SOLID SURFACE PANELS

1/8" RADIUS ON ALL EDGES,TYP.

COUNTERTOP WITHBACKSPLASH AS INDICATEDON DRAWINGS

PULL-OUT PLAM SHELF ONHEAVY-DUTY SLIDES

BASE AS SCHEDULED

4" UN

O4"

4"

SEE

ELEV

ATIO

NS

WIRE DOOR PULL

1"

NOTE:ALL INTERIOR CABINET SURFACESSHALL MATCH CABINET EXTERIOR.ALL INTERIOR JOINTS SHALL BESEALED WITH CLEAR SILICONE.

3"2' - 6" UNO

PROVIDE CHASE FOREQUIPMENT ELECTRICALRACEWAY

4"

18" WIDE REMOVABLE SOLIDSURFACE PANEL, SPACE 36"±O.C.

BASE AS SCHEDULED

4"1/2

"10

"

SOLID SURFACE

1' - 0"

4" 6"1 1/2"1/2"

COUNTERTOP ABOVE; REFERTO ELEVATION

EQUIPMENT ELECTRICAL RACEWAY

SOLID SURFACE PEDESTAL

WIREMOLD

WIRE CHASE OPENING IN BASEFRAMING

COUNTERTOP WITHBACKSPLASH AS INDICATEDON DRAWINGS

PULL-OUT PLAM SHELF ONHEAVY-DUTY SLIDES

BASE AS SCHEDULED

4" UN

O4"

4"

SEE

ELEV

ATIO

NS

WIRE DOOR PULL

1"

NOTE:ALL INTERIOR CABINETSURFACES SHALL MATCHCABINET EXTERIOR. ALLINTERIOR JOINTS SHALL BESEALED WITH CLEAR SILICONE.

3"2' - 0" UNO

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

4:13

AM

DAM/NRP NRP

1331 - AS6.21

DOOR & FRAME SCHEDULES &DETAILS AND CASEWORK DETAILS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 11 OF 49

CD ISSUE 01/19/2018

DOOR & FRAME SCHEDULEHARDWARE GROUPS

1/4" = 1'-0"13 DOOR TYPES

1/4" = 1'-0"20 FRAME TYPES

REVISIONDOOR

NUMBERDOOR FRAME DETAIL

GLAZINGFIRE

RATINGHDWRGROUP COMMENTSLEAF QTY WIDTH HEIGHT MATL TYPE MATL TYPE HEAD JAMB SILL

3H-100 1 3' - 0" 7' - 0" DR.1 D10 HM F10 2/AS6.21 2/AS6.21 --- --- --- 11-Q 13H-100A 1 3' - 6" 7' - 0" DR.1 D10 HM F10 2/AS6.21 2/AS6.21 --- --- --- 15-NB 13H-101 2 5' - 0" 7' - 0" DR.1 D20 HM F10 2/AS6.21 2/AS6.21 --- --- --- 24-N 1, 33H-104 2 6' - 0" 7' - 0" DR.1 D20 HM F10 2/AS6.21 2/AS6.21 --- --- --- 27-UF 1, 43H-104A 1 3' - 6" 7' - 0" DR.1 D11 HM F10 2/AS6.21 2/AS6.21 --- 1/4" TEMP --- 10-Q 1, 63H-105 2 6' - 0" 7' - 0" DR.1 D21 HM F11 1/AS6.21 1/AS6.21 --- --- --- 20-RC 1, 2, 4,53H-105A 1 3' - 6" 7' - 0" DR.1 D10 HM F11 1/AS6.21 1/AS6.21 --- --- --- 13-RC 1, 2, 53H-105B 1 3' - 6" 7' - 0" DR.1 D11 HM F11 1/AS6.21 1/AS6.21 --- 1/4" LEADED 45 MIN. 15-RQ 1, 2, 53H-105C 1 3' - 6" 7' - 0" DR.1 D11 HM F11 1/AS6.21 1/AS6.21 --- 1/4" LEADED --- 10-QB 1, 2, 5, 6

HARDWARE GROUP 20-RCEACH OPENING TO RECEIVE:

2 PIVOT SETS (C07162 x 454KG [1000 LBS] WEIGHT CAPACITY)2 INTERMEDIATE PIVOTS (C07311)2 PUSH PLATES (J302, STAINLESS STEEL)2 DOOR PULLS W/ PLATES (J401 x J302, STAINLESS STEEL)1 SELF-ADHESIVE SEALS (ROY154)1 OVERLAPPING ASTRAGAL WITH SELF-ADHESIVE SEAL (ROY634 x ROY154 x THRU-BOLTS xLEAD-LINED)2 DOOR ACTUATORS1 AUTOMATIC DOOR OPERATOR AND CONTROLS BY SECTION 08 71 13, REACTIVATION SENSORS PROVIDED BY SECTION 08 71 13, MOUNT OPERATOR FUNCTION SWITCH (ON/OFF/HOLD-OPEN) ON DOOR FRAME AT 48" AFF.

FUNCTION: SELF-CLOSING PAIR OF DOORS ON DOOR OPERATOR.PUSH SIDE: PUSHING DOOR ALLOWS FREE ACCESS AT ALL TIMES; PRESSING ACTUATOR ACTIVATES OPERATOR, EXCEPT IN OFF OR HOLD-OPEN FUNCTION.PULL SIDE: PUSHING DOOR ALLOWS EGRESS AT ALL TIMES; PRESSING ACTUATOR ACTIVATES OPERATOR, EXCEPT IN OFF OR HOLD-OPEN FUNCTION; DOOR OPERATOR FUNCTION SWITCH AT 48" AFF ON DOOR FRAME SWITCHES DOOR OPERATOR AMONG ON, OFF, AND HOLD-OPEN FUNCTIONS..HARDWARE GROUP 24-NEACH OPENING TO RECEIVE:

HINGES, QUATNITY & TYPE AS REQUIRED1 CLASSROOM LOCK (L9070)1 WALL STOP (L02251)1 OVERHEAD STOP (L01541-ADJUSTABLE)1 CLOSER W/ HOLD-OPEN (CO2051/CO2061)1 SET CONSTANT-LATCHING FLUSH BOLTS1 COORDINATOR1 SELF-ADHESIVE SEALS (ROY154)1 ASTRAGAL

HARDWARE GROUP 27-UFEACH OPENING TO RECEIVE:

1 CONTINUOUS TRANSFER HINGE (x INTEGRAL HINGE GUARD CHANNEL x ADJUSTA-SCREWS x8-THRUWIRE TRANSFER x IN-HINGE ACCESS PANEL)1 CONTINUOUS HINGE (x INTEGRAL HINGE GUARD CHANNEL x ADJUSTA-SCREWS)1 SET AUTO FLUSH BOLTS (TYPE 25, QUIET, LESS BOTTOM BOLT)1 ELECTRIFIED LOCK, FAIL-SECURE (F07 / E01-REX, E06; 24VDC)1 POWER SUPPLY (REGULATED, FILTERED, 24VDC, AMPERAGE AS REQUIRED)1 COORDINATOR (TYPE 21A)1 OVERLAPPING ASTRAGAL WITH SELF-ADHESIVE SEAL (ROY634 x ROY154 x THRU-BOLTS)1 SET SELF-ADHESIVE SEALS (ROY154)1 DOOR POSITION SWITCH2 DOOR ACTUATORS1 AUTOMATIC DOOR OPERATOR AND CONTROLS BY SECTION 08 71 13, REACTIVATION SENSORS PROVIDED BY SECTION 08 71 13, MOUNT OPERATOR FUNCTION SWITCH (ON/OFF/HOLD-OPEN) ON DOOR FRAME AT 48" AFF.POWER TRANSFERS SHARED BY ELECTRIC LOCKSET AND RE-ACTIVATION SENSOR WIRING;1 CARD READER (BY OTHERS).

FUNCTION: SELF-CLOSING PAIR OF DOORS ON DOOR OPERATOR.CORRIDOR SIDE: LEVER NORMALLY LOCKED AND LATCHED; KEY RETRACTS LATCH; CARD READER RETRACTS LATCH AND TRANSFERS POWER TO DOOR ACTUATOR; PRESSING DOOR ACTUATOR ACTIVATES DOOR OPERATOR.ROOM SIDE: LEVER ALLOWS EXIT AT ALL TIMES; PRESSING ACTUATOR RETRACTS LATCH AND ACTIVATES DOOR OPERATOR; DOOR OPERATOR FUNCTION SWITCH AT 48" AFF ON DOOR FRAME SWITCHES DOOR OPERATOR AMONG ON, OFF, AND HOLD-OPEN FUNCTIONS..

HARDWARE GROUP 10-QEACH OPENING TO RECEIVE:

HINGES, QUANTITY & TYPE AS REQUIRED1 PUSH PLATE (J302, STAINLESS STEEL)1 DOOR PULL W/ PLATE (J401 x J302, STAINLESS STEEL)1 WALL STOP (L02251)1 CLOSER W/ HOLD-OPEN (CO2051/CO2061)1 SELF-ADHESIVE SEALS (ROY154)

HARDWARE GROUP 10-QBEACH OPENING TO RECEIVE:

1 PIVOT SET (C07162 x 454KG [1000 LBS] WEIGHT CAPACITY)1 INTERMEDIATE PIVOT (C07311)1 PUSH PLATE (J302, STAINLESS STEEL)1 DOOR PULL W/ PLATE (J401 x J302, STAINLESS STEEL)1 WALL STOP (L02251)1 CLOSER W/ HOLD-OPEN (CO2051/CO2061)1 SELF-ADHESIVE SEALS (ROY154)

HARDWARE GROUP 11-QEACH OPENING TO RECEIVE:

HINGES, QUANTITY & TYPE AS REQUIRED1 PASSAGE SET (L9010)1 WALL STOP (L02251)1 SURFACE CLOSER1 SELF-ADHESIVE SEALS (ROE154)

HARDWARE GROUP 13-RCEACH OPENING TO RECEIVE:

1 PIVOT SET (C07162 x 454KG [1000 LBS] WEIGHT CAPACITY)1 INTERMEDIATE PIVOT (C07311)1 OFFICE LOCK (F04 x LEAD-LINED)1 OVERHEAD STOP (L01541-ADJUSTABLE)1 SURFACE CLOSER W/ HOLD-OPEN (C02051/C02061)1 SMOKE GASKET (ROY154)

HARDWARE GROUP 15-NBEACH OPENING TO RECEIVE:

HINGES, QUANTITY & TYPE AS REQUIRED1 STOREROOM LOCK (F07)1 WALL STOP (L02101 CONVEX)1 SMOKE GASKET (ROY154)

HARDWARE GROUP 15-RQEACH OPENING TO RECEIVE:

1 PIVOT SET (C07162 x 454KG [1000 LBS] WEIGHT CAPACITY)1 INTERMEDIATE PIVOT (C07311)1 STOREROOM / KEYPAD LOCK (CO-100-MS-70-KP-TLR-BD)1 OVERHEAD STOP (L01541-ADJUSTABLE)1 SURFACE CLOSER W/ HOLD-OPEN (C02051/C02061)1 SMOKE GASKET (ROY154)

FUNCTION: KEY PAD ACCESS UNLOCKS DOOR..

1/4" = 1'-0"27 WINDOW TYPES

3" = 1'-0"1 LEAD LINED DOOR FRAME DETAIL 3" = 1'-0"2 HOLLOW METAL DOOR FRAME DETAIL

1/2" = 1'-0"9 PARTITION FRAMING AT DOORS

1/2" = 1'-0"3 DOOR SWING DETAIL

3" = 1'-0"8 LEAD LINED WINDOW FRAME DETAIL

3" = 1'-0"18 2" RADIUS COUNTER CORNER

1/2" = 1'-0"23 CASEWORK SECTION B-B3 1/2" = 1'-0"22 CASEWORK SECTION B-BD

1/2" = 1'-0"25 CASEWORK SECTION B-X

1/2" = 1'-0"36 CASEWORK SECTION F-DD

1/2" = 1'-0"15 CASEWORK SECTION W-D 1 1/2" = 1'-0"16 PLASTIC LAMINATE FASCIA

3" = 1'-0"17 SOLID SURFACE COUNTERTOP

1/2" = 1'-0"39 CASEWORK SECTION B-B4 1/2" = 1'-0"38 CASEWORK SECTION F-W

COMMENTS:1. REFER TO MATERIALS FINISH LIST FOR DR.1 SPECIFICATION.2. LEAD-LINED DOOR AND FRAME.3. 3' - 6" ACTIVE LEAF / 1' - 6" INACTIVE LEAF.4. 4' - 0" ACTIVE LEAF / 2' - 0" INACTIVE LEAF.5. PROVIDE 1/2" MINIMUM UNDERCUT ON THIS DOOR.6. DOOR LOCATED IN 6" STUD WALL.

1/2" = 1'-0"37 CASEWORK SECTION F-GG 1/2" = 1'-0"40 CASEWORK SECTION B-D

1/2" = 1'-0"41 CASEWORK SECTION B-O

1/2" = 1'-0"32 CASEWORK SECTION W-GL 1/2" = 1'-0"33 CASEWORK SECTION W-OL

1/2" = 1'-0"42 CASEWORK SECTION W-X

1/2" = 1'-0"31 CASEWORK SECTION B-OB2 1" = 1'-0"34 CASEWORK SECTION B-P

1/2" = 1'-0"24 CASEWORK SECTION B-OB1

REVISIONWINDOWNUMBER PANE QTY WIDTH HEIGHT DOOR

MATLDOORTYPE

FRAMEMATERIAL

FRAMETYPE

DETAILHEAD

DETAILJAMB

DETAILSILL GLAZING FIRE

RATINGHDWRGROUP COMMENTS

105 2 12' - 0" 3' - 8" --- --- HM W1 8/AS6.21 8/AS6.21 8/AS6.21 1/4" LEADED --- --- 2

FINISH PLAN AND SCHEDULE KEYED NOTES-

/9 AS7.21

/6 AS7.21

/9 AS7.21

/2 AS7.21

REFER TO CG TYPE

REFE

R TO

CG

TYPE

VINYL COVER, EXTENDFROM TOP OF BASE TOUNDERSIDE OF CEILING ORSOFFIT

SELF-TAPPING SCREWS

CONTINUOUS ALUMINUMRETAINER

6"MAX.

7"REQ'D

MANUF.MAX.

7" 3"

MAX.7"

6"

HANDRAIL; REFER TO FINISH PLANANCHORAGE; LOCATE TO MISSSTUDSBACKING; REFER TO DETAIL

/9 AS5.21

CORNER GUARD

MANUFACTURER'S STANDARDEND CLOSURE

DOOR FRAME

SD102600-01b-MOD

PARTITION - SEE PLAN FORCONSTRUCTION TYPE

WALL FINISH AS SCHEDULED

FEATHER GYPSUM BOARD TOFACE OF PROTECTION BOARD

PARTITION - SEE PLAN FORCONSTRUCTION TYPEWALL FINISH AS SCHEDULED

CONTINUOUS SEALANT - MATCHGROUT COLOR/WALL PAINTCOLOR

METAL CAP AT TOP OFRESILIENT COVED BASE

CONTINUOUS COVE STRIP

INTEGRAL RESILIENT FLOORINGAND BASE6"

U.N.

O.

PARTITION - SEE PLAN FORCONSTRUCTION TYPE

WALL FINISH AS SCHEDULED

CONTINUOUS SEALANT -MATCH GROUT COLOR/WALLPAINT COLOR

METAL CAP AT TOP OFPOURED COVED BASE

CONTINUOUS COVE STRIP

POURED EPOXY FLOOR6" U.

N.O.

CARPET/RESILIENT FLOORINGAS SCHEDULED -BUILD-UP SUBSTRATE ASREQUIRED FOR A LEVELMATERIAL TRANSITIONSTAINLESS STEEL SCHLUTER-SCHIENE TRANSITION STRIPPORCELAIN TILE FLOORINGAS SCHEDULED

RESILIENT FLOORING ASSCHEDULED - BUILD-UPSUBSTRATE AS REQUIRED FORA LEVEL MATERIAL TRANSITION

CARPET AS SCHEDULED

NOTE:1. BUILD-UP SUBSTRATE A MINIMUM OF 3' FROM FLOORING TRANSITION.2. LOCATE TRANSITION STRIP UNDER DOORS UNLESS NOTED OTHERWISE.3. TRANSITION STRIP REQUIRED AT ALL DISSIMILAR MATERIALS.

STAINLESS STEEL SCHLUTER-SCHIENE TRANSITION STRIP

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

4:14

AM

DAM/NRP RLS

1331 - AS7.21

ROOM FINISH SCHEDULE,MATERIALS FINISH LIST ANDDETAILS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 12 OF 49

CD ISSUE 01/19/2018

REVISION ROOM NUMBER ROOM NAME FLOOR FINISH BASE FINISHWALL FINISH CEILING

CEILING FINISH KEYED NOTESNORTH EAST SOUTH WEST MATL

3H-100 HALL VCT.1 RB.1 P.1 P.1 P.1 P.1 EXIST EXIST 1, 183H-101 EXAM WRSF.1 RB.1 P.1 P.1 P.1 P.6 AT AT.13H-104 SCRUB WRSF.1 WRSF.1 EP.1 / WP.1 EP.1 / WP.1 EP.1 / WP.1 EP.1 / WP.1 GYP.BD. EP.3 3, 6, 7, 9, 283H-105 CATH LAB 2 WSRF.4 WSRF.4 EP.1 / WP.1 EP.1 / WP.1 EP.1 / WP.1 EP.1 / WP.1 AT / GYP.BD. AT.3 / EP.3 4, 6, 9, 19, 28, 293H-105A EQUIPMENT VCT.1 RB.1 P.1 P.1 P.1 P.1 AT AT.23H-105B SUPPLY WRSF.1 WRSF.1 EP.1 / WP.1 EP.1 / WP.1 EP.1 / WP.1 EP.1 / WP.1 GYP.BD. EP.3 3, 5, 7, 283H-105C CONTROL WRSF.1 RB.1 P.1 P.1 P.1 P.1 / WP.1 AT AT.2 7, 27C3-63 CORRIDOR LVT.1/ LVT.2/ LVT.3 RB.1 -- EXIST EXIST EXIST EXIST EXIST 1, 2, 8, 26, 30C3-64 CORRIDOR LVT.1/ LVT.2/ LVT.3 RB.1 EXIST EXIST EXIST EXIST EXIST EXIST 1, 2, 8, 26, 30C3-65 CORRIDOR LVT.1/ LVT.2/ LVT.3 RB.1 EXIST EXIST EXIST EXIST EXIST EXIST 1, 2, 8, 26, 30C3-66 CORRIDOR LVT.1/ LVT.2/ LVT.3 RB.1 EXIST EXIST EXIST EXIST EXIST EXIST 1, 2, 8, 26, 30C3-68 CORRIDOR LVT.1/ LVT.2/ LVT.3 RB.1 W.3 W.2 W.3 W.2 EXIST EXIST 1, 2, 8, 26, 30C3-92 CORRIDOR LVT.1/ LVT.2/ LVT.3 RB.1 W.2 W.2 W.3 -- EXIST EXIST 1, 2, 8, 30C3-95 CORRIDOR LVT.1/ LVT.2/ LVT.3 RB.1 W.2 W.2 W.3 W.2 EXIST EXIST 1, 2, 8, 26, 30C3-96 CORRIDOR LVT.1/ LVT.2/ LVT.3 RB.1 W.2 W.2/ W.3 W.2 W.2 EXIST EXIST 1, 2, 8, 26, 30C3-173 CORRIDOR LVT.1/ LVT.2/ LVT.3 RB.1 W.2 W.3 -- W.2 EXIST EXIST 1, 2, 8, 26, 30

REVISIONS MATERIAL MANUFACTURER STYLE COLOR SIZE FINISH NOTES LOCATION

08 14 23 - IMPACT RESISTANT WOOD DOORSDR.1 C/S ACROVYN ACROVYN FLUSH DOORS 701 GINGER ROOT (VARIES) TYPICAL DOOR FINISH

09 51 00 - ACOUSTICAL CEILINGSAT.1 ARMSTRONG FINE FISSURED 1729, SQUARE LAY-IN

EDGEWHITE 2' x 4 'x 5/8" NRC= .55 GRID= ARMSTRONG PRELUDE XL, 15/16" EXPOSED

TEE, WHITEGENERAL CEILING SYSTEM

AT.2 ARMSTRONG CLEAN ROOM VL (UNPERFORATED) #868 WHITE 2' x 2' x 5/8" VINYL LAMINATED (VL)UNPERFORATED

GRID= CHICAGO METALLIC BARRIERGRID STANDARD15/16" EXPOSED GASKETED TEE, WHITE

CATH LAB SUPPORT AREAS

AT.3 PRECISION AIR INTEGRATED CEILING SYSTEM STAINLESS STEEL SEE RCP STAINLESS STEEL BASIS OF DESIGN CATH LAB

09 65 13 - RESILIENT BASE AND ACCESSORIESRB.1 JOHNSONITE RUBBER COVED BASE 49 BEIGE 4" HEIGHT -- -- TYPICAL WALL BASE, U.N.O.

09 65 16 - RESILIENT SHEET FLOORINGTS.1 SCHLUTER SYSTEMS SCHEINE, E, RADIUS, R/E 60 STAINLESS STEEL ALUMINUM REFER TO DETAIL 3/AS7.21 TRANSITIONS BETWEEN DISSIMILAR FLOORING

MATERIALS AND FLASH COVED BASE FOR WHICH NOOTHER TRANSITION IS SPECIFIED

WRSF.1 NORA RUBBER ENVIRONCARE - ART, 1463 2945 LACE VINE 3mm THICK SMOOTH SURFACE 4 FOOT ROLL WIDTH, INSTALL WITH MATCHING HEATWELD ROD #2946

FIELD SHEET FLOORING

WRSF.4 NORA RUBBER ENVIRONCARE - ART, 1463 2940 HYACINTH 3mm THICK SMOOTH SURFACE 4 FOOT ROLL WIDTH, INSTALL WITH MATCHING HEATWELD ROD #2099

CATH LAB SHEET FLOORING

09 65 19 - RESILIENT TILE FLOORINGLVT.1 ARMSTRONG NATURAL CREATIONS - MYSTIX / NEVA NA925 GOOD DAY 6" x 36" x 0.125" THICK (PLANK) ARMSTRONG DIAMOND10 PRODUCT ASHLAR INSTALLATION METHOD, STAGGER END

JOINTS; INSTALL PLANKS PARALLEL WITH THECORRIDOR WALLS, U.N.O.

FIELD TILE IN CORRIDORS

LVT.2 ARMSTRONG NATURAL CREATIONS - EARTH CUTS /DELANO

NA342 BISQUE 12" x 24" ARMSTRONG DIAMOND10 PRODUCT LINEAR JOINT ALIGNMENT ACCENT TILE IN CORRIDORS

LVT.3 ARMSTRONG NATURAL CREATIONS - EARTH CUTS /PARSA

NA311 CAFE AU LAIT 18" x 18" ARMSTRONG DIAMOND10 PRODUCT PATTERN TO RUN PARALLEL WITH CORRIDOR WALLS ACCENT TILE IN CORRIDORS

VCT.1 ARMSTRONG STANDARD EXCELON VCT, IMPERIALTEXTURE

51810 WASHED LINEN 12" x 12" FACTORY APPLIED ACRYLIC FINISH QUARTER-TURN INSTALLATION METHOD GENERAL VCT FLOORING

09 67 23 - RESINOUS FLOORINGRF.1 BASF MASTERTOP SRS 1851 CF, WITH

INTEGRAL COVED BASETBD POURED FLOORING INCLUDES PRIMER, OVERLAY, AND 2

COATS OF MASTERTOP SRS 71TCTOP COAT

METHYL-METHACRYLATE (MMA) SELF-LEVELING WITHBROADCAST FLAKE. NSTALL INTEGRAL WALL BASE,INTEGRAL BASE TO MATCH FLOOR, BID OPTION #1

BID OPTION #1 FLOORING IN CATH LABS ANDSUPPORTING SPACES WHERE NOTED

09 72 16 - VINYL COATED FABRIC WALL COVERINGSW.2 TBD VINYL WALL COVERING TBD -- FIELD WALL COVERING IN CORRIDORSW.3 TBD VINYL WALL COVERING TBD -- ACCENT WALL COVERING IN CORRIDORS

09 91 00 - PAINTING AND COATINGEP.1 SHERWIN WILLIAMS PRO INDUSTRIAL PRE-CATALYZED

WATER BASED EPOXYSW 7011 NATURAL CHOICE -- EPOXY PAINT/ EGG SHELL FINISH WASHABLE, CHEMICAL RESISTANCE AND IMPACT

RESISTANT FINISHGENERAL WALL FINISH IN CATH LAB, SCRUB, ANDSUPPLY ROOMS

EP.3 SHERWIN WILLIAMS PRO INDUSTRIAL PRE-CATALYZEDWATER BASED EPOXY

SW 7005 PURE WHITE -- EPOXY PAINT/ EGG SHELL FINISH WASHABLE, CHEMICAL RESISTANCE AND IMPACTRESISTANT FINISH

GENERAL CEILING FINISH IN CATH LAB, SCRUB, ANDSUPPLY ROOMS

P.1 SHERWIN WILLIAMS PRO MAR 200 SW 7011 NATURAL CHOICE -- EGG SHELL GENERAL WALL FINISHP.3 SHERWIN WILLIAMS PRO MAR 200 SW 7005 PURE WHITE -- EGG SHELL GYPSUM BOARD CEILINGS WHERE NOTEDP.5 SHERWIN WILLIAMS PRO MAR 200 B31 W 2253

COLORANT OZ 32 64 128B1 - 24 - -Y3 1 11 - -R2 - 7 - -W1 1 4 - -

-- SEMI-GLOSS GENERAL PAINT FOR ALL HOLLOW METAL DOORS,FRAMES AND ACCESSORIES

P.6 SHERWIN WILLIAMS PRO MAR 200 SW 6184 AUSTERE GRAY -- EGG SHELL ACCENT WALL FINISH

10 26 00 - WALL AND DOOR PROTECTIONCG.1 IN PRO CORP (IPC) 150 SURFACE MOUNT CORNER GUARD,

.070" CONTINUOUS ALUMNINUMRETAINER 90 DEGREE CORNER GUARD

117 BEIGE 3" WINGS PEBBLETTE REFER TO DETAIL 2/AS2.23;TOP OF BASE TO CEILING IN ROOMS,TOP OF BASE TO 8'-4" AFF IN CORRIDOR.

TYPICAL CORNER GUARD AT ALL LOCATIONS, U.N.O.

CG.2 IN PRO CORP (IPC) STAINLESS STEEL 90 DEGREE CORNERGUARD

STAINLESS STEEL 16 GAUGE,1-1/2" WINGS

TYPE 304 SURFACE MOUNT, CEMENT-ON;TOP OF BASE TO CEILING/SOFFIT.

CATH LAB CORNER GUARD, U.N.O.

CHR.1 (MILLWORKER) SOLID STOCK MAPLE CHAIR RAIL STAIN TO MATCH HPDL.1 6" STAIN TO MATCH HPDL.1; SATINFINISH

REFER TO ELEVATIONS FOR MOUNTING HEIGHTS TYPICAL CHAIR RAIL AT GUEST SEATING IN WAITINGAREAS

HR.1 IN PRO CORP (IPC) 800 HANDRAIL .080" CONTINUOUSALUMINUM RETAINER 1-1/2" GRIP

117 BEIGE MATCH EXISTING HAND RAIL INADJACENT SPACES, LENGTH VARIES

MATCH EXISTING HANDRAILS MATCH MOUNTING HEIGHT OF EXISTING HANDRAIL INCORRIDORS

TYPICAL HANDRAIL

WP.1 IN PRO CORP (IPC) RIGID SHEET WALL PROTECTION 117 BEIGE .040" THICK (REFER TO DRAWINGS) VELVET TYPICAL SHEET WALL PROTECTION WHERE NOTED ONTHE FINISH PLAN

12 31 00 - MANUFACTURED METAL CASEWORKMTL.1 LDS (LABRATORY

DESIGN & SUPPLY)STAINLESS STEEL T304 STAINLESS STEEL (REFER TO DRAWINGS) NO. 4 BRUSHED SATIN FINISH REFER TO PRODUCT SPECIFICATIONS IN SECTION 12

31 00 MANUFACTURED METAL CASEWORKTYPICAL CATH LAB CABINET FINISH

12 32 00 - MANUFACTURED WOOD CASEWORKHPDL.1 PIONITE PLASTIC LAMINATE WM951 HONEY MAPLE (REFER TO DRAWINGS) (N) SUEDE FINISH REFER TO FLOOR PLAN AND ELEVATIONS FOR

SIZING; WOOD GRAIN TO RUN VERTICALLYTYPICAL VERTICAL SURFACE OF CASEWORK

SS.1 CORIAN SOLID SURFACE / TERRA COLLECTION COTTAGE LANE (REFER TO DRAWINGS) -- REFER TO FLOOR PLAN AND ELEVATIONS FOR SIZING TYPICAL HORIZONTAL COUNTERTOPS WHERE SHOWNON ELEVATIONS

MATERIALS FINISH LIST

ROOM FINISH SCHEDULE

16 OUTLINE OF CASEWORK.

17 LINE OF SOFFIT ABOVE; PAINT ALL VISIBLE FACES EP.3.

18 LINE OF SOFFIT ABOVE; PROVIDE WP.1 ON VERTICAL FACE; PAINT HORIZONTAL FACEEP.3.

19 PROVIDE WALL PROTECTION BOARD (WP.1) FROM TOP OF BASE TO 54" AFF WHEREINDICATED ON ROOM FINISH SCHEDULE; INSTALL FULL-SIZED PANELS.

20 INSTALL NEW "CAUTION, RADIATION AREA" SIGNAGE; VERIFY LOCATION WITH VA.

21 ALIGN TOP OF HORIZONTAL TRIM AND WALL PROTECTION PANEL WITH TOP OF DOORFRAME ON THIS WALL.

22 INSTALL NEW HANDRAIL HR.1; REFER TO DETAIL .

23 INSTALL CHAIR RAIL CHR.1 ON THIS WALL; COORDINATE HEIGHT WITH OWNER'SFURNITURE.

24 PAINT EXISTING DOOR FRAME, BOTH SIDES OF OPENING, P.5.

25 ALIGN ACCENT FLOOR TILE WITH EDGE OF WALL.

26 CONTINUE ACCENT FLOOR TILE TO END OF FLOOR TRANSITION AT CENTER OFDOORWAY.

27 INSTALL LVT.2 IN THIS AREA.

28 BID OPTION #1: PROVIDE RF.1 FLOOR AND BASE FINISH IN THIS ROOM;BASE BID: PROVIDE SCHEDULED WSRF FLOOR AND BASE FINISH IN THIS ROOM.

29 PROVIDE FLOOR LEVELING THROUGHOUT ROOM; FEATHER FLOOR OUTSIDE OF ROOM TOEXISTING SLAB ELEVATION AT DOOR OPENINGS; REFER TO SECTION 09 05 16 FORADDITIONAL INFORMATION.

30 BID OPTION #2: REPLACE EXISTING 2x4 FLUORESCENT LIGHT FIXTURES WITH 2x4 LEDLIGHT FIXTURES; REFER TO LIGHT FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION;BASE BID: EXISTING 2x4 FLUORESCENT LIGHT FIXTURES TO REMAIN.

1 INSTALL NEW FLOORING AND WALL BASE IN THIS AREA; REMOVE EXISTING FLOORINGAND WALL BASE; PREP FLOOR AND WALL FOR NEW FINISHES.

2 EXISTING VINYL HANDRAILS TO REMAIN; REMOVE FOR INSTALLATION OF NEW WALLFINISHES; REINSTALL FOLLOWING INSTALLATION OF NEW FINISHES.

3 PROVIDE WALL PROTECTION BOARD (WP.1) FROM TOP OF BASE TO 4'-0" AFF ASINDICATED ON THE ROOM FINISH SCHEDULE; REFER TO DETAIL .

4 VERIFY FLOOR LEVELNESS REQUIREMENTS WITH EQUIPMENT VENDOR PRIOR TO FLOORFINISH INSTALLATION.

5 SELF-COVE BASE TO 6" AFF; REFER TO DETAIL .

6 SELF-COVE BASE TO 6" AFF ON WALLS AND CASEWORK; REFER TO DETAIL .

7 SKIM COAT AND PREP TO 6" MIN. ABOVE CEILING FOR NEW WALL FINISH.

8 INSTALL NEW WALL COVERING IN THIS AREA; REMOVE EXISTING WALL COVERING; PREPWALLS FOR INSTALLATION OF NEW WALL COVERING FINISHES.

9 ALL PAINT IN THIS ROOM SHALL BE EPOXY.

10 EXISTING CORNER GUARD WALL PROTECTION TO REMAIN; REMOVE FOR INSTALLATIONOF NEW WALL FINISHES; REINSTALL FOLLOWING INSTALLATION OF NEW FINISHES.

11 EXISTING METAL WALL EXPANSION JOINT COVER TO REMAIN; REMOVE AND REINSTALL ASREQUIRED FOR INSTALLATION OF NEW WALL FINISHES.

12 REPLACE FLEXIBLE INSERT WITH POURABLE SEALANT; REFER TO FLOOR PLAN FORADDITIONAL INFORMATION.

13 INSTALL SALVAGED METAL WALL EXPANSION JOINT COVER.

14 INSTALL NEW SIGNAGE, SIGN TYPE I (GENERAL ROOM SIGN); REFER TO SIGNAGE DETAILAND DRAWINGS ON SHEET AS9.23.

15 INSTALL NEW SIGNAGE, SIGN TYPE F; REFER TO SIGNAGE DETAIL (SIM.) AND DRAWINGSON SHEET AS9.23.

6" = 1'-0"1 CORNER GUARD DETAIL 3/4" = 1'-0"2 TYPICAL HANDRAIL DETAIL

3" = 1'-0"6 WALL PROTECTION BOARD DETAIL

3" = 1'-0"9 RESILIENT COVED BASE DETAIL 3" = 1'-0"10 EPOXY COVED BASE DETAIL

12" = 1'-0"3 FLOORING TRANSITION C2

4"

5' - 0

"

SIGN TYPE I (GENERAL ROOM SIGN)TYPICAL MOUNTING LOCATION:LATCH SIDE OF DOOR,4" FROM EDGE OF DOOR FRAME,T.O. SIGN AT 5'-0" AFF

PRIMARY PROJECT AREA

OFFICE3J-101

SCRUB3J-102

SOILED3J-106

CORRIDORC3-173

CORRIDORC3-68

CONTROL3H-105C

SUPPLY3H-105B

SCRUB3H-104

EQUIPMENT3H-105A

LOBBY3H-109

CORRIDORC3-66

HALL3H-100

EXAM3H-101

OFFICE3H-100A

OFFICE3H-100B

ELEVE

SHAFT3S-6

HOLD3G-122

HOLDING3G-121

HOLDING3G-120

CATH LAB 23H-105

I

I

I I

I

I

I

I

N2a

F

F F

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULYREGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de A

15_n

rpot

ra.rv

t1/

22/2

018

11:0

4:17

AM

NRP/RLS Takeform/NRP

1331 - AS9.23

SIGNAGE PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 13 OF 49

CD ISSUE 01/19/2018

1/2" = 1'-0"1 TYPICAL SIGNAGE PLACEMENT DETAIL

1/4" = 1'-0"2 LEVEL 3 - FLOOR PLAN

SIGNAGE COUNTS

SIGN TYPE QUANTITY F 3 I 8N2a 1

GENERAL DESIGN AND CONSTRUCTION NOTES

A. BUILDING CODE

1. 2015 MINNESOTA STATE BUILDING CODE (MSBC).

2. 2012 INTERNATIONAL BUILDING CODE (IBC).

B. DESIGN LOADS

1. FLOOR LIVE LOAD: UNIFORM (PSF) CONCENTRATED (LB)

OFFICES: . . . . . . . . . . . . . . . . . . . 50* 2000HOSPITAL PATIENT ROOMS: . . 40 1000STAIRS, PUBLIC CORRIDORS,LOBBIES: . . . . . . . . . . . . . . . . . . . . 100 1000CORRIDORS ABOVE FIRST FLOOR: 80 1000

* ADD 15 PSF PARTITION LOADING FOR OFFICES.

** THE WEIGHT OF BOOKS AND SHELVING SHALL BE COMPUTED USING AN ASSUMED DENSITY OF 65 PCF AND CONVERTED TO A UNIFORMLY DISTRIBUTED LOAD; THIS LOAD SHALL BE USED IF IT EXCEEDS 150 PSF.

LIVE LOAD REDUCTION WAS NOT UTILIZED IN THE DESIGN.

2. ROOF LIVE LOAD: 20 PSF

3. ROOF SNOW LOAD: 60 PSF GROUND SNOW PLUS SNOW ACCUMULATION PER IBC AND ASCE 7.

a. FLAT ROOF SNOW LOAD, Pf = 46.2 PSFb. SNOW EXPOSURE FACTOR, Ce = 1.0c. SNOW IMPORTANCE FACTOR, I = 1.1d. THERMAL FACTOR, Ct (ATTIC) = 1.0

4. WIND LOAD: ULTIMATE DESIGN WIND SPEED, Vult = 120 MPH (3 SEC GUST)NOMINAL DESIGN WIND SPEED, Vasd = 93 MPHRISK CATAGORY = IIIWIND EXPOSURE = CINTERNAL PRESSURE COEFFICIENT = +/- 0.18

GENERAL CONSTRUCTION NOTES

A. CONSTRUCTION NOTES

1. ALL DIMENSIONS INVOLVING COORDINATION OF NEW WORK WITH EXISTINGCONSTRUCTION SHALL BE FIELD-CHECKED BY THE CONTRACTOR ANDFURNISHED TO THE SUBCONTRACTORS PRIOR TO FABRICATION OF ANYWORK. THE VERIFIED DIMENSIONS SHALL APPEAR AND BE NOTED ON THESHOP DRAWINGS SUBMITTED.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTINGBUILDINGS, UTILITIES, STREETS, ETC. DURING CONSTRUCTION. CONTRACTORIS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL NECESSARYTEMPORARY BRACING.

3. ANY HOLES CUT IN NEW OR EXISTING CONSTRUCTION THAT ARE NOTDETAILED ON THE STRUCTURAL DRAWINGS SHALL BE REVIEWED WITH THESTRUCTURAL ENGINEER. COORDINATE ALL HOLES AND PENETRATIONS WITHOTHER DISCIPLINES.

4. THE STRUCTURE SHALL BE ADEQUATELY BRACED AND SHORED DURINGCONSTRUCTION AGAINST WIND, ERECTION AND OTHER LOADS. STRUCTURALMEMBERS ARE DESIGNED FOR IN-PLACE LOADS BASED ON FINAL SUPPORTCONDITIONS.

5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OFDISCREPANCIES FOUND BETWEEN CONSTRUCTION DOCUMENTS AND ACTUALFIELD CONDITIONS.

STRUCTURAL STEEL

A. MATERIAL PROPERTIES

1. STEEL PROPERTIES: Fy (PSI) Fu (PSI) ASTM

W SHAPES: . . . . . . . . . . . . . . . . . . . 50,000 65,000 A992, A572OTHER SHAPES, PLATES: . . . . . . . 36,000 58,000 A36HOLLOW STRUCTURAL SECTIONS: 46,000 58,000 A500, GR BSTEEL PIPES: . . . . . . . . . . . . . . . . . 35,000 60,000 A53, GR BHIGH STRENGTH BOLTS, U.N.O., BEARING CONNECTIONS: . . . . . . 92,000 120,000 A325NHIGH STRENGTH BOLTS, SLIP CRITICAL CONNECTIONS, (WHERE NOTED): . . . . . . . . . . . . . 92,000 120,000 A325 SC CLASS ANUTS: . . . . . . . . . . . . . . . . . . . . . . . . . - - A563 HEAVY HEX*WASHERS: . . . . . . . . . . . . . . . . . . . . . - - F436 HARDENED STLANCHOR RODS: . . . . . . . . . . . . . . . . 36,000 58,000 F1554 GR 36WELDING ELECTRODES: . . . . . . . . - E70XX A233

* GRADE DH WHEN GALVANIZED

2. GROUT: NON-SHRINK, NON-METALLIC AGGREGATE TYPE, COMPLYINGWITH ASTM C1107 AND CAPABLE OF DEVELOPING A MINIMUMCOMPRESSIVE STRENGTH OF 7,000 PSI AT 28 DAYS.

B. STRUCTURAL STEEL NOTES

1. STRUCTURAL STEEL DESIGN AND CONSTRUCTION SHALL CONFORM TOAISC STEEL CONSTRUCTION MANUAL & SPECIFICATIONS (AISC 360-10),THIRTEENTH EDITION.

2. THE CONTRACTOR AND FABRICATOR SHALL REVIEW THE CONTRACTDOCUMENTS AND INCORPORATE ANY ADDITIONAL PROVISIONSNECESSARY TO MEET APPLICABLE SAFETY REGULATIONS.

3. CAMBERS SHOWN REFLECT THE IN-PLACE ERECTED, BEAM DEAD LOADCONDITION. CAMBERS SHALL BE INCREASED ACCORDINGLY BYSTRUCTURAL STEEL SUPPLIER TO ACCOUNT FOR LOSS OF CAMBERDUE TO CAMBERING PROCESS. SINGLE POINT CAMBERING WILL ONLYBE PERMITTED IF APPROVED IN WRITING BY STRUCTURAL ENGINEER.

4. THIS STRUCTURE IS A NON-SELF SUPPORTING STEEL FRAME REQUIRINGINTERACTION WITH OTHER ELEMENTS TO PROVIDE THE REQUIREDSTABILITY. THE STEEL ERECTOR SHALL PROVIDE TEMPORARYSUPPORTS UNTIL FINAL STABILITY IS PROVIDED. AT A MINIMUM,TEMPORARY SUPPORTS SHALL BE PROVIDED AT EACH GRID INBOTH DIRECTIONS.

C. MISCELLANEOUS METALS

1. GRATING SHALL BE WELDED STEEL, ASTM A569. BEARING BARSSHALL BE 1/8" THICK AT 1-3/16" CENTERS WITH CROSS BARSAT 4" ON CENTER (NAAMM DESIGNATION W-19-4).

a. ALL GRATING SHALL BE FASTENED WITH REMOVABLEGALVANIZED OR STAINLESS STEEL SADDLE CLIPS.

b. ALL GRATING SHALL BE GALVANIZED.

STRUT FRAMING

A. STRUT FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCEWITH 2001 AISI SPECIFICATIONS WITH 2004 SUPPLEMENT AND 2002 AISIDESIGN MANUAL.

B. SUBMITTALS:

1. SUBMIT STRUCTURAL CALCULATIONS FOR APPROVAL BY THE PROJECTENGINEER. CALCULATIONS MAY INCLUDE BUT ARE NOT LIMITED TO:

a. DESCRIPTION OF DESIGN CRITERIA.b. STRESS AND DEFLECTION ANALYSIS.c. SELECTION OF FRAMING MEMBERS, FITTINGS AND ACCESSORIES.

2. SUBMIT ALL SHOP/ASSEMBLY DRAWINGS NECESSARY TO COMPLETELYINSTALL THE STRUT SYSTEM IN COMPLIANCE WITH THE CONTRACTDRAWINGS.

3. SUBMIT ALL PERTINENT MANUFACTURER'S PUBLISHED DATA.

C. PRODUCTS:

1. STRUT SYSTEM COMPONENTS ARE BASED ON UNISTRUT PRODUCTS.

2. CHANNEL MEMBERS SHALL BE FABRICATED FROM STRUCTURAL GRADESTEEL CONFORMING TO ONE OF THE FOLLOWING ASTM SPECIFICATIONS:A570 GR33 OR A653 GR33.

3. FITTINGS SHALL BE FABRICATED FROM STEEL CONFORMING TO ONEOF THE FOLLOWING ASTM SPECIFICATIONS: A575, A576, A36 OR A635.

4. STRUT SYSTEM COMPONENTS SHALL BE FINISHED WITH RUST INHIBITINGACRYLIC ENAMEL PAINT APPLIED BY ELECTRO-DEPOSITION, AFTERCLEANING AND PHOSPHATING, AND THOROUGHLY BAKED. FINISH TOWITHSTAND A MINIMUM OF 400 HOURS SALT SPRAY WHEN TESTED INACCORDANCE WITH ASTM B117.

5. PROVIDE STRUT COVER STRIPS FOR EXPOSED STRUT.

6. APPROVED PRODUCT: UNISTRUT.

C. INSTALLATION:

1. THE INSTALLATION SHALL BE ACCOMPLISHED BY A FULLY TRAINED,MANUFACTURER AUTHORIZED INSTALLER.

2. SET STRUT SYSTEM COMPONENTS INTO FINAL POSITION TRUE TOLINE, LEVEL AND PLUMB, IN ACCORDANCE WITH THE EQUIPMENTREQUIREMENTS AND APPROVED SHOP DRAWINGS.

3. ANCHOR MATERIAL FIRMLY IN PLACE, TIGHTEN CONNECTIONS TO THEIRRECOMMENDED TORQUE.

D. QUALITY REQUIREMENTS: INSPECTOR SHALL REVIEW CONSTRUCTION FORCONFORMANCE WITH CONTRACT DOCUMENTS AND REVIEWED SHOP DRAWINGS.

W

10

11

12

X V

13

INTERSTITIAL GYPSUM DECK TO BEREMOVED (DO NOT REMOVEINTERSTITIAL GYPSUM DECK UNTILNEW W6 BRACING HAS BEENINSTALLED)

8' -

0"16

' - 0

"

FV

6' - 4"

FV

6' - 4"

FV

6' - 4"

DO NOT CUT (E) W6 UNTIL NEWSUPPORT HANGER HAS BEENINSTALLED

DO NOT CUT (E) W6 UNTIL NEWSUPPORT HANGER HAS BEENINSTALLED

(E) W6 TO BE REMOVED

ALL (E) STRUT FRAMING TO BEREMOVED. INCLUDING ALL SUB-FRAMING AND HANGERS, SEEPROJECT MANUAL FOR EXISTINGSTRUT FRAMING EXTENT.

REMOVE (E) HANGERS ATDEMOLISHED (E) W6

REMOVE (E) INTERSTITIAL DECKSUB-PURLINS, TYP

(E) HANGERS TO REMAIN, TYPICAL

22' -

6"

22' -

6"

22' -

6"

22' - 6" 22' - 6"

W

10

11

12

X V

13

BOOM EQUIPMENT SUPPORT STRUCTURE,COORD LOCATION WITH EQUIPMENTSUPPLIER.

2SS5.21

3SS5.21

STRUT SYSTEM, SEE ARCH ANDEQUIPMENT SUPPLIER FOR LOCATION ANDLOADING REQUIREMENTS AND SECTION7/SS5.21 FOR GENERAL CONNECTION TO(E) CONC JOIST 5

SS5.21

6' -

0"5'

- 0"

5' -

0"

BOOM EQUIPMENT SUPPORTSTRUCTURE, COORD LOCATION WITHEQUIPMENT SUPPLIER, INCLUDINGSTRUT FRAMING SUPPLIER

HSS 2 1/2 x 2 1/2 x 1/4(E) W6 BRACING, TYP

6"

NEW HANGER TO SUPPORT(E) W6, SEE 4/SS5.21

NEW HANGER TO SUPPORT(E) W6, SEE 4/SS5.21

4SS5.21

NEWHANGER

HSS 2 1/2 x 2 1/2 x 1/4(E) W6 BRACING, TYP

22' -

6"

22' -

6"

22' -

6"

22' - 6" 22' - 6"

STRUT SYSTEM, HORIZONTAL BRACING MAYONLY BE PLACED ALIGNED WITH TRACKSBELOW. ALL OTHER BRACING TO BE LOCATEDTO AVOID MECHANICAL, ELECTRICAL ANDARCHITECTURAL ELEMENTS.

8SS5.21

4' - 0" 3' - 0"

3' - 0"

STEEL GRATING 1" x 1/8", GW-100A.PROVIDE ACCESSORIES ASREQUIRED TO ATTACH TO HSSSUPPORT STRUCTURE AND COORDLOCATIONS WITH STRUT SUPPORT,MECHANICAL AND ARCHITECTURAL.TYP

FV

6' - 4"

FV

6' - 4"

FV

6' - 4"

FV

6' - 4"

(E) W6, TYP

W

10

11

12

X V

13

2SS5.21

3SS5.21

4SS5.21

2SS5.21

3SS5.21

2SS5.21

3SS5.21

22' -

6"

22' -

6"

22' -

6"

22' - 6" 22' - 6"

4SS5.21

SPACE AT 32" OC MAX

STRUT SUB-FRAMING

7SS5.21

STRUT CONNECTION TO(E) CONCRETE JOIST

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de S

15_n

rpot

ra.rv

t1/

12/2

018

7:21

:39

AM

GMC GMC

1331 - SS1.23

GENERAL STRUCTURAL NOTES,DEMOLITION, INTERSTITIAL & 4THLEVEL FRAMING PLANS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

40883

GREGG M CURTIS

01/12/2018

DRAWING: 14 OF 49

CD ISSUE 01/19/2018

1/8" = 1'-0"1 LEVEL 3 INTERSTITIAL DEMO PLAN 1/8" = 1'-0"2 LEVEL 3 INTERSTITIAL FRAMING PLAN

1/8" = 1'-0"3 LEVEL 4 - CATHLAB 2

3SS1.13

4SS1.13

1/4 3TYP

1/4 3TYP

PLACE HSS5X5 AND L4X4 SNUG TOEQUIPMENT SUPPORT TUBE.DO NOT WELD

HSS5X5X5/16

L4X4X5/16X1'-2"

+/- 1

" TYP

EX W6 INTERSTITIAL FLOOR SUPPORT BM

INTERSTITIAL GYPSUM FLOOR, SEE ARCHFOR PATCHING REQUIREMENTS

HSS5X5X5/16, LOCATE TO AVOIDEQUIPMENT SUPPORT GUSSET PLATES,STRUT FRAMING SUPPORT ANDEXISTING 5/8" DIA HANGER RODS

EX CONC JST

1/4TYP

1"

L4X4X5/16X1'-2" W/(2) 3/4" DIAEXP ANCHORS (4" EMBED)

L4X4X5/16X0'-10"

5/16TYP

1/43 SIDES

1/4TYP

FACE PL3/8" W/ (4) 3/4" DIA EXPANCHORS (4" EMBED)

BOTTOM PL1/2"

LEVEL 456' - 0"

LEVEL 3 INTERSTITIAL47' - 7 1/2"

FV2' -

0"4

1/2"

FV

FV

8"

FV1' - 2 1/2" MAX

FV1' - 2 1/2" MAX

MIN~6

"1

1/2"

6"

3SS5.21

C8X13.7

6" DIA BOOM SUPPORT BY EQUIPMENTSUPPLIER

1/4TYP

1"

1/4TYP

FACE PL3/8" W/ (4) 3/4" DIA EXPANCHORS (4" EMBED)

LEVEL 456' - 0"

LEVEL 3 INTERSTITIAL47' - 7 1/2"

1' - 10"

6 1/

2"TY

P1

1/2"

1' -

2"1/

2"5'

- 10

13/

16" F

V10

"

2SS5.21

(E) W6 INTERSTITIAL FLOOR SUPPORT BM

(E) INTERSTITIAL GYPSUM FLOOR

HSS6x4x3/8x0'-4"

EX CONC JST

3/16TYP

(2) L4X4X5/16X1'-2" W/(2) 3/4" DIAEXP ANCHORS (4" EMBED)

LEVEL 456' - 0"

LEVEL 3 INTERSTITIAL47' - 7 1/2"

FV2' -

0"4

1/2"

FV

FV

8"M

IN~6"

1 1/

2"6"

6"

NEW 5/8" DIA HANGER ROD W/PL3/8WASHER AND DOUBLE NUT AT T & B, TACKWELD END NUTS AFTER INSTALLATION.

(E) GYPSUM DECK EDGE SUPPORTL7x4x3/8xCONT, SUPPORT AT EACH ENDWITH L4x4x3/8 HANGER CLIP THUS:

HSS6x4x3/8x0'-4"

3/16 3TO FLANGE

OF (E) W6

3/16 3HSS TO (E)

W6

3/16 2TYP

NOTE: FIREPROOF ALL INTERSTITIAL SUPPORTSTRUCTURE WITHIN NEW INTERSTITIAL ENCLOSURE.

LEVEL 3 INTERSTITIAL47' - 7 1/2"

HSS 2 1/2 x 2 1/2 x 1/4BRACE FOR (E) W6

(E) W6

(E) GYPSUM DECK

3/16 2TYP

L4x4x3/8x4'-0" LONG W/ (2) 5/8" DIATHROUGH BOLTS, SEE EQUIP SUPPLIERFOR FURTHER INFORMATION, TYP

ADAPTATION PL BY EQUIPSUPPLIER AND INSTALLED BYCONTRACTOR

EX 4 1/2" CONC SLAB

GRID

LEVEL 3

TABLE OR EQUIPMENT,SHOWN FOR CLARITY, SEEARCH FOR COORDINATION

(E) CONC JST

BENT PL6X4X1/2X0'-9" W/(2) 1/2" DIAEXP ANCHORS (6" GA, 4" EMBED)

LEVEL 456' - 0"

FV2' -

0"4

1/2"

FV

FV

8"

MIN~6

"

NEW 1/2" DIA THREADED HANGER ROD

1 1/

2"

STRUT SUB-FRAMING

STRUT FRAMING, SEE ARCH ANDEQUIPMENT SPECIFICATION FOR DESIGNREQUIREMENTS. BRACE AS REQUIRED

CONNECT TO EACH (E) CONCRETE JST,TYP

3/16 2TYP

HSS2 1/2 X 2 1/2 X 1/4 SPREADERBEAM, COORDINATE HANGER RODCONNECTION WITH REQUIREMENTSOF MECHANCIAL SUPPLIER

MECHANICAL EQUIPMENT,MAX LOAD 300 LBS

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de S

15_n

rpot

ra.rv

t1/

12/2

018

7:21

:40

AM

GMC GMC

1331 - SS5.21

DETAILS & SECTIONS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

40883

GREGG M CURTIS

01/12/2018

DRAWING: 15 OF 49

CD ISSUE 01/19/2018 1 1/2" = 1'-0"1 EQUIPMENT SUPPORT LATERAL SUPPORT - CATH LAB 2

3/4" = 1'-0"2 EQUIPMENT SUPPORT SECTION 1

3/4" = 1'-0"3 EQUIPMENT SUPPORT SECTION 2

3/4" = 1'-0"4 NEW (E) W6 HANGER SECTION

3/4" = 1'-0"5 (E) W6 BRACING DETAIL

1/2" = 1'-0"6 TABLE AND EQUIPMENT SUPPORT SECTION

3/4" = 1'-0"7 STRUT FRAMING SUPPORT AT (E) JOIST SECTION

3/4" = 1'-0"8 MECHANICAL EQUIPMENT SPREADER BEAM SUPPORT DETAIL

BDD

S

F/S

M

EXHAUST AIR INLET

RETURN AIR INLET

SUPPLY AIR OUTLET

VARIABLE AIR VOLUME VALVEWITH REHEAT COIL AND 36"ELECTRICAL CLEARANCE

VARIABLE AIR VOLUME VALVE

BACK DRAFT DAMPER

MOTORIZED DAMPER

SMOKE DAMPER

MANUAL/VOLUME DAMPER

HORIZONTAL FIRE DAMPER

VERTICAL FIRE DAMPER

FIRE/SMOKE DAMPER

AIRSIDE SYMBOLS

TGTRANSFER GRILLE OR LOUVER

DGDOOR GRILLE OR LOUVER

UC, CFMUNDERCUT DOOR

RECTANGLE TO ROUND TRANSITION

STRAIGHT TAP

45° ENTRY TAP

HIGH EFFICIENCY TAP, RECTANGLETO ROUND

SUPPLY DUCT TOWARD VIEWER

SUPPLY DUCT AWAY FROM VIEWER

RETURN DUCT TOWARD VIEWER

RETURN DUCT AWAY FROM VIEWER

EXHAUST DUCT TOWARD VIEWER

EXHAUST DUCT AWAY FROM VIEWER

R

D

CHANGE IN DUCT ELEVATION - RISE INDICATED BY "R"

CHANGE IN DUCT ELEVATION - DROP INDICATED BY "D"

ADSIDE ACCESS DOOR (VERTICAL)

ADTOP ACCESS DOOR (HORIZONTAL)

ADBOTTOM ACCESS DOOR (HORIZONTAL)

FCFLEXIBLE CONNECTION

DUCT LINING

SIDEWALL OUTLET, REGISTERS AND GRILLES

SIDEWALL INLET, REGISTERS AND GRILLES

SOUND ATTENUATOR

36"

PLUMBING AND PIPING SYMBOLS

RS

PC

SD

RL

O2NP

N2O

HWR

TWS

HWS

FOVG

F

FOSFOR

CWR

DWDI

CWS

MA

CHWSCHWR

AWAV

OVFL

N2

TWR

LPG

PUMPED CONDENSATE

REFRIGERANT LIQUIDREFRIGERANT SUCTION

SANITARY/WASTESANITARY/WASTE BELOW GRADE

STORM DRAIN

FIRE PROTECTION MAIN

HEATING WATER SUPPLYHEATING WATER RETURN

CHILLED WATER SUPPLYCHILLED WATER RETURN

FUEL OIL SUPPLY

CONDENSER WATER SUPPLYCONDENSER WATER RETURN

FUEL OIL RETURN

TEMPERED WATER SUPPLY

DOMESTIC HOT WATER, CIRCULATING

DISTILLED WATERDEIONIZED WATER

NON-POTABLE WATEROXYGEN

NITROUS OXIDE

DOMESTIC HOT WATER

FUEL OIL VENTGAS

DOMESTIC COLD WATER

ACID WASTEACID VENT

MEDICAL AIR

OVERFLOW

NITROGEN

TEMPERED WATER RETURN

LIQUID PETROLEUM GAS

AW ACID WASTE, BELOW SLABBBD BOILER BLOW DOWNBFW BOILER FEED WATER

CLPS CLEAN LOW PRESSURE STEAMCMPS CLEAN MEDIUM PRESSURE STEAMCOND CONDENSATE RETURN

D INDIRECT DRAIN

GR GLYCOL RETURNGS GLYCOL SUPPLYHPC HIGH PRESSURE STEAM CONDENSATEHPS HIGH PRESSURE STEAM

HPWR HEAT PUMP WATER RETURNHPWS HEAT PUMP WATER SUPPLYHRR HEAT RECOVERY WATER RETURNHRS HEAT RECOVERY WATER SUPPLY

LPC LOW PRESSURE STEAM CONDENSATE

LPS LOW PRESSURE STEAM

MPC MEDIUM PRESSURE STEAM CONDENSATEMPS MEDIUM PRESSURE STEAM

RD REFRIGERANT DISCHARGE (HOT GAS)

SW SOFTENED WATER

SD STORM DRAIN, BELOW SLAB

WC WASTE CONDENSATE

VENT

MEDICAL VACUUMMV

3" FD

A

FC

FM

M

RPZ BACK FLOW PREVENTER

FLOOR DRAIN (SIZE AS INDICATED)

FIN-TUBE RADIATION ELEMENT

AUTO AIR VENT

RELIEF VALVE

MANUAL AIR VENT

WATER FLOW MEASURING STATION

DROP IN PIPE

RISE IN PIPE

PIPE CONNECTION

STEAM TRAP

FLOW DIRECTION ARROW

FLOW CONTROL VALVE

METER

PRESSURE REDUCING VALVE

PRESSURE GAUGE

UNION

STRAINER AND HOSE CONNECTION

SHUT-OFF VALVE

TWO-WAY CONTROL VALVE

THREE-WAY CONTROL VALVE

BALL VALVE

CHECK VALVE

CIRCUIT BALANCING DEVICE

PUMP

OR

THERMOMETER

ZONE VALVE BOX

RECESSED WALL BOX

LOCAL ALARM PANEL

CLEAN OUT

FLOOR CLEAN OUT

CO

CO

GLOBE VALVE

MV

TEST PLUG

FE FLOW ELEMENT

REDUCER

STEAM TRAP

WWS WELL WATER SUPPLY

WWR WELL WATER RETURN

W

WAGD WASTE ANESTHETIC GAS DISPOSAL

CONCENTRIC ECCENTRIC

TWO-POSITION CONTROL VALVE OR SOLENOID VALVE

GENERAL ABBREVIATIONS

DB

ELEC

EXHEXEXPEXTF or °F

ELEVEQEQUIP

EWT

DN

DWGDW

EAEATEL

DIADIAG

DISCH

DIV

CONC

COORDCTRCUFTCVCW

°

CONTR

CONDCONNCONSTCONT

COMB

CICLGCLG

CO

COL

CFMCHW

BTUHCAP

CB

CFCV

BSMTBTU

AWAUTOBLDG

BOT

APPROXARCHAV

ALTALUMAP

AFFAG

AC

ØA

TOTALLY ENCLOSED FAN COOLED

POUNDS PER SQUARE INCH GAUGE

HEATING, VENTILATION, AIR CONDITIONING

GALLONS PER MINUTE

NORMALLY CLOSEDNOT IN CONTRACT

MANUAL AIR VENT

ONE THOUSAND CUBIC FEET

MOTORIZED BYPASS DAMPER

MOTORIZED DAMPER

LEAVING AIR TEMPERATURE

LIQUIFIED PETROLEUM GAS

LEAVING WATER TEMPERATURE

POUNDS PER HOUR

INCHES WATER GAUGEONE THOUSAND BTU PER HOUR

DRY BULB

LVR LOUVER

ELECTRICAL

ENTERING WATER TEMPERATUREEXHAUST AIR

DEGREES FAHRENHEIT

EXISTINGEXPANSIONEXTERIOR

ELEVATIONEQUALEQUIPMENT

ENTERING AIR TEMPERATURE

DOWNDISTILLED WATERDRAWINGEACH

ELBOW

DIAMETERDIAGONAL

DISCHARGE

DIVISION

MH MANHOLE

NCNICNONONOM

MINMISC

MTRMUANC

NORMALLY OPENNUMBER

NOMINAL

MISCELLANEOUS

MAKE-UP AIRNOISE CRITERIA

MINIMUM

MOTOR

MAX

MFR

MBD

MCFMDMECH

MAV

LWT

MAN

MATL

M/A

MAXIMUM

MANUFACTURERMECHANICAL

MANUAL

MATERIAL

MIXED AIR

CONCRETE

CONTINUE, CONTINUATION

COORDINATE

CHECK VALVEDOMESTIC COLD WATERDEGREE

CENTERCUBIC FEET

CONDENSATE

CONSTRUCT

CONTRACTOR

CONNECT

BRITISH THERMAL UNITS PER HOUR

CONSTANT FLOW CONTROL VALVE

CIRCULATING HOT WATERCUBIC FEET PER MINUTE

COMBINATION

CAST IRONCEILINGCOOLING

CLEAN OUT

COLUMN

CATCH BASIN

CAPACITY

INTERIOR

LB/HR

LPG

LATLF

LPLOC

INTINV

LB

INWG

LABKBTU

LINEAL FEET

LOW PRESSURELOCATION

INVERT

POUNDLABORATORY

HWHWCINLINSUL

HTGHVAC

HD

HORZHPHP

GPMGR

DOMESTIC HOT WATER

INLETINSULATION

HEATING

DOMESTIC HOT WATER CIRCULATION

GRADE

HEAD

HORIZONTALHORSE POWERHIGH PRESSURE

SQ SQUARE

VENTVERT

TEFCTEMP

STRUCTSUCTSUSP

TYP

WB

VOLVTRW

VEL

UG

VVAC

TTCPTD

SSSTDSTM

TYPICAL

VELOCITY

WET BULB

VENTILATION

VENT THROUGH ROOF

VERTICAL

UNDERGROUND

VOLUME

WASTE

VACUUMVENT

TEMPERATURE CONTROL PANEL

TEMPERATURE

STRUCTURAL

SUSPENDEDTHERMOSTAT

TEMPERATURE DROP

STAINLESS STEELSTANDARD

SUCTION

STEAM

SECT

SPEC

SCHED

REFR

REQD

SA

SHT

SP

SPS

SIMSLV

SFSD

SAN

RM

RW

RPM

RH

RLA

RED

RECRD

RA

RCP

SUPPLY AIR

STATIC PRESSURE STATION

STATIC PRESSURESPECIFICATION

SQUARE FEETSMOKE DAMPER

SANITARYSCHEDULE

SHEETSIMILARSLEEVE

SECTION

REVOLUTIONS PER MINUTE

RAIN WATER

REFRIGERATIONRELATIVE HUMIDITY

RECESSED

REQUIREDRELIEF AIR

RADIANT CEILING PANEL

RETURN AIR

ROOF DRAIN

ROOM

REDUCER

FIBERGLASS REINFORCED PIPE

GENERAL CONTRACTORGALLONS PER HOUR

FUEL OIL RETURNFUEL OIL SUPPLY

FEET PER MINUTE

FIN TUBE RADIATION

BRITISH THERMAL UNITS

ARCHITECT/ARCHITECTURAL

ACID WASTE

BASEMENT

AUTOMATICBUILDING

BOTTOM

ACCESS PANELAPPROXIMATE

ALTERNATEALUMINUM

ACID VENT

ABOVE FINISHED FLOORABOVE GROUND

AIR CONDITIONING

DIAMETERAIR

GALGALVGCGPH

FTRGA

FPMFRPFTFTG

FORFOS

GALLONGALVANIZED

GAUGE

FOOT (FEET)FOOTING

FLEXFLG

FOV

FLEXIBLEFLANGE

FUEL OIL VENT

PRESS

PLBG

PREL

PSI

PWPSIG

PWR

PRV

PIV

PR

PDORD

OXY

OC

OA

OF

NTS

POST INDICATOR VALVE

PRESSURE REDUCING VALVEPOUNDS PER SQUARE INCH

POTABLE WATER

PRELIMINARY

PLUMBING

PRESSURE

OVERFLOW ROOF DRAINPRESSURE DROP

POWER

PAIR

OUTSIDE AIR

ON CENTEROVERFLOW

NOT TO SCALEOXYGEN

HIGH PRESSURE CONDENSATEHPC

AD ACCESS DOOR

BOD BOTTOM OF DUCT

CAV CONSTANT AIR VOLUME

CF CENTER FLARED (SYMMETRICAL)

CO CARBON MONOXIDE

CO2 CARBON DIOXIDE

DA DISCHARGE AIRDAT DISCHARGE AIR TEMPERATURE

DI DEIONIZED WATER

DIM DIMENSION

DIR DEIONIZED WATER RETURNDIS DEIONIZED WATER SUPPLT

ESP EXTERNAL STATIC PRESSURE

FA FRESH AIRFD FLOOD DRAIN

FOB FLAT ON BOTTOMFOF FUEL OIL FILL

FOT FLAT ON TOP

HWS/R HEATING HOT WATER SUPPLY/RETURN

MAD MIXED AIR DAMPER

MAT MIXED AIR TEMPERATURE

MBH ONE THOUSAND BTU PER HOUR

MMBH ONE MILLION BTU PER HOUR

OAD OUTSIDE AIR DAMPEROAT OUTSIDE AIR TEMPERATURE

PG PROPYLENE GLYCOL

PRS

RAD RETURN AIR DAMPERRAT RETURN AIR TEMPERATURE

RECT RECTANGULAR

RLD

RND ROUND

RELIEF AIR DAMPER

SRV SAFETY RELIEF VALVE

VFD VARIABLE FREQUENCY DRIVE

RPZ REDUCED PRESSURE ZONE

WWR WELL WATER RETURNWWS WELL WATER SUPPLY

GENERAL MECHANICAL NOTES

1. REFER TO "DIVISION 1 - GENERAL REQUIREMENTS" IN THE PROJECT MANUAL FOR WORKTHAT IS THE RESPONSIBILTY OF ALL CONTRACTORS.

2. IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTORS TO COORDINATE THEWORK OF THEIR TRADE WITH ALL OTHER TRADES PRIOR TO PROCEEDING WITH THEIRWORK. ANY WORK REQUIRING REMOVAL AND REINSTALLATION DUE TO LACK OFCOORDINATION SHALL BE THE RESPONSIBILTY OF THE CONTRACTORS.

3. PRIOR TO PERFORMING WORK REQUIRED, INSPECT ALL EXISTING CONDITIONS ANDINSTALLED WORK OF OTHER TRADES AND VERIFY THAT ALL CONDITIONS AND ALL SUCHWORK IS COMPLETE TO THE POINT WHERE MECHANICAL WORK CAN PROPERLYCOMMENCE.

4. PERFORM CUTTING, FITTING, AND PATCHING OF MECHANICAL EQUIPMENT ANDMATERIALS REQUIRED TO REMOVE EXISTING WORK AND TO INSTALL EQUIPMENT ANDMATERIALS IN EXISTING STRUCTURES.

5. PROTECT NEW WORK AND EXISTING WORK TO REMAIN.

6. THE CONTRACTOR IS REQUIRED TO FIELD VERIFY LOCATIONS OF EXISTING WORK TOREMAIN.

7. ALL EQUIPMENT SHALL BE INSTALLED TRUE, LEVEL, AND IN THE LOCATION SHOWN ONTHE DRAWINGS.

8. ALL EQUIPMENT SHALL BE INSTALLED IN A MANNER THAT PROVIDES ADEQUATEMAINTENANCE ACCESS.

9. PROTECT EQUIPMENT AND MATERIALS FROM THE WEATHER AND CONSTRUCTION DUSTDURING CONSTRUCTION AND LEAVE ALL EQUIPMENT AND DUCT INTERIORS CLEAN.

10. ALL NOISE PRODUCING ACTIVITIES SUCH AS HAMMER DRILLING OR CORE DRILLINGSHALL BE ACCOMPLISHED BETWEEN THE HOURS OF 5:00 P.M. AND 7:00 A.M.

11. REMOVE ABANDONED PIPE, DUCTS, CONDUITS, AND EQUIPMENT, INCLUDING THOSEABOVE ACCESSIBLE CEILINGS; REMOVE BACK TO SOURCE OF SUPPLY WHEREPOSSIBLE, OTHERWISE CAP STUB AND TAG WITH IDENTIFICATION.

MECHANICAL SHEET INDEX

FIXTURE ABBREVIATIONSBT BATH TUBCO CLEAN OUTDF DRINKING FOUNTAINDISP GARBAGE DISPOSALDW DISHWASHER CONNECTIONEC ELECTRIC WATER COOLERES EMERGENCY SHOWEREW EYE WASHFD FLOOR DRAINHB HOSE BIBHY HYDRANTLT LAUNDRY TUB

LV LAVATORYMB MOP BASINOB WASHING MACHINE OUTLET BOXSH SHOWERSK SINKSS SERVICE SINKTD TRENCH DRAINUR URINALWB WASH BASINWC WATER CLOSETWCO WALL CLEAN OUTWHD WALL HYDRANT

RA

STHERMOSTAT WITH LOCKING SECURITYCOVER

HUMIDISTAT

THERMOSTAT REVERSE ACTING

THERMOSTAT

CONTROL SYMBOLS

XXX

TEMPERATURE SENSOR

HUMIDITY SENSOR

SENSOR (OTHER)(REFER TO GEN ABBREV FOR SENSOR TYPE)

T

T

T

H

H

T

S

PS DIFFERENTIAL PRESSURE SENSOR

EQUIPMENT ABBREVIATIONSACC AIR COOLED CONDENSERACCU AIR COOLING CONDENSING UNITACP AIR COMPRESSORAF AIR FILTERAFMS AIR FLOW MEASURING STATIONAHU AIR HANDLING UNITAS AIR SEPARATORB BOILERCC COOLING COILCF CABINET FANCF CHEMICAL FEEDERCFP CHEMICAL FEED PUMPCH CHILLERCP CONDENSATE PUMPCRAC COMPUTER ROOM AIR CONDITIONERCRU CONDENSATE RETURN UNITCSG CLEAN STEAM GENERATORCT COOLING TOWERCUH CABINET UNIT HEATERCWP CONDENSER WATER PUMPDBP DOMESTIC WATER BOOSTER PUMPEAV EXHAUST AIR VALVEEF EXHAUST FANERU ENERGY RECOVERY UNITET EXPANSION TANKFCU FAN COIL UNITFP FIRE PUMP

FUR FURNACEGEN GENERATORHUM HUMIDIFIERHC HEATING COILHRU HEAT RECOVERY UNITHTR HEATERHX HEAT EXCHANGEHPU HEAT PUMP UNITMAU MAKE-UP AIR UNITOBD OPPOSED BLADE DAMPERP PUMPPRV POWER ROOF VENTILATORRF RETURN FANRHC REHEAT COILRMB RADIANT MIXING BLOCKRTU ROOF TOP UNITSAT SOUND ATTENUATORSEP SEWAGE EJECTOR PUMPSF SUPPLY FANSP SUMP PUMPUH UNIT HEATERUS UTILITY SETUV UNIT VENTILATORVAV VARIABLE AIR VOLUME BOXWF WATER FILTERWFMS WATER FLOW MEASURING STATIONWH WATER HEATERWHD WALL HYDRANT

GENERAL SYMBOLS

Y.ZX

#

NUMBER OF SHEET WHERE DETAIL APPEARS.NO. OF DETAIL

REVISION NUMBER, SHOWN ON PLAN

TIE IN POINT

KEYED NOTE#

X-YYY-NZ x Z

GRILLE OR DIFFUSER TAGX- SCHEDULED TYPEY- AIRFLOW, CFMN- CONNECTION SIZEZ- GRILLE OR DIFFUSER SIZE

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

12" = 1'-0"

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

20:5

9 PM

RLB BMK

1331 - M0.21

MECHANICAL SYMBOLS ANDABBREVIATIONS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 16 OF 49

CD ISSUE 01/19/2018

M0.21 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD1.21 LEVEL 3 VENTILATION AND HYDRONIC DEMOLITION PLANMD1.22 PENTHOUSE MECHANICAL DEMOLITION PLAN

MH2.21 LEVEL 3 HYDRONIC PLANMH3.21 LEVEL 3 VENTILATION PLANMH3.22 PENTHOUSE MECHANICAL PLANMH3.23 70-AHPS-54 AIR HANDLER PLANSMH6.21 MECHANICAL DETAILSMH6.22 CONTROL SYMBOLS AND DIAGRAMSMH7.21 MECHANICAL SCHEDULES

PL1.21 LEVEL 2 INTERSTITIAL PLUMBING AND MEDICAL GAS DEMOLITIONPLAN

PL1.22 LEVEL 3 PLUMBING AND MEDICAL GAS DEMOLITION PLANPL2.21 LEVEL 2 INTERSTITIAL SANITARY PLANPL2.22 LEVEL 3 DOMESTIC AND SANITARY PLANPL4.21 LEVEL 3 MEDICAL GAS PIPING PLANPL5.21 PLUMBING DETAILS AND SCHEDULES

FP0.21 LEVEL 3 FIRE PROTECTION PLAN

KEYED SHEET NOTESKEYED SHEET NOTES

GENERAL SHEET NOTES

VW

10

11

12

13

EX. CRAC UNIT

EX. CRAC UNIT

PS

1

1

1

3

3

3

3

2

2

3

1

1OFFICE3H-100A

OFFICE3H-100B

CONTROL3H-102

SCRUB3H-102A

OFFICE3H-100C

CATHLAB 23H-105

SUPPLY3H-103

EQUIPMENT3H-104

OFFICE3H-101

HALL3H-100

3

3

1

1 1

1

111

1

1

1

1

1

1

1

1

1 1

1

1

1

3

1 DEMOLISH EXISTING SUPPLY DIFFUSER OR RETURN GRILLE,AND ASSOCIATED DUCTWORK UP TO THIRD LEVELINTERSTITIAL SPACE, SEE 2/MD1.21 FOR CONTINUATION.COORDINATE PATCHING OF INTERSTITIAL DECK WITHGENERAL CONTRACTOR.

2

3 DEMOLISH EXISTING MECHANICAL CONTROLS.

DEMOLISH EXISTING CRAC UNIT, CONTROLS ANDASSOCIATED PIPING. DEMO HIGH TEMP LOOP PIPING UP INTOINTERSTITIAL SPACE, SEE 2/MD1.21 FOR CONTINUATION.

1/MD1.21

VW

10

11

12

13

2

1

11

1

1

11

1

1

1

1

1

1

1

1

EX. 8ø

EX. 2

EX. 1

EX. 2

EX. 36x20

EX. 36x20

EX. 2

EX. 8ø

EX. 8ø

EX. 12ø

EX. 16ø

EX. 1

EX. 12ø

EX. 8ø EX. 10ø

EX. 1

EX. 8ø

EX. 8ø

EX. 1

0øEX. 6

ø

EX. 6ø

EX. 8ø

EX. 8

ø

EX. 1

EX. 12ø

EX. 16ø

EX. 8ø

EX. 14ø

EX. 1

EX. 12ø

EX. 12ø

EX. 12ø

EX. 12øEX. 6ø

EX. 6ø

EX. 14ø

EX. 12ø

EX. 12ø

EX. 1

EX. 14ø

EX. 12ø

EX. 12ø

EX. 12ø

EX. 1

EX. 12ø

EX. 6ø

EX. 10ø

EX. 12ø

EX. 16ø

EX. 10ø

EX. 12ø

SA

RA

SA

RA

EXH

EX. 12ø EXH

EX. 8

ø

1

21

3/4"

3

4

5

EX. 3/4" WWS AND WWR

1"

3/4"

5

EX. 3/4" WWS AND WWRDEMO CONTINUES 300+ FEET

3/4"

3/4"

EX. 3/4" HWS/R

6

6

6

6

6

6

6

6

EX. H

WR

EX. H

WS

EX. H

WS

EX. H

WR

EX. H

WS

EX. H

WR

EX. H

WS

EX. H

WR

EX. H

WREX

. HW

S

1"

1"

EX. WWREX. WWS

EX. H

WS

EX. H

WR

EX. HWSEX. HWR

1 DEMOLISH EXISTING DUCTWORK AS SHOWN AND CAP ATNEAREST BRANCH OR MAIN. COORDINATE PATCHING OFINTERSTITIAL DECK WITH GENERAL CONTRACTOR.

2 DEMOLISH EXISTING DUCTWORK AS SHOWN AND PREPAREOPEN ENDS FOR NEW CONNECTIONS. COORDINATE PATCHINGOF INTERSTITIAL DECK WITH GENERAL CONTRACTOR.

3 DEMOLISH EXISTING WELL WATER SUPPLY AND RETURN ASSHOWN AND CAP AT MAIN 300+ FEET WEST.

4 DEMOLISH EXISTING WELL WATER SUPPLY AND RETURN ASSHOWN AND PREPARE OPEN ENDS FOR NEWCONNECTIONS.

5 DEMOLISH EXISTING HEATING WATER SUPPLY AND RETURNBACK TO MAINS AND CAP.

2/MD1.21

6 DEMOLISH EXISTING VAV BOX. DISCONNECT AND REMOVECONTROL WIRING AND/OR TUBING BACK TO CONTROLPANEL.

A. EXISTING PIPE, DUCT AND EQUIPMENT LOCATIONS ARE BASEDON EXISTING DRAWINGS AND/OR FIELD OBSERVATION ANDSHALL NOT BE CONSIDERED 100% ACCURATE. CONTRACTORSHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTINGCONDITIONS.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:0

2 PM

RLB BMK

1331 - MD1.21

LEVEL 3 VENTILATION ANDHYDRONIC DEMOLITION PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 17 OF 49

CD ISSUE 01/19/2018 1/4" = 1'-0"1 LEVEL 3 - VENTILATION AND HYDRONIC DEMOLITION PLAN

1/4" = 1'-0"2 LEVEL 3 - INTERSTITIAL VENTILATION AND HYDRONIC DEMOLITION PLAN

GENERAL SHEET NOTES

UVW

10

11

12

AHU-54 RELIEF AIR

AHU-

54 O

A

AHU-

54 R

A

AHU-54 SA

EX. 36x20

EX. 3

EX. 2

8x28

EX. 28x28

EX. 28x34EX. 28x34

EX. 3

2øEX. 2

0x36

EX. 3

6x20

EX. 3

EX. 32ø

EX. 28x28

CONT

INUE

D TO

OA

LOUV

ER

DOWN TO 3RD FLOOR INTERSTITIAL SPACE

RF-54

EX. 1" MPC

1-1/2"

3"2-1/2"

2"EX. 1" MPS TOHUMIDIFICATION

EX. 3/4" MPC

3"

2-1/2"

M

EXISTING RETURNFAN TO REMAIN

SEE 1/MH3.23 FOR 70-AHPS-54DEMOLITION PLANS

M M

EXISTING CONTROLDAMPERS TO REMAIN

70-AHPS-54

EX. C

HWR

EX. C

HWS

EX. M

PS

EX. CHWS

EX. CHWR

EX. M

PSEX. MPC

EX. MPC

EX. M

PS

EX. C

HWR EX

. CHW

S EX. M

PS

A.

30 DAY NOTICE TO VA REQUIRED FOR ALL AIR HANDLERSHUTDOWNS.

B.

ALL AIR HANDLER SHUTDOWNS SHALL BE SCHEDULED FOR8:00 PM-5:00 AM MONDAY-FRIDAY, OR ON WEEKENDSBETWEEN 8:00 PM FRIDAY AND 5:00 AM MONDAY.COORDINATE ALL SHUTDOWNS WITH COR.

C. EXISTING PIPE, DUCT AND EQUIPMENT LOCATIONS AREBASED ON EXISTING DRAWINGS AND/OR FIELD OBSERVATIONAND SHALL NOT BE CONSIDERED 100% ACCURATE.CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYINGALL EXISTING CONDITIONS.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:0

4 PM

RLB BMK

1331 - MD1.22

PENTHOUSE MECHANICALDEMOLITION PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 18 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 PENTHOUSE - MECHANICAL DEMOLITION PLAN

GENERAL SHEET NOTES

VW

10

11

12

13

EX. 70-VAV-AHU3H-101B

70-VAV-AHU3H-101

EX. 70-VAV-AHU3H-100A

EX. 70-VAV-AHUC3-68

3/4"

1"

3/4" WWS/WWR DOWN TOCRAC-2, SEE 2/MH2.21FOR CONTINUATION

3/4"

1"

1"

3/4"

1"

3/4"

EX. 70-VAV-AHU3H-109

EX. 70-VAV-AHUC3-66

3/4"

12MH6.21

12MH6.21

12MH6.21

12MH6.21

70-VAV-AHU3H-105F

70-VAV-AHU3H-105E

70-VAV-AHU3H-105D

70-VAV-AHU3H-105A

70-VAV-AHU3H-105B

70-VAV-AHU3H-105C

70-VAV-AHU3H-100

70-VAV-AHU3H-104

3/4"3/4"

12MH6.21

3/4"

3/4"12

MH6.21

12MH6.21

PROVIDE NEW ISOLATION VALVES

PROVIDE NEW BRANCH ISOLATION VALVES

PROVIDE NEW BRANCH ISOLATION VALVES

PROVIDE NEW BRANCHISOLATION VALVES

PROVIDE NEW BRANCH ISOLATION VALVES

PROVIDE NEW BRANCH ISOLATION VALVES

EX. WWR EX. WWS

EX. H

WR

EX. H

WS

EX. H

WR

EX. H

WS

3/4"

EX. H

WS

EX. H

WR

EX. H

WS EX

. HW

R

WW

SW

WR

WWR WWS

HWS HWR

HW

SH

WR

HWSHWR

HWRHWS

HWRHWS

HW

RH

WS

3/4"

EX. H

WS

EX. H

WR

VW

10

11

12

13

CRAC -2

2" FD

CATH LAB 23H-105

CONTROL3H-105C

SCRUB3H-104

SUPPLY3H-105B

EQUIPMENT3H-105A

HALL3H-100

OFFICE3H-100A

OFFICE3H-100B

EXAM3H-101

3/4" WWS AND WWR UP TO INTERSTITIALSPACE, SEE 1/MH2.21 FORCONTINUATION

13MH6.21

3/4" cocoWC

WCP-1

A. EXISTING PIPE, DUCT AND EQUIPMENT LOCATIONS ARE BASEDON EXISTING DRAWINGS AND/OR FIELD OBSERVATION ANDSHALL NOT BE CONSIDERED 100% ACCURATE. CONTRACTORSHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTINGCONDITIONS.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:0

9 PM

RLB BMK

1331 - MH2.21

LEVEL 3 HYDRONIC PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 19 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 LEVEL 3 - INTERSTITIAL HYDRONIC PLAN 1/4" = 1'-0"2 LEVEL 3 - HYDRONIC PLAN

GENERAL SHEET NOTES

VW

10

11

12

13

EX. 8ø

EX. 2

EX. 1

EX. 2

EX. 12ø

EX. 16ø

EX. 8

ø

EX. 8ø

EX. 36x20

EX. 36x20

EX. 70-VAV-AHU3H-101B

70-VAV-AHU3H-101

EX. 70-VAV-AHU3H-100A

70-VAV-AHU3H-105B

EX. 70-VAV-AHUC3-68

12ø

14ø

14ø

12ø

10ø

10ø

10ø

12ø18ø

10ø

22ø18ø

24x8

EX. 2

EX. 2

20ø

EX. 70-VAV-AHU3H-109

EX. 70-VAV-AHUC3-66

CONNECT TO EXISTING RETURNGRILLE IN CORRIDOR BELOW

RA

EXH SA

RA

SA

RA

SA

SA

18ø

AFMS - 5

AFMS - 4

AFMS - 6

14" RA DOWN IN CHASE, SEE2/MH3.21 FOR CONTINUATIONOF DUCTWORK

3H-101

3H-101

3H-100 3H-100

3H-105B

3H-105A

3H-105A

3H-105C

3H-105C

3H-104

3H-104

70-VAV-AHU3H-105C

70-VAV-AHU3H-105F

70-VAV-AHU3H-105E

70-VAV-AHU3H-105D

70-VAV-AHU3H-105A

70-VAV-AHU3H-100

4ø70-VAV-AHU3H-104

14" RA DOWN IN CHASE, SEE2/MH3.21 FOR CONTINUATION OFDUCTWORK

14" RA DOWN IN CHASE, SEE2/MH3.21 FOR CONTINUATION OFDUCTWORK

24x8

14ø

18ø

8ø 8ø

7ø7ø

18ø

6ø7ø

LOCATION OF CRAC UNIT IN CEILING SPACEBELOW, COORDINATE STRUCTURALSUPPORTS WITH DUCTWORK, SEESTRUCTURAL FOR DETAIL.

VW

10

11

12

13

UC, 160 CFMUC, 20 CFM

UC, 20 CFM

UC, 110 CFM

UC, 100 CFM UC, 110 CFM

UC, 20 CFM

CATH LAB 23H-105

CONTROL3H-105C

SCRUB3H-104

SUPPLY3H-105B

EQUIPMENT3H-105A

HALL3H-100

CRAC - 2

PS

PS

PS

PSPS

PS 7" AFF

7" AFF

7" AFF

OFFICE3H-100A OFFICE

3H-100B

70-VAV-AHU3H-105C

70-VAV-AHU3H-105D70-VAV-AHU3H-105E

70-VAV-AHU3H-105A

70-VAV-AHU3H-105B

REBALANCE TOORIGINAL DESIGN 170CFM (EACH)REBALANCE TO

ORIGINAL DESIGN 170CFM (EACH)

REBALANCE TO ORIGINALDESIGN 210 CFM

REBALANCE TO ORIGINALDESIGN 330 CFM

REBALANCE TO ORIGINALDESIGN 210 CFM

REBALANCE TO ORIGINALDESIGN 100 CFM

EXAM3H-101

F- 280- 10Ø24 x 24

B- 970- 18x18

B- 970- 18x18

B- 980- 18x18

E- 80- 6Ø24 x 24

C- 200- 8Ø24 x 24

D- 330- 10Ø24 x 24

E- 100- 6Ø24 x 24

C- 120- 7Ø24 x 24

D- 100- 6Ø24 x 24

D- 170- 8Ø24 x 24

C- 170- 8Ø24 x 24

C- 160- 6Ø24 x 24

D- 290- 10Ø24 x 24

A- 130- 7Ø20 x 24

A- 215- 8Ø33 x 36

A- 155- 8Ø24 x 36A- 75- 6Ø

12 x 36

A- 210- 8Ø48 x 24

A- 105- 7Ø24 x 24

(5)A- 145- 7Ø33 x 24

A- 75- 6Ø18 x 24

A- 75- 6Ø18 x 24

A- 210- 8Ø48 x 24

A- 105- 7Ø24 x 24

A- 155- 8Ø24 x 36

PRESSURE ALARM

PRESSURE ALARM

70-VAV-AHU3H-100

70-VAV-AHU3H-101

70-VAV-AHU3H-104

PRESSURE ALARM

WALL MOUNTED TEMPERATURE,HUMIDITY, ROOM PRESSURE, ANDAIR CHANGE/HR VISUALIZATIONDISPLAY

CRAC - 2

A. ALL NEW VAV BOXES SHALL BE INSTALLED OUTSIDE OF CATHLAB ENCLOSURE.

B. EXISTING PIPE, DUCT AND EQUIPMENT LOCATIONS AREBASED ON EXISTING DRAWINGS AND/OR FIELDOBSERVATION AND SHALL NOT BE CONSIDERED 100%ACCURATE. CONTRACTOR SHALL BE RESPONSIBLE FORFIELD VERIFYING ALL EXISTING CONDITIONS.

- 2/MH3.21

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:1

2 PM

RLB BMK

1331 - MH3.21

LEVEL 3 VENTILATION PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 20 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"2 LEVEL 3 - INTERSTITIAL VENTILATION PLAN 1/4" = 1'-0"1 LEVEL 3 - VENTILATION PLAN

GENERAL SHEET NOTES

UVW

10

11

12

EX. 36x20

EX. 2

8x28

EX. 3

EX. 3

EX. 28x28

EX. 28x34EX. 28x34

EX. 3

6x20

AHU-54 RELIEF AIR

AHU-

54 O

A

AHU-

54 R

A

AHU-54 SA

EX. 2

0x36

EX. 22x36

EX. 2

8x28

CONT

INUE

D TO

OA

LOUV

ER

DOWN TO 3RD FLOOR INTERSTITIAL SPACE

RF-54

EX. 1" MPC

1-1/2"

3"

2-1/2"

2"

EX. 1" MPS TOHUMIDIFICATION

EX. 3/4" MPC

3"

2-1/2"

EXH

LOUV

ER

SEE 2/MH3.22 FOR 70-AHPS-54UPGRADE PLANS

M

M M

70-AHPS-54

EX. M

PS EX. MPC

EX. M

PC

EX. MPC

EX. C

HWR

EX. C

HWS

EX. M

PS

EX. C

HWR

EX. C

HWS

EX. M

PS

EX. C

HWR

EX. C

HWS

EX. M

PS

1-1/2"

A.

30 DAY NOTICE TO VA REQUIRED FOR ALL AIR HANDLERSHUTDOWNS.

B.

ALL AIR HANDLER SHUTDOWNS SHALL BE SCHEDULED FOR8:00 PM-5:00 AM MONDAY-FRIDAY, OR ON WEEKENDSBETWEEN 8:00 PM FRIDAY AND 5:00 AM MONDAY.CCORDINATE ALL SHUTDOWNS WITH COR.

C. EXISTING PIPE, DUCT AND EQUIPMENT LOCATIONS AREBASED ON EXISTING DRAWINGS AND/OR FIELDOBSERVATION AND SHALL NOT BE CONSIDERED 100%ACCURATE. CONTRACTOR SHALL BE RESPONSIBLE FORFIELD VERIFYING ALL EXISTING CONDITIONS.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:1

4 PM

RLB BMK

1331 - MH3.22

PENTHOUSE MECHANICAL PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 21 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 PENTHOUSE - MECHANICAL PLAN

KEYED SHEET NOTES

KEYED SHEET NOTES

GENERAL SHEET NOTES

ACCE

SS

PRE-

HEAT

COI

L HC-

S54

OUTL

ET S

ECTIO

N

4' -

9"

FINAL

FILT

ER

ACCE

SS

ACCE

SS

ACCE

SS

ACCE

SS

ACCE

SS

ACCE

SS

24" X 50"

24" X

50"

30" X 50"24" X 50"

24" X

50"

FINAL

FILT

ER

7' -

3 1/

2"

4' - 10"5' - 4"3' - 5"3' - 8"5' - 2"2' - 2 1/2"3' - 1 1/2"

30" X 50"

D1

HUMI

DIFIE

R H-

54HU

MIDI

FIER

H-54

COOL

ING

COIL

CC-54

PRE-

FILTE

RPR

E-FIL

TER

COOL

ING

COIL

CC-54

SF-

54 S

F-54

PRE-

HEAT

COI

LHC

-S54

D1

ACCE

SS

HUMI

DIFIE

R H-

54

PRE-

HEAT

COI

LHC

-S54

OUTL

ET S

ECTIO

N

4' -

9"

ACCE

SS

ACCE

SS

ACCE

SS

ACCE

SS

ACCE

SS

ACCE

SS

24" X 50"

24" X

50"

30" X 50"SA UP

24" X 50"RA UP

24" X

50"

HUMI

DIFIE

R H-

54

COOL

ING

COIL

CC-54

PRE-

HEAT

COI

LHC

-S54

NEW

HEP

A FIL

TER

AHUF

F-54

7' -

3 1/

2"

4' - 10"5' - 4"3' - 5"3' - 8"5' - 2"2' - 10 1/2"2' - 5 1/2"

30" X 50"

1

FILTE

RS A

HUPF

-54, A

HUAF

-54

COOL

ING

COIL

CC-54

SF-

54 S

F-54

NEW

HEP

A FIL

TER

AHUF

F-54

FILTE

RS A

HUPF

-54, A

HUAF

-54

1

D1 REMOVE EXISTING FILTER BANK. PREPARE FRAMES FORINSTALLATION OF NEW FILTERS.

1/ MH3.23

2/ MH3.23

1 MODIFY EXISTING FILTER FRAMES AND INSTALL NEWFILTER BANKS FOR FILTERS IDENTIFIED ON FILTERSCHEDULE. PROVIDE CLIPS TO HOLD FILTERS IN PLACE ATCORNERS. FOR FINAL FILTER PROVIDE LATCHES TOCOMPRESS FILTER GASKET IN PLACE ALONG EDGES.

A.

30 DAY NOTICE TO VA REQUIRED FOR ALL AIR HANDLERSHUTDOWNS.

B.

ALL AIR HANDLER SHUTDOWNS SHALL BE SCHEDULED FOR8:00 PM-5:00 AM MONDAY-FRIDAY, OR ON WEEKENDSBETWEEN 8:00 PM FRIDAY AND 5:00 AM MONDAY.COORDINATE ALL SHUTDOWNS WITH COR.

C. EXISTING PIPE, DUCT AND EQUIPMENT LOCATIONS AREBASED ON EXISTING DRAWINGS AND/OR FIELDOBSERVATION AND SHALL NOT BE CONSIDERED 100%ACCURATE. CONTRACTOR SHALL BE RESPONSIBLE FORFIELD VERIFYING ALL EXISTING CONDITIONS.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:1

5 PM

RLB BMK

1331 - MH3.23

70-AHPS-54 AIR HANDLER PLANS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 22 OF 49

CD ISSUE 01/19/2018

1/2" = 1'-0"1 70-AHPS-54 DEMOLITION PLAN

1/2" = 1'-0"2 70-AHPS-54 UPGRADE PLAN

VANEVANE

NOTE:

1.

2.

THE INTERIOR SURFACE OF ALL RADIUS ELBOWS SHALL BE MADE ROUND.

ALL STANDARD RADIUS ELBOWS CAN BE SUBSTITUTED WITH SHORT RADIUSELBOWS. ALL SHORT RADIUS ELBOWS SHALL HAVE VANES. VANES SHALL BECONSTRUCTED, SUPPORTED AND FASTENED AS RECOMMENDED BY SMACNA.

RSHALLEQUALOR BEGREATERTHAN W.

RSHALLEQUALOR BEGREATERTHAN1/3W.

RSHALLEQUALOR BEGREATERTHAN1/6W.

STANDARD RADIUS ORLONG RADIUS ELBOW

SHORT RADIUS ELBOWWITH ONE VANE

SHORT RADIUS ELBOWWITH TWO VANES

W

R

R

2/3W

1/3W

W W

1/2W

1/3W

1/6W

R

MAIN EXHAUST OR RETURN

PLAN VIEW

AIRFLOW AIR

FLOW

PROVIDE VOLUMEDAMPERAT EACH BRANCH DUCT

1/4W OR 4"[100mm] MIN.

BRANCHDUCT

VD

W

NOTE:

1.

2.

3.

4.

ALL VANE ELBOWS SHALL BE CONSTRUCTED AND INSTALLED AS DETAILED BYSMACNA.

WHEN W1 DOES NOT EQUAL W2, VANE SHALL BE SINGLE THICKNESS VANETYPE REGARDLESS OF W DIMENSION.

ALL SINGLE THICKNESS VANES SHALL HAVE A 2" [50mm] RADIUS, 1 1/2"[40mm] MAXIMUM SPACE BETWEEN VANES AND A 3/4" [20mm] TRAILING EDGE.

WHEN W EQUALS W2 AND W1 IS GREATER THAN 20" [500mm] VANES SHALLBE DOUBLE VANE TYPE.

W2

W1

NOTE:UNLESS OTHERWISE INDICATED ON PLANS, MAXIMUM ANGLES SHOWN SHALL APPLY.

MAX.

MAX.

EQUIPMENT

AIRFLOW

AIRFLOW

TYPICAL DUCTWORK TRANSITIONPLAN OR SIDE VIEWTYPICAL DUCTWORK TRANSITION WITH

EQUIPMENT MOUNTED IN DUCTPLAN OR SIDE VIEW

MAX.

MAX.

MAX.

MAX.

30°

30°

15°

15°

15°

15°

TYPICAL MANUAL AIR VENT

TYPICAL CHILLED AND HOT WATERPIPING DRAIN VALVE CONNECTIONS

ELEVATIONTHREADEDPIPING

ELEVATIONWELDEDPIPING

TYPICAL WATER PIPING

REDUCER, IF REQUIRED

3/4" [20mm] BALL VALVE

ADAPTER TO 3/4" [20mm] HOSETHREAD-PROVIDE HOSE CAP NUT

NOTES:1. DRAIN ALL LOW POINTS AS INDICATED ABOVE.

2. WHERE SCALE POCKETS ARE SHOWN ON PIPE RISER DIAGRAMSAND/OR PLANS LOCATE DRAIN AT BOTTOM OF SCALE POCKET.

AIR VENT

1/2" [15mm]BALL VALVE

1/4" [8mm]COPPER TUBING

1/2" [15mm] x 4" [100mm]NIPPLE

CIRCULATING WATER PIPING

ELEVATION

NOTES:1. VENT ALL HIGH POINTS INDICATED ABOVE.2. IF AUTOMATIC AIR VENTS ARE USED, PIPE DISCHARGE TO DRAIN.

MVORAV

COIL

TEST PLUG (TYP.)

REDUCER, IF REQUIRED

WATER RETURN

MANUAL AIR VENT

UNION CONNECTIONS(TYP.)

WATER SUPPLY

SHUT OFF VALVE

DRAIN WITH HOSECONNECTION

MV

MODULATION CONTROL VALVE

COMBINATIONBALANCING ANDSHUT-OFF VALVE

HANGER STRAPS OR RODS

2500 [1133]1320 [598]

420 [190]ONE 1 [25] x 18 GA STRAP36 [900]

TWO 1/2 [13]Ø RODSTWO 3/8 [10]Ø. RODSONE 1 [25] x 16 GA STRAP

84 [2100]60 [1500]50 [1250] 700 [317]

ONE 1 [25] x 22 GA STRAP

QUANTITY/SIZEMAX. DUCT Ø

26 [650]

MAX. LOADLBS. [kg]

260 [119]

MAX.

144 [3658]

IN. [mm]SPACING

IN. [mm] IN. [mm]

144 [3658]144 [3658]144 [3658]144 [3658]

NOTE:TABULATED DATA FROM SMACNA ALLOWSFOR DUCT REINFORCING AND INSULATION,BUT NO EXTERNAL LOAD.

BAND

OVER 50"[1270mm]Ø

HANGER RODS

BAND OF SAMESIZE AS HANGERSTRAP

LOAD RATEDFASTENERS

50"[1270mm]Ø& UNDER

LAY-IN CEILING SUPPLY AIR DIFFUSER/RETURNAIR GRILLE/EXHAUST AIR GRILLE

STAINLESS STEEL TIGHTENING BANDWITH SCREWDRIVER OPERATOR

STAINLESS STEELTIGHTENING BANDWITH SCREWDRIVEROPERATOR

INSULATED ROUND GALV.SHEETMETAL DUCT

TYPICAL SUPPLY DUCT

OFFSET USING FLEXIBLE DUCT SHALL NOT REDUCE THEFREE AREA DUCT - DO NOT ALLOW DUCT TO BECOMEKINKED. 1/2 DUCT DIA OFFSET MAX. LENGTH ALLOWED

PROVIDE RIGID DUCT THRUINTERSTITIAL SPACE DECK. FIRECAULK THE PERIMETER OF DUCT.CORE DRILL OPENING ASREQUIRED.

U.L. LABELEDINSULATED FLEXIBLEDUCT (SEE SPEC)

FIEL

D V

ERIF

Y

NOTE:

1. FLEXIBLE DUCT CONNECTIONS WILL NOT BE ALLOWED, EXCEPT FOR SUPPLY DIFFUSERS IN LAY-INCEILINGS.

NOTE:

1.

2.

3.

DELETE INSULATION STAND-OFF ON DUCTWORK WITHOUT EXTERIOR INSULATION.

DETAIL SHOWS SINGLE BLADE DAMPER. DAMPER INSTALLATION SHALL BE SIMILAR FORMULTI-BLADE DAMPERS & ROUND DAMPERS.

INSULATE ALL SUPPLY AND REURN DUCTS.

INSULATION

DAMPER BLADE

1/8" [6mm]CLEARANCEALL AROUND

OUTSIDE END BEARING

INSIDE ENDBEARING

STAND-OFF HANDLEWITH LOCKINGQUADRANT

INSULATIONSTAND-OFF

1/2" [15mm]ROUND ROD PIN

DUCT

STIFFENBLADE ASREQUIRED

SIDEELEVATION

SECTION

STRAINER WITH BALL VALVEAND HOSE CONNECTION

BALANCING VALVE (TYP.)

1/2" BALL VALVE WITH

DRAIN HOSE CONNECTION

MANUAL AIR VENT.

MANUAL AIR VENT.

1/2" BALL VALVE

WITH HOSE CONNECTION

UNION (TYP.)

STRAINER

WWR

MODULATING CONTROL VALVE

SHUT OFF VALVE (TYP.)

WWS

NOTES:

6" MIN.COMPUTER ROOMCOOLING UNIT

FLEXIBLECONNECTOR(TYP)

1. PIPE AND FITTINGS SHALL NOT INTERFERE W/ACCESS TO EQUIPMENT.

PIPE CONDENSATE TO FLOOR DRAIN

2. INSTALL CRAC UNIT PER MANUFACTURERS INSTRUCTIONS

BAS TEMPERATURE SENSOR (TYP.)

DIELECTRIC UNION(INLET &OUTLET)

CONDENSATE DRAIN PANWITH INTERNAL TRAP

SMACNA FIGURE 4-645° LEED INRIGID DUCT TO AIRTERMINAL UNIT.

RECTANGULAR

MAIN SUPPLY

PLAN VIEW

FLOW

BELL MOUTHTAKEOFF.

FLOW

FLOW

CONICAL BRANCHTAKEOFF.

ROUND

MAIN SUPPLY

FLOW

FLOW

NOTE:

1.

2.

3.

RIGID STRAIGHT TERMINAL UNIT INLET LENGTH SHALL BE A MINIMUMOF 3 TIMES THE DIAMETER OF INLET

A BRANCH DUCT SERVING AN INDIVIDUAL BOX MAY BE THE SAME SIZE AS THEBOX INLET, PROVIDED THE EQUIVALENT LENGTH OF THE BRANCH DUCT, ASSHOWN, DOES NOT EXCEED 10 FEET (3 METERS). FOR LONGER LENGTHS,INCREASE THE DUCT SIZE AND PROVIDE A DUCT TRANSITION TO MAINTAIN THEDUCT STATIC PRESSURE DROP AT OR BELOW 0.2"/100' [1.64Pa/m].

COMPONENT ARRANGEMENT MAY VARY BY MANUFACTURER.PROVIDE INSULATION W/VAPOR BARRIER FOR CONNECTING DUCTSECTIONS.

AIR TERMINALUNIT (CV OR VAV)

DIFFUSER (TYP.)

SEE NOTE 3

CONICAL TAKEOFF

COMPONENT ARRANGEMENT MAY VARY BY MANUFACTURER.PROVIDE INSULATION W/VAPOR BARRIER FOR CONNECTING DUCTSECTIONS.

4. ALL VAV BOXES SHALL BE LABELED WITH ROOM NUMBER AS SHOWN INSCHEDULE.

DRAIN LINE SHALL BE AT LEAST THESAME SIZE AS THE NIPPLE ON THE DRAINPANPIPING SHALL BE RIGID COPPER TYPE LOR TYPE M UNLESS NOTE BELOW IS MET

PITCH DOWNTOWARD DRAIN

CLEAN OUT

FLOOR SINK

DRAINPAN

NOTE:

1. CPVC PIPE MAY BE USED ONLY IF APPROVED BYLOCAL COR AND IS INDOORS AND DOES NOT PASS THROUGHRATED BARRIERS.

2. DIELECTRIC FITTING TO BE USED WHEN TWO DISSIMILARMETALS ARE TO BE CONNECTED.

[25mm

] DIELECTRICFITTING

AB

1"

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:1

7 PM

RLB BMK

1331 - MH6.21

MECHANICAL DETAILS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 23 OF 49

CD ISSUE 01/19/2018

NOT TO SCALE2 DUCTWORK RADIUS ELBOWS

NOT TO SCALE1 ROUND DUCT HANGER

NOT TO SCALE6 EXHAUST OR RETURN BRANCH DUCTWORK

NOT TO SCALE3 DUCTWORK SQUARE VANE ELBOWS

NOT TO SCALE7 DUCTWORK TRANSITIONS (WITH EQUIPMENT MOUNTED IN DUCT)

NOT TO SCALE4 FLEXIBLE AIR DUCT CONNECTOR

NOT TO SCALE5 VOLUME DAMPER DETAILNOT TO SCALE11 DRAIN VALVE AND AIR VENT CONNECTIONS (HYDRONIC SYSTEMS)

NOT TO SCALE12 TERMINAL UNIT WATER COILS - PIPING CONNECTIONS

NOT TO SCALE13 CEILING MOUNTED CRAC UNIT PIPING DETAIL

NOT TO SCALE9 ALTERNATE SUPPLY DUCT TAKEOFF - AIR TERMINAL UNITS

NOT TO SCALE8 DUCT CONNECTIONS-AIR TERMINAL UNITS

NOT TO SCALE10 DRAIN TRAP AND CLEAN OUT

ANALOG INPUTS ANALOG OUTPUTS DIGITAL INPUTS DIGITAL OUTPUTS PROGRAMS

POINT DESCRIPTION Inte

rope

rabl

eG

raph

icTe

mpe

ratu

reR

elat

ive

Hum

idity

Air Q

ualit

y (C

O)

Sta t

ic P

res s

ure

Diff

eren

tial P

ress

u re

CFM

GPM

BTU

HKW KW

HC

urre

ntVa

l ve

Mod

ulat

ion

Dam

per M

odul

atio

nVF

D M

odu l

atio

nEl

ectri

c R

e hea

t Con

trol

Set p

oint

Adj

ustm

e nt

Tem

pera

ture

Sw

it ch

Pre s

sure

Sw

itch

Flow

Sw

itch

Sta t

us (o

p en/

clos

e)Sc

h edu

le O

verri

d eO

ccup

ancy

Se n

ser

Sta r

t/Sto

pO

pen/

Clo

s eEn

a ble

/dis

able

Tim

e Sc

hedu

ling

Dem

and

L im

iting

Opt

imal

St a

rt St

opR

eset

Eve n

t Pro

g ram

DD

C -

Tre n

d

REMARKS

Zone Temperature (Room Thermostat)Occupied Set Point

AirflowMinimum CFM

Motorized Damper

VAV Reheat Valve

DDC CONTROL POINTS LIST (INTERIOR VAV)

X X X X XX X X X

XX X

XX

X

XX

XXXXX

X X X

X X XX

ANALOG INPUTS ANALOG OUTPUTS DIGITAL INPUTS DIGITAL OUTPUTS PROGRAMS

POINT DESCRIPTION Inte

rope

rabl

eG

raph

icTe

mpe

ratu

reR

elat

ive

Hum

idity

Air Q

ualit

y (C

O)

Sta t

ic P

res s

ure

Diff

eren

tial P

ress

u re

CFM

GPM

BTU

HKW KW

HC

urre

ntVa

l ve

Mod

ulat

ion

Dam

per M

odul

atio

nVF

D M

odu l

atio

n

Set p

oint

Adj

ustm

e nt

Tem

pera

ture

Sw

it ch

Pre s

sure

Sw

itch

Flow

Sw

itch

Sta t

us (o

p en/

clos

e)Sc

h edu

le O

verri

d eO

ccup

ancy

Sen

ser

Sta r

t/Sto

pO

pen/

Clo

s eEn

a ble

/dis

able

Tim

e Sc

hedu

ling

Dem

and

L im

iting

Opt

imal

St a

rt St

opR

eset

Eve n

t Pro

g ram

DD

C -

Tre n

d

REMARKS

Zone Temperature (Room Thermostat)Occupied Set Point

AirflowMinimum CFM

Motorized Damper

VAV Reheat ValveZone Humidity

DDC CONTROL POINTS LIST (INTERIOR VAV w/Zone Humidity)

X X X X XX X X X

XX X

XX

X

XX

XXXXX

X X X

X X XXX XX X

CONTROL SYMBOLS

AI ANALOG INPUTAO ANALOG OUTPUTBI BINARY INPUTBO BINARY OUTPUTDA DISCHARGE AIRDX DIRECT EXPANSION COOLINGEA EXHAUST AIRHG HOT GAS REHEATHW HOT WATERNC NORMALLY CLOSEDNO NORMALLY OPENEDSA SUPPLY AIRRA RETURN AIRSF SUPPLY FANRF RETURN FANVFD VARIABLE FREQUENCY DRIVE

CT

M MOTOR OR ACTUATOR

T

CONTROL TRANSFORMER

THERMOSTAT

SMOKE DETECTORS

F INTEGRAL FLOW STATION

H HUMIDISTAT

HUMIDIFIERH

THERMOMETER

PRESSURE CONTROLLERP

P PRESSURE SENSOR

AI - Zone Temp

DASA

T

AI - Discharge Air Temp

AO - Zone Damper

AO - Reheating Valve

M

HWS HWR

M

HW

AI - Airflow T

AO - Zone Setpoint Adjust

H AI - Zone Humidity(where shown)

DA T

AI - ZONE SETPOINT ADJUST

AI - ZONE TEMPERATURE

RA

M

BI - FAN STATUS

BO - FAN START/STOP

CT

BO - COND. WATER

AO - COND. WATER VALVE

T

RELIEF AIRHST

HS T

HS

HST

HST

PT PT

SOUTH WALL

OUTSIDE AIR

OUTS

IDE

AIR

TEMP

ERAT

URE

OUTS

IDE

AIR

HUMI

DITY

EXHA

UST D

AMPE

RMO

DULA

TE

MIXE

D AI

R DA

MPER

SMO

DULA

TE

MIXE

D AI

RTE

MPER

ATUR

E

IFB S

TEAM

COI

L VAL

VEMO

DULA

TE

STEA

M HU

MIDI

FIER

VALV

EMO

DULA

TE

LOW

TEMP

ALAR

M

CW C

OIL V

ALVE

MODU

LATE

SUPP

LY FA

NSSP

EED

SUPP

LY A

IRTE

MPER

ATUR

E

DUCT

HIG

H ST

ATIC

ALAR

M

DUCT

PRES

SURE

SUPP

LY A

IRAI

RFLO

W S

ENSO

R(S)

DUCT

STA

TICPR

ESSU

RE S

ENSO

R

SUPP

LY A

IRHI

GH LI

MIT H

UMID

ITY

DUCT

HIG

H ST

ATIC

ALAR

M

RETU

RN A

IRHU

MIDI

TY

RETU

RN A

IRTE

MPER

ATUR

E

RETU

RN A

IRHU

MIDI

TY

RETU

RN A

IRTE

MPER

ATUR

E

RETU

RN A

IR FA

NST

ATUS

RETU

RN A

IR FA

NSP

EED

(2x V

FDs)

RA A

IR P

LENU

MPR

ESSU

RE

PREF

ILTER

PRES

S. D

IFF.

NCCHWR

CHWS

M

M

M

M

T

ASD

ASD

RF-54

PT

SO

R

TOFACP

HEAT

ING

COIL

COOL

ING

COIL

SF-54

SF-54

NC

NO

NC

OUTSIDE

FINAL

FILT

ERPR

ESS.

DIFF

.

SUPP

LY FA

NSST

ART S

TOP

SUPP

LY FA

NSST

ATUS

SUPPLY AIR DUCT MAIN SENSORS-SUPPLY DUCT STATIC PRESSURE (existing)-SUPPLY DUCT AIRFLOW SENSOR (existing)-HIGH LIMIT HUMIDITY SENSOR (existing)

RETURN AIR DUCT MAIN SENSORS-Integrate existing airflow monitors, if available-PROVIDE NEW RETURN AIR TEMPERATURE-PROVIDE NEW RETURN AIR HUMIDITY

RETU

RN A

IR FA

NST

ART/S

TOP

(x2)

PT

AFTE

R FIL

TER

PRES

S. D

IFF.

HEAT

ING

HUMI

DIFIE

R PA

N

MPS

MPC

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:1

9 PM

RLB BMK

1331 - MH6.22

CONTROL SYMBOLS ANDDIAGRAMS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 24 OF 49

CD ISSUE 01/19/2018

NOT TO SCALE3 HOT WATER VAV BOX CONTROL DIAGRAM 1" = 1'-0"2 COMPUTER ROOM AC CONTROL DIAGRAM

A. System Description: CRAC unit with integral water cooled condensing unit serves Cath Labequipment room to provide supplemental cooling.

B. Schedule: System Occupied/Unoccupied Schedule.C. HVAC Set points

a. Space temperature;b. Condenser water leaving temperature.

D. Sequences of Operationa. Occupied Mode

i. Supply fan shall run continuously at high speed.ii. Compressor shall cycle to maintain space temperature set

point, 78F (adjustable).iii. Condenser water control valve shall modulate to maintain

maximum return water temperature of 95F (adjustable).b. Unoccupied Mode

i. Supply fan shall cycle between off, low speed and high speed as necessary.

ii. Compressor shall cycle to maintain space temperature set point, 78F (adjustable).

iii. Condenser water control valve shall modulate to maintain maximum return water temperature of 95F (adjustable).

E. Safetya. BAS shall alarm If space temperature falls below 59F or rises

above 82F.b. BAS shall alarm and disable compressor upon high water condition in evaporator drain

pan.

NOT TO SCALE1 AIR HANDLING UNIT CONTROL DIAGRAM

Humidifier Drain - High Water Shutdown X X XCooling Coil Drain - High Water Shutdown (2) X X XLow Supply Air Temp XHigh Supply Air Temp XLow Return Air Temp XHigh Return Air Temp XLow Return Air Humidity XHigh Return Air Humidity XLow Mixed Air Temp XHigh Mixed Air Temp XLow Supply Air Humidity XHigh Supply Air Humidity XLow Supply Air Temp XHigh Supply Air Temp XSupply Fan Failure XHigh Return Air Negative Static Pressure XHigh Return Air Positive Static Pressure XHigh Supply Air Static Pressure XSchedule X XEmergency Shutdown X X X XFinal Filter Differential Pressure Setpoint X X X XAfter Filter Differential Pressure Setpoint X X X XPrefilter Differential Pressure Setpoint X X X XHumidifier Setpoint X XDehumidification Setpoint X X XEconomizer Mixed Air Temp Setpoint X X XOutside Air Temp X XSupply Air Temp Setpoint X X XReturn Air Static Pressure Setpoint X X XSupply Air Static Pressure Setpoint X X XHumidifier Enable X XChilled Water Valve X X XSupply Fan Start/Stop (2) X X XSupply Fan Status (2) X X XSupply Fan VFD Fault (2) X X XSupply Air Smoke Detector X X X XReturn Air Smoke Detector X X X XHigh Static Shutdown X X X XFreezestat - CC X X X XFreezestat - HC X X X XSteam Humidifier Valve X X XRelief Air Damper X X XReturn Air Damper X X XOutside Air Damper X X XSteam Integral F&B Damper D1 X X XSteam Heating Valve V2 X X XSteam Heating Valve V1 X X XReturn Fan VFD Speed X X XSupply Fan VFD Speed (2) X X XLeaving CC Temp X X X XLeaving HC Temp X X X XSupply Air Temp X X XReturn Air Temp X X XReturn Air Humidity X X XMixed Air Temp X X XSupply Air Humidity X X XSupply Air Static Pressure X X X X

Point Name AI AO BI BO AV BV Sched Trend Alarm Show On GraphicHardware Points Software Points

AHU CONTROL POINTS - 70-AHPS-54

System Description: Existing AHU54 is being modified to deliver improved air treatmentand distribution for the area including remodeled Cath Lab 2. The unit consists of existingsupply fans in an array of two operating in parallel with variable frequency motorcontrollers, collectively referred to as SF-54; an existing return fan, RF-54, to operate inconjunction with SF-54; an existing steam pre-heat coil; an existing steam humidifier; anexisting cooling coil; and new filter banks. The system will continue to serve other spacesas well as the Cath Labs, such as patient rooms and offices on levels 3 and 4.Schedule: System Occupied/Unoccupied Schedule.Controlled Equipment:

SF-54: Two supply fans with individual variable frequency motor controllers, operated in parallel;RF-54: Return fan with variable frequency motor controller;HC-54: Steam pre-heat coil with modulating control valve V1 (1/3 total capacity),two-position control valve V2 (2/3 total capacity), and modulating integral face and bypass dampers, D1;H-54: Steam humidifier with modulating control valve;CC-54: Chilled water coil with modulating control valve;Return air damper;Relief air damper;Outside air damper.

HVAC Set pointsSupply air duct static pressure;Return air duct static pressure;Supply air temperature;Supply air humidity;Mixed air temperature;Mixed air humidity;Preheat coil discharge air temperature.

Safety Shutdowns:The unit shall shut down and generate an alarm upon receiving any emergencyshutdown signal. Supply fan(s) and return fan shall be disabled. Outside air andrelief air dampers shall close, and return air damper shall open. During emergency shut-down, the pre-heat coil control valve shall modulate to maintaina discharge air temperature of 70F (adjustable).Emergency shutdowns are indicated for the following conditions:

Return air smoke detectionSupply air smoke detectionGeneral fire alarmFreeze stat signalHigh supply duct static pressure signalHigh positive return duct static pressure signalHigh negative return duct static pressure signal

Partial shutdowns are indicated for the following conditions:High cooling coil condensate drain pan water level - close the chilled water control valve and generate alarmHigh humidifier drain pan water level - close the humidifier steam control valve and generate alarm

Sequences of OperationSupply Fan Array Control

Using variable frequency drives, modulate the speed of the supply fansin unison to maintain supply duct static pressure set point of 1.0 inchesw.g. (adjustable).If supply fan VFD frequency falls below 15 Hz for ten minutes (adjustable), disable one supply fan.Maintain minimum supply fan VFD frequency of 12 Hz.If operating supply fan VFD frequency rises above 60 Hz for ten minutes (adjustable), enable second supply fan.Rotate sequence of disabling supply fans every seven days to maintainapproximately equal total run hours on each fan motor.Upon a failure of either supply fan or associated VFD, the supply fan shall continue to operate at maximum capacity, and the BAS shall generate an alarm.

A.

B.C.

D.

E.

F.

a.

b.c.

d.e.f.g.h.

a.b.c.d.e.f.g.

a.

b.

c.

i.ii.iii.iv.v.vi.vii.

a.i.

ii.

iii.

iv.

v.

AIR HANDLING UNIT 70-AHPS-54 SEQUENCE OF OPERATIONS

A. System Description: VAV supply terminal units with reheat coils serving invasive procedurerooms are programmed to operate at full capacity of 25 air changes per hour duringoccupied hours, and reduced capacity of 12.5 air changes per hour during unoccupiedhours. VAV return terminal units operate at full capacity to maintain design differentialairflow between the supply and return system.

B. Schedule: System Occupied/Unoccupied Schedule.C. Controlled Equipment:

a. VAV-AHU3H-105D, VAV-AHU3H-105E: Two VAV supply terminal units with hot water reheat coils, operated in parallel;

b. VAV-AHU3H-105F: VAV return terminal unit.D. HVAC Set points

a. Space temperature;b. Supply airflow;c. Return airflow.

E. Sequences of Operationa. Occupied Mode

i. Modulate supply air valve to maintain design supply airflow.ii. Modulate heating coil control valve to maintain occupied space

temperature set point, 68F (user adjustable)iii. Modulate return air valve to maintain design airflow differential.

b. Unoccupied Modei. Modulate supply air valve to maintain 50% of design occupied

supply airflow.ii. Modulate heating coil control valve to maintain space temperature

set point, 68F (adjustable)iii. Modulate return air valve to maintain 100% of design occupied

airflow differential.

VAV TERMINAL UNITS CATH LAB 2SEQUENCE OF OPERATIONS

A. System Description: VAV supply terminal units with reheat coils serving spaces adjacent to and nearbyinvasive procedure rooms are programmed to operate at full capacity during occupied hours, and at aminimum of 50 percent of design airflow during unoccupied hours.

B. Schedule: System Occupied/Unoccupied Schedule.C. Controlled Equipment:

a. VAV-AHU3H-100: VAV supply terminal unit with hot water reheat coil;b. VAV-AHU3H-101: VAV supply terminal unit with hot water reheat coil;c. VAV-AHU3H-104: VAV supply terminal unit with hot water reheat coil;d. VAV-AHU3H-105A: VAV supply terminal unit with hot water reheat coil;e. VAV-AHU3H-105B: VAV supply terminal unit with hot water reheat coil;f. VAV-AHU3H-105C: VAV supply terminal unit with hot water reheat coil.

D. HVAC Set pointsa. Space temperature;b. Supply airflow;c. Return airflow.

E. Sequences of Operationa. Occupied Mode

i. Modulate supply air valve to maintain design supply airflow.ii. Modulate heating coil control valve to maintain occupied space temperature

set point, 70F (adjustable)b. Unoccupied Mode

i. Modulate supply air valve to maintain design minimum airflow. ii. Modulate heating coil control valve to maintain occupied space temperature

set point, 70F (adjustable)

VAV TERMINAL UNITS ANCILLARY SPACESSEQUENCE OF OPERATIONS

i.

ii.

COMPUTER ROOM AIR CONDITIONING UNITSEQUENCE OF OPERATIONS

Return Fan ControlUsing variable frequency drive, modulate the speed of the return fan tomaintain return duct static pressure set point of 0.1 inches w.g. (adjustable).Maintain minimum return fan VFD frequency of 12 Hz.

Economizer Control - EnthalpyDuring occupied hours, minimum outside air flow shall be 20% (adjustable) of current total supply air flow.Modulate relief damper, return damper, outside air intake damper to maintain mixed air temperature at dehumidification temperature set point, 49F (adjustable).Upon rise in mixed air temperature above dehumidification temperatureset point, enable chilled water cooling coil. If outside air enthalpy is below return air enthalpy, increase outside airflow to 100%. If outsideair enthalpy is above return air enthalpy, decrease outside air to minimum rate.

Pre-heat Coil ControlWhen there is no call for heating, position integral face and bypass dampers to full bypass.Upon initial call for heating, position IFB dampers D1 to full face, and modulate control valve V1 to maintain discharge air temperature set point 55F (adjustable).Upon continued fall in discharge air temperature, open two-position control valve V2 and modulate integral face and bypass dampers to maintain discharge air temperature set point.Reverse sequence as discharge air temperature rises.

Humidifier ControlOn call for humidification return air sensor RH sensor or space user override, the 3/4" solenoid for heating humidifier pan shall fully open.Upun reaching full temperature, modulate humidifier steam control valveto maintain discharge air dew point temperature of 55F (adjustable).

Maintain high limit safety of 85% RH on discharge air.Interlock with airflow sensors to lock out humidifier operationwhen AHU is shut down.

When return air RH or space RH is satisfied +/- 2% with control valveat minimum position, close humidifier control valve and drain pan solenoid valve.Level indicator float switch within pan shall act as an internal safety toshut off humidifier control valve. Solenoid valve shall remain open, andalarm indication shall be signaled to BAS

Cooling Coil ControlUpon call for cooling, modulate chilled water control valve to maintain dehumidification temperature set point of 49F (adjustable).

Smoke PurgeSmoke purge cycle may be initiate automatically by a smoke interlocksequence in the ECC in a zone served by this system, or by fire protection water flow in a zone served by this system. The cycle may also be initiated manually by the ECC operator. Smoke dampers are sent into a predetermined position based on the smoke zone in alarmby solenoid air valves to allow them to be opened or closed by an operator at the building automation computer programmed with the damper positions specified in the smoke cycle chart. Low limit thermostat shall be inoperative. The humidifier and cooling coil valvesshall be closed. The pre-heat coil control valves shall be fully open, andthe IFB dampers shall modulate to maintain discharge air temperatureset point of 55F (adjustable).Coordinate smoke control damper sequencing with smoke alarm system.

b.

c.

d.

e.

f.

g.

i.

ii.

iii.

i.

ii.

iii.

iv.

i.

ii.

i.

i.

ii.

iii.

iv.

i.

ii.

1.2.

HVAC DESIGN DATAOUTSIDE DESIGN

CRITERIAMINNEAPOLIS, MN

SUMMER: 87.9°F Db/ 72.3°F wbWINTER: -13.4°F

INTERIOR DESIGN CRITERIA SUMMER WINTERDb HUMIDITY (%rh) Db HUMIDITY (%rh)

CARDIAC CATH 68°F 50 68°F 20CONTROL ROOM 75°F 60 70°F 20

EQUIPMENT ROOM 75°F 60 70°F 20SOILED NA NA NA NA

AIR TERMINAL UNIT SOUND REQUIREMENTSMAXIMUM SOUND POWER LEVEL (Re: 10-12 WATTS) FOR BOX DISCHARGE AT MAXIMUM INLET DUCT SP.

OCTAVE BAND & MID-FREQUENCY (CPS)ROOM NC125 250 500 1000 2000 30002 3 4 5 6 7

25 48 41 35 31 29 2830 58 53 49 45 43 4035 62 57 53 50 48 4540 66 62 57 55 53 5045 69 66 62 60 58 55

NOTES:1. REFER TO AIR TERMINAL SCHEDULE FOR INDIVIDUAL UNIT VALUE.2. THE MAXIMUM SOUND POWER LEVELS LISTED ARE BASED ON THEROOM ATTENUATION OF 5 Db AND AN ALLOWANCE FORDISCHARGE DUCTWORK.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

1/8" = 1'-0"

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:2

7 PM

RLB BMK

1331 - MH7.21

MECHANICAL SCHEDULES

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 25 OF 49

CD ISSUE 01/19/2018

3.) GPM MINIMUM IS 0.5 GPM.2.) HEATING COIL PERFORMANCE BASED ON 100% WATER SOLUTION, LWT OF 110F.

NOTES: 1.) BASIS OF DESIGN IS ENVIRO-TEC MODEL SDR-SA VAV TERMINAL UNIT WITH INTEGRAL HYDRONIC COIL.

70-VAV-AHU3H-105F 3H-105 SDR-SA-16 2920 1460 0.25 <30 N/A N/A N/A N/A N/A N/A N/A N/A N/A 170-VAV-AHU3H-105E 3H-105 SDR-SA-14 1645 830 0.39 <30 36.1 1645 20 17.5 2 70 7.3 120 20.4 1, 2, 370-VAV-AHU3H-105D 3H-105 SDR-SA-14 1555 780 0.70 <30 34.1 1555 16 15 2 70 6.9 120 18.2 1, 2, 370-VAV-AHU3H-105C 3H-105C SDR-SA-04 200 100 0.38 <30 4.4 200 10 10 2 70 0.9 120 0.2 1, 2, 370-VAV-AHU3H-105B 3H-105B SDR-SA-04 110 60 0.11 <30 2.5 110 10 10 2 70 0.5 120 0.1 1, 2, 370-VAV-AHU3H-105A 3H-105A SDR-SA-04 160 80 0.24 <30 3.6 160 10 10 2 70 0.8 120 0.2 1, 2, 370-VAV-AHU3H-104 3H-104 SDR-SA-04 80 40 0.06 <30 1.8 80 10 10 2 70 0.5 120 0.1 1, 2, 370-VAV-AHU3H-101 3H-101 SDR-SA-04 170 90 0.27 <30 3.8 170 10 10 2 70 0.8 120 0.2 1, 2, 370-VAV-AHU3H-100 3H-100 SDR-SA-04 120 60 0.14 <30 2.7 120 10 10 2 70 0.6 120 0.0 1, 2, 3

BOX NO. SERVING MODEL NO. DESIGN CFM MIN CFM APD DISCH NC MBH CFM W H ROWS LAT GPM EWT WPD NOTES

HEATING WATER REHEAT COIL

SINGLE DUCT TERMINAL BOX SCHEDULE

3.) PROJECTED PERFORMANCE WITH ONE FAN FAILED - 4,525 CFM AT 2.18 INCHES W.G. STATIC PRESSURE.2.) SOUND POWER LEVEL IN NORMAL OPERATION MODE AT FAN OUTLET.

NOTES: 1.) EXISTING SUPPLY FANS. REBALANCE TO NEW DESIGN CONDITIONS.

54 FANWALL HPF-A100-20 70-AHPS-54 ARRAY 6,500 4.5 DIRECT 2 3490 3.54 7.08 1 3965 4.06 4.06 86 80 79 87 82 81 75 64 MECH MECH 480/3 45SF HUNTAIR AIRFOIL PLENUM

1, 2, 3

NUMBER TYPE "W.C. FANS RPM EACH TOTAL FANS RPM EACH TOTAL 63 125 250 500 1K 2K 4K 8K BY BY VOLT/PH HPMARK MANUFACTURER MODEL SERVES FAN CFM PRESS DRIVE NUMBER FAN BHP BHP NUMBER FAN BHP BHP AT OCTAVE BAND CENTERS (HZ) VFD DISC NOTES

STATIC NORMAL OPERATION ONE FAN DISABLED MAXIMUM SOUND POWER - Lw (dB) ELEC

FAN PERFORMANCE SCHEDULE

NOTES: EXISTING HUMIDIFICATION COIL TO REMAIN.

H-54 70-AHPS-54 --- --- --- 6500 57.00 48.15 58.00 56.22 114.7 15.0 --- --- --- --- ---TAG MANUFACTURER MODEL CFM DB WB DB WB LB/HR PSIG MANIFOLDS INCHES INCHES INCHES MAX IN WC

EQPT AHU-ID TYPE BASIS OF DESIGN AIRFLOW EAT LAT CAPACITY PRESSURE OF LENGTH SPACING DISTANCE APD NOTESSTEAM INLET STM NUMBER MANIFOLD TUBE ABSORPTION

AIR HANDLING UNIT - HUMIDIFIER SCHEDULE

G TITUS PAR EXHAUST DUCT MNTD. ALUMINUM AS NOTED 12x12 SURFACE 30 OR LESS STANDARD NOT USED IN CATH 2 AREAF TITUS PAR RETURN DUCT MNTD. STEEL AS NOTED AS NOTED SURFACE 30 OR LESS STANDARDE TITUS PAS SUPPLY DUCT MNTD. STEEL AS NOTED 24x24 SURFACE 30 OR LESS STANDARDD TITUS PAR RETURN DUCT MNTD. STEEL AS NOTED 24x24 LAY-IN 30 OR LESS STANDARDC TITUS PAS SUPPLY DUCT MNTD. STEEL AS NOTED 24x24 LAY-IN 30 OR LESS STANDARDB TITUS 350RLF1SS RETURN DUCT MNTD. STAINLESS AS NOTED AS NOTED WALL MOUNT 30 OR LESS STANDARD 1" FILTER FRAMEA PRECISION AIR LAMI-VENT-A SUPPLY DUCT MNTD. STAINLESS AS NOTED AS NOTED LAY-IN 30 OR LESS STANDARD INTEGRAL TO CEILING SYSTEM

No. CONTROL SIZE SIZE STYLE (NC)UNIT MANUFACTURER MODEL DUTY VOLUME MATERIAL CONNECTION UNIT FRAME SOUND FINISH NOTES

BASIS OF DESIGN

GRILLE, REGISTER & DIFFUSER SCHEDULE

RESPONSIBILITY OF THE INSTALLING CONTRACTORMODIFICATION OF DUCTWORK DIMENSIONS SHALL BE THE

NOTES: ANY CHANGE TO AFMS REQUIRED BY CONTRACTOR INITIATED

AFMS-6 AHU-54 RETURN 20" DUCT 1AFMS-5 AHU-54 SUPPLY 12" DUCT 1AFMS-4 AHU-54 SUPPLY 12" DUCT 1

EQUIPMENT TAG AHU SERVICE DUCT SIZE MOUNTING TYPE NOTES

AIR FLOW MEASURING STATION SCHEDULE

5. PROVIDE INTEGRAL UNIT MOUNTED SUPPLY/RETURN GRILLE FOR MOUNTING IN 24X48 CEILING GRID. 4. PROVIDE HOT GAS BYPASS CAPACITY CONTROL. 3. PROVIDE 2-WAY CONDENSER WATER CONTROL VALVE. 2. PROVIDE REMOTE THERMOSTAT AND HUMIDITY SENSOR. 1. REFRIGERANT R-407CNOTES:

CRAC-2 LIEBERT MMD20W EQUIPMENT 3H-105A 750 0.3 1/5 277/1 80.0 62.8 --- --- 21.8 19.8 85.0 101.2 3.3 7.0 --- --- --- MERV 8 277/1 10.3 12.5 20 1,2,3,4,5NO. & MODEL HP VOLTS/PH DB WB DB WB MBH MBH DEG F DEG F GPM FT TYPE VOLT/PH FLA MCA MOCPUNIT MANUFACTURER LOCATION

CFM ESP MOTOR EAT LAT TOTAL SENS. EWT LWT FLOW HD

TYPE KW LB/HRFILTER

NOTES

SUPPLY FAN SECTION EVAPORATOR COIL CONDENSER DATA HUMIDIFIER ELECTRICAL DATA

COMPUTER ROOM COOLING UNIT SCHEDULE

3.) REFER TO SECTION 23 40 00 AIR CLEANING DEVICES FOR ADDITIONAL INFORMATION.2.) CABINET DIMENSIONS SHOWN ARE APPROXIMATE. SUCCESSFUL BIDDER SHALL FIELD VERIFY ACTUAL FILTER RACK SIZE TO FIT EXISTING AIR HANDLING UNIT.

NOTES: 1.) PROVIDE CUSTOM FABRICATED FILTER RACK TO ACCOMMODATE FILTER MODULES WITHIN EXISTING CABINET.

AHUFF-54 70-AHPS-54 50"x75" 6,500 6 0 12 24 2,388 271 0.44 0.88 HEPA 1, 2, 3AHUAF-54 70-AHPS-54 50"x75" 6,500 6 0 6 24 750 271 0.27 0.54 14 1, 2, 3AHUPF-54 70-AHPS-54 50"x75" 6,500 6 0 6 24 630 271 0.14 0.28 11 1, 2, 3

TAG WxH CFM 24X24 24X12 INCHES AREA (SF) AREA (SF) FPM IN. W.G. IN. W.G. RATINGFILTER AHU-ID SIZE AIRFLOW MODULES MODULES DEPTH FACE MEDIA VELOCITY APD APD MERV

CABINET NUMBER NUMBER FILTER TOTAL GROSS FACE INITIAL FINAL NOTES

AIR FILTER SCHEDULE

1. EXISTING STEAM COIL TO REMAIN.NOTES:

HC-S54 70-AHPS-54 CATH LAB 2 41"x45" 6,500 STM 1 2 11 15 608 0.28 -18 72 632.0 676.9 1TAG WxH CFM INCH FV APD (IN) DB DB MBH LB/HRCOIL AHU ID SERVING COIL SIZE AIRFLOW TYPE NUMBER ROWS FINS/ PSIG MAX MAX EAT LAT TOTAL STEAM NOTES

STEAM COIL

STEAM HEATING COIL SCHEDULE

NOTES: 1.) EXISTING CHILLED WATER COIL TO REMAIN. REBALANCE TO NEW CONDITIONS.

CC-54 70-AHPS-54 50"x75" 39"x34.5" 6500 CHW 2 6 9 348 0.43 78.2 64.5 49.6 49.3 269.7 44.0 53.0 N/A 0.0 60.0 9.4 1

TAG WxH WxH INCH FV APD (IN) DB WB DB WB MBH EWT LWT TYPE CONC. % GPM FT WC

COIL AHU-ID SIZE SIZE CFM TYPE NUMBER ROWS FINS/ MAX MAX EAT LAT TOTAL GLYCOL GLYCOL WPDCABINET COIL AIRFLOW COOLING COIL NOTES

CHILLED WATER COOLING COIL SCHEDULE

2. ALL FILTER SIZES SHALL BE 24"X24" OR 24"X12" NOMINAL DIMENSION. MAXIMUM NOMINAL FILTER FACE VELOCITY SHALL BE 280 FPM.1. AIR HANDLING UNIT TOTAL AIRFLOW INCLUDES AN ALLOWANCE FOR 5% DUCT LEAKAGE PLUS 5% SAFETY FACTOR.NOTES:

70-AHPS-54 EXISTING 50"W x 75"H x 326"L 6,500 1,300 EXISTING 1.8 6.0 MECH EXISTING MERV-11 NA MERV-14 EXISTING EXISTING EXISTING HEPA 1,2NO. & MODEL NO. DIMENSIONS CFM AIR (CFM) FAN IN. WC IN. WC VFD FAN 1 2 FILTER COIL COIL FILTERUNIT MANUFACTURER CABINET AIRFLOW OUTSIDE SUPPLY ESP TSP RETURN PREFILTER PREFILTER AFTER PREHEAT HUMIDIFIER COOLING FINAL NOTES

INTERIOR TOTAL MINIMUM

AIR HANDLING UNIT REBUILD SCHEDULE

KEYED SHEET NOTES GENERAL SHEET NOTES

VW

10

11

12

13

2

1

1

1

1

EX. 4" W

4"

4"

EX. 4" W

EX. OXYGEN LINE UP, SEE 1/PL1.22 FOR CONTINUATIONL

EX. 2" W

EX. 3/4" CONDENSATEWASTE

EX. 2" W

EX. 2" W

EX. 3/4" CONDENSATE UP,SEE 1/PL1.22 FORCONTINUATION

EX. 2" W UP, SEE 1/PL1.22FOR CONTINUATION

EX. 2" W UP, SEE 1/PL1.22FOR CONTINUATION

EX. 2" W UP, SEE 1/PL1.22FOR CONTINUATION

3

3

EX. OXYGEN LINE UP, SEE 1/PL1.22 FORCONTINUATION

2

EX. W

EX. W

1 DEMOLISH EXISTING SANITARY WASTE PIPING UP TO FLOORABOVE, SEE 1/PL1.22 FOR CONTINUATION. DO NOT ABANDONIN PLACE.

2 DEMOLISH EXISTING MEDICAL GAS PIPING UP TO EXISTINGCATH LAB SERVICE PEDESTAL. SEE 1/PL1.22 FORCONTINUATION.

3 DEMOLISH EXISTING SANITARY WASTE PIPING TO POINTSHOWN. PREPARE REMAINING PIPE FOR NEW CONNECTION,SEE PL2.21.

C. EXISTING PIPE, DUCT AND EQUIPMENT LOCATIONS ARE BASEDON EXISTING DRAWINGS AND/OR FIELD OBSERVATION ANDSHALL NOT BE CONSIDERED 100% ACCURATE. CONTRACTORSHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTINGCONDITIONS.

A.

30 DAY NOTICE TO VA REQUIRED FOR ALL MEDICAL GASSHUTDOWNS.

B.

ALL MEDICAL GAS SHUTDOWNS SHALL BE SCHEDULED FOR8:00 PM-5:00 AM THE NEXT DAY, OR ON SATURDAY ORSUNDAY. COORDINATE ALL INTERRUPTIONS OF SERVICEWITH COR.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:2

9 PM

RLB BMK

1331 - PL1.21

LEVEL 2 INTERSTITIAL PLUMBINGAND MEDICAL GAS DEMOLITIONPLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 26 OF 49

CD ISSUE 01/19/2018 1/4" = 1'-0"1 LEVEL 2 - INTERSTITIAL PLUMBING AND MEDICAL GAS DEMOLITION PLAN

KEYED SHEET NOTES KEYED SHEET NOTES GENERAL SHEET NOTES

VW

10

11

12

13

1

1

1

2

5

3

3

EX. O2, MA, AND MVVALVE BOX AND PIPINGTO REMAIN

4

3

OFFICE3H-100A

OFFICE3H-100B

CONTROL3H-102

SCRUB3H-102A

OFFICE3H-100C

CATHLAB 23H-105

SUPPLY3H-103

EQUIPMENT3H-104

OFFICE3H-101

HALL3H-100

2

1

2" W AND 1-1/2" V FOR EX. CRAC UNIT

ABANDONED HW, CW,W AND V PIPING INWALLS TO BEREMOVED

1

3/4" W FOR EX. CRAC UNIT

1 DEMOLISH EXISTING PLUMBING FIXTURE AND ASSOCIATEDEXISTING W, V, CW, AND HW PIPING. DOMESTIC WATERLINES SHALL BE CAPPED 2 PIPE DIAMETERS FROM AT MAINSIN INTERSTITIAL SPACE ABOVE. WASTE LINE SHALL BECAPPED AT MAIN IN INTERSTITIAL SPACE BELOW. NO PIPINGSHALL BE ABANDONED IN PLACE. COORDINATE FLOORPATCHING WITH GENERAL CONTRACTOR

2

3 DEMOLISH MEDICAL GAS OUTLETS AND PIPING UP TOINTERSTITIAL SPACE, SEE 2/PL1.22 FOR CONTINUATION.

4

5

DEMOLISH EXISTING SERVICE PEDESTAL. DEMOLISH MEDICALGAS PIPING DOWN TO 2RD FLOOR INTERSTITIAL SPACE ANDUP TO 3RD FLOOR INTERSTITIAL SPACE AND CAP AT MAIN.SEE 2/PL1.22 FOR CONTINUATION UP AND PL1.21 FORCONTINUATION DOWN.

DEMOLISH EXISTING MEDICAL GAS VALVE BOX AND VALVES.PREPARE WALL AND EXISTING MEDICAL GAS LINES FORRECONNECTION.

DEMOLISH EXISTING MEDICAL GAS LOCAL ALARM PANELAND ALL ASSOCIATED PIPING, SENSORS, AND LABELS.DEMOLISH MEDICAL GAS PIPING UP TO INTERSTITIALSPACE, SEE 2/PL1.22 FOR CONTINUATION.

1/PL1.22

VW

10

11

12

13

EX. 1" V

EX. MA, O2, MV, WAGD

EX. MA, O, MV

1

1

2

2

3

2

2

EX. HW, CW, V

EX. 1-1/2" V

3/4"

3/4"

1/2" MA, O2,3/4" MV

EX. WAGD

1/2" MA, O2,3/4" MV

1

EX. MAEX. MV

EX. M

VEX

. MA

EX. O

2

EX. V

EX. H

WEX

. CHW

EX. C

W

EX. V

EX. H

WEX

. CHW

EX. C

WEX

. CW

EX. H

WC

EX. H

WEX

. V

EX. WAGD

EX. M

VEX

. O2

EX. M

A

EX. WAGD3/4"

1 DEMOLISH EXISTING HOT AND COLD WATER AND VENT PIPINGAS SHOWN AND CAP AT MAIN.

2 DEMOLISH EXISTING MEDICAL GAS PIPING AS SHOWN ANDCAP AT MAIN.

2/PL1.22

3 DEMOLISH EXISTING MEDICAL GAS PIPING AS SHOWN ANDPREPARE ENDS FOR CONNECTION TO NEW PIPING.

C. EXISTING PIPE, DUCT AND EQUIPMENT LOCATIONS ARE BASEDON EXISTING DRAWINGS AND/OR FIELD OBSERVATION ANDSHALL NOT BE CONSIDERED 100% ACCURATE. CONTRACTORSHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTINGCONDITIONS.

A.

30 DAY NOTICE TO VA REQUIRED FOR ALL MEDICAL GASSHUTDOWNS.

B.

ALL MEDICAL GAS SHUTDOWNS SHALL BE SCHEDULED FOR8:00 PM-5:00 AM THE NEXT DAY, OR ON SATURDAY ORSUNDAY. COORDINATE ALL INTERRUPTIONS OF SERVICEWITH COR.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:3

3 PM

RLB BMK

1331 - PL1.22

LEVEL 3 PLUMBING AND MEDICALGAS DEMOLITION PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 27 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 LEVEL 3 - PLUMBING AND MEDICAL GAS DEMOLITION PLAN 1/4" = 1'-0"2 LEVEL 3 - INTERSTITIAL PLUMBING AND MEDICAL GAS DEMOLITION PLAN

GENERAL SHEET NOTES

VW

10

11

12

13

2" W UP TO 1-1/2" V, SEE1/PL2.22 FOR CONTINUATION

2" W UP TO P-2,SEE 1/PL2.22 FOR CONTINUATION

NEW 4" CASTIRON SANITARYPIPE

NEW 4" CASTIRON SANITARYPIPE

4"

4"

1-1/2" V LINE UP, SEE 1/PL2.22FOR CONTINUATION

CO

CO

EX. W

N73

N73

W

EX. W

N73

CONNECT NEW 4" CAST IRONSANITARY WASTE TO EXISTING.

CONNECT NEW 4" CAST IRONSANITARY WASTE TO EXISTING.

2"

3"

W

1-1/2" W UP TO 1-1/2" V,SEE 1/PL2.22 FOR CONTINUATION

A. EXISTING PIPE, DUCT AND EQUIPMENT LOCATIONS ARE BASEDON EXISTING DRAWINGS AND/OR FIELD OBSERVATION ANDSHALL NOT BE CONSIDERED 100% ACCURATE. CONTRACTORSHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTINGCONDITIONS.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:3

5 PM

RLB BMK

1331 - PL2.21

LEVEL 2 INTERSTITIAL SANITARYPLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 28 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 LEVEL 2 - INTERSTITIAL SANITARY PLAN

KEYED SHEET NOTES

GENERAL SHEET NOTES

VW

10

11

12

13

3/4" CW, 3/4" HW, AND 1-1/2" V UP TOINTERSTITIAL SPACE, SEE 2/PL2.22FOR CONTINUATION2" W LINE DOWN, SEE PL2.21 FORCONTINUATION

2" FD

CATH LAB 23H-105

CONTROL3H-105C

SCRUB3H-104

SUPPLY3H-105B

EQUIPMENT3H-105A

HALL3H-100

EXAM3H-101

1

OFFICE3H-100A

OFFICE3H-100B

1-1/2" V LINE UP AND DOWN, SEE 2/PL2.22FOR CONTINUATION UP AND PL2.21 FORCONTINUATION DOWN

P-519

P-1

2PL5.21

P-708

1/2" HW AND CW UP TO INTERSTITIALSPACE, SEE 2/PL2.22 FORCONTINUATION

P-4031/2" CW, 1/2" HW, AND 1-1/2" V UP TOINTERSTITIAL SPACE, SEE 2/PL2.22FOR CONTINUATION1-1/2" W LINE DOWN, SEE PL2.21FOR CONTINUATION

VW

10

11

12

13

1-1/2" V, 3/4" HW, AND 3/4" CWDOWN TO P-519, SEE 1/PL2.22FOR CONTINUATION

EX. 1" HW, 3/4" HWC,2-1/2" CW, 4" V

EX. 1-1/2" HW, 3/4" HWC,2-1/2" CW, 4" V

1-1/2" V LINE DOWN, SEE 1/PL2.22FOR CONTINUATION

INCLUDE ISOLATION VALVES ATBRANCHES FOR HW AND CW

CIRCUIT BALANCING DEVICE

3/4" HWC 3/4" HW AND CW DOWN TO P-708,SEE 1/PL2.22 FOR CONTINUATION

1-1/2" V

3/4" HW AND CW,AND 1-1/2" V

1-1/2" V, 1/2" HW, AND 1/2" CWDOWN TO P-403, SEE 1/PL2.22FOR CONTINUATION

INCLUDE ISOLATION VALVES ATBRANCHES FOR HW AND CW

CIRCUIT BALANCING DEVICE1/2" HWC

1/2" HW AND CW,AND 1-1/2" V

1 EQUIPMENT ROOM FLOOR DRAIN TO HAVE BACK FLOWPREVENTION BEFORE TRAP.

A. EXISTING PIPE, DUCT AND EQUIPMENT LOCATIONS ARE BASEDON EXISTING DRAWINGS AND/OR FIELD OBSERVATION ANDSHALL NOT BE CONSIDERED 100% ACCURATE. CONTRACTORSHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL EXISTINGCONDITIONS.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:3

9 PM

RLB BMK

1331 - PL2.22

LEVEL 3 DOMESTIC AND SANITARYPLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 29 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 LEVEL 3 - DOMESTIC AND SANITARY PLAN 1/4" = 1'-0"2 LEVEL 3 - INTERSTITIAL DOMESTIC AND SANITARY PLAN

GENERAL SHEET NOTES

VWXY

11

12

13

1-1/2"

1-1/2"

1-1/2"

3/4"

EX. 3/4" WAGD, AND NEW3/4" N2, AND 3/4" N2O,DOWN TO NEW ZONEVALVE BOX, SEE 2/PL4.21FOR CONTINUATION

1/2" MA & O23/4" MV

3/4"

3/4"

3/4"

(1) 1/2" O2, (1) 1/2" N2, AND (1) 3/4"MV DOWN TO MEDICAL BOOM, SEE2/PL4.21 FOR CONTINUATION

1/2" (2 MA, 2 O2, AND 1 N2O), 3/4" (2 MV,AND 1 WAGD) DOWN TO MEDICAL BOOM,SEE 2/PL4.21 FOR CONTINUATION

1/2" (2 MA, 2 O2, AND 1 N2O),3/4" (2 MV, AND 1 WAGD)DOWN TO MEDICAL BOOM, SEE2/PL4.21 FOR CONTINUATION

1/2" MA & O23/4" MV

1/2" O2 & N23/4" MV

EXTEND AND CONNECT N2 AND N2OLINES TO EXISTING MAINS NEAR CATHLAB 1. INCLUDE LOCKABLE ISOLATIONVALVES ON NEW BRANCHES FROM MAIN.

EX. 1-1/4" N2

3/4"

EX. WAGD

N2N2O

3/4"

EX. MAEX. MV

N2

N2

MV O

2

EX. M

VEX

. MA

EX. O

2

3/4"

MV

MA

O2

WAG

D

WAGDEX. WAGD

MVMA

O2

1/2" MA & O23/4" MV

3/4"

EX. W

AGD

EX. WAGD

EX. N

2OEX

. N2

N2

EX. MVEX. MA

EX. O2

EX. O

2EX. M

V

N2O

N2O

N2OEX. WAGD

1/2"1/2"

1/2"3/4"

EX. O2

MV

MA

O2

1/2" MA, 1/2" O2, AND 3/4" MVDOWN, SEE 2/PL4.21 FORCONTINUATION

3/4"1/2"

VW

10

11

12

13

EQUIPMENT3H-105A

HALL3H-100

EXAM3H-101

SUPPLY3H-105B

CONTROL3H-105C

SCRUB3H-104

CATH LAB 23H-105

PROVIDE NEW ZONEVALVE BOX AND VALVES

NEW REMOTE SENSOR LOCALALARM PANEL, SEE SCHEDULEON PL5.21

(1) 1/2" O2, (1) 1/2" N2, AND (1)3/4" MV UP TO INTERSTITIALSPACE, SEE 1/PL4.21 FORCONTINUATION

1/2" (2 MA, 2 O2, AND 1 N2O), 3/4" (2MV, AND 1 WAGD)UP TO INTERSTITIAL SPACE, SEE1/PL4.21 FOR CONTINUATION

1/2" (2 MA, 2 O2, AND 1 N2O), 3/4" (2 MV, AND 1 WAGD)UP TO INTERSTITIAL SPACE, SEE1/PL4.21 FOR CONTINUATION

OFFICE3H-100A

OFFICE3H-100B

NEW 3/4" N2O AND N2LINESUP TO INTERSTITIALSPACE, SEE 1/PL4.21FOR CONTINUATION

3PL5.21

1/2" MA, 1/2" O2, AND 3/4" MV UP TO INTERSTITIAL SPACE,SEE 1/PL4.21 FOR CONTINUATION

A.

30 DAY NOTICE TO VA REQUIRED FOR ALL MEDICAL GASSHUTDOWNS.

B.

ALL MEDICAL GAS SHUTDOWNS SHALL BE SCHEDULED FOR8:00 PM-5:00 AM THE NEXT DAY, OR ON SATURDAY ORSUNDAY. COORDINATE ALL INTERRUPTIONS OF SERVICEWITH COR.

EXISTING PIPE, DUCT AND EQUIPMENT LOCATIONS AREBASED ON EXISTING DRAWINGS AND/OR FIELDOBSERVATION AND SHALL NOT BE CONSIDERED 100%ACCURATE. CONTRACTOR SHALL BE RESPONSIBLE FORFIELD VERIFYING ALL EXISTING CONDITIONS.

C.

SEE 7/PL5.21 FOR MEDICAL GAS CERTIFICATION AREA.B.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:4

3 PM

RLB BMK

1331 - PL4.21

LEVEL 3 MEDICAL GAS PIPING PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 30 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 LEVEL 3 - INTERSTITIAL MEDICAL GAS PIPING PLAN 1/4" = 1'-0"2 LEVEL 3 - MEDICAL GAS PLAN

REMOVABLE CLEANOUT CAP

REMOVABLE CLEAN

PROVIDE CLEAN OUTS MINIMUM EVERYFIFTY (50) LINEAR FEET OF VAC PIPE.

INLINE CLEAN OUT CAP OFF TOP OF LINE.

TYPICAL CLEAN OUTS - MV

AT 90° ELBOWS

MAIN

OUT CAP

INLINE

PITCH

TYPICAL BASE OF MV RISER DETAIL

REMOVABLE CLEAN OUTCAP AT BASE

MV PIPE SHALLPITCH TO RISER

TYPICAL CONNECTION MV TO EVACTOP OF MAIN TO DOWN FEED BRANCH

MAIN

12" DRIP LEG AT BASEOF MV RISER

TO OUTLETBRANCH

FLOW

PITCH

REMOVABLE CLEANOUT CAP

P-519SCRUB SINK

3" W INTO 4" W MAIN

3/4" HW + CW AND 2" V INTO4" V, 1" HW, AND 2-1/2" CWMAINS

ISOLATION VALVES ATMAINS FOR HW AND CW

3/4" HW AND CW, 1-1/2" V

3" W

P-519SCRUB SINK

3/4" HW AND CW, 1-1/2" V

CO

1/2" HW AND CW,SEE 3/PL5.21

1/2" HWC

1/2" HWC INTO EX.3/4" HWC MAIN

CIRCUIT BALANCINGDEVICE

T

P-708 EMERGENCY WASH

THERMOMETER

THERMOSTATIC MIXING VALVE

SHUT-OFF VALVE

STAINLESS STEELFABRICATED VALVE CABINETWITH LOCKING ACCESSPANEL RECESSED IN WALL

HW CW

MEDICAL GAS PIPING UP TO INTERSTITIAL SPACE.SEE PLANS FOR SIZES AND TYPES PRESENT

STAINLESS STEELFABRICATED VALVE CABINETWITH LOCKING ACCESSPANEL AND GLASS WINDOW,RECESSED IN WALL

MANUAL ZONE SHUTOFF VALVESSIZED TO MATCH EACH INDIVIDUALMEDICAL GAS PIPE SIZE.

TUVWX

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

CATH LAB 2

EX. MA, MV, AND O2ZONE VALVE BOX.

EX. 1/2" MA AND O23/4" MV

EX. 3/4" WAGD

(1) 1/2" O2, (1) 1/2" N2, AND (1) 3/4" MVDOWN TO MEDICAL BOOM

1/2" (2 MA, 2 O2, AND 1 N2O),3/4" (2 MV, AND 1 WAGD)DOWN TO MEDICAL BOOM

1/2" (2 MA, 2 O2, AND 1 N2O),3/4" (2 MV, AND 1 WAGD)DOWN TO MEDICAL BOOM

EX. 1/2" MA AND O23/4" MV

1/2" O2 & N23/4" MV

EX. 3/4" WAGD

CONNECT TO EXISTING N2 MAIN

CONNECT TO EXISTING N2O MAIN

EX. 1/2" MA AND O23/4" MV

3/4" N2 AND N2O

NEW ZONE VALVE BOXTIED INTO EXISTINGWAGD, WITH NEW N2,AND N2O LINES

3/4" N2O AND N2

3/4" N2 AND N2O

1/2" MA, 1/2" O2, AND 3/4" MVDOWN TO MEDICAL GASWALL OUTLETS

1/2" MA AND O23/4" MV

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

21:5

0 PM

RLB BMK

1331 - PL5.21

PLUMBING DETAILS ANDSCHEDULES

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 31 OF 49

CD ISSUE 01/19/2018

P-708 EMERGENCY EYE WASH AND FACE WASH SPEAKMAN DRENCH HOSE SE-925-TEW-VB WITH LAWLER 911E/F THERMOSTATIC MIXING VALVE 1/2" 1/2" --- 2 2 ---P-519 LEG ACTIVATED SCRUB SINK CONTINENTAL METAL PRODUCTS MODEL 2-63AS 3/4" 3/4" 2" 3 3 4P-403 EXAM ROOM LAVATORY AMERICAN STANDARD LUCERNE 0356.015 1/2" 1/2" 1-1/2" 1 1 1P-1 2" FLOOR DRAIN WITH INTEGRAL BACKWATER VALVE WADE 1100-TS7-31 _ _ 2" _ _ 2TAG (ABBREVIATION) MANUFACTURER AND MODEL CONNECTION SIZE CONNECTION SIZE CONNECTION SIZE FIXTURE UNITS FIXTURE UNITS FIXTURE UNITS

FIXTURE FIXTURE BASIS OF DESIGN HOT WATER COLD WATER DRAIN HOT WATER COLD WATER DRAIN

PLUMBING FIXTURE SCHEDULE

3. PROVIDE GAS SPECIFIC REMOTE SENSOR MODULES WITH TRANSDUCERS.2. WHEN ROUTING WIRING INSIDE BOXES, PROTECT WIRE COVERING FROM DAMAGE.1. ALARM PANEL AND WIRING MUST COMPLY WITH NFPA 99.NOTES:

WAGD LOW CATH LAB 3H-105WAGD NORMAL CATH LAB 3H-105

NITROGEN LOW CATH LAB 3H-105NITROGEN NORMAL CATH LAB 3H-105NITROGEN HIGH CATH LAB 3H-105

NITROUS OXIDE LOW CATH LAB 3H-105NITROUS OXIDE NORMAL CATH LAB 3H-105NITROUS OXIDE HIGH CATH LAB 3H-105

MEDICAL VACUUM LOW CATH LAB 3H-105MEDICAL VACUUM NORMAL CATH LAB 3H-105MEDICAL VACUUM HIGH CATH LAB 3H-105

MEDICAL AIR LOW CATH LAB 3H-105MEDICAL AIR NORMAL CATH LAB 3H-105MEDICAL AIR HIGH CATH LAB 3H-105

OXYGEN LOW CATH LAB 3H-105OXYGEN NORMAL CATH LAB 3H-105

AREA ALARM CATH LAB 3H-105 OXYGEN HIGH CATH LAB 3H-105ALARM TYPE LOCATION GAS SERVICE SIGNAL/MESSAGE AREA SERVED

MEDICAL GAS ALARMS PANEL SCHEDULE

NOT TO SCALE1 SCRUB SINK PLUMBING RISER DIAGRAM

NOT TO SCALE2 EMERGENCY WASH PIPING DETAIL

NOT TO SCALE5 MEDICAL VACUUM AND WAGD PIPING DETAIL

NOT TO SCALE3 MEDICAL GAS ZONE VALVE BOX DETAIL

1" = 20'-0"6 LEVEL 3 - MEDICAL GAS CERTIFICATION PLAN

NOT TO SCALE4 MEDICAL GAS RISER DIAGRAM

KEYED SHEET NOTES

VW

11

12

13

CATH LAB 23H-105

CONTROL3H-105C

SCRUB3H-104

SUPPLY3H-105B

EQUIPMENT3H-105A

HALL3H-100

OFFICE3H-100A

OFFICE3H-100B

EXAM3H-101

GENERAL SHEET NOTES

OBTAIN ACCURATE AND CURRENT WATER FLOW INFORMATION FORUSE IN PREPARING HYDRAULIC CALCULATIONS, INDICATE LOCATION OFTEST HYDRANTS AND ACTUAL WATER SERVICE PIPING LENGTH ANDPRESSURE DROP TO THE BUILDING ON THE SHOP DRAWINGS.

SEE RESPECTIVE MECHANICAL FLOOR PLANS FOR COORDINATION ANDLOCATION OF SYSTEM COMPONENTS.

SUBMIT PROPOSED SPRINKLER HEAD LAYOUT FOR APPROVAL OFARCHITECT. EXACT SPRINKLER HEAD LOCATIONS SHALL BE ASAPPROVED BY ARCHITECT AND IN ACCORDANCE WITH THE FOLLOWING:

1.) ALL SPRINKLERS SHALL BE OF FLUSH RECESSED QUICK RESPONSE PENDANT TYPE UNLESS NOTED OTHERWISE.

2.) ALL SPRINKLER HEADS SHALL BE CENTERED IN CEILINGTILES.3.) SPRINKLER HEAD ALIGNMENT SHALL BEPERPENDICULAR AND/OR PARALLEL TO OTHER ELEMENTSSUCH AS SOFFITS, CEILING TILES, WALLS, ETC. UNLESSNOTED OTHERWISE.4.) MAKE SURE SOFFITS, TEAR DROP LIGHT FIXTURES, ETC.DO NOT INTERFERE WITH SPRINKLER HEAD DISCHARGEPATTERNS.5.) SPRINKLER HEAD LOCATION IN SPACES SHALL BESYMMETRICAL IN SPACE AND SYMMETRICALLY LOCATEDRELATIVE TO LIGHTS, DIFFUSERS, ETC.6.) REMOVE AND REINSTALL ACOUSTICAL TILE ASREQUIRED TO PERFORM NECESSARY WORK.

ROUTE ALL PIPE PARALLEL TO BUILDING STRUCTURAL LINES.

SUBMIT HYDRAULIC CALCULATIONS FOR SUPPLY PIPING, AND FORSPRINKLERS IN THE MOST REMOTE AREA OF EACH ZONE.

SPRINKLER DESIGN SHALL CONFORM WITH THE REQUIREMENTS OFSECTION 21 13 13.

PIPING SHALL BE COMPLETELY CONCEALED IN ALL AREAS WHEREPOSSIBLE. INSTALL HEADS ABOVE AND BELOW MECHANICALEQUIPMENT AS REQUIRED FOR PROPER COVERAGE.

CONTRACTOR SHALL COORDINATE SPRINKLER SYSTEM INSTALLATIONWITH AIR HANDLING UNITS, DUCTWORK AND PIPING.

A.

B.

C.

D.

E.

F.

G.

H.

I. CONTRACTOR SHALL PROVIDE ADDITIONAL HEADS IFREQUIRED TO MEET AREA OF PROTECTION PER HEAD.

J. ALL MECHANICAL WORK WILL BE PERFORMED BYTRADESMEN SKILLED AND LICENSED FOR THE TASKREQUIRED. ALL WORK WILL BE PERFORMED IN STRICTACCORDANCE WITH THE BEST INDUSTRY PRACTICES ANDTHE LAWS AND CODES OF THE STATE OF MINNESOTA ANDTHE LOCAL AUTHORITY HAVING JURISDICTION.

K. SEE APPLICABLE DRAWINGS AND SPECIFICATIONS FORDESCRIPTION OF THE WORK INCLUDING DESIGN INTENT ANDPHASING.

L. THE CONTRACTOR IS TO SUPERVISE, DIRECT ANDCOORDINATE ALL PORTIONS OF THE WORK DONE EITHERBY THEIR OWN FORCES OR THAT DONE BYSUBCONTRACTORS.

M. THE CONTRACTOR SHALL EXAMINE EXISTING CONDITIONS TODETERMINE ELEMENTS SUBJECT TO DAMAGE ORMOVEMENT. STARTING OF EITHER CUTTING OR PATCHINGMEANS ACCEPTANCE OF EXISTING CONDITIONS. EXECUTEWORK TO AVOID DAMAGE TO OTHER WORK. IN EXISTINGWORK, MINIMIZE DAMAGE AND RESTORE TO ORIGINALCONDITION. REFINISH SURFACE TO MATCH ADJACENT FINISH.

N. KEEP THE PREMISES AND SURROUNDING AREA FREE FROMACCUMULATION OF WASTE MATERIALS. REMOVE DEBRISFROM PIPE CHASES, PLENUMS, ATTICS CRAWL SPACES ANDOTHER CLOSED OR REMOTE SPACES PRIOR TO ENCLOSING.

O. AT PENETRATIONS OF ANY RATED WALLS, PARTITION CEILINGOR FLOOR CONSTRUCTION COMPLETELY SEAL VOIDS WITHFIRE RATED MATERIAL CONSISTENT WITH DESIGN INTENTAND/OR APPLICABLE BUILDING CODES.

P. INSTALL WORK AS SPECIFIED, IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS CONSISTENT WITHAPPLICABLE BUILDING CODES.

Q. SPRINKLER CONTRACTOR IS RESPONSIBLE FOR CUTTINGAND PATCHING OF HOLES FOR SPRINKLER PIPE.COORDINATE WITH THE GENERAL CONTRACTOR FORPATCHING OF EXPOSED FINISHES. ALL EXPOSED SPRINKLERPIPE TO BE PAINTED. COLOR TO BE SELECTED BY OWNER.

GENERAL SHEET NOTES CONT.

VW

11

12

13

OFFICE3H-100A

OFFICE3H-100B

CONTROL3H-102

SCRUB3H-102A

OFFICE3H-100C

CATHLAB 23H-105

SUPPLY3H-103

EQUIPMENT3H-104

OFFICE3H-101

HALL3H-100

11

1

1

22

2

2

2

22

1 EXISTING CEILING AND FIRE PROTECTION SPRINKLERS TOREMAIN.

2 DEMOLISH ALL FIRE PROTECTION SPRINKLERS ANDBRANCHES UP TO THIRD FLOOR INTERSTITIAL SPACE. CAPFIRE PROTECTION AT MAINS. NO PIPING SHALL BEABANDONED. SPRINKLER LINES SERVING CATH LAB 3H-105ARE LOCATED IN THE INTERSTITIAL SPACE, NOT ABOVESUSPENDED CEILING.

1/FP0.21

6879.82SF

MSCZ-3-M

12370.52SF

SCZ-3-69

12061.24SF

SCZ-3-63

5419.28SF

MSCZ-3-J14260.21

SF

SCZ-3-62

18833.73SF

SCZ-3-65

21912.74SF

SCZ-3-5315562.91

SF

SCZ-3-544552.32

SF

MSCZ-3-A

9577.54SF

SCZ-3-645617.97

SF

SCZ-3-67

9470.56SF

SCZ-3-70

13667.89SF

SCZ-3-55

18914.06SF

SCZ-3-686720.13

SF

SCZ-3-5613162.81

SF

SCZ-3-572327.38

SF

MSCZ-3-D

13636.63SF

SCZ-3-58

5131.31SF

MSCZ-3-G13517.93

SF

SCZ-3-59

7001.79SF

SCZ-3-66

7538.48SF

SCZ-3-61

2311.31SF

MSCZ-3-H

12603.17SF

SCZ-3-60

TUVWX

8

9

10

11

12

13

SCZ-3-617538 SF

PCNSS1970 SF

PCNSS3319 SF

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: 22716

RAYMOND L. BRASCH

DATE:

01/19/2018

As indicated

C:\U

sers

\bm

kobo

l\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de M

15 C

entra

l_bm

kobo

l.rvt

1/19

/201

8 3:

20:5

9 PM

RLB BMK

1331 - FP0.21

LEVEL 3 FIRE PROTECTION PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

01/19/2018

DRAWING: 32 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"2 LEVEL 3 - REFLECTED CEILING FIRE PROTECTION PLAN 1/4" = 1'-0"1 LEVEL 3 - REFLECTED CEILING FIRE PROTECTION DEMO PLAN

1" = 100'-0"4 LEVEL 3 Smoke Compartment

1/16" = 1'-0"3 LEVEL 3 - FIRE ZONE PLAN

A 12b

14E

ELECTRICAL SYMBOL NOTESTHE LIGHTING FIXTURE TYPE IS INDICATED BY AN UPPER CASE LETTER.THE CIRCUIT DESIGNATION IS INDICATED BY A NUMBER.THE SWITCH DESIGNATION(S) IS (ARE) INDICATED BY A LOWER CASE LETTER(S).

EXAMPLE 1: LIGHTING FIXTURE TYPE "A" IS CONNECTED TO CIRCUIT 12 AND CONTROLLED BY SWITCH "b".

EXIT LIGHTS. STEM INDICATES WALL MOUNTING. NO STEM INDICATES CEILING MOUNTING. SHADED AREAINDICATES ILLUMINATED FACE(S). ARROW INDICATES DIRECTIONAL ARROW ON ILLUMINATED FACE(S). THECIRCUIT DESIGNATION IS INDICATED BY A NUMBER. EXAMPLE: THE WALL MOUNTED EXIT LIGHT TYPE "E" WITHSINGLE FACE AND DIRECTIONAL ARROW IS CONNECTED TO CIRCUIT 14.

d

1,3,51

SF-1

2,4,6

T

NL2D1-2

1

THE CONTROL DEVICE DESIGNATION IS INDICATED BY A LOWER CASE LETTER. EXAMPLE: SINGLE POLESWITCH "d" TO CONTROL LIGHTING FIXTURES INDICATED BY "d".

SPECIAL CONNECTIONS. THE EQUIPMENT IS INDICATED BY A NUMBER IN A CIRCLE. SEE THE MOTOR ANDEQUIPMENT SCHEDULE FOR THE LOAD DESCRIPTION AND TYPE OF CONNECTION. THE CIRCUITDESIGNATION IS INDICATED BY A NUMBER(S) ADJACENT TO THE SYMBOL. EXAMPLE: EQUIPMENT NO. 1; 3PHASE CONNECTION TO CIRCUITS 1, 3, 5.

MOTOR CONNECTIONS. THE MOTOR IS INDICATED BY A NUMBER WITHIN OR CHARACTERS ADJACENT TOTHE MOTOR SYMBOL. SEE THE MOTOR AND EQUIPMENT SCHEDULE FOR THE MOTOR DESCRIPTION ANDELECTRICAL REQUIREMENTS. THE CIRCUIT DESIGNATION IS INDICATED BY A NUMBER(S) ADJACENT TO THESYMBOL. EXAMPLE: MOTOR SF-1; 3 PHASE CONNECTION TO CIRCUITS 2, 4, 6.

TRANSFORMERS. THE TRANSFORMER IS INDICATED LETTERS AND NUMBERS. SEE THE FLOOR PLANS,RISER DIAGRAM AND SPECIFICATION FOR THE TRANSFORMER DESCRIPTION AND REQUIREMENTS.EXAMPLE: TRANSFORMER "NT2D1-1".

PANELBOARDS. PANELBOARD DOORS MAY BE SHOWN TO INDICATE OPENING SIDE OF RECESSEDPANELBOARDS. SEE PANELBOARD IDENTIFICATION FOR DESIGNATION CODES.

KEYED NOTE. SEE THE KEYED NOTES ON THAT SHEET FOR THE NOTE NUMBER INDICATED IN THE HEXAGON.

HOME RUN TO BRANCH CIRCUIT PANELBOARD. THE PANELBOARD DESIGNATION IS SHOWN ADJACENTTO THE HOME RUN ARROW AS A NUMERATOR AND THE CIRCUIT DESIGNATION IS SHOWN AS THEDENOMINATOR. CIRCUIT BREAKER SIZES (AMPS/NUMBER OF POLES) ARE SHOWN IN THE PANELBOARDSCHEDULE WITH THE CORRESPONDING PANELBOARD AND CIRCUIT DESIGNATION. EXAMPLE: HOME RUNTO PANELBOARD NL2D1-1A; CIRCUITS 1, 3, 5.

SYMBOL NOTATIONS: UPPER CASE LETTERS ADJACENT TO SYMBOLS INDICATE A UNIT TYPE. SEEAPPROPRIATE SCHEDULE OR SPECIFICATIONS.

NL2D1-1A1,3,5

NT2D1-1

ABC EQUIPMENT REFERENCE. REFER TO EQUIPMENT SCHEDULE ON SHEET AS1.13 FOR DESCRIPTION.

VOLTAGEBRANCH DESIGNATION

LIFE SAFETYCRITICAL

NORMAL

C

NL2D1-1A/23

LN

BRANCH CIRCUIT NUMBER

PANELBOARD SERIES NUMBER (A OR B, IFPRESENT, DENOTES SPECIFIC SECTIONOF DOUBLE SECTION PANELBOARDS)

480 VOLT, 480/277 VOLT

BASEMENT

VOLTAGE

BRANCH DESIGNATION

H

B1 FIRST FLOOR

L 208 VOLT, 208/120 VOLT (INCLUDES220-240 VOLT, DELTA SYSTEMS)

SECOND FLOOR2

PANELBOARD IDENTIFICATION

EQUIPMENTE

FLOOR

THIRD FLOOR3FOURTH FLOOR4PENTHOUSEP

FLOOR OF STRUCTURE

PANELBOARD LOCATION: BUILDINGMODULE AND RISER SERIES MODULE

FIRE PROTECTION REQUIREMENTS

A. PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS MUST BE FIRESTOPPED WITH ANAPPROVED MATERIAL.

1. CONDUITS MAY PENETRATE WALLS OR PARTITIONS, PROVIDED THEY ARE FIRE-STOPPED.2. OPENINGS FOR STEEL ELECTRICAL BOXES NOT EXCEEDING 16 SQ. INCHES ARE PERMITTED

PROVIDED OPENINGS DO NOT AGGREGATE MORE THAN 100 SQ. INCHES FOR ANY 100 SQ.FEET OF WALL OR PARTITION.

3. OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED BY AMINIMUM HORIZONTAL DISTANCE OF 6 INCHES.

B. LIGHT FIXTURES AND OTHER APPARATUS SUPPORTED BY THE ACOUSTICAL CEILING GRIDMUST MEET THE REQUIREMENTS OF NEC SECTION 410.16, MEANS OF SUPPORT.

C. RECESSED LIGHTING FIXTURES INSTALLED IN FIRE RATED CEILING ASSEMBLIES SHALL BEFIRE RATED FIXTURES BEARING THE UL FIRE RATED LABEL. FIXTURES SHALL BE INSTALLEDIN ACCORDANCE WITH THE UL FIRE RESISTANCE DIRECTORY, AND SHALL INCLUDE A FIRERATED ENCLOSURE INSTALLED OVER THE FIXTURE THAT MEETS THE REQUIREMENTS OF THEUL FIRE RESISTANCE DIRECTORY.

SPECIFIC CODE NOTES

ELECTRICAL DRAWINGS

PROJECT ELECTRICAL NOTES

ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALL ELECTRICAL ITEMS SHOWN ON EACH DRAWING,

COORDINATE LOCATIONS OF DEVICES WITH ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS. ARCHITECTURAL PLANS,ELEVATIONS, AND DETAILS TAKE PRECEDENCE OVER LOCATIONS SHOWN ON ELECTRICAL DRAWINGS.

VERIFY LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL OWNER FURNISHED EQUIPMENT PRIOR TOROUGH-IN.

POWER CONDUCTORS AND COMMUNICATION CABLING TO BE IN RACEWAY, AS STIPULATED IN SPECIFICATIONS AND ASNOTED ON PLAN DRAWINGS.

CIRCUIT NUMBERS AT DEVICES CORRESPOND TO PANELBOARD BREAKERS (SEE PANELBOARD SCHEDULE). BRANCHCIRCUITS SHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING, UNLESS INDICATED OTHERWISE ON THEELECTRICAL EQUIPMENT SCHEDULE.

USE #10 AWG CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 175 FEET, UNLESS SPECIFICALLYINDICATED OTHERWISE. THIS SHALL BE REQUIRED FOR THE ENTIRE LENGTH OF THE CIRCUIT. PIGTAIL WITH #12 AWGCONDUCTORS TO INDIVIDUAL LIGHTING CONTROL DEVICE OR LIGHTING FIXTURE.

USE #10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, UNLESS SPECIFICALLYINDICATED OTHERWISE. THIS SHALL BE REQUIRED FOR THE ENTIRE LENGTH OF THE CIRCUIT. PIGTAIL WITH #12 AWGCONDUCTORS TO INDIVIDUAL DEVICE.

GENERAL NOTESA.

B.

C.

D.

E.

F.

G.

REFER TO ARCHITECTUAL DRAWINGS FOR CONSTRUCTION PHASING REQUIREMENTS. COORDINATE WITH GENERALCONTRACTOR PRIOR TO ROUGH-IN FOR ALL ELECTRICAL WORK.

DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES, TELEPHONE AND DATA OUTLETS, FIRE ALARM DEVICES, SECURITYDEVICES AND LIGHTING FIXTURES IN DEMOLITION AREAS UNLESS NOTED OTHERWISE. REMOVE ALL EXISTING CABLING ANDWIRING FROM DEVICE TO SOURCE AT IT CLOSET, PANELBOARD, OR OTHER SOURCE LOCATION.

DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES IN WALLS TO BE DEMOLISHED. WALLS TO BE DEMOLISHED ARESHOWN DASHED ON DEMOLITION PLANS. DISCONNECT AND REMOVE ASSOCIATED CONDUIT AND WIRE BACK TO LASTREMAINING DEVICE. FURNISH AND INSTALL CONDUIT AND WIRE AS NECESSARY FOR CONTINUITY OF CIRCUIT(S) TO ANYEXISTING DEVICES TO REMAIN. COORDINATE AND VERIFY REQUIREMENTS WITH NEW WORK IN AREA.

FURNISH AND INSTALL CONDUIT AND WIRE AS NECESSARY FOR CONTINUITY OF ANY FEEDERS OR BRANCH CIRCUITSORIGINATING OUTSIDE THE DEMOLITION AREA THAT SERVE ANY ELECTRICAL EQUIPMENT OR DEVICES TO REMAIN AFTERDEMOLITION. MODIFY OR REPLACE AS REQUIRED.

FURNISH AND INSTALL CONDUIT AND/OR COMMUNICATIONS/DATA WIRING AS NECESSARY FOR CONTINUITY OF ANY WIRINGORIGINATING OUTSIDE THE DEMOLITION AREA THAT SERVE ANY COMMUNICATIONS/DATA EQUIPMENT OR DEVICES TO REMAINAFTER DEMOLITION. MODIFY OR REPLACE AS REQUIRED.

DISCONNECT AND REMOVE ANY EXISTING ELECTRICAL DEVICES AND BACK BOXES AS NECESSARY WHERE NEW WALLCONSTRUCTION WILL INTERSECT AN EXISTING WALL. FURNISH AND INSTALL CONDUIT AND WIRE AS REQUIRED FORCONTINUITY OF CIRCUIT.

PROPERLY DISPOSE OF HAZARDOUS WASTE, AS REQIRED BY THE SPECIFICATIONS.

REMOVE ALL EXPOSED ABANDONED CONDUIT, INCLUDING CONDUIT ABOVE ACCESSIBLE CEILINGS. CUT OFF CONDUITFLUSH WITH WALLS AND FLOORS, PATCH SURFACES.

EXISTING UNUSED OPEN BOXES SHALL BE FILLED, PATCHED AND RECEIVE NEW FINISHES. COORDINATE WITH OTHERTRADES.

DEMOLITION NOTES

ALL RECESSED LIGHTING FIXTURES IN LAY-IN CEILINGS SHALL BE INSTALLED WITH 6' LONG FLEXIBLE METAL CONDUIT.

ALL MOUNTING HEIGHTS FOR LIGHTING FIXTURES ARE TO THE BOTTOM OF THE FIXTURES UNLESS INDICATED OTHERWISE.

COORDINATE WITH ARCHITECTURAL INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF WALL MOUNTED INTERIORLIGHTING FIXTURES.

LIGHTING NOTES

WHERE CONNECTED TO A 20A. BRANCH CIRCUIT SUPPLYING AN INDIVIDUAL RECEPTACLE (SIMPLEX OR DUPLEX), THERECEPTACLE SHALL BE RATED AT 20A.

POWER NOTES

FOR EXISTING WIRELESS ACCESS POINTS; PROTECT EXISTING DEVICE(S) WITH DUST-PROOF ENCLOSURE (BAG)SECURED TO INTERSTITIAL DECK. PROTECT EXISTING CABLING AND DEVICE CONNECTIONS DURING DEMOLITION ANDCONSTRUCTION. COORDINATE NEW LOCATION FOR DEVICE WITH COR.

ALL FIRE ALARM, ACCESS CONTROL/SECURITY, CABLE TELEVISION SIGNAL, WIRELESS ACCESS, AND RFID SYSTEMCABLING/WIRING SHALL BE INSTALLED IN CONDUIT. EACH SYSTEM SHALL BE INSTALLED IN A SEPARATE DEDICATEDCONDUIT SYSTEM.

COMMUNICATIONS AND ELECTRONIC SAFETY AND SECURITY NOTES

A.

B.

C.

D.

E.

F.

G.

H.

I.

A.

B.

C.

A.

A.

B.

ALL CONDUCTORS FROM ISOLATION PANELBOARDS (EXISTING AND NEW) SHALL USE COPPER CONDUCTORS WITH XHHW-2INSULATION.

B.

ELECT ABBREVIATIONS LIST1PAAC

ACLGAFFAFIAMPANNUNAPPROXATSAUTOAUXAVAWGBATTBLDGBMSCCABCATVCBCCTVCKTCLG,CLNGCOMBCONTRCONVCTCUDISCDISTDNDPRDSDTDWGECELECELEVEMEMSEMTEQUIPEWCEXHEXISTEXPFAFABP

FACPFLRFLUORFUGAGALVGCGENGFI

GNDGRS

GYP BDHPHPFHTHTGHTRHVICIGIMCINCANDIRI/WJ-BOXKVAKWLTLTGLVM/C

MAXMCMCBMDPMFSMICMINMISCMLOMSBDMTMT.CMTRN.C.NECNEMA

NFDS

NICNLN.O.NPFNTSOHOLPAPBPFPHPNLPPPRPRIPVCPWRQUANRCPTREQDRSCSCSECSHTSIMSPECSPKRSPSSSTASTDSURFSWSWBDSYMSYSTRTVTYPUEUGUTUVVVAVERTVFDVOLWW/W/OWGWPXFMRXFR

@ØCPLL

1 POLE (2P, 3P, 4P, ETC.)AMPEREABOVE COUNTER ORAIR CONDITIONERABOVE CEILINGABOVE FINISHED FLOORARC FAULT CIRCUIT INTERRUPTERAMPEREANNUNCIATORAPPROXIMATELYAUTOMATIC TRANSFER SWITCHAUTOMATICAUXILIARYAUDIO VISUALAMERICAN WIRE GAUGEBATTERYBUILDINGBUILDING MANAGEMENT SYSTEMCONDUITCABINETCABLE TELEVISIONCIRCUIT BREAKERCLOSED CIRCUIT TELEVISIONCIRCUITCEILINGCOMBINATIONCONTRACTORCONVECTORCURRENT TRANSFORMERCOPPERDISCONNECTDISTRIBUTIONDOWNDAMPERSAFETY DISCONNECT SWITCHDUAL TECHNOLOGYDRAWINGELECTRICAL CONTRACTORELECTRIC, ELECTRICALELEVATOREMERGENCYENERGY MANAGEMENT SYSTEMELECTRICAL METALLIC TUBINGEQUIPMENTELECTRIC WATER COOLEREXHAUSTEXISTINGEXPLOSION PROOFFIRE ALARMFIRE ALARM BOOSTER POWERSUPPLY PANELFIRE ALARM CONTROL PANELFLOORFLUORESCENTFUSEGAUGEGALVANIZEDGENERAL CONTRACTORGENERATORGROUND FAULT CIRCUITINTERRUPTERGROUNDGALVANIZED RIGID STEELCONDUIT)GYPSUM BOARDHORSEPOWERHIGH POWER FACTORHEIGHTHEATINGHEATERHIGH VOLTAGEINTERRUPTING CAPACITYISOLATED GROUNDINTERMEDIATE METAL CONDUITINCANDESCENTINFRAREDINTERLOCK WITHJUNCTION BOXKILOVOLT-AMPEREKILOWATTLIGHTLIGHTINGLOW VOLTAGEMOMENTARY CONTACT

MAXIMUMMECHANICAL CONTRACTORMAIN CIRCUIT BREAKERMAIN DISTRIBUTION PANELMAIN FUSED DISCONNECT SWITCHMICROPHONEMINIMUMMISCELLANEOUSMAIN LUGS ONLYMAIN SWITCHBOARDMOUNTEMPTY CONDUITMOTOR, MOTORIZEDNORMALLY CLOSEDNATIONAL ELECTRICAL CODENATIONAL ELECTRICALMANUFACTURER'S ASSOCIATIONNON-FUSED SAFETY DISCONNECTSWITCHNOT IN CONTRACTNIGHT LIGHTNORMALLY OPENNORMAL POWER FACTORNOT TO SCALEOVERHEADOVERLOADSPUBLIC ADDRESSPULL BOX OR PUSHBUTTONPOWER FACTORPHASEPANELPOWER POLEPAIRPRIMARYPOLYVINYL CHLORIDE (CONDUIT)POWERQUANTITYRECEPTACLEREQUIREDRIGID STEEL CONDUITSURFACE CONDUITSECONDARYSHEETSIMILARSPECIFICATIONSPEAKERSPARESTAINLESS STEELSTATIONSTANDARDSURFACE MOUNTEDSWITCHSWITCHBOARDSYMMETRICALSYSTEMTAMPER RESISTANTTELEVISIONTYPICALUNDERGROUND ELECTRICALUNDERGROUNDUNDERGROUND TELEPHONEUNIT VENTILATOR OR ULTRAVIOLETVOLTVOLT-AMPERESVERTICALVARIABLE FREQUENCY DRIVEVOLUMEWATTWITHWITHOUTWIRE GUARDWEATHERPROOFTRANSFORMERTRANSFER

ANGLEATPHASECENTER LINEPLATE

* REFER ALSO TO MECHANICAL AND ARCHITECTURAL ABBREVIATIONS.

LIGHT FIXTURE ON (EM) LIFE SAFETY BRANCHLIGHT FIXTURE ON (EM) CRITICAL BRANCH

*** DISTANCE TO HIGHEST OPERABLE PART OF EQUIPMENT

AS NOTED

ALL DISTANCES ARE TO CENTER OF DEVICE OR EQUIPMENT UNLESS OTHERWISE NOTED. DEVICES INDICATED AT 48" MAY NOT BE INSTALLED WITH ANYOPERABLE PART HIGHER THAN 48". DEVICES MAY BE INSTALLED IN CONCRETE MASONRY UNITS WITH THE TOP OF THE DEVICE AT 48".

* DISTANCE ABOVE TOP OF DOOR FRAME

AS NOTED

** DISTANCE TO TOP OF EQUIPMENT OR DEVICE

DESCRIPTION

WALL MOUNTED FLOODLIGHT (TYPE DENOTED)

SURFACE INCANDESCENT LIGHT (TYPE DENOTED)

POLE MOUNTED LIGHT (TYPE DENOTED)RECESSED LIGHT (TYPE DENOTED)

SURFACE H.I.D. LIGHT (TYPE DENOTED)

EXIT SIGN (TYPE DENOTED)

SUSPENDED OR PENDANT LIGHT (TYPE DENOTED)

TRACK AND TRACK LIGHT (TYPES DENOTED)

SURFACE FLUORESCENT LIGHT (TYPE DENOTED)

FLUORESCENT STRIP LIGHT (TYPE DENOTED)

EMERGENCY BATTERY LIGHT (TYPE DENOTED)

RECESSED FLUORESCENT LIGHT (TYPE DENOTED)

POLE MOUNTED FLOODLIGHT (TYPE DENOTED)PER SCHED

PER SCHED

AS NOTED

12"*96"

P2P1

T1S1S1

E E

EM

H

ST1

BB

G

AA

R

ASNOTED

HT AFF

AS NOTED

SYMBOL

A

C

B

D

**** DISTANCE BELOW CEILING***** DISTANCE TO BOTTOM OF DEVICE

F

ELECTRICAL SYMBOL LEGEND

AS NOTED

DESCRIPTIONHT AFF SYMBOL

2 POLE SINGLE THROW SW.SINGLE POLE SW.

LIGHT ON CORD REEL (TYPE DENOTED)LIGHTING CHANNEL WIRE (TYPE DENOTED)

SEPARATE PILOT LIGHTDIMMER SWITCH

MOMENTARY CONTACT SWITCHOCCUPANCY SENSOR SWITCH

PUSH BUTTONSINGLE RECEPT.

FAN SPEED CONTROLTIME DELAY SWITCH

SPLIT DUPLEX RECEPT.

FOURPLEX RECEPT.

DUPLEX RECEPT.

RECEPT ON EMERGENCY CKT (DUPLEX SHOWN)ISOLATED GROUND RECEPT (DUPLEX SHOWN)

240 VOLT RECEPT.

EQUIPMENT PLUG

RECEPT ON DROP CORD (DUPLEX SHOWN)RECEPT ON CORD REEL (DUPLEX SHOWN)

FLOOR RECEPT. (DUPLEX SHOWN)

AS NOTED J

TIMER SWITCH

AS NOTED

48"48"

2

3

KEYED SW.SW. W/PILOT

3-WAY SW.4-WAY SW.

CH3L

MOTOR HORSEPOWER RATED SWITCH

48"48"48"48"48"48"48"48"48"48"48"48"48"18"18"18"18"18"18"

18"

FOURPLEX RECEPT ON EMERGENCY CIRCUIT18"

4

K

D

OS

MC

T

TD

SP

M

84" A

18"18"

A

CLOCK (TYPE DENOTED)

MULTIOUTLET ASSEMBLY (TYPE DENOTED)MULTIOUTLET ASSEMBLY (TYPE DENOTED)B

72"** CIRCUIT BREAKER PANEL

72"**72"**

T1

POWER OR DISTRIBUTION PANEL

TRANSFORMER (TYPE DENOTED)SPECIAL CABINET (TYPE DENOTED)

AS NOTED

AS NOTED

J J

2

1

SPECIAL CONNECTION (SEE SCHEDULE)SPECIAL RECEPT. OR CONN. (SEE SCHEDULE)

JUNCTION BOXPULL BOXP B

48"AS NOTED

TC

AS NOTED

72"**72"**

PS

IRSO

FS

R

72"**72"**72"**

48"72"**72"**

SF-1

BUS DUCT WITH PLUG UN DISCONNECT (FUSED)

LIGHT LEVEL SENSOR - TYPE DENOTED

TIME CONTROL SWITCH (TIME SWITCH)PHOTOCELL

ENCLOSED CIRCUIT BREAKERPRESSURE SWITCH

RELAY

COMB. MOTOR STARTER (NON-FUSED)MAG. MOTOR STARTER OR CONTACTOR

SAFETY DISC. SW. (FUSED)SAFETY DISC. SW. (NON-FUSED)COMB. MOTOR STARTER (FUSED)

MANUAL MOTOR STARTER (W/ OVERLOADS)

MOTOR (SEE SCHEDULE)DAMPER MOTOR

VARIABLE FREQUENCY DRIVE

ASL

CP

OCCUPANCY SENSOR - TYPE DENOTEDFLOAT SWITCH

PER SCHED WALL HEATER (TYPE DENOTED)

PER SCHED D1H2

HAND OR HAIR DRYER (TYPE DENOTED)

PER SCHED H1 BASEBOARD HEATER (TYPE DENOTED)

HATCHED SYMBOL INDICATES REMOVEDDASHED SYMBOL INDICATES EXISTING

CONDUIT EXPOSEDCONDUIT CONCEALED BELOW FLOORCONDUIT CONCEALED IN WALL OR OVERHEAD

WEATHERHEADANTENNA

1 KEYED NOTE (SEE SCHEDULE)

M

SR SURFACE RACEWAY

LV

UE

EX

UHVE

OHE

OHT

48"***18"

48"

18"

J

FLEXIBLE CONDUIT OR FIXTURE WHIPUNDERFLOOR RACEWAY SYSTEMCABLE TRAY (TYPE DENOTED)

INFORMATION OUTLET (TYPE DENOTED)WALL TELEPHONE OUTLET (TYPE DENOTED)

INTERCOM OUTLET LOCATION

TELEPHONE OUTLET (TYPE DENOTED)

MULTIPLE SERVICE OUTLET (TYPE DENOTED)TELEVISION OUTLET

W

CONDUIT TRANSITION DOWNCONDUIT TRANSITION UP

BRANCH CIRCUIT HOME RUN

UNDERGROUND HIGH VOLTAGE ELECTRICALUNDERGROUND ELECTRICAL

LOW VOLTAGE POWER WIRINGEXISTING CONDUIT

OVERHEAD TELEPHONEOVERHEAD ELECTRIC

CONDUIT STUBBED OUT

UNDERGROUND TELEPHONEUT

UCOM UNDERGROUND COMMUNICATIONSUTV UNDERGROUND CABLE TV (CATV OR CCTV)

UFIBR UNDERGROUND FIBER OPTIC

IC

18"18"

CONDUIT SLEEVE (SIZE DENOTED)

WIRELESS ACCESS POINT (TYPE DENOTED)HS

RADIO FREQUENCY IDENTIFICATION RECEIVER/TRANSMITTERRFID

MULTIPLE SERVICE FLR OUTLET (TYPE DENOTED)

48"

84"

AS NOTED84"

PROJECTOR CONTROL OUTLET

X-RAY FILM VIEWER (SEE SPECIFICATIONS)

DOOR SIGNAL - APT. UNITSPEAKER (WALL OR CEILING MT.)

SURFACE MT SPEAKER SUSPENDED FROM CEILING

S

MICROPHONE OUTLET

HORN TYPE SPEAKER

VOLUME CONTROLV

BUZZER

D

NFV-4x2

BELL

48"***

84"84"

18"18"

J

CHIME

S

S S

S

M

P

FIRE ALARM CHIME

FIRE ALARM BELLFIRE ALARM BELL W/STROBE (CANDELAS)

FIRE ALARM STROBE (CANDELAS)FIRE ALARM SPEAKER W/STROBE (CANDELAS)

FIRE ALARM CHIME W/STROBE (CANDELAS)

FIRE ALARM HORNFIRE ALARM HORN W/STROBE (CANDELAS)

F

110cd

90"**90"**90"**90"**90"**90"**90"**90"**

110cd

110cd

110cd

F

F

F

F

F

F

110cd

72"** FIRE ALARM REMOTE ANNUNCIATORFA ANNUN

F S

72"** NOTIFICATION APPLIANCE CIRCUIT PANELNACPS

72"** FIRE ALARM CONTROL PANELFACP

HEAT DETECTOR (TYPE & TEMP DENOTED)SMOKE DETECTOR (TYPE DENOTED)

DUCT SMOKE DETECTOR (TYPE DENOTED)REMOTE TEST/STATUS STATION

LINEAR HEAT DETECTORR/F135

P

R/F135

48"

8"****8"****

P

P

F.A. PULLSTATION

F.A. DOOR CLOSERF.A. DOOR HOLDERF.A. INDIVIDUAL ADDRESSABLE MODULE

FIRE ALARM SHUT DOWN RELAY

SPRINKLER VALVE TAMPER SWITCHSPRINKLER FLOW SWITCH

F.A. ZONE ADDRESSABLE MODULE

FR

F P48"***Z

I

SPRINKLER LEVEL SWITCH

END OF LINE RESISTORSPRINKLER TEMPERATURE SWITCHSPRINKLER PRESSURE SWITCH

T

ELR

DOOR CONTACTSCARD READER

ELECTRIC STRIKEES

KEYPAD48"***48"***

DC

CR

MAGNETIC LOCKML

COMBINATION LOCKCL

12"*

NURSE CALL MASTER STATIONNURSE CALL DOME LIGHT (2 LAMP)

NURSE CALL ANNUNCIATOR PANELNURSE CALL EQUIPMENT CABINET

NCM

144"* MOTION DETECTOR (TYPE DENOTED)

NURSE CALL EMERG. STATION

NURSE CALL DUTY STATIONNURSE CALL STAFF STATION

NURSE CALL CODE BLUE EMERG. STATION

NURSE CALL SINGLE PATIENT STATIONNURSE CALL DUAL PATIENT STATION2

E

MD

48"***

48"48"

48"***48"***48"48"

B

D

S

P

P

IR

N 2 N 2

48"*** NCC

NC ANNUN72"**

AS NOTEDAS NOTED CCTV CAMERA WITH PAN/TILT DRIVE

CCTV CAMERA

WANDER MONITORING CONTROLLERWMC

VFD

SITE-SPECIFIC ELECTRICAL NOTESTHE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ELECTRICAL DUCTS, BOXES, CONDUIT, CABLES, WIRES,FITTINGS, BUSHINGS, ETC. AS SEPARATELY SPECIFIED HEREIN AND AS INDICATED ON SITE-SPECIFIC PHILIPSVENDOR DRAWINGS.

ELECTRICAL DUCTS AND BOXES - ELECTRICAL DUCTS AND BOXES SHALL BE ACCESSIBLE AND HAVE REMOVABLECOVERS. FLOOR DUCTS AND BOXES SHALL HAVE WATERTIGHT COVERS. DUCTS SHALL BE DIVIDED INTO AS MANYAS FOUR SEPARATE CHANNELS BY METAL DIVIDERS, SEPARATELY SPECIFIED HEREIN, TO SEPARATE WIRINGAND/OR CABLES INTO GROUPS AS FOLLOWS: GROUP A: INCOMING POWER WIRING WITH ASSOCIATED PROTECTIVEEARTH WIRING (PE). GROUP B: OUTPUT POWER WIRING WITH ASSOCIATED PROTECTIVE EARTH WIRING (PE).GROUP C: SIGNAL AND/OR DATA WIRING AND/OR CABLES. GROUP D: X-RAY HIGH-VOLTAGE CABLES, THE USE OF 90DEG. ELLS IS NOT ACCEPTABLE. ON CEILING DUCT AND WALL DUCT USE 45 DEG. BENDS AT ALL CORNERS. ALLINTERSECTING POINTS IN DUCT TO HAVE CROSS OVER TUNNELS SUPPLIED AND INSTALLED BY CONTRACTOR TOMAINTAIN SEPARATION OF CABLES.

CONDUIT POINT - TO - POINT RUNS SHALL BE AS DIRECT AS POSSIBLE. EMPTY CONDUIT RUNS USED FOR CABLESMAY REQUIRE PULL BOXES LOCATED ALONG THE RUN. CONSULT WITH PHILIPS. A PULL WIRE OR CORD SHALL BEINSTALLED IN EACH CONDUIT RUN. ALL CONDUITS WHICH ENTER DUCT PRIOR TO THEIR TERMINATION POINTMUST MAINTAIN SEPARATION FROM OTHER CABLES VIA USE OF DIVIDERS, CROSS OVER TUNNELS, OR CONDUITSUPPLIED AND INSTALLED BY CONTRACTOR FROM ENTRANCE INTO DUCT TO EXIT FROM DUCT. DO NOT USEFLEX CONDUIT UNLESS APPROVED BY PHILIPS SERVICE.

CONDUCTORS - ALL CONDUCTORS, SEPARATELY SPECIFIED, SHALL BE 75"C STRANDED COPPER, RUNG OUT ANDMARKED.

WARNING LIGHTS AND DOOR SWITCHES - "X-RAY ON" AND "LASER ON" WARNING LIGHTS AND X-RAY AND LASERTERMINATION DOOR SWITCHES SHALL BE PROVIDED AT ALL ENTRANCES TO X-RAY ROOMS AS REQUIRED BYCODE.

THE CONTRACTOR WILL SUPPLY & INSTALL ALL BREAKERS, SHUNT TRIP AND INCOMING POWER TO THEBREAKERS. THE EXACT LOCATION OF THE BREAKERS AND SHUNT TRIPS WILL BE DETERMINED BY THEARCHITECT OR CONTRACTOR.

THE CONTRACTOR SHALL SUPPLY & INSTALL ALL PULL BOXES, RACEWAYS, CONDUIT RUNS, STAINLESS STEELCOVERS, ETC. CONDUIT/RACEWAYS MUST BE FREE FROM BURRS AND SHARP EDGES OVER ITS ENTIRE LENGTH.A GREENLEE PULL STRING / MEASURING TAPE SHALL BE PROVIDED WITH CONDUIT RUNS.

ALL PRE-TERMINATED, CUT TO LENGTH CABLES, WILL BE SUPPLIED AND INSTALLED BY PHILIPS. ALL CABLES TOTHE BREAKERS, WILL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR, SUBJECT TO LOCAL ARRANGEMENTS.

PROVIDE AND INSTALL 50mm DIAMETER CHASE NIPPLED BETWEEN ADJACENT WALL BOXES.

ELECTRICAL TROUGH OR WIREWAY-TYPE RACEWAY SHALL BE INSTALLED WITH REMOVABLE COVERS. THERACEWAY SHOULD BE ACCESSIBLE FOR THE ENTIRE LENGTH. IN CASE OF NON-ACCESSIBLE FLOORS, WALLS ANDCEILINGS, AN ADEQUATE NUMBER OF ACCESS HATCHES SHOULD BE SUPPLIED TO ENABLE INSTALLATION OFCABLING. APPROVED CONDUITS MAY BE SUBSTITUTED. ALL RACEWAYS WILL BE DESIGNED IN A MANNER THATWILL NOT ALLOW CABLES TO FALL OUT OF THE RACEWAY WHEN THE COVERS ARE REMOVED. IN MOST CASES,THIS WILL REQUIRE ABOVE-CEILING RACEWAY TO BE INSTALLED WITH THE COVERS REMOVABLE FROM THE TOP.RACEWAY SYSTEM AS ILLUSTRATED ON THE VENDOR DRAWINGS ARE BASED UPON LENGTH OF FURNISHEDCABLES. ANY CHANGES IN ROUTING OF RACEWAY SYSTEM COULD EXCEED MAXIMUM ALLOWABLE LENGTH OFFURNISHED CABLES. CONDUIT OR RACEWAY ABOVE-CEILING MUST BE KEPT AS NEAR TO FINISHED CEILING ASPOSSIBLE.

THE CONTRACTOR SHALL INSTALL GROUND BOND WIRES AT CONDUIT OPENINGS WITHIN WALL BOXES ASREQUIRED BY NATIONAL AND LOCAL ELECTRICAL CODES. GROUND BOND WIRES AND LUGS SHALL BE INSTALLEDIN SUCH A WAY TO PREVENT THE INADVERTENT CONTACT WITH THE INSTALLED PHILIPS EQUIPMENT TO MAINTAINPHILIPS ISOLATED GROUND SCHEME AND MAINTAIN PATIENT SAFETY.

PROVIDE AN INSULATED STRANDED GROUND WIRE PER FEEDER / CONDUCTOR SIZE FROM THE MAIN DISCONNECT(CB) TO THE ERB AND FROM THE ERB TO THE MAINS 40E CABINET (PER NEC CLAUSE 250.146(D)).

PHILIPS EQUIPMENT MUST BE ELECTRICALLY ISOLATED FROM CONDUITS, RACEWAYS, DUCTS, SEISMICANCHORING, FLOOR ANCHORING, ETC.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

L.

M.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

12" = 1'-0"

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:04

AM

NSW ZTW

1331 - E0.21

ELECTRICAL SYMBOLS ANDABBREVIATIONS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 33 OF 49

CD ISSUE 01/19/2018

E0.21 ELECTRICAL SYMBOLS AND ABBREVIATIONSED1.23 LEVEL 3 -LIGHTING DEMOLITION PLANED1.24 LEVEL 3 - POWER & TECHNOLOGY DEMOLITION PLANES1.23 LEVEL 3 - LIGHTING PLANES2.23 LEVEL 3 - POWER PLANES2.24 LEVEL 3 - INTERSTITIAL CATH 2ES3.23 LEVEL 3 - SYSTEMS PLANES3.24 LEVEL 3 - OVERALL SYSTEMS PLANES3.25 PENTHOUSE - AHU PLANES7.21 ELECTRICAL DETAILSES7.22 ELECTRICAL DETAILSES7.23 ELECTRICAL DETAILSES8.21 ELECTRICAL SCHEDULESES8.22 ELECTRICAL SCHEDULESES8.23 ELECTRICAL CONDUIT SCHEDULESES9.21 ELECTRICAL DIAGRAMSES9.22 F1 RISER DIAGRAM

LVLVLV LV

EPO

EPO

EPO

GENERAL SHEET NOTES

KEYED SHEET NOTES

VW

11

12

CL2-MG-AL

IPU-6665-1032

1

CATH LAB 23H-105

SUPPLY3H-103

EQUIPMENT3H-104

CORRIDORC3-113

OFFICE3H-100C

CONTROL3H-102SCRUB

3H-102A

HALL3H-100

BIOMED3H-101 OFFICE

3H-100AOFFICE3H-100B

HOLDING3G-120

HOLDING3G-121

HOLDING3G-122

ELEVE

CORRIDORC3-66

LOBBY3H-109

CORRIDORC3-68

A1A1

A1 A1A1 A1

A1A1

A1

D1 D1 D1 D1

D1 D1 D1D1 D1

?S1 S1 S1 S1 S1 S1 S1

S1 S1 S1 S1 S1 S1 S1

S1

D2D2

D2D2

D2

D2

D2 D2 D2 D2

D3 D3

D3 D3

D3 D3

A1 A1 A1 A1 A1

2 2

2

23 TYP 2

2

5

A1 A1 A1 A1

A. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR PHASESOF DEMOLITION AND CONSTRUCTION. COORDINATE WITH GENERALCONSTRUCTION.

B. DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES AND LIGHTINGFIXTURES IN DEMOLITION AREAS UNLESS NOTED OTHERWISE.

C. DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES IN WALLS TOBE DEMOLISHED. WALLS TO BE DEMOLISHED ARE SHOWN DASHED.DISCONNECT AND REMOVE ASSOCIATED CONDUIT AND WIREBACK TO LAST REMAINING DEVICE. FURNISH AND INSTALL CONDUITAND WIRE AS NECESSARY FOR CONTINUITY OF CIRCUIT(S) TO ANYEXISTING DEVICES TO REMAIN. COORDINATE AND VERIFYREQUIREMENTS WITH NEW WORK IN AREA.

D. FURNISH AND INSTALL CONDUIT AND WIRE AS NECESSARY FORCONTINUITY OF ANY FEEDERS OR BRANCH CIRCUITS ORIGINATINGOUTSIDE THE DEMOLITION AREA THAT SERVES ANY ELECTRICALEQUIPMENT OR DEVICES TO REMAIN AFTER DEMOLITION. MODIFYOR REPLACE AS REQUIRED.

E. FURNISH AND INSTALL CONDUIT AND/OR COMMUNICATIONS/DATAWIRING AS NECESSARY FOR CONTINUITY OF ANY WIRINGORIGINATING OUTSIDE THE DEMOLITION AREA THAT SERVES ANYCOMMUNICATIONS/DATA EQUIPMENT OR DEVICES TO REMAIN AFTERDEMOLITION. MODIFY OR REPLACE AS REQUIRED.

F. DISCONNECT AND REMOVE LIGHT SWITCHES IN DEMOLITION AREASAS NECESSARY TO ACCOMMODATE NEW DOOR CONFIGURATIONS.

G. DISCONNECT AND REMOVE ANY EXISTING ELECTRICAL DEVICES ANDBACK BOXES AS NECESSARY WHERE NEW WALL CONSTRUCTIONWILL INTERSECT AN EXISTING WALL. FURNISH AND INSTALL CONDUITAND WIRE AS REQUIRED FOR CONTINUITY OF CIRCUIT(S).

H. FURNISH AND INSTALL BLANK COVER PLATES OVER ALL EXISTINGUNUSED OPENINGS.

I. ALL EXISTING COMMUNICATION CABLING IS ASSUMED TO ROUTEBACK TO IT ROOM 3J-124A (REFER TO ES2.24 FOR ROOM LOCATION)UNLESS NOTED OTHERWISE. VERIFY WITH OWNER.

1. REMOVE EXISTING LUTRON LIGHTING CONTROLLERS

2. DROP CEILING IN THIS ROOM TO BE REMOVED BY OTHERS.COORDINATE DEMOLITION OF ALL ELECTRICAL ANDTECHNOLOGY DEVICES PRIOR TO WORK BEGINNING WITHGENERAL CONTRACTOR.

3. REMOVE THE FOLLOWING LIGHTING FIXTURES: A. A1: 2'X4' LENSED FLUORESCENT TROFFER B. D1: 6" INCANDESCENT DOWNLIGHT C. D2: 12" SQ. INCANDESCENT DOWNLIGHT D. D3: 8" INCANDESCENT DOWNLIGHT E. S1: 6"X4' STRIP FLUORESCENT FIXTURE, MOUNTED IN COVE

4. NOT USED

5. REMOVE EXISTING X-RAY SIGNAGE, MAINTAINING RACEWAY FOR NEWSIGN.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:10

AM

NSW ZTW

1331 - ED1.23

LEVEL 3 -LIGHTING DEMOLITIONPLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 34 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 LEVEL 3 - LIGHTING DEMOLITION PLAN

AC

78" 78"

78" 78"

EPO

78"

J

JJ

J

J

J W

J48"48" EPO

EPOJ

48" AC

AC

AC

48"

W

J

W

F

AC

J

F

EPOAC

AC

AC

J

J

J

CLNGJ

K

GENERAL SHEET NOTES

KEYED SHEET NOTES

V

W

11

12

14CL2-MG-AL

IPU-6665-1032

DS-ST

ECB-CB1

ECB-CB2

ECB-CB34

CATH LAB 23H-105

SUPPLY3H-103

EQUIPMENT3H-104

CORRIDORC3-113

OFFICE3H-100CCONTROL

3H-102SCRUB3H-102A

HALL3H-100

BIOMED3H-101

OFFICE3H-100A

OFFICE3H-100B

HOLDING3G-120

HOLDING3G-121

HOLDING3G-122

ELEVE

CORRIDORC3-66

LOBBY3H-109

CORRIDORC3-68

10

10 10

32

6

7 7

121212121212

12

5

1310

8

6

4

4

4

11

2 3

2 3 1 3

9

5

9 6

13

2 4 6

442

2

2

2

2 2

2 2

4

1

18

16

15

15

4

2

2422 4

17

20

21

22

22

19

A. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR PHASESOF DEMOLITION AND CONSTRUCTION. COORDINATE WITH GENERALCONSTRUCTION.

B. DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES AND LIGHTINGFIXTURES IN DEMOLITION AREAS UNLESS NOTED OTHERWISE.

C. DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES IN WALLS TOBE DEMOLISHED. WALLS TO BE DEMOLISHED ARE SHOWN DASHED.DISCONNECT AND REMOVE ASSOCIATED CONDUIT AND WIRE BACKTO LAST REMAINING DEVICE. FURNISH AND INSTALL CONDUIT ANDWIRE AS NECESSARY FOR CONTINUITY OF CIRCUIT(S) TO ANYEXISTING DEVICES TO REMAIN. COORDINATE AND VERIFYREQUIREMENTS WITH NEW WORK IN AREA.

D. FURNISH AND INSTALL CONDUIT AND WIRE AS NECESSARY FORCONTINUITY OF ANY FEEDERS OR BRANCH CIRCUITS ORIGINATINGOUTSIDE THE DEMOLITION AREA THAT SERVES ANY ELECTRICALEQUIPMENT OR DEVICES TO REMAIN AFTER DEMOLITION. MODIFYOR REPLACE AS REQUIRED.

E. FURNISH AND INSTALL CONDUIT AND/OR COMMUNICATIONS/DATAWIRING AS NECESSARY FOR CONTINUITY OF ANY WIRINGORIGINATING OUTSIDE THE DEMOLITION AREA THAT SERVES ANYCOMMUNICATIONS/DATA EQUIPMENT OR DEVICES TO REMAIN AFTERDEMOLITION. MODIFY OR REPLACE AS REQUIRED.

F. DISCONNECT AND REMOVE LIGHT SWITCHES IN DEMOLITION AREASAS NECESSARY TO ACCOMMODATE NEW DOOR CONFIGURATIONS.

G. DISCONNECT AND REMOVE ANY EXISTING ELECTRICAL DEVICES ANDBACK BOXES AS NECESSARY WHERE NEW WALL CONSTRUCTIONWILL INTERSECT AN EXISTING WALL. FURNISH AND INSTALL CONDUITAND WIRE AS REQUIRED FOR CONTINUITY OF CIRCUIT(S).

H. FURNISH AND INSTALL BLANK COVER PLATES OVER ALL EXISTINGUNUSED OPENINGS.

I. ALL EXISTING COMMUNICATION CABLING IS ASSUMED TO ROUTEBACK TO IT ROOM 3J-124A (REFER TO ES2.24 FOR ROOM LOCATION)UNLESS NOTED OTHERWISE. VERIFY WITH OWNER.

1. RAISED FLOOR TO BE REMOVED BY OTHERS IN EXISTING CONTROLROOM. COORDINATE SCHEDULE WITH GENERAL CONTRACTORFOR DEMOLITION OF ELECTRICAL CABLING, RACEWAY, ANDGROUNDING LOCATED UNDER RAISED FLOOR.

2. FLOORING THIS SPACE TO BE REMOVED BY OTHERS. COORDINATEREMOVAL OF ALL ELECTRICAL FLOOR PENETRATIONS, INFILL OFHOLES, AND PREPARATION FOR NEW THROUGH FLOORPENETRATIONS AS CALLED OUT ON NEW PLANS.

3. DROP CEILING THIS ROOM TO BE REMOVED BY OTHERS.COORDINATE DEMOLITION OF ALL ELECTRICAL AND TECHNOLOGYDEVICES WITH GENERAL CONTRACTOR.

4. REMOVE ALL ELECTRICAL AND TECHNOLOGY CABLING ANDRACEWAY ASSOCIATED WITH SERVICE PEDESTAL.

5. DISCONNECT ALL ELECTRICAL ASSOCIATED WITH CRAC UNIT, TOBE REMOVED BY MECHANICAL CONTRACTOR. REMOVE CONDUITAND CONDUCTORS BACK TO PANELBOARD.

6. REMOVE SURFACE RACEWAY AND ALL ASSOCIATED CABLING ANDDEVICES.

7. REMOVE RECESSED ELECTRICAL RACEWAY SYSTEM AND ALLASSOCIATED CABLING DEVICES.

8. REMOVE ALL ELECTRICAL AND TECHNOLOGY LOCATED WITHINCHASE.

9. REMOVE COMMUNICATION CABLING BACK TO IDF AFTER OWNER'SSTAFF DISCONNECT/REMOVE EQUIPMENT.

10. REMOVE WAVEMARK'S CONDUIT AND WIRING TO PANELBOARD ANDCOMMUNICATION CABLING BACK TO IDF AFTER OWNER'S STAFFDISCONNECT/REMOVE EQUIPMENT.

11. COORDINATE REMOVAL OF EP WORKSTATION (BY OWNER) WITHSERVICE PEDESTAL REMOVAL.

12. DISCONNECT EQUIPMENT TO BE REMOVED BY EQUIPMENTVENDOR. REMOVE ALL ELECTRICAL AND TECHNOLOGY DEVICESAND CABLING AFTER EQUIPMENT IS REMOVED FROM SPACE.

13. REMOVE ISOLATION PANELBOARD AND ALL ASSOCIATED BRANCHCIRCUITS. REMOVE FEEDERS BACK TO SERVING ELECTRICAL ROOMAND RELABEL AS "SPARE" ON DISTRIBUTION EQUIPMENT.

14. DISCONNECT EXISTING MED GAS ALARM PANEL IN CONJUNCTIONWITH MECHANICAL CONTRACTOR. REFER TO ELECTRICAL POWERPLAN, SHEET ES2.23 FOR NEW LOCATION AND REQUIREMENTS.

15. DISCONNECT POWER TO DOOR OPERATOR FOR REMOVAL BYOTHERS.

16. REMOVE RFID, STORE, AND REINSTALL AT END OFCONSTRUCTION.

17. REMOVE SMOKE DETECTOR LOCATED UNDER RAISEDFLOOR SYSTEM.

18. DISCONNECT POWER CONNECTION TO SINK SOLENOID FORREMOVAL BY OTHERS. REMOVE CONDUIT AND CONDUCTORS BACKTO SOURCE.

19. DISCONNECT POWER TO AUTO OPERATOR FOR REMOVAL BYOTHERS. REMOVE KEYED SWITCH ASSOCIATED WITH THEAUTO OPERATOR.

20. REMOVE (1)2-1/2", (1)1-1/2", AND (1)1" ROUTED TO CONTROL ROOMUNDERFLOOR. COORDINATE FLOOR PATCHING WITH GENERALCONTRACTOR PRIOR TO WORK COMMENCING.

21. REMOVE (2)2-1/2" AND (1)2" ROUTED TO CONTROL ROOMUNDERFLOOR. COORDINATE FLOOR PATCHING WITH GENERALCONTRACTOR PRIOR TO WORK COMMENCING.

22. REMOVE (2)3", (4)2" AND (1)1" ROUTED THRU INTERSTITIAL SPACE TOXRAY EQUIPMENT. COORDINATE FLOOR PATCHING WITH GENERALCONTRACTOR PRIOR TO WORK COMMENCING.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:15

AM

NSW ZTW

1331 - ED1.24

LEVEL 3 - POWER & TECHNOLOGYDEMOLITION PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 35 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 LEVEL 3 - POWER & TECHNOLOGY DEMOLITION PLAN

DJ

OS OS OS

OS

D

OS

LV1

LV1

LV2

LV2LV2

D

D

LV4

R R

LV16

OS

LV2

FS

OSOS

GENERAL SHEET NOTES

KEYED SHEET NOTES

VW

11

12

UC2

UC2

UC2D2

D2

D1

D2

D1

D1

D2D2

D1

D1

D2

D2

D2 D1

D2

L24

L24

L24A

L24A

L24 L24

L24L24L24B

L24 L24 L24L24 L24 L24

D2

CONTROL3H-105C

CATH LAB 23H-105

SCRUB3H-104

SUPPLY3H-105B

UnoccupiedUnoccupied

EXAM3H-101

OFFICE3H-100A

EQUIPMENT3H-105A

D11

D3 D3

D3

D3D3

D3

Z1

Z1

Z1

Z1

Z9 Z9 Z9

Z2

Z2

Z2

D2Z9

Z3

Z4 Z6

Z5

ab

4a

4a

13b

13b

13b

13b

D2

D2

D2

11

11

11

9b

5

9b

9b

7

57

7

5

999

9

5

57

7

7

9a

9a

59a

5

4

4 4

4

4 4 4 4

4

WL

WL

4

WL

WL

NURSE AREADIMMER

ANESTHESIA AREADIMMER

IR

97

D2Z99

3

R1

R2 4

5

CL3F1-35,7,9

Z7

EM27

WL

10

EM25

5EM2

EM213

CORRIDORC3-173

44

11 11 11

OFFICE3H-100B

11

11

11

11

8

12 8

12

DT2

DT2DT2DT2

DT2

DT2

13

Z8

b

a

13

14

15

DT2 DT2HALL

3H-100

A. ALL RECESSED LIGHTING FIXTURES IN LAY-IN CEILINGS SHALL BEINSTALLED WITH 6' LONG FLEXIBLE METAL CONDUIT.

B. ALL MOUNTING HEIGHTS FOR LIGHTING FIXTURES ARE TO THEBOTTOM OF THE FIXTURES UNLESS INDICATED OTHERWISE.

C. SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR MOUNTINGHEIGHTS OF EXTERIOR LIGHTING FIXTURES.

D. REFER TO SECTION 26 0519 FOR MINIMUM CONDUCTOR SIZEADJUSTMENTS FOR VOLTAGE DROP.

E. WIRE COUNTS FOR CIRCUIT CONDUCTORS ARE NOT SHOWN.PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVECIRCUIT AND SWITCHING CONNECTIONS SHOWN.

F. MODIFICATIONS TO NUMBER OF CONDUCTORS IN HOME RUNS INADDITION TO CIRCUITS INDICATED ON THIS DRAWING AREPROHIBITED.

G. CIRCUIT NUMBERS AT DEVICES CORRESPOND TO PANELBOARDBREAKERS (SEE PANELBOARD SCHEDULE). BRANCH CIRCUITSSHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING,UNLESS INDICATED OTHERWISE ON THE ELECTRICAL EQUIPMENTSCHEDULE.

1. PROVIDE INDIVIDUAL DUPLEX RECEPTACLE.

2. NOT USED.

3. PROVIDE LIGHTING CONTROL EQUIPMENT TO CONTROL CATH LABLIGHTING. REFER TO LIGHTING CONTROL SEQUENCE OFOPERATIONS AND SPECIFICATIONS FOR EQUIPMENT, CONTROLSTATIONS, AND BOOM CONTROL STATIONS.

4. X-RAY IN-USE RELAY. PROVIDE ALLEN BRADLEY #700-HT3.

5. PROVIDE 3/4"C FROM RELAY TO "MA" CABINET. REFER TO X-RAY IN-USE LIGHT DETAIL, SHEET ES7.31.

6. PROVIDE LUTRON QSE-IO OR SIMILAR CONTROL INTERFACE WITHRELAYS FOR EACH LIGHTING CONTROL ZONE. CONNECT TO X-RAYSYSTEM OUTPUT INTERFACE SUCH THAT WHEN X-RAY IS OFF,LIGHTS ARE ENABLED.POWER FROM LINK POWER SUPPLY. INTERFACE WITH LUTRONSYSTEM WITH LINK CABLING. COORDINATE X-RAY CONTACTCLOSURE REQUIREMENTS WITH X-RAY SYSTEM VENDOR.

7. PROVIDE CEILING-MOUNT INFRARED RECEIVER FOR LUTRONLIGHTING CONTROL SYSTEM. CONNECT WITH LINK CABLING. USELUTRON QSE-IR-WH OR SIMILAR.

8. ROUTE D1, D2, D3, LIGHTS IN CATH LAB 2 (3H-105) THROUGHLIGHTING CONTROLLER (DIMMING MODULE) ZONE INDICATED.DIMMING EQUIPMENT LOCATED IN 3H-105A.

9. ROUTE WIRING THROUGH LUTRON LIGHTING CONTROL SYSTEM.

10. CONNECT TO LINE-SIDE (UNSWITCHED) OF 120V LIGHTING CIRCUITINDICATED.

11. CONNECT 277V LIGHTING IN THIS ROOM TO ASSOCIATED CIRCUIT INPANELBOARD NH3F1-1, UNLESS OTHERWISE INDICATED.

12. CONNECT 120V LIGHTING IN THIS ROOM TO CIRCUITS INDICATED INEXISTING PANELBOARD CL3J2-1C, UNLESS OTHERWISE INDICATED.

13. PROVIDE FOOT PEDAL CONNECTION (NO/NC MAINTAINED TOGGLESWITCH) FOR LIGHTING CONTROL INTERFACE.

14. CONNECT TO GFCI RECEPTACLE SHOWN ON POWER PLAN.

15. CONNECT TO EXISTING LIFE SAFETY CIRCUIT.

16. PROVIDE LUTRON QSE-IO CONTROL INTERFACE WITH RELAYS FOREACH OF NINE ZONES. CONNECT TO X-RAY SYSTEM OUTPUTINTERFACE SUCH THAT WHEN X-RAY IS OFF, LIGHTS ARE ENABLED.POWER FROM LINK POWER SUPPLY. INTERFACE WITH LUTRONSYSTEM WITH LINK CABLING. COORDINATE X-RAY CONTACTCLOSURE REQUIREMENTS WITH X-RAY SYSTEM VENDOR.

17. PROVIDE LUTRON NGRX-PB-WH POWER BOOSTER FOR EACHCIRCUIT (ZONE), AS REQUIRED. LOCATE IN RM. 3H-105A.

ECOS

YSEC

OSYS

ECOS

YSEC

OSYS

ECOS

YS

CATH LAB 2ZONE 1342 W OF LED ECO6 FIXTURES TYPE D1120V CKT CL3J2-1C/1

CATH LAB 2ZONE 2228 W OF LED ECO4 FIXTURES TYPE D1120V CKT CL3J2-1C/1

CATH LAB 2ZONE 374 W OF LED ECO1 FIXTURE TYPE D3120V CKT CL3J2-1C/3CATH LAB 2ZONE 474 W OF LED ECO1 FIXTURE TYPE D3120V CKT CL3J2-1C/3

CATH LAB 2ZONE 574 W OF LED ECO1 FIXTURES TYPE D3120V CKT CL3J2-1C/3

120VCL3J2-1C/

LOOP 1

LINK 1

RF

QSGRJ-16E-WHGRAFIK EYE QS WIRELESS 16 ZONE ECOSYSTEM4 GANG BACKBOXRM. 3H-105C QSWS2-2BN-WH

SCENE 1 + OFF1 GANG BACKBOXRM. 3H-105

QS CONTROL LINKTHE QS CONTROL LINK HAS A FREE WIRING TOPOLOGY (DAISY CHAIN, T-TAP,ETC.). FOR ILLUSTRATION PURPOSES THE QS CONTROL LINK IS SHOWN WIRED INTHE DAISY CHAIN FASHION. ADDITIONALLY, CONTROLS HAVE BEEN LAID OUT TOENSURE APPROPRIATE POWER TO EACH DEVICE. CHECK POWER REQUIREMENTSBEFORE MODIFYING DEVICE WIRING ORDER.USE LUTRON CABLE GRX-CBL-346S (4 CONDUCTOR NON-PLENUM) ORGRX-PCBL-346S (4 CONDUCTOR PLENUM). OTHERWISE USE 2 #18 AWG (1.0 mm SQ)AND 1 BELDEN #9461. USE GRX-CBL-46L FOR LINKS RUNNING LONGER THAN 500 FT.

ECOSYSTEM LINKTHE ECOSYSTEM LINK HAS A FREE WIRING TOPOLOGY(DAISY CHAIN FASHION, T-TAP, HOME-RUN, ETC.). FOR ILLUSTRATIONPURPOSES THE ECOSYSTEM LINK IS SHOWN WIRED IN DAISY CHAINFASHION. ECOSYSTEM LINK REQUIRES LUTRON CABLEC-CBL-216-GR-1 (2 #16 CONDUCTOR NON-PLENUM) OR C-PCBL-216-CL-1(2 #16 CONDUCTOR PLENUM RATED). OTHERWISE USE 2 #16 AWG BYOTHERS. ECOSYSTEM LINKS (E1 AND E2) ARE POLARITY INSENSITIVE.LINK LENGTH IS LIMITED BY THE WIRE GAUGE USED FOR E1 AND E2AS FOLLOWS:

WIRE GAUGE#18 AWG (1.02mm)#16 AWG (1.29mm)#14 AWG (1.63mm)#12 AWG (2.05mm)

MAX LOOP LENGTH550' (167m)900' (274m)1,400' (426m)2,200' (670m)

16

16

16

16

16

LINK 1QSWS2-5BRLIRI-WHSCENES 1-4 + OFF WITH SCENE RAISE/LOWERAND INFRARED RECEIVER1 GANG BACKBOXRM. 3H-105C

LINK 1QSWS2-5BRLIRI-WHSCENES 1-4 + OFF WITH SCENE RAISE/LOWERAND INFRARED RECEIVER1 GANG BACKBOXRM. 3H-105

17

17

17

17

17

IR

LINK 1CATH LAB - INFRARED RECEIVERQSE-IR-WHMOUNT ON CEILINGRM. 3H-105 (NEAR EAST WALL)

IR

CATH LAB - 4 SCENE PLUS MASTERRAISE/LOWER AND OFF WIRELESS

REMOTE CONTROLINFRARED TRANSMITTER

GRX-IT-WH(2 REQUIRED)

COORDINATE MOUNTINGLOCATIONS WITH COR

ECOS

YS

CATH LAB 2ZONE 674 W OF LED ECO1 FIXTURES TYPE D3120V CKT CL3J2-1C/3

16 17

ECOS

YS

CATH LAB 2ZONE 774 W OF LED ECO1 FIXTURES TYPE D3120V CKT CL3J2-1C/3

16 17

ECOS

YS

CATH LAB 2ZONE 874 W OF LED ECO1 FIXTURES TYPE D3120V CKT CL3J2-1C/3

16 17

ECOS

YS

CATH LAB 2ZONE 9168 W OF LED ECO4 FIXTURES TYPE D2120V CKT CL3J2-1C/5

16 17

RM. 3H-105 X-RAY FOOTSWITCH BY IMAGING EQUIPMENTVENDOR. PROVIDES INPUT TO LIGHTING CONTROL.OPERATION:ONE PRESS OF FOOTSWITCH - ALL LIGHTS "ON"2ND PRESS OF SWITCH - PREVIOUSLY-SELECTEDSCENE ENABLED

LV16

LV2 LV2 LV2 LV2

LINK 1QSWS2-2BN-WHSCENE 1 + OFF1 GANG BACKBOXRM. 3H-105C

LV1 LV4

QSWS2-5BRLIRI-WHSCENES 1-4 + OFF WITH SCENE RAISE/LOWERAND INFRARED RECEIVER1 GANG BACKBOXRM. 3H-105

LV1

LINK 1

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:19

AM

NSW ZTW

1331 - ES1.23

LEVEL 3 - LIGHTING PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 36 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 LEVEL 3 - LIGHTING PLANNO SCALE2 LIGHTING CONTROL WIRING DIAGRAM

WM

24"

WMWM

WM

WM WM WM

WMAC

WMAC

WMAC

WMAC

WMAC

WM

WM

WM

WM WM

ACAC

48"48"

ACAC

ACAC

ACAC

GFI GFI84"

GFI84"

54"54"

54"54"

GFI

60"

GFI60"

CR

WM

WM

J60"

WM

WM

J70"

WM

84" 84"

W

84" 84"

P

24"J60"

J

24"

ACGFI

GFI

GFIGFI

48"48"

JAC

GENERAL SHEET NOTES

KEYED SHEET NOTES

MBMPMEMAUCUP

PRBM

IT IT IT

WR WR WR

WR

PR

US

SU

HB ASBPEK

RB

CONTROL3H-105C

CATH LAB 23H-105

SCRUB3H-104

SUPPLY3H-105B

EXAM3H-101

UnoccupiedUnoccupied

OFFICE3H-100A

EQUIPMENT3H-105A

111111

25,27

25,27

25,27

25,27

25,27

12

16

161814

12

14

12

33

1816

18

31

31

33 33

9

109

107

10 9

28 26 21

7

6,8 18,20 6,8 18,20

14,16

14,16

14,16

14,16

14,16

22,2422,24

10,12

WM WM WM

ERBUPS MAUPC

RSP

2

ATY

MSA

SV

CL-IPU-2A1,3

4

3

OFFICE3H-100B12

10

1212

125

CL3F1-311

CL-IPU-214,16

CL-IPU-218,20

NL-IPU-26,8

9,11

9,11

CL-IPU-225,27

NL-IPU-29,11

CL-IPU-2

NL-IPU-2

CRAC-2

6

7

9

7

CL3F1-310

7

31

31

NL-IPU-210,12

16

7 7

10 10

45 DEGANGLE

1210

1111 10,12

CL-IPU-222,24

9

12

10

8

13

33

14

14

1

CL3F1-312,14

CL3F1-316,18

33

NL3F1-1B_33

14

11

11

NL3F1-1B_7,9,11

15

CL-IPU-2A

14

26

NL3F1-1B_14

13

16

NL3F1-1B_26,28

23

CL3F1-321,23

EPO

EPO

17

CB

18

19

10

10 1012 12

NL3F1-1B_10,12

20 20

20

21

22

23

24

24

25

25

26

A. WHERE CONNECTED TO A 20A. BRANCH CIRCUIT SUPPLYING ANINDIVIDUAL RECEPTACLE (SIMPLEX OR DUPLEX), THE RECEPTACLESHALL BE RATED AT 20A.

B. CONTRACTOR IS RESPONSIBLE FOR ALL RACEWAYS, POWER,CONDUCTORS, AND TERMINATIONS SHOWN OR NOTED ON PHILIPSREFERENCED DRAWINGS. AFTER VENDOR INSTALLATION OF X-RAY EQUIPMENT, THE CONTRACTOR SHALL RETURN AND MAKE ALL FINALTERMINATIONS FOR THE PHILIPS EQUIPMENT.

C. REFER TO SECTION 26 0519 FOR MINIMUM CONDUCTOR SIZEADJUSTMENTS FOR VOLTAGE DROP.

D. WIRE COUNTS FOR CIRCUIT CONDUCTORS ARE NOT SHOWN. PROVIDEPROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUIT ANDSWITCHING CONNECTIONS SHOWN.

E. MODIFICATIONS TO NUMBER OF CONDUCTORS IN HOME RUNS INADDITION TO CIRCUITS INDICATED ON THIS DRAWING AREPROHIBITED.

F. CIRCUIT NUMBERS AT DEVICES CORRESPOND TO PANELBOARDBREAKERS (SEE PANELBOARD SCHEDULE). BRANCH CIRCUITSSHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING,UNLESS INDICATED OTHERWISE ON THE ELECTRICAL EQUIPMENTSCHEDULE.

G. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OFMATERIALS, POWER, AND RACEWAYS SHOWN ON THE PHILIPSDRAWINGS.

1. WIREMOLD 12" OFF OF FLOOR SHOWN CLOSEST TO WALL. OFFSETWIREMOLD REPRESENTS ABOVE COUNTER RUN.

2. PROVIDE TWO ISOLATION PANELS IN ONE ENCLOSURE. PROVIDE 2#10,#10G,1"C. FROM NL-IPU-2 TO NL3F1-1A. PROVIDE 2#10,#10G,1"C.FROM CL-IPU-2 TO CL3F1-3.

3. AUXILIARY BOX - 6" (155MM) W X 6" (155MM) H X 4" (105MM) D WALLBOX, FLUSH MOUNTED 70" (1780MM) A.F.F. TO THE BOTTOM OF THEBOX WITH REMOVABLE SCREW-TYPE COVER PLATE. HEIGHT ANDLOCATION SHOWN ARE RECOMMENDED AND MAY BE CHANGED -VERIFY HEIGHT AND RELOCATION WITH LOCAL PHILIPS SERVICE.

4. PG LIFELINK TYPE RLO-R LASER RECEPTACLE AND BOX FOREXCIMER LASER SYSTEM. PROVIDE 250VAC-30 AMP TWIST-

LOCK RECEPTACLE, NEMA L6-30R. CONNECT TO 20A-2P BREAKER INISOLATION PANELBOARD ABOVE.PROVIDE ALSO WIRING THROUGHRECEPTACLE BOX'S PLUG CONTROL SWITCH, SUCH THAT WHEN

RECEPTACLE IS IN-USE, "LASER-ON" WARNING LIGHTS SYSTEM ISENERGIZED.

5. EXISTING RECEPTACLE. EXTEND NEW CIRCUIT TO EXISTINGDEVICE.

6. ROUTE UP THROUGH INTERSTITIAL, THEN TO NEW CIRCUIT INPANEL CL3F1-3. PROVIDE 20A-1P CIRCUIT BREAKER.

7. EXISTING RECEPTACLES TO REMAIN IN THIS ROOM.

8. COORDINATE FINAL LOCATION OF RECEPTACLES ON THIS WALLWITH COR AND VA I.T. STAFF PRIOR TO ROUGH-IN.

9. PROVIDE 18" WIDE, FLUSH MOUNTED CEILING DUCT WITH ALUMINUMCOVER. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

10. PROVIDE (3) 4" STI EZ PATH ACCOUSTICAL PATHWAYS FORCOMMUNICATION CABLING.

11. PROVIDE POWER TO DOOR OPERATOR, COORDINATING INTERFACEREQUIREMENTS WITH DOOR HARDWARE AND SECURITY INTERLOCKS.POWER FROM PANEL LL3B2-1 IN RM. 3A-105.

12. INSTALL DIVISION 8 FURNISHED "ON-OFF-HOLD" TOGGLE SWITCHFOR DOOR OPERATOR OVERRIDE.

13. REINSTALL RFID DEVICE

14. PROVIDE INDIVIDUAL DUPLEX RECEPTACLE.

15. CONNECT TO "UC2" UNDERCABINET LIGHTING. SEE LIGHTING PLAN.

16. PROVIDE 30A, 125V, TWIST-LOCK RECEPTACLE L5-30R. PROVIDE3/4"C, 2 #10, #10G TO CIRCUIT INDICATED.

17. PROVIDE (2) DUAL CHANNEL SURFACE MOUNTED RACEWAYS, (1)ABOVE COUNTER AND (1) BELOW COUNTER. REFER TOARCHITECTURAL ELEVATIONS FOR MOUNTING LOCATIONS,COORDINATING WITH ALL INTERCONNECTING CONDUITS ANDRACEWAYS FOR SYSTEMS EQUIPMENT.

18. PROVIDE 125A-3P ENCLOSED CIRCUIT BREAKER (CB) WITH SHUNTTRIP (120V COIL).

19. PROVIDE 3 #1, #1 GND, 1-1/4"C, FROM SHUNT TRIP CIRCUITBREAKER (CB) TO VENDOR EQUIPMENT MAINS CABINET (MA)POWER INPUT.

20. PROVIDE (7) TOTAL CIRCUITS TO EACH BOOM. EACH BOOM SHALLHAVE (2) HOMERUN CONDUITS TO CL-IPU-2, AND (1) HOMERUN TONL-IPU-2. COORDINATE WITH BOOM SUPPLIER FOR RACEAYCONNECTIONS FROM HOMERUNS PRIOR TO ROUGH-IN.REFER TOPANEL SCHEDULES FOR CIRCUITING INFORMATION.

21. PROVIDE (1) 6" SQ. JUNCTION BOX WITH STAINLESS STEEL COVERPLATE. ROUTE (1) 2 1/2" CONDUIT FROM JUNCTION BOX TO WR3.

22. PROVIDE (2) 2 1/2" CONDUITS FROM IT RACK (ROOM 3H-105A) TONURSE BOOM.

23. PROVIDE (3) NIPPLES FROM END OF GUTTER TO BOOM RACEWAYACCESS.

24. PROVIDE (1) 2 1/2" CONDUIT EACH FROM WR3 TO NURSE BOOM ANDANESTHESIA BOOM.

25. PROVIDE (2) 2 1/2" CONDUITS FROM WR3 TO WR1.

26. PROVIDE (1) 2 1/2" CONDUIT FROM WR2.

NL3F1-2

NT3F1-2

CL3F1-3

NL3F1-1B_

NL3F1-1A_

NT3F1-1

NH3F1-1_

CL3F1-1_

CL3F1-2_

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:24

:09

AM

NSW ZTW

1331 - ES2.23

LEVEL 3 - POWER PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 37 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 LEVEL 3 - POWER PLAN

1/4" = 1'-0"2 ELECTRICAL ROOM 3H-122

KEYED SHEET NOTES

GENERAL SHEET NOTES

ELECTRICAL RMAND TELECOM

CATH LAB 2WORK AREA

CATH LAB 2CEILING POP UP

1

1. MODIFIY EXISTING POWER AND COMMUNICAITON CABLETRAYS(PHYSICALLY STACKED, SHOWN SEPERATE FOR CLARITY ON PLANDRAWINGS) TO BE OUTSIDE THE NEW POP UP CEILING SPACE. REFERTO ARCHITECTUAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.

A. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR PHASESOF DEMOLITION AND CONSTRUCTION. COORDINATE WITH GENERALCONSTRUCTION.

B. DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES AND LIGHTINGFIXTURES IN DEMOLITION AREAS UNLESS NOTED OTHERWISE.

C. DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES IN WALLS TOBE DEMOLISHED. WALLS TO BE DEMOLISHED ARE SHOWNDASHED. DISCONNECT AND REMOVE ASSOCIATED CONDUIT ANDWIRE BACK TO LAST REMAINING DEVICE. FURNISH AND INSTALLCONDUIT AND WIRE AS NECESSARY FOR CONTINUITY OF

CIRCUIT(S) TO ANY EXISTING DEVICES TO REMAIN. COORDINATE ANDVERIFY REQUIREMENTS WITH NEW WORK IN AREA.

D. FURNISH AND INSTALL CONDUIT AND WIRE AS NECESSARY FORCONTINUITY OF ANY FEEDERS OR BRANCH CIRCUITS ORIGINATINGOUTSIDE THE DEMOLITION AREA THAT SERVES ANY ELECTRICALEQUIPMENT OR DEVICES TO REMAIN AFTER DEMOLITION. MODIFY

OR REPLACE AS REQUIRED.

E. FURNISH AND INSTALL CONDUIT AND/OR COMMUNICATIONS/DATAWIRING AS NECESSARY FOR CONTINUITY OF ANY WIRINGORIGINATING OUTSIDE THE DEMOLITION AREA THAT SERVES ANYCOMMUNICATIONS/DATA EQUIPMENT OR DEVICES TO REMAIN AFTERDEMOLITION. MODIFY OR REPLACE AS REQUIRED.

F. DISCONNECT AND REMOVE LIGHT SWITCHES IN DEMOLITION AREASAS NECESSARY TO ACCOMMODATE NEW DOOR CONFIGURATIONS.

G. DISCONNECT AND REMOVE ANY EXISTING ELECTRICAL DEVICES ANDBACK BOXES AS NECESSARY WHERE NEW WALL CONSTRUCTIONWILL INTERSECT AN EXISTING WALL. FURNISH AND INSTALLCONDUIT AND WIRE AS REQUIRED FOR CONTINUITY OF CIRCUIT(S).

H. FURNISH AND INSTALL BLANK COVER PLATES OVER ALL EXISTINGUNUSED OPENINGS.

I. ALL EXISTING COMMUNICATION CABLING IS ASSUMED TO ROUTEBACK TO IT ROOM 3J-124A (REFER TO ES2.24 FOR ROOM LOCATION)UNLESS NOTED OTHERWISE.

J. WHERE CONNECTED TO A 20A. BRANCH CIRCUIT SUPPLYING ANINDIVIDUAL RECEPTACLE (SIMPLEX OR DUPLEX), THE RECEPTACLESHALL BE RATED AT 20A.

K. CONTRACTOR IS RESPONSIBLE FOR ALL RACEWAYS, POWER,CONDUCTORS, AND TERMINATIONS SHOWN OR NOTED ON PHILIPSREFERENCED DRAWINGS. AFTER VENDOR INSTALLATION OF X-RAYEQUIPMENT, THE CONTRACTOR SHALL RETURN AND MAKE ALLFINAL TERMINATIONS FOR THE PHILIPS EQUIPMENT.

L. REFER TO SECTION 26 0519 FOR MINIMUM CONDUCTOR SIZEADJUSTMENTS FOR VOLTAGE DROP.

M. WIRE COUNTS FOR CIRCUIT CONDUCTORS ARE NOT SHOWN.PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITAND SWITCHING CONNECTIONS SHOWN.

N. MODIFICATIONS TO NUMBER OF CONDUCTORS IN HOME RUNS INADDITION TO CIRCUITS INDICATED ON THIS DRAWING AREPROHIBITED.

O. CIRCUIT NUMBERS AT DEVICES CORRESPOND TO PANELBOARDBREAKERS (SEE PANELBOARD SCHEDULE). BRANCH CIRCUITSSHALL BE SIZED ACCORDING TO THE CIRCUIT BREAKER RATING,UNLESS INDICATED OTHERWISE ON THE ELECTRICAL EQUIPMENTSCHEDULE.

P. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OFMATERIALS, POWER, AND RACEWAYS SHOWN ON THE PHILIPSDRAWINGS.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

1/8" = 1'-0"

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:30

AM

NSW ZTW

1331 - ES2.24

LEVEL 3 - INTERSTITIAL CATH 2

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 38 OF 49

CD ISSUE 01/19/2018

1/8" = 1'-0"1 LEVEL 3 - INTERSTITIAL CATH 2

CODEBLUE

NURSECALLPULL

WM

24"

WMWM

WM

WM WM WM

WMAC

WMAC

WMAC

WMAC

WMAC

WM

WM

WM

WM WM

ACAC

48"48"

ACAC

ACAC

ACAC

GFI GFI84"

GFI84"

54"54"

54"54"

GFI

60"

GFI60"

CR

WM

WM

J60"

WM

WM

J70"

WM

84" 84"

W

84" 84"

B

P

FS

FS

FS

FS

FSF

FS

24"J60"

J

24"

ACGFI

GFI

S S

SS

GFIGFI

48"48"

JAC

GENERAL SHEET NOTES

KEYED SHEET NOTES

VW

11

12

CONTROL3H-105C

CATH LAB 23H-105

SCRUB3H-104

EQUIPMENT3H-105ASUPPLY

3H-105B

UnoccupiedUnoccupied

OFFICE3H-100A

EXAM3H-101

2 4 2

4 4 4

44

4

4

4

4

4

4

12

4

4

4 N1

4

4

4

4

41

4

4

4

4

4

4

UP UC MA ME MP MB

4 N1

4 N2

13

1, MAC

1 1

3

4

OFFICE3H-100B2 2

EPO

EPO

5

5

7TYP

8

6

9

9

4 4

4

4

HALL3H-100

4

A. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALLELECTRICAL ITEMS SHOWN ON THE DRAWINGS, EXCEPT ITEMS LISTED ONSHEET E0.01 GENERAL ELECTRICAL NOTES.

B. INSTALL CONDUIT WITH NO MORE THAN (2) 90° BENDS BETWEEN PULLBOXES, AND NO MORE THAN 100'-0" BETWEEN PULL BOXES. PULLBOXES SHALL BE INSTALLED FOR STRAIGHT THRU PULLS ONLY.

C. ALL COMMUNICATIONS CABLES SHALL BE INSTALLED IN CONDUIT,CABLE TRAY, CEILING DUCT. OR SUPPORTED BY CABLE HOOKS.PROVIDE BUSHINGS AT THE ENDS OF ALL CONDUIT WHERE STUBBEDABOVE ACCESSIBLE CEILINGS OR WHERE DROPPED INTO CABLETRAY. PROVIDE CABLE HOOKS ABOVE ACCESSIBLE CEILINGS FORCABLE INSTALLATION WHERE NOT INSTALLED IN CONDUIT OR CABLETRAY.

D. 30 DAY NOTICE TO VA REQUIRED FOR ALL AIR HANDLERSHUTDOWNS.

E. ALL AIR HANDLER SHUTDOWNS SHALL BE SCHEDULED FOR 8:00PM-5:00AM MONDAY-FRIDAY, OR ON WEEKENDS BETWEEN 8:00PM AND5:00AM MONDAY.

1. PROVIDE DOOR INTERLOCK SWITCH FOR DOOR 3H-105 TO KEEPDOOR IN SECURED STATE DURING PROCEDURE.

2. EXISTING COMMUNICATION CABLING TO REMAIN IN THIS SPACE.

3. PROVIDE CODE BLUE STATION. REFER TO SPECIFICATIONS FORADDITIONAL INFORMATION.

4. PROVIDE DURESS BUTTON INTERCONNECTED TO SECURITYSYSTEM. REFER TO SPECIFICATIONS AND SECURITY SCHEDULE FORADDITIONAL INFORMATION.

5. E.P.O. SWITCH FOR IMAGING EQUIPMENT EMERGENCY SHUTDOWN.REFER TO POWER PLAN FOR INTERFACE WITH SHUNT TRIPCIRCUIT BREAKER.

6. PROVIDE 10RU WALL MOUNTED IT CABINET (FULLY ENCLOSED WITHKEY LOCK AND INTERGRAL ROOF FAN). CABINET WILL HOUSE KVMSWITCH AND VIDEO SCALER/COMBINEREQUIPMENT.

7. NEW FIRE ALARM DEVICES SHALL BE INTEGRAL TO THE EXISTINGFCI/GAMEWELL SYSTEM. DEVICES REMOVED DURING DEMOLITIONMAY BE REUSED AFTER CLEANING/TESTING .

8. REFER TO POWER DRAWINGS FOR DUAL CHANNEL RACEWAYREQUIREMENTS.

9. REFER TO POWER DRAWINGS FOR CEILING DUCT RACEWAYREQUIREMENTS.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:35

AM

NSW ZTW

1331 - ES3.23

LEVEL 3 - SYSTEMS PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 39 OF 49

CD ISSUE 01/19/2018

1/4" = 1'-0"1 LEVEL 3 - ELECTRICAL SYSTEMS PLAN

CODEBLUE

NURSECALLPULL

KEYED SHEET NOTES

GENERAL SHEET NOTESVWXYZAA

8

9

10

11

12

BBCCDDFF EEGGHH

13

U

14

15

16

17

18

19

20

21

22

LL3B2-1

CATH LAB 2DOOR OPERATORSELECTRICAL ROOM3A-105

CATH LAB 2 CATH LAB 2ELECTRICAL ROOM: 3H-122IT CLOSET: 3H-123

3A-105

2ELECTRICAL ROOM: 3J-124c

1

34

5

5

1. LOW VOLTAGE CABLING TO 3H-123

2. CARD READERS TO 3J-124c

3. PROVIDE 18" X 4" CABLETRAY FROM IT CLOSET TO CATH LAB 2PROJECT AREA.

4. OWNER SHALL FURNISH LADDER RACK FOR CONTRACTOR TOINSTALL TO ACCOMMODATE COMMUNICATION CABLING SERVICELOOPS AS REQUIRED BY THE SPECIFICATIONS.

5. PROVIDE CABLETRAY AROUND 2 HOUR ENCLOSURE,INTERCONNECTING CONTROL ROOM TO BOOMS. PROVIDE (1) 3"CONDUIT DROP TO EACH BOOM FROM CABLE TRAY.

A. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALLELECTRICAL ITEMS SHOWN ON THE DRAWINGS, EXCEPT ITEMS LISTED ONSHEET E0.01 GENERAL ELECTRICAL NOTES.

B. INSTALL CONDUIT WITH NO MORE THAN (2) 90° BENDS BETWEEN PULLBOXES, AND NO MORE THAN 100'-0" BETWEEN PULL BOXES. PULLBOXES SHALL BE INSTALLED FOR STRAIGHT THRU PULLS ONLY.

C. ALL COMMUNICATIONS CABLES SHALL BE INSTALLED IN CONDUIT,CABLE TRAY, CEILING DUCT. OR SUPPORTED BY CABLE HOOKS.PROVIDE BUSHINGS AT THE ENDS OF ALL CONDUIT WHERE STUBBEDABOVE ACCESSIBLE CEILINGS OR WHERE DROPPED INTO CABLETRAY. PROVIDE CABLE HOOKS ABOVE ACCESSIBLE CEILINGS FORCABLE INSTALLATION WHERE NOT INSTALLED IN CONDUIT OR CABLETRAY.

D. 30 DAY NOTICE TO VA REQUIRED FOR ALL AIR HANDLERSHUTDOWNS.

E. ALL AIR HANDLER SHUTDOWNS SHALL BE SCHEDULED FOR 8:00PM-5:00AM MONDAY-FRIDAY, OR ON WEEKENDS BETWEEN 8:00PM AND5:00AM MONDAY.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:43

AM

NSW ZTW

1331 - ES3.24

LEVEL 3 - OVERALL SYSTEMS PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 40 OF 49

CD ISSUE 01/19/2018

1/16" = 1'-0"1 LEVEL 3 - OVERALL SYSTEMS PLAN

GENERAL SHEET NOTES

KEYED SHEET NOTES

A. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR WIRING ALLELECTRICAL ITEMS SHOWN ON THE DRAWINGS, EXCEPT ITEMS LISTED ONSHEET E0.01 GENERAL ELECTRICAL NOTES.

B. INSTALL CONDUIT WITH NO MORE THAN (2) 90° BENDS BETWEEN PULLBOXES, AND NO MORE THAN 100'-0" BETWEEN PULL BOXES. PULLBOXES SHALL BE INSTALLED FOR STRAIGHT THRU PULLS ONLY.

C. ALL COMMUNICATIONS CABLES SHALL BE INSTALLED IN CONDUIT,CABLE TRAY, CEILING DUCT. OR SUPPORTED BY CABLE HOOKS.PROVIDE BUSHINGS AT THE ENDS OF ALL CONDUIT WHERE STUBBEDABOVE ACCESSIBLE CEILINGS OR WHERE DROPPED INTO CABLETRAY. PROVIDE CABLE HOOKS ABOVE ACCESSIBLE CEILINGS FORCABLE INSTALLATION WHERE NOT INSTALLED IN CONDUIT OR CABLETRAY.

D. 30 DAY NOTICE TO VA REQUIRED FOR ALL AIR HANDLERSHUTDOWNS.

E. ALL AIR HANDLER SHUTDOWNS SHALL BE SCHEDULED FOR 8:00PM-5:00AM MONDAY-FRIDAY, OR ON WEEKENDS BETWEEN 8:00PM AND5:00AM MONDAY.

VW

10

11

12

13

U

RF-054

VFD

VFDVFD

AHU-54-SF1

AHU-54-SF22

2

3

5

4

6

6

EHPNC-1 / #8,10,12

EHPNC-1 / #31,33,35

14

15

16

17

18

MCC-PS1

SUBSTATION11 EHPNC-1

1

7

7

1. REPLACE EXISTING 20A-3P BREAKER, CKT. 8,10,12 WITH 30A-3PBREAKER. USE TO FEED AHU-54 SUPPLY FAN VFD'S (2).

2. EXISTING AHU-54 SUPPLY FAN AND VFD. DISCONNECT AND REMOVEEXISTING ELECTRICAL FEED TO SUPPLY FAN DISCONNECT, FEDFROM EXISTING MCC-PS1. LABEL EXISTING MCC BUCKET AS"SPARE". FANS ARE 5HP, 460V, 3-PHASE.

3. PROVIDE NEW FEED FROM EMERGENCY POWER PANEL EHPNC-1,LOCATED IN SUBSTATION ROOM 11. USE 3/4"C, 3#10, #10G. CONNECTTO NEW 30A-3P CIRCUIT BREAKER, CKT. 8,10,12.

4. EXISTING RETURN AIR FAN AND VFD. DISCONNECT AND REMOVEEXISTING ELECTRICAL FEED TO DISCONNECT FOR RETURN FAN 054FROM MCC-PS1. LABEL EXISTING MCC BUCKET AS "SPARE". FAN IS7.5HP, 460V, 3-PHASE.

5. PROVIDE NEW FEED FROM EMERGENCY POWER PANEL EHPNC-1,LOCATED IN SUBSTATION RM. 11. USE 3/4"C, 3#10, #10G. CONNECTTO EXISTING 15A-3P SPARE BREAKER, CKT. 31,33,35.

6. EXISTING VFD(S) AND 30A-3P DISCONNECT TO REMAIN.

7. CONTRACTOR MAY REUSE EXISTING CONDUIT/WIRE FROM MCC TOFANS, EXTENDING FROM MCC TO PANELBOARD EHPNC-1.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

1/8" = 1'-0"

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:47

AM

NSW ZTW

1331 - ES3.25

PENTHOUSE - AHU PLAN

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 41 OF 49

CD ISSUE 01/19/2018

1/8" = 1'-0"2 PENTHOUSE - AHU PLAN

RECESSED CANLUMINAIRE

CEILING HANGERWIRE, TYP 12GA. HANGER WIRE AT

DIAGONAL CORNER ATTACHEDTO STRUCTURE

LUMINAIREBAR HANGERS

ACOUSTICALCEILING TILE(TYP)

RECESSED CANLUMINAIRE

ARCHITECTURAL CEILING GRID

ARCHITECTURALCEILING GRID

WIRE TIE ORSCREW BARHANGER TOARCHITECTURALCEILING GRID TYP.WIRE TIE THROUGH

MOUNTING CHANNEL& CROSS BEAM, TYP.

#12 GA. HANGER WIRE THROUGHINTEGRAL GALVANIZED LIPPED STEELMOUNTING CHANNEL & ATTACHED TOSTRUCTURE

INTEGRAL GALVANIZED LIPPEDSTEEL MOUNTING CHANNEL

CEILING HANGER WIRE

ARCHITECTURALCEILING GRID

1/4" SCREW

JUNCTION BOX

LOCKING SQUARENUT & WASHER

ARCHITECTURALCEILING GRID

ACOUSTICAL CEILINGTILE (TYP)

ARCHITECTURALCEILING GRID

3 TWISTMINIMUM (TYP)

LUMINAIRESUSPENSION WIRES(# 10 MIN) ATTACHEDTO STRUCTURE(TYP EA. CORNER)

ACOUSTICAL CEILINGTILE (TYP)

LUMINAIRE. REFER TO SCHEDULE

ARCHITECTURALCEILING GIRD

FIXTURE WHIP FROMJUNCTION BOX(6FT LONG MAX.)

LUMINAIRE. REFERTO SCHEDULE

#6 AWG TO GROUNDBUS BAR LOCATEDWITHIN EQUIPMENTROOM 3H-105A.

12" M

INIM

UM

CONCRETE STRUCTURE

90 DEGREE BEND PRIOR TOENTERING PULL BOX, TYPICAL

INTERSTITIAL SPACE

CORE DRILL PENETRATION THRUINTERSTITIAL FLOOR, INSTALLFIRESTOPPING AROUNDCONDUITS PER LOCAL STANDARDDETAILS

TYPICALFOR EXISTING

SURFACEMOUNTED

PANELBOARD

SECURE PULLBOXTO UNISTRUT ASREQUIRED BY FIELDCONDITION.

MINIMUM SIZE SHALLBE 18" X 18" X 4".LARGER SIZE BOX ASREQUIRED PER NEC.MOUNT JUNCTION BOXAS HIGH AS POSSIBLEABOVE INTERSTITIALDECK FOR WIREPULLING ACCESS

ELECTRICAL ROOM FLOOR

EXISTING PANELBOARDFEEDER IN CONDUIT

INTERSTITIAL DECK

TO W

EB O

F STR

UCT.

E.M.T. THROUGH INTERSTITIAL DECKPROVIDE FIRE STOPPINGINTERSTITIAL DECK

CIRCUIT EXTENSIONS IN PROJECT SPACE, PER PLANS

4 11/16" X 4 11/16" JUNCTION BOX IN SPACE CEILING CAVITY.LABEL JUNCTION BOX COVERS W/ CIRCUIT NUMBERS, SEE SPECIFICATIONS.

4 11/16" X 4 11/16" JUNCTION BOX IN INTERSTITIAL SPACE (TRANSITION POWERCONDUCTORS WITHIN THIS JUNCTION IN INTERSTITIAL SPACE. 20A CIRCUITSHALL TRANSITION FROM #12 TO #10 CONDUCTORS FROM THIS POINT TO SOURCEBREAKER. SIMILARILY 30A CIRCUIT SHALL TRANSITION FROM #10 TO #8 CONDUCTORS).COMMUNICATION & SIGNAL CONDUCTORS SHALL NOT BE SPLICED IN ANY MANNERUNLESS SPECIFICALLY NOTED. LABEL JUNCTION BOX COVERS W/ CIRCUIT NUMBERS.SEE SPECIFICATIONS.

FLEXIBLE METAL CONDUIT (EMC) W/ CONDUCTORS AS REQUIREDMUST MEET THE REQUIREMENTS OF NEC ARTICLES 250.118 AND 517.13

UTILIZE EXISTING WIREWAY IN INTERSTITIAL SPACE ABOVE PROJECT AREA AALLOWED BY NEC ARTICLE 376. PROVIDE NEW HOME RUN CONDUIT ASREQUIRED BY CODE OR AS NOTED ELSEWHERE IN CONSTRUCTION DOCUMENTS,CONNECT RACEWAY SYSTEM TO ASSOCIATED WIREWAY (POWER, SIGNAL,COMMUNICATION).

PROVIDE CONDUITS FOR CIRCUITS ASREQUIRED BY PROJECT DRAWINGS.MINIMUM SIZE OF CONDUITS SHALL BE3/4". 3/4" CONDUIT IS LIMITED TO 3CIRCUITS. COORDINATE LARGER CONDUITSAND NUMBER OF CIRCUITS WITH COR.COORDINATE CONDUIT LAYOUT TO JUNCTIONBOX WITH COR BEFORE INSTALLATION.PROVIDE SPARE SPACE ON CONDUIT RACKFOR FUTURE 3/4" CONDUITS.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:50

AM

NSW ZTW

1331 - ES7.21

ELECTRICAL DETAILS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 42 OF 49

CD ISSUE 01/19/2018

NO SCALE1 DOWNLIGHT MOUNTING - LAY-IN CEILINGNO SCALE2 EXIT SIGN MOUNTING - LAY-IN CEILING

NO SCALE3 LUMINAIRE MOUNTING - LAY-IN CEILINGNO SCALE4 EQUIPOTENTIAL REFERENCE GROUND BAR DETAIL

NO SCALE5 GROUNDING DETAIL

NO SCALE6 X-RAY IN-USE LIGHT, EXAM ROOM LIGHTS, AND DOOR SWITCH - TYPICAL CONNECTION DETAILS

NO SCALE7 WIRING TROUGH DETAILNO SCALE8 PANELBOARD AND BRANCH RACEWAY DETAIL

Building Steel

125ACIRCUIT BREAKERWITH SHUNT TRIP

CB

ERB

ECB

PCB

PPCB

GROUND

BUILDING STEEL#6 GROUND

GROUND(RECOMMEND #1)

**480V3 WIRE + PE(SAME SIZE)

480VFACILITY

DISTRIBUTION( )

ST

EPO SWITCHMULTI CONTACT(DOUBLE POLE SINGLE THROW 2 N/O CONTACTS)

SHUNT TRIP 2#14

SHUN

T TRI

P 2#

14

4400 SERIES25kVA UPS

UPS

N2FACILITY SUPPLIED NETWORK CONNECTION REQUIRED.

10/100 BASE T VIA RJ45 CONNECTOR

CONTROL/DATA CABLE SUPPLIED1-1/2" CONDUIT (USE OF CAT6a CABLE IS A SUITABLE ALTERNATIVE)

RSP

OPTIONAL REMOTESTATUS PANEL

WALL MOUNTED INCONTROL ROOM

OPTIONALRemoteEye IV

NEWTORKMONITOR

120V2#18 AWG

480V3 WIRE, #6 AWG

480V3 WIRE, #6 AWG

TB5

TB1

TB1

TB3

TB1TB3

#8 G

ROUN

D

4#14

SHUN

T TRI

P AN

DAU

XILL

ARY

CONT

ROL

2#2 (

DC +/

- VE)

BATTERY SECTIONOF UPC

UPCX-RAYHI/LOW

LOAD

UNIVERSALPOWER

CONTROLLER

INPUTFROM UPS

SYSCO/MAIN

PDUINPUT

OUTPUT LNTO UPS

480V 3#6 AWG

480V 3#6 AWG

480V 3#6 AWG

CONTROL 2#20 AWGEMERGENCY POWER

#6 GROUND (SEE NOTE BELOW)

#6 GROUND

#6 GROUND

CRC

TB1

TB2

TB3

EXT-GPIOPIN 9 (-) AND 10 (+)

"MAIN"CABINET(gPDU)

MA

TB103 WIRE

CRC COVER WITH TERMILAN BLOCKS/(CAN BE A PREDELIVERY ITEMTO BE INSTALLED BY CONTRACTOR)

480V 3 WIRE(RECOMMEND #1)

GROUND(RECOMMEND #1) PHILIPS CV SYSTEM

*TO AVOID UNPLANNED GROUND SHORTS TO SYSTEM PEUSE OF THE SUPPLIED WIRING HARNESS IS RECOMMENDED.IF METAL CONDUITS ARE USED YOU SHOULD INCLUDE AGROUND CONDUCTOR FROM THE LOAD BLOCK TO RUN IN THECONDUIT BUT DO NOT CONNECT AT TB3. IF SOLID METALCONDUITS ARE USED THEY SHOULD BE ISOLATED FROMCABINETRY AT EACH END BY USE OF INSULATED FITTINGS.THE METAL CONDUIT MUST BE GROUNDED SEPARATELY.THIS DOES NOT APPLY IF YOU ARE USING FLEX PROVIDING ITIS NOT CLAMPED INADVERTENTLY TO BUILDING STEEL.ALTERNATIVELY, IF NOT ISOLATING THE CONDUITS FROMCABINETRY THEN THE CONDUIT SECURING CLAMPS USEDALONG ITS LENGTH SHOULD BE NON-CONDUCTIVE.

IMPORTANT NOTES:1. CONNECT GROUND FROM UPC TO MAIN CABINETAT TB1 AND TB2. DO NOT CONNECT GROUNDS ATTB3.

2. DO NOT RUN DC BATTERY CONDUCTORS IN SAMECONDUIT AS AUXILLIARY CONTROL AND SHUNT TRIPCABLES.

3. CABLES FROM MAIN CABINET TO UPC AND UPC TOUPS SUPPLIED BY PHILIPS.

Note:ALL POWER (SYSTEM AND SHUNT TRIP) WIRES AND GROUND (SYSTEM ANDBONDING) WIRES, BREAKERS, AND SPLITTERS ARE PROVIDED ANDINSTALLED BY CONTRACTOR.

SIZE OF THE WIRES IS BASED ON CONDUIT RUN LENGTH SHOWN ONCONDUIT SHEET, THE SIZE OF THE WIRE WILL NEED TO BE INCREASED FORLONGER RUNS.

CONDUCTORS, DESTINATIONS, AND NUMBER OF CONDUIT RUNS WILL VARYFROM SYSTEM TO SYSTEM. CONSULT INDIVIDUAL SITE PLANS FORDETAILED CONDUIT SCHEDULES.

AC-DC POWER SUPPLYINCLUDED WITH RemoteEye

120V AC OUTLET(LESS THAN 5' FROM RemoteEye)

120V AC OUTLET(LESS THAN 5' FROM RSP

AC-DC POWER SUPPLYINCLUDED WITH RSP

CONTACT PHILIPS ZONE POWER SPECIALIST FOR DETAILED WIRING DIAGRAM.

DIAGRAM - STANDARD CONNECTION - 25kVA UPS WITH UPC

LEGEND

FLEX, LIQUID TIGHT, ECT.

GROUND

CONDUIT, RIGID EMT, ECT.

#18 GROUND

#6 GROUND

#6 GROUND

RS-232C SERIAL COMMS(1525mm CORD SUPPLIED)

CONNECTIONS MADE BY CONTRACTOR PRIOR TO START-UP

CONNECTIONS MADE BY PHILIPS DURING TO START-UP

FEED CONDUCTORS RUN TOGETHER WITH GROUND IN CONDUIT

WIRING AND CIRCUIT SIZES FROM SOURCE SUPPLY MUST MEET PHILIPS REGULATIONREQUIREMENTS AND MUST BE DETERMINED BY CONTRACTOR TO MEET BUILDINGCONDITIONS AND LOCAL CODES.3PHASE, PE (PROTECTIVE EARTH).**SAME FEEDER AND GROUND SIZES PER CONDUCTOR/GROUND SIZE CHART

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

NO SCALE

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:51

AM

NSW ZTW

1331 - ES7.22

ELECTRICAL DETAILS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 43 OF 49

CD ISSUE 01/19/2018

NO SCALE1 25KVA UPS WITH UPC STANDARD CONNECTION DIAGRAM CATH 2

JACK POSITIONS

W-G G W-O BL W-BL O W-BR BR1 2 3 4 5 6 7 8

PAIR 2 PAIR 1 PAIR 4

PAIR 3

IDF #(FF1)OUTLET #

FF1-003GJACK # (G, R, Y)

1-001G 1-001R 1-001Y 1-002G 1-002R 1-002Y 1-003G 1-003R 1-003Y

CONFIRM COLOR WITH VA CORAND IT DEPARTMENT PRIOR TOORDERING PATCH PANELS.

CONFIRM PATCH PANEL LABELINGWITH VA COR AND IT DEPARTMENTTO MATCH CURRENT LABELINGREQUIREMENTS

1 3

DATA DATA

2

DATA

DATA - COORDINATE JACK COLORWITH VA COR AND IT DEPARTMENT

TYPICAL JACK DESIGNATION

OUTLETDESIGNATION

(FF1-001)

IDF

OUTLET #

27 (1") CWITH (2, 3 OR 4) CAT 6a AS INDICATED ONINFORMATION OUTLET SCHEDULE(1 CAT 6a FOR WALL PHONE LOCATIONS).PROVIDE BLACK COLOR CABLE - CONFIRM WITHVA BEFORE ORDERING CABLE.

TO MDF-R12

4

DATA

CONNECTOR TYPES

70, 2E-136B, 23

2E-136B, 1, 2, 3 & 4

1

BUILDING NUMBER

CLOSET NUMBER

JACK NUMBER

DATA JACK NUMBERROOM NUMBER

DATA JACKCAT 6a

DATA JACKCAT 6a

FACE PLATE

2

3

4DATA JACKCAT 6a

DATA JACKCAT 6a(WHERE FOURTH JACKINDICATED - OTHERWISELEAVE BLANK FORFUTURE JACK )

UNISTRUT BASKETTRAY SUPPORTSYSTEM

18" WIDE LOWER CABLEBASKET TRAY (TYPICAL)

18" WIDE UPPER CABLEBASKET TRAY (TYPICAL)

1/2" THREADED ROD SUPPORTFROM INTERSTITIAL CEILING (TYP)

PROVIDE #6 CU ENTIRELENGTH OF TRAY. BONDTO EACH SECTION OF TRAY (TYP)

PROVIDE 4" CONDUITS FROMTRAY IN ROOM 3J-124A. ROUTE ONECONDUIT PER TRAY TO EACH OF TWOEXISTING RACKS.

BOND CONDUIT ENDS WITH #6CU - CONNECT TO #6 CU RUNNINGLENGTH OF TRAY (TYP)

PROVIDE 4"C WITH PLASTICBUSHED END (TYP)

A. PROVIDE RADIUS DROP CONTROL COMPONENTS AT ALL CABLE ELEVATION CHANGES.

NOTES

1. BASKET TRAY CABLE DROP OUT ASSEMBLY, OBSERVING AND FOLLOWING ALL MANUFACTURER AND TIA/EIA OUTSIDE BEND RADIUS.

2. BASKET TRAY.

DETAIL NOTES

1

2

THREADED RODSUPPORTED FROMSTRUCTURE ABOVE (TYP)

24" BASKET TRAY. MOUNT ADJACENT TO SIGNAL4x4 WIREWAYS. SEE SHEET ES7.03 FOR TRAY LOCATION.

PROVIDE CONDUIT PENETRATIONS FROM MECHANICALROOMS ARE ABOVE 3J-124A INTO 2ND FLOOR INTERSTITIAL.

2

31

NOTESMAXIMUM DISTANCE BETWEEN SUPPORTS SHALL BE NOGREATER THAN 5'.DETAIL NOTES

1. SUPPORT CHANNEL TO WALL.

2. CABLE OR BASKET TRAY.

3. CABLE OR BASKET TRAY HOLD DOWN PLATE.

3

2

1

NOTESA. PROVIDE RADIUS DROP CONTROL COMPONENTS AT ALL CABLE ELEVATION CHANGES.DETAIL NOTES1. BASKET TRAY CABLE DROP OUT ASSEMBLY, OBSERVING AND FOLLOWING ALLMANUFACTURER AND TIA/EIA OUTSIDE BEND RADIUS.

2. BASKET TRAY WATERFALL FOR CABLE EXIT, OBSERVING AND FOLLOWING ALLMANUFACTURER AND TIA/EIA OUTSIDE BEND RADIUS.

3. FLEXIBLE WIRE BASKET-TYPE CABLE TRAY.

TYPICAL CONDUIT TRANSITIONINTO IDF. PROVIDE MECHANICALRE-ENTERABLE FIRESTOP FORALL CONDUIT/CABLE TRAY SHOWNROUTED THROUGH TELECOMROOM WALLS.

UNISTRUT ATTACHEDTO WALL

TYPICAL STRUTCONDUIT STRAP

INSULATED BUSHINGPROVIDED ON EACHEND

TYPICAL HORIZONTALCOMMUNICATIONSCABLING FROMWORKSTATIONS

FUTURELADDER RACK& SUPPORTS

TYPICAL COMMUNICATIONSFIBER OR COPPER CABLING

CABLE TRAY TYPICALBUTT SPLICE

CABLE TRAY/LADDER RACK SECTION#6AWG BONDING JUMPER TO BRIDGE CABLETRAY/LADDER RACK JUNCTIONS

NOTE1. DETAIL IS FOR REFERENCE AND SHOWN FOR DESIGN INTENT ONLY. CONTRACTOR SHALL COORDINATE ALL GROUNDING REQUIREMENTS WITH EIA/TIA STANDARDS, ELECTRICAL CONTRACTOR AND ALL NECESSARY BUILDING CODES AND THE MOST CURRENTLY ADOPTED VERSION OF NFPA 70 (NATIONAL ELECTRICAL CODE [NEC]) AND ALL NECESSARY JURISDICTION ADOPTIONS.

2. GROUNDING SYSTEM SHOWN FOR REFERENCE ONLY, PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. LOW VOLTAGE/SYSTEMS CONTRACTOR TO PROVIDE GROUNDING FROM TR/IDF/MDF EQUIPMENT TO NEAREST GROUNDING BUSBAR (TGB OR TMGB). COORDINATE WITH E.C.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:54

AM

NSW ZTW

1331 - ES7.23

ELECTRICAL DETAILS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 44 OF 49

CD ISSUE 01/19/2018

NO SCALE1 T568B JACK PINOUT DETAILNO SCALE2 TYPICAL 48 PORT PATCH PANEL DETAIL

NO SCALE3 TYPICAL DATA DEVICE DETAILNO SCALE4 VOICE AND DATA CABLE LABELING DETAIL

NO SCALE5 BASKET CABLE TRAY DETAIL

NO SCALE6 BASKET TRAY - DROPNO SCALE7 BASKET TRAY - SUPPORTS & BONDING

NO SCALE8 BASKET TRAY - VERTICALNO SCALE9 BASKET TRAY - WATERFALL

NO SCALE10 LADDER RACK - TO CONDUITNO SCALE11 CABLE TRAY/LADDER RACK BONDING

KEYED SHEET NOTES

1. USE SPARE CIRCUIT BREAKER FOR NEW LIGHTING INDICATED.

2. EXISTING CIRCUIT. UPDATE PANEL DIRECTORY FOR LIGHTINGLOADS REMOVED DURING DEMOLITION.

3. RE-USE EXISTING CIRCUITS OBTAINED FROM DEMOLITION IN THEAREA FOR NEW LOADS.

4. PROVIDE CRITICAL BRANCH AND NORMAL BRANCH ISOLATIONPANELBOARDS IN ONE OVERALL ENCLOSURE.

5. DISCONNECT AND REMOVE EXISTING 20A-3P C.B. SERVINGEXISTING CRAC COOLING UNIT FOR CATH LAB 2.

6. PROVIDE ONE 20A-1P CIRCUIT BREAKER FOR NEW CRAC-2 CEILING-MOUNT COOLING UNIT. PROVIDE TWO 20A-1P "SPARE CIRCUITBREAKERS.

7. PROVIDE 45A-2P CIRCIT BREAKER FOR NEW ISOLATIONPANELBOARD.

8. PROVIDE 20A-1P CIRCUIT BREAKER AT EXISTING "SPACE".

9. PROVIDE 30A-1P CIRCUIT BREAKER AT EXISTING "SPACE".

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

1/8" = 1'-0"

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:55

AM

NSW ZTW

1331 - ES8.21

ELECTRICAL SCHEDULES

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 45 OF 49

CD ISSUE 01/19/2018

NOTES:

EST. DEMAND CURRENT: 20 ACONNECTED CURRENT: 20 A

ESTIMATED DEMAND: 7263 VALITES 51 VA 125.00% 63 VA CONNECTED LOAD: 7251 VARCPT 7200 VA 100.00% 7200 VALOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS

TOTAL AMPS: 27 A 25 A 12 ATOTAL LOAD: 3 kVA 3 kVA 1 kVA

SPACE -- -- 35 0.0 0.0 36 -- -- SPACERCPT CONTROL 3H-105C 20 A 1 33 0.9 0.0 34 -- -- SPACERCPT 3H-104 3H-105C 20 A 1 31 0.7 0.0 32 -- -- SPACERCPT? 20 A 1 29 0.0 0.0 30 1 20 A SPARE3G-113 RCPTS 20 A 1 27 0.0 0.4 28 1 30 A RCPT IT EQUIPMENT 3H-105A3G-114, C3-160 RCPTS 20 A 1 25 0.0 1.2 26 1 20 A RCPT IT EQUIPMENT 3H-105A3H-100A RCPTS 20 A 1 23 0.0 0.0 24 1 20 A 3H-100A RCPTS3H-100A RCPTS 20 A 1 21 0.0 0.0 22 1 20 A PRINTER CENTER 3H-1023H-100A RCPTS 20 A 1 19 0.0 0.0 20 1 20 A PRINTER CENTER 3H-102SPARE 20 A 1 17 0.0 0.0 18 1 20 A 3H-100 HALLWAY / SMALL OFFICE RCPTS3H-101A, 3H-104 RCPTS 20 A 1 15 0.0 0.0 16 1 20 A 3H-100B RCPTS3H-101A RCPTS 20 A 1 13 0.0 0.2 14 1 20 A RCPT EQUIPMENT 3H-105A I.T. RACKRCPT & U.C. LIGHTS 3H-105 20 A 1 11 0.4 1.1 12 1 20 A RCPT OFFICE 3H-101RCPT 3H-105A 3H-105B 20 A 1 9 0.7 0.7 10 1 20 A RCPT 3H-100,100A,100B,101RCPT 3H-105A 3H-105B 20 A 1 7 0.9 0.0 8 1 20 A 3N-154,154C,155 RCPTS3H-100A, 3H100B RCPTS 20 A 1 5 0.0 0.0 6 1 20 A 3N-155,158,160TV REC, MICU AREA 20 A 1 3 0.0 0.0 4 1 20 A 3N-136,156,157 RCPTSTV REC, MICU AREA 20 A 1 1 0.0 0.0 2 1 20 A 3N-152/53,156,C3-64,147 RCPTS

LOAD DESCRIPTION BKR P CKTPHASE A

kVAPHASE B

kVAPHASE C

kVA CKT P BKR LOAD DESCRIPTION

BUS AMPS: 225 AMPSMAIN DEVICE: 225 A MLO SPECIAL:

MOUNTING: SURFACE NEMA1 A.I.C. RATING: 10,000 AMPS SYMMETRICALLOCATION: ELEC 3H-122 VOLTAGE: 208Y/120 V. 3 ø 4 W.

PANELBOARD: NL3F1-1B_

BREAKERS ACROSS FROM MAIN AC UNIT 3H101 AND CATH LAB 1 POLE 20ANOTES:

EST. DEMAND CURRENT: 0 ACONNECTED CURRENT: 0 A

ESTIMATED DEMAND: 0 VACONNECTED LOAD: 0 VA

LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALSTOTAL AMPS: 0 A 0 A 0 ATOTAL LOAD: 0 kVA 0 kVA 0 kVA

3H-105 CATH LAB #2 LTS 0 A 1 41 0.0 0.0 42 -- -- SPACE3H-105 CATH LAB #2 LTS 0 A 1 39 0.0 0.0 40KIRLIN LIGHTS 3H-105 CATH LAB #2 0 A 1 37 0.0 0.0 38 2 0 A CATH LAB

UPS RCPT 3H-102 CATH LAB #2 0 A 1 35 0.0 0.0 36 1 0 A DOOR OPERATORS FOR 3K & 3L MAIN...UPS RCPT 3H-102 CATH LAB #2 0 A 1 33 0.0 0.0 34 1 0 A 3H-101 30A 120V RCPT3G-110A RCPT 0 A 1 31 0.0 0.0 32 1 0 A 3H-113 WOMENS LOCKERSA.D.O. C3-171 BY RM 3G-122 0 A 1 29 0.0 0.0 30 1 0 A A.D.O. C3-163A.D.O. C3-161 BY RM 3G-100 0 A 1 27 0.0 0.0 28 1 0 A P-TUBE, BCMA SYSTEMCODE-1 ANNU. 3H-111, 3G-116 0 A 1 25 0.0 0.0 26 1 0 A 3G-108 GAS ALARM3G-108, 3G-111 S WALL RCPT 0 A 1 23 0.0 0.0 24 1 0 A TCC 3H-109 ATS??MED STATION 3G-111 N. WALL RCPT 0 A 1 21 0.0 0.0 22 1 0 A ADD 3H-109 ATS??PXYSIS MED STATION N. WALL RCPT 0 A 1 19 0.0 0.0 20 1 0 A 3G-111 MED STATION RCPT30AMP 3H-101 CATH LAB 0 A 1 17 0.0 0.0 18 1 0 A 3G-114 N. WALL RCPT3H-12,123 ELEC CLOSET & PHONE RM LTS 0 A 1 15 0.0 0.0 16 1 0 A 3G-123 CEILING RCPT3G-117, 3G-118, 3G-21 LTS 20 A 1 13 0.0 0.0 14 1 0 A 3G-122 BED PAN WASHER RCPT3G-112, 3G-115, 3G-116 LTS 0 A 1 11 0.0 0.0 12 1 0 A 3H-122 ELEC CLOSET RCPT3G-111, 3G-113 LTS 0 A 1 9 0.0 0.0 10 1 0 A 3H-123 PHONE RM RCPT3G-109, 3G-110B LTS 0 A 1 7 0.0 0.0 8 1 0 A 3H-123 PHONE RM RCPT

5 0.0 0.0 6 1 0 A 3G-123 W. WALL RCPT3 0.0 0.0 4MAIN 0 A 31 0.0 0.0 2 2 20 A A/C UNIT 3H-101

LOAD DESCRIPTION BKR P CKT A B C CKT P BKR LOAD DESCRIPTION

BUS AMPS: 60 AMPSMAIN DEVICE: 60 A MAIN CB SPECIAL:

MOUNTING: SURFACE NEMA 1 A.I.C. RATING: 10,000 AMPS SYMMETRICALLOCATION: ELEC 3H-122 VOLTAGE: 208Y/120 V. 3 ø 4 W.

PANELBOARD: CL3F1-1_

NOTES:

EST. DEMAND CURRENT: 1 ACONNECTED CURRENT: 1 A

ESTIMATED DEMAND: 1025 VACONNECTED LOAD: 820 VA

LITES 820 VA 125.00% 1025 VALOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS

TOTAL AMPS: 0 A 3 A 0 ATOTAL LOAD: 0 kVA 1 kVA 0 kVA

3H-101, 108, 110, 111 LTS 20 A 1 11 0.0 0.0 12 1 20 A SPARE3G-114, 116A, 3H-105, 107 LTS 20 A 1 9 0.0 0.0 10 1 20 A SPARE3G-104A, 113,114,122/23, C3-161, 164, 171 LTS 20 A 1 7 0.0 83H-101,A,102/04,B,C,105/08, 109A/10A LTS 20 A 1 5 0.0 0.0 6 1 20 A SPARE3H-114,115,118,120,C3-65, 66 LTS 20 A 1 3 0.0 0.8 4 1 20 A 3H-100B,100A,101,100,105A,105B,105C, 1043H-112,113,116,117A LTS 20 A 1 1 0.0 0.0 2 1 20 A INTERSTICIAL AREA G, I, F LTS

LOAD DESCRIPTION BKR P CKTPHASE A

kVAPHASE B

kVAPHASE C

kVA CKT P BKR LOAD DESCRIPTION

BUS AMPS: 60 AMPSMAIN DEVICE: 60 A MAIN CB SPECIAL:

MOUNTING: SURFACE NEMA 1 A.I.C. RATING: 14,000 AMPS SYMMETRICALLOCATION: ELEC 3H-122 VOLTAGE: 480Y/277 V. 3 ø 4 W.

PANELBOARD: NH3F1-1_

1

22

22

333

4 4

56

NOTES:

EST. DEMAND CURRENT: 48 ACONNECTED CURRENT: 48 A

ESTIMATED DEMAND: 5760 VACONNECTED LOAD: 5760 VA

RCPT 5760 VA 100.00% 5760 VALOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS

TOTAL AMPS: 48 A 48 ATOTAL LOAD: 3 kVA 3 kVA

31 0.0 0.0 32SPARE 20 A 2

29 0.0 0.0 302 20 A SPARE

27 0.5 0.0 28RCPT CATH LAB 2 3H-105 20 A 2

25 0.5 0.0 262 20 A SPARE

23 0.2 0.2 24RCPT 3H-105UTILITY BOOM 20 A 2

21 0.2 0.2 222 20 A RCPT CATH LAB 2 3H-105

19 0.2 0.2 20RCPT 3H-105UTILITY BOOM 20 A 2

17 0.2 0.2 182 20 A RCPT CATH LAB 2 3H-105

15 0.2 0.5 16RCPT 3H-105UTILITY BOOM 20 A 2

13 0.2 0.5 142 20 A RCPT CATH LAB 2 3H-105

11 0.2 0.2 12RCPT 3H-105MONITOR BOOM 20 A 2

9 0.2 0.2 102 20 A RCPT 3H-105

ANESTHESIA BOOM

7 0.2 0.2 8RCPT 3H-105MONITOR BOOM 20 A 2

5 0.2 0.2 62 20 A RCPT 3H-105

ANESTHESIA BOOM

3 0.2 0.2 4RCPT 3H-105MONITOR BOOM 20 A 2

1 0.2 0.2 22 20 A RCPT 3H-105

ANESTHESIA BOOM

LOAD DESCRIPTION BKR POLES CKTPHASE A

kVAPHASE B

kVA CKT POLES BKR LOAD DESCRIPTION

BUS AMPS: 60 AMPSMAIN DEVICE: 45 A MAIN CB SPECIAL: 7.5KVA 208V:120V SHIELDED ISOLATION TRANSFORMER

MOUNTING: SURFACE NEMA 1 A.I.C. RATING: 10,000 AMPS SYMMETRICALLOCATION: CATH LAB 2 3H-105 VOLTAGE: 120 ISO V. 1 ø 3 W.

PANELBOARD: CL-IPU-2

NOTES:

EST. DEMAND CURRENT: 18 ACONNECTED CURRENT: 18 A

ESTIMATED DEMAND: 2160 VACONNECTED LOAD: 2160 VA

RCPT 2160 VA 100.00% 2160 VALOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS

TOTAL AMPS: 18 A 18 ATOTAL LOAD: 1 kVA 1 kVA

SPACE -- -- 31 0.0 0.0 32 -- -- SPACESPACE -- -- 29 0.0 0.0 30 -- -- SPACESPACE -- -- 27 0.0 0.0 28 -- -- SPACESPACE -- -- 25 0.0 0.0 26 -- -- SPACESPACE -- -- 23 0.0 0.0 24 -- -- SPACESPACE -- -- 21 0.0 0.0 22 -- -- SPACE

19 0.0 0.0 20SPARE 20 A 2

17 0.0 0.0 182 20 A SPARE

15 0.0 0.0 16SPARE 20 A 2

13 0.0 0.0 142 20 A SPARE

11 0.2 0.2 12RCPT CATH LAB 2 3H-105 20 A 2

9 0.2 0.2 102 20 A RCPT CATH LAB 2 3H-105

7 0.2 0.2 8RCPT 3H-105UTILITY BOOM 20 A 2

5 0.2 0.2 62 20 A RCPT CATH LAB 2 3H-105

3 0.2 0.2 4RCPT 3H-105MONITOR BOOM 20 A 2

1 0.2 0.2 22 20 A RCPT 3H-105

ANESTHESIA BOOM

LOAD DESCRIPTION BKR POLES CKTPHASE A

kVAPHASE B

kVA CKT POLES BKR LOAD DESCRIPTION

BUS AMPS: 60 AMPSMAIN DEVICE: 45 A MAIN CB SPECIAL: 7.5KVA 208V:120V SHIELDED ISOLATION TRANSFORMER

MOUNTING: SURFACE NEMA 1 A.I.C. RATING: 10,000 AMPS SYMMETRICALLOCATION: CATH LAB 2 3H-105 VOLTAGE: 120 ISO V. 1 ø 3 W.

PANELBOARD: NL-IPU-2

NOTES:

EST. DEMAND CURRENT: 39 ACONNECTED CURRENT: 40 A

ESTIMATED DEMAND: 14101 VALITES 2457 VA 125.00% 3071 VA CONNECTED LOAD: 14517 VARCPT 12060 VA 91.46% 11030 VALOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS

TOTAL AMPS: 36 A 54 A 32 ATOTAL LOAD: 4 kVA 6 kVA 4 kVA

SPACE -- -- 41 0.0 0.0 42 1 0 A SPARESPACE -- -- 39 0.0 0.0 40 1 0 A SPARESPACE -- -- 37 0.0 0.0 38 1 0 A SPARESPACE -- -- 35 0.0 0.0 36 1 0 A SPARESPACE -- -- 33 0.0 0.0 34 1 0 A SPARESPACE -- -- 31 0.0 0.0 32 1 0 A SPARESPACE -- -- 29 0.0 0.0 30 1 0 A SPARESPACE -- -- 27 0.0 0.0 28 1 0 A SPARESPACE -- -- 25 0.0 0.0 26RCPT IT EQUIPMENT 3H-105A 30 A 1 23 1.5 0.0 24 2 20 A DX - IT CLOSET COOLING UNIT

RCPT IT EQUIPMENT 3H-105A 20 A 1 21 1.2 0.0 22 1 20 A SPARESPARE 20 A 1 19 0.0 0.0 20 1 20 A SPARESPARE 20 A 1 17 0.0 0.5 18 1 20 A RCPT CONTROL 3H-105CCRAC-2 20 A 1 15 0.0 0.7 16 1 20 A RCPT CONTROL 3H-105CLITES D2 CONTROL 3H-105C 20 A 1 13 0.2 0.4 14 1 20 A RCPT CONTROL 3H-105CRCPT WAVEMARK CABS CATH LAB 2 3H-105 20 A 1 11 0.5 0.5 12 1 20 A RCPT CONTROL 3H-105CLITES D2 DIM MODULE CATH LAB 2 3H-105 20 A 1 9 0.8 0.9 10 1 20 A RCPT EQUIPMENT 3H-105ALITES D3 DIM MODULE CATH LAB 2 3H-105 20 A 1 7 0.8 0.0 8 -- -- SPACELITES D1 DIM MODULE CATH LAB 2 3H-105 20 A 1 5 0.7 0.0 6 -- -- SPACESMART CABINET 2H-103 20 A 1 3 0.0 2.9 4SPARE 20 A 1 1 0.0 2.9 2 2 30 A ISOLATION PANEL CL-IPU-2

CATH LAB 2 3H-105

LOAD DESCRIPTION BKR P CKTPHASE A

kVAPHASE B

kVAPHASE C

kVA CKT P BKR LOAD DESCRIPTION

BUS AMPS: 100 AMPSMAIN DEVICE: 100 A MAIN CB SPECIAL:

MOUNTING: SURFACE NEMA 1 A.I.C. RATING: 22,000 AMPS SYMMETRICALLOCATION: ELEC 3H-122 VOLTAGE: 208Y/120 V. 3 ø 4 W.

PANELBOARD: CL3F1-3

7

26

3

888

NOTES:

EST. DEMAND CURRENT: 0 ACONNECTED CURRENT: 0 A

ESTIMATED DEMAND: 0 VACONNECTED LOAD: 0 VA

LOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALSTOTAL AMPS: 0 A 0 A 0 ATOTAL LOAD: 0 kVA 0 kVA 0 kVA

41 0.0 0.0 42 -- -- SPACE39 0.0 0.0 40 -- -- SPACESPARE 15 A 337 0.0 0.0 38 -- -- SPACE35 0.0 0.0 3633 0.0 0.0 34AHU-54 RETURN FAN 15 A 331 0.0 0.0 32

3 15 A EXHAUST FAN #106

29 0.0 0.0 3027 0.0 0.0 28EXHAUST FAN #146 20 A 325 0.0 0.0 26

3 15 A EXHAUST FAN #113

23 0.0 0.0 2421 0.0 0.0 22SPARE 20 A 319 0.0 0.0 20

3 30 A RETURN FAN #37

17 0.0 0.0 1815 0.0 0.0 16SPARE 20 A 313 0.0 0.0 14

3 20 A SPARE

11 0.0 0.0 129 0.0 0.0 10EXHAUST FAN #91 20 A 37 0.0 0.0 8

3 20 A AHU-54 SUPPLY FAN 1&2

5 0.0 0.0 63 0.0 0.0 4SUPPLY FAN #54 100 A 31 0.0 0.0 2

3 50 A QUEST CELL SITE

LOAD DESCRIPTION BKR P CKTPHASE A

kVAPHASE B

kVAPHASE C

kVA CKT P BKR LOAD DESCRIPTION

BUS AMPS: 250 AMPSMAIN DEVICE: 250 A MLO SPECIAL:

MOUNTING: SURFACE NEMA 1 A.I.C. RATING: 14,000 AMPS SYMMETRICALLOCATION: SUBSTATION 11 VOLTAGE: 480Y/277 V. 3 ø 4 W.

PANELBOARD: EHPNC-1

9

A. CONTRACTOR SHALL REFER TO SPECIFICATIONS REGARDING PROVIDING ADDITIONAL SPARE LAMPS, LENSES, AND GLOBES.

B. WHERE "APPROVED EQUAL" IS LISTED IN THE MANUFACTURER COLUMN, FIXTURES MUST BE SUBMITTED AS A SUBSTITUTION FOR APPROVAL PRIOR TO BID SUBMISSION.

GENERAL NOTES:

1. NO SUBSTITUTIONS PERMITTED.

2. INCLUDE CONTROL SYSTEM BY SAME MAUFACTURER, INCLUDING WIRELESS REMOTE CONTROL.

3. PROVIDE TWO-LIGHT SYSTEM.

4. FIXTURE USED IN CATH LAB 2 CORRIDOR, SAME FIXTURE AS BID OPTION 2 (CORRIDOR LIGHTING).

SCHEDULE NOTES:

SCHEDULE NOTES:

1. LV1 (MASTER CONTROL) HAS THE FOLLOWING PRESETS (WITH LOCAL MANUAL DIMMING ABILITY PER ZONE) PRESET 1 (CLEANING): Z1-80%; Z2-OFF; Z3-OFF; Z4-OFF; Z5-25%; Z6-25%, Z7-25%, Z8-25% PRESET 2 (OPERATING): Z1-5%; Z2-10%; Z3-10%; Z4-10%; Z5-50%%; Z6-50%, Z7-50%, Z8-50% PRESET 3 (PRE/POST): Z1-30%; Z2-25%; Z3-25%; Z4-25%; Z5-50%%; Z6-50%, Z7-50%, Z8-50% PRESET 4 (LOW): Z1-30%; Z2-OFF; Z3-OFF; Z4-OFF; Z5-1%; Z6-1%, Z7-1%, Z8-1%

2. (NURSE BOOM) HAS THE FOLLOWING PRESETS (CAN ALSO BE CONTROLLED BY BOOM INTERFACE)PRESET 1 (CLEANING): Z2-OFF

PRESET 2 (OPERATING):; Z2-10% PRESET 3 (PRE/POST): Z2-25% PRESET 4 (LOW): Z2-OFF

3. (ANESTHESIA BOOM) HAS THE FOLLOWING PRESETS (CAN ALSO BE CONTROLLED BY BOOM INTERFACE)PRESET 1 (CLEANING): Z3-OFF

PRESET 2 (OPERATING):; Z3-10% PRESET 3 (PRE/POST): Z3-25% PRESET 4 (LOW): Z3-OFF

4. LV4 ( BOOM) HAS THE FOLLOWING PRESETS (CAN ALSO BE CONTROLLED BY BOOM INTERFACE)PRESET 1 (CLEANING): Z4-OFF

PRESET 2 (OPERATING):; Z4-10 PRESET 3 (PRE/POST): Z4-25% PRESET 4 (LOW): Z4-OFF

5. LV2 ( ON-OFF CONTROL STATION) HAS THE FOLLOWING PRESETS (CAN ALSO BE CONTROLLED BY BOOM INTERFACE)PRESET 1 (CLEANING): Z1-80%; Z2-OFF; Z3-OFF; Z4-OFF; Z5-25%; Z6-25%, Z7-25%, Z8-25%PRESET 2 ("OFF" BUTTON): ALL ZONES OFF

6. LV16 (LIGHTING CONTROL MASTER) - HAS THE SAME PRESETS AS "LV1", BUT IS LOCATED IMMEDIATELY ADJACENTTO THE CATH LAB LIGHTING CONTROL EQUIPMENT, AND IS USED FOR PROGRAMMING AND TROUBLE-SHOOTING OFSYSTEM.

7. PROVIDE DEVICE TO MATCH OPERATING VOLTAGE OF LOADS CONTROLLED.

8. PROVIDE 24 VDC POWER PACK WITH INPUT TO MATCH LIGHTING FIXTURE VOLTAGE, SWITCHING CONTACT RATEDFOR 20A BALLAST/LED DRIVER.

9. LV2 (LOW-VOLTAGE SWITCH). PROVIDE 2-BUTTON SWITCH TO PROVIDE ON-OFF CONTROL OF LIGHTING IN THESPACE. WHERE AN OCCUPANCY SENSOR IS SHOWN, CONFIGURE SWITCHING TO OVERRIDE AUTOMATIC CONTROLOF LIGHTING IN THE SPACE. INTERFACE WITH RELAY/POWER PACK

10. SHADED LIGHT - ALWAYS-ON NIGHT LIGHT. REMAINING LIGHTS CONTROLLED BY OCCUPANCYSENSORS/RELAY/POWER PACK.

11. PROVIDE DIMMER AND 3-WAY LOW-VOLTAGE SWITCH FOR OVERRIDE OF 277V TYPE L24 LIGHTS. PROVIDE DIMMERFOR 120V TYPE D2 LIGHTS.

SCHEDULE NOTES:

1. PROVIDE FOOTSWITCH INTERFACE WITH LUTRON ROOM LIGHTING CONTROL. INCLUDE "ALL-ON"", AND "SCENE" TRIGGERFROM FOOTSWITCH TO INITIATE DESIGNATED ROOM LIGHTING SCENE CONFIGUREATION.

FVNR FULL VOLTAGE NON-REVERSINGFVR FULL VOLTAGE REVERSING2-SPD TWO SPEEDVFD VARIABLE FREQUENCY DRIVERVS REDUCED VOLTAGE

STARTER TYPES:FS FUSED SWITCHNFS NON-FUSED SWITCHMCP MOTOR CIRCUIT PROTECTORCB CIRCUIT BREAKER

COMBINATION DISCONNECT TYPES:HOA HAND-OFF-AUTO SWITCHRP RED (RUN) PILOT LIGHTGP GREEN (POWER) PILOT LIGHT0/0 ON-OFF SELECTOR SWITCHS/S STOP-START PUSHBUTTONS

CONTROL DEVICES:EC ELECTRICAL CONTRACTORMC MECHANICAL CONTRACTORGC GENERAL CONTRACTORTC TEMPERATURE CONTROLOWN OWNER

ABBREVIATIONS:

SCHEDULE NOTES:1. PROVIDE 3KVA 4080V, 1 PH TO 208V, 1 PH. TRANSFORMER WITH PRIMARY AND SECONDARY OVERCURRENT PROTECTION. CONNECT TO 480V

EMERGENCY CIRCUIT INDICATED.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

1/8" = 1'-0"

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:21

:59

AM

NSW ZTW

1331 - ES8.22

ELECTRICAL SCHEDULES

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 46 OF 49

CD ISSUE 01/19/2018

LIGHTING CONTROL SEQUENCE OF OPERATIONS

ROOM ROOM NAME TARGET FCTIME SCHEDULED OCCUPANCY SENSORS OVERRIDE CONTROL DAYLIGHT

SENSOR NotesPHOTO CELL TIME CLOCK AUTO ON MANUAL ON TIME DELAY WALL SWITCHES WALL DIMMERS MULTI-ZONE

3H-100 HALL X 15 MIN X 8,93H-100A OFFICE 35 X 15 MIN X 8,93H-101 OFFICE 35 X 15 MIN X 8,93H-104 SCRUB 80 X 15 MIN X 8,93H-105 CATH LAB 2 VARIES LV1,LV2, LV4, LV16

3H-105A EQUIPMENT 50 X 8,93H-105B SUPPLY 30 X 15 MIN X3H-105C CONTROL VARIES

LIGHTING CONTROL DEVICE SCHEDULETYPE DESCRIPTION MANUFACTURER CATALOG NO. WATTS VOLTS NOTES

D DIMMER - LOW VOLTAGE (0-10V)SUITABLE FOR CONTROLOF LED DRIVERS

LUTRON ORSIMILAR

0 W 10 V

DT2 DUAL TECHNOLOGY PASSIVE INFRARED ANDULTRASONIC OCCUPANCY SENSOR, WIDE ANGLE LENS,MINIMUM 1000 SQUARE FEET.

WATTSTOPPER DT-200 0 W 24 V

FS LOW-VOLTAGE FOOTSWITCH - INTERFACE WITH LUTRONROOM LIGHTING CONTROL

WITH PHILIPSEQUIP.

0 W 24 V 1

LV1 LOW VOLTAGE SWITCH (MASTER CONTROL) FOR LUTRONLIGHTING CONTROL SYSTEM

LUTRON 0 W 24 V

LV2 LOW VOLTAGE TWO-BUTTON SWITCH (ON-OFF) LUTRON 0 W 24 VLV4 LOW VOLTAGE SWITCH (BOOM) WITH FOUR PRESETS

AND OFF BUTTON.LUTRON 0 W 24 V

LV16 GRAFIK EYE (MASTER CONTROL AT LIGHTING CONTROLEQUIPMENT LOCATION) FOR LUTRON LIGHTING CONTROLSYSTEM

LUTRON 0 W 24 V 1

2. DOOR WILL HAVE AN INTERLOCK SWITCH LOCATED (PROVIDED BY DIV 28) THAT WILL MAINTAIN SECURED STATE OF DOOR DURING PROCEDURE (CARD READ WILL NOT FUNCTION WHILE SWITCH IS ENGAGED). FIRE ALARM OVERRIDE WILL BE REQUIRED.1. STAND ALONE ELECTRONIC HARDWARE SET WITH BATTERY AND KEYPAD.KEY NOTES:

D. DIVISION 26 CONTRACTOR SHALL SUPPLY 120V POWER TO EACH COMMUNICATIONS CLOSET FOR ACCESS CONTROL POWER SUPPLY.C. COORINDATE WITH GENERAL CONTRACTOR FOR INTERFACE LOCATIONS AND SCHEDULING OF INSTALLATION.B. CENTRAL POWER SUPPLY SHALL BE PROVIDED BY THE OWNER, VOLTAGE REQUIREMENTS TO BE COORDINATED WITH SUPPLIED DOOR HARDWARE EXISTING HARDWARE.A. DEVICES PROVIDED BY DIVISION CALLED OUT IN COLUMN. DIVISION 28 CONTRACTOR SHALL WIRE ALL LOW VOLTAGE CABLING/COMPONENTS, AND DIVISION 26 CONTRACTOR SHALL PROVIDE ALL 120V POWER.GENERAL NOTES:

SUPPLY3H-105B 3H-105B 45 MIN 14-RC -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1

SCRUB3H-105 3H-105 -- 20-RC -- XX XX -- XX XX -- -- XX XX -- XX -- XX -- XX 2

SCRUB3H-104 3H-104 -- 27-UF -- XX XX -- XX XX -- -- XX XX -- XX -- XX -- -- --

3RD LEVEL

DIVISIONPROVIDED BY: -- -- 8 8 8 8 8 8 8 8 8 28 28 8 8 8 28 8 28 28 28 28 28 --

LOCATION

DOORNUMBER

DOORFIRE

RATINGHARDWA

RE SET

ELECTRICALLY

OPERATED

LOCKSET

ELECTRICALLY

OPERATED

LOCKSETW/RTE

ELECTRICPOWER

TRANSFER

ELECTRICTRANSFER HINGE

AUTODOOR

OPERATOR/

ACUTAUTORS

DOORPOSITIONSWITCH

ELECTRICALLY

OPERATED EXITDEVICEW/RTE

ELECTRICSTRIKE

PUSHBUTTON

REQUESTTO EXIT

DOORPOSITIONSWITCH-OH DOOR

(DS-O)

DOORPOSITIONSWITCH -

GATE(DS-G)

ELECTRO-MECHANI

CALGATELOCK(EL-G)

RADIOCONTROL

LOOPDETECTO

RINTERFACE (LP)

CARDREADER KEYPAD

POWERSUPPLY

FIREALARMHOLDOPEN

FIREALARM

INTERFACE NOTES

DOOR HARDWARE, FIRE ALARM, ACCESS CONTROL, & INTRUSION DETECTION REQIUREMENTS

NOTES: CONNECT ONLY LASER RECEPTACLE, 208V, 1 PHASE, TO THIS ISOLATION PANELBOARD

EST. DEMAND CURRENT: 16 ACONNECTED CURRENT: 16 A

ESTIMATED DEMAND: 3328 VACONNECTED LOAD: 3328 VA

SPEC 3328 VA 100.00% 3328 VALOAD CLASSIFICATION CONNECTED DEMAND ESTIMATED PANEL TOTALS

TOTAL AMPS: 16 A 16 ATOTAL LOAD: 2 kVA 2 kVA

SPACE -- -- 7 0.0 0.0 8 -- -- SPACESPACE -- -- 5 0.0 0.0 6 -- -- SPACE

3 1.7 0.0 4 -- -- SPACELASER RCPT CATH LAB 23H-105 20 A 2

1 1.7 0.0 2 -- -- SPACELOAD DESCRIPTION BKR POLES CKT

PHASE AkVA

PHASE BkVA CKT POLES BKR LOAD DESCRIPTION

BUS AMPS: 60 AMPSMAIN DEVICE: 30 A MAIN CB SPECIAL: 5 KVA 208V:208V SHIELDED ISOLATION TRANSFORMER

MOUNTING: RECESSED NEMA 1 A.I.C. RATING: 10,000 AMPS SYMMETRICALLOCATION: CATH LAB 2 3H-105 VOLTAGE: 208/120 SINGLE V. ...

PANELBOARD: CL-IPU-2AELECTRICAL EQUIPMENT SCHEDULE

NO. DESCRIPTION ROOMLOAD

VOLT PHASECONDUIT &WIRE SIZE

STARTER CONTROL DEVICE DISCONNECTNOTESHP A W COMPONENT COMPONENT COMPONENT

CRAC-2 HVAC UNIT (CRAC) 3H-105A 6.1 A 0 W 208 V 1 21(3/4'')C-2#12,#12 GND

W/UNIT DIGITALCONTROL

30A-3P FUSE @15A

1

LIGHTING FIXTURE SCHEDULETYPE DESCRIPTION LENS-LOUVER MOUNTING LAMP BALLAST/DRIVER VOLT WATT MFR CATALOG SERIES NOTE

D1 8" DIAMETER DIMMABLE (1-100%) LED DOWNLIGHTWITH ALUMINUM HOUSING, 5-YR WARRANTY,REMOTE LED DRIVER, SEALED HOUSING/TRIM, WETLOCATION RATED, ANTI-MICROBIAL FINISH

REGRESSEDTEMPERED

MICROPRISPATICGLASS

RECESSED LED 5293lm3500K

60000 HR

LED DRIVER -LUTRON

CONTROLSYSTEM

120 V 57 W KIRLIN MRR-08555-120-39-MFL 1

D2 6 DIAMETER DIMMABLE (1-100%) LED DOWNLIGHTWITH ALUMINUM HOUSING, 5-YR WARRANTY,GASKETED LENS, ANTI-MICROBIAL FINISH

REGRESSEDTEMPERED

MICROPRISPATICGLASS

RECESSED LED 2400lm3500K

60000 HR

LED DRIVER -LUTRON

CONTROLSYSTEM

120 V 42 W KIRLIN LRR-04400-29 1

D3 ADJUSTABLE 8" DIAMETER DIMMABLE (1-100%) LEDDOWNLIGHT WITH ALUMINUM HOUSING, 5-YRWARRANTY, GASKETED LENS, ANTI-MICROBIALFINISH

REGRESSEDTEMPERED

MICROPRISPATICGLASS

RECESSED LED 4393lm4100K

1050000HR

LED DRIVER -LUTRON

CONTROLSYSTEM

120 V 74 W KIRLIN MRR-08546-120-29-HC 1

EM2 EMERGENCY BATTERY-POWERED LIGHTING UNIT,NEMA 4X, FEATURING TWO 12V 6W LED HEADS,NICKEL CADMIUM BATTERY, 24W MAX OUTPUTCAPACITY FOR 90 MINUTES, WHITE HOUSING,NON-AUDIBLE DIAGNOSTICS

POLYCARBONATECOVER

WALL --- --- 120 V 20 W LIGHTALARMS ORSIMILAR

2V12N1/LD10-M-D

L24 2'X4' RECESSED LED TROFFER FEATURINGROOM-SIDE HEAT SINK, DIFFUSING LENS, 125LUMENS/WATT, DIMMING TO 5% WITH 0-10VDIMMNG.

DIFFUSING ACRYLICLENS

LAY-IN LED4000lm 90+CRI

3500K75,000 HR

0-10 VDCDIMMABLE LED

DRIVER

277 V 40 W CREE CR24-40LHE-35K-10V

L24A 2'X4' RECESSED LED TROFFER, DIFFUSING LENS,61 LUMENS/WATT, DIMMING TO 5% WITH 0-10VDIMMNG.

DIFFUSING ACRYLICLENS

LAY-IN W/ GYPFLANGE

LED4000lm 90+CRI

3500K75,000 HR

0-10 VDCDIMMABLE LED

DRIVER

277 V 115 W KENALL M4SEDI-24-100L-35K9-DCC-277-PAF-PAH-SYM

L24B 2'X4' RECESSED LED TROFFER, DIFFUSING LENS,125 LUMENS/WATT, DIMMING TO 5% WITH 0-10VDIMMNG.

DIFFUSING ACRYLICLENS

LAY-IN LED4000lm 90+CRI

3500K75,000 HR

0-10 VDCDIMMABLE LED

DRIVER

277 V 68 W COLUMBIA LJT24 SERIES 4

UC2 2' LONG UNDERCABINET LED FEATURING 24" LONGTRACK SYSTEM, TWO LED PUCK LIGHTS WITHMAGNETIC ATTACHEMENT TO TRACK FORADJUSTABIITY, CORDED POWER SUPPLY WITHOFF/HIGH/LOW SWITCH , WHITE FINISH

WITH LED SURFACEUNDER

CABINET

7W LED321lm

80+CRI3000K

LED REMOTEDRIVER

W/POWER CORD

120 V 17 W COOPER LIGHTINGHALO OR SIMILAR

TRACK: HU2024PLUMINAIRE: HU20P830P. (3) REQUIRED

PWR SUPPLY: HU20C40P

WL "WARNING LIGHT" LED LIGHT ACRYLIC WALL LED LED DRIVER 24 V 5 W GE MEDICALSUPPLY OR SIMILAR

WXIABWW-OF-XIU-24(LED)

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:25

:17

AM

NSW ZTW

1331 - ES8.23

ELECTRICAL CONDUIT SCHEDULES

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 47 OF 49

CD ISSUE 01/19/2018

C 30 MSA WR3 2 S 1‐1/2" ‐‐FOR FUTURE OPTIONS (PATIENT MONITORING). VERIFY WITH LOCAL PHILIPSSERVICE IF AUXILIARY BOX SHOULD BE USED

C 29 TV WR3 2 S 1‐1/2" ‐‐ FOR OPTIONAL EQUIPMENT (IE. PHYSIO MONITOR /  SLAVE MONITOR)

A 28 MA WM 1 S 1" 82'

A 27 CY MA 1 S 2‐1/2" 55'

A 26 CY MA 1 P/G 1‐1/2" 55'

A 25 CY MP 1 S 2" 50'

A 24 TV WM 1 S 3/4" 65' FOR INTERCOM

A 23 TV MB 1 S 1‐1/2" 52' FOR FlexVision XL.

A 22 TV MP 1 S 2" 52'

A 21 TV MA 1 S 2‐1/2" 52'

A 20 TV MA 1 P 1‐1/2" 52'

A 19 MSA MP 1 S 2‐1/2" 39'

A 18 MSA MP 1 P/G 2" 39'

A 17 MSA MA 1 S 2‐1/2" 39'

A 16 SP MA 1 S 2" 37'

A 15 SP MP 1 S 2" 39'

A 14 SP MP 1 P/G 2" 39'

A 13 SP ME 1 H 2‐1/2" 37' HIGH TENSION CABLES.

A 12 SP ME 1 S 1" 39'

A 11 SP ME 1 P/G 1‐1/2" 39'

A 10 SP ME 2 C 1‐1/2" 44' TUBE COOLING HOSES

A 9 ATY TV 1 S 3/4" 65'

A 8 ATY MA 1 S 2‐1/2" 41'

C 7 ATY DS 1 S 3/4" 55'

C 6 MA WL 1 P 3/4" 55'

C 5 ERBROOMOUTLETS 1 P 3/4" ‐‐ SEE SHEET "ED2" FOR DETAILS

C 4 ERB GE 1 P 3/4" 6'

C 3 CB ST 1 P 3/4" 50'

C 2 CB MA 1 P 2‐1/2" PER N.E.C

C 1POWERPANEL CB 1 P PER N.E.C PER N.E.C SEE CONDUCTOR / GROUND SIZE CHART.

RUN NO. FROM TO

CONDUITCONDUITQUANTITY CABLE TYPE MINIMUM

CONDUIT SIZEMAXIMUM CONDUIT

LENGTH SPECIAL REQUIREMENTS

G OPTIONAL EQUIPMENT, VERIFY WITH LOCAL PHILIPS SERVICE A AIR SUPPLY HOSEF CONDUIT EXISTING ‐ CABLES SUPPLIED AND INSTALLED BY CONTRACTOR C COOLING HOSEE CONDUIT EXISTING ‐ CABLES SUPPLIED BY PHILIPS AND INSTALLED BY CONTRACTOR H HIGH TENSIOND CONDUIT EXISTING ‐ CABLES SUPPLIED AND INSTALLED BY PHILIPS S SIGNALC CONDUITS AND CABLES SUPPLIED AND INSTALLED BY CONTRACTOR G GROUNDB CONDUIT SUPPLIED/INSTALLED BY CONTRACTOR ‐ PHILIPS CABLES INSTALLED BY CONTRACTOR D POWER (DC)A CONDUIT SUPPLIED/INSTALLED BY CONTRACTOR ‐ PHILIPS CABLES INSTALLED BY PHILIPS P POWER (AC)

CABLE TYPES2. ALL CONDUIT RUNS MUST HAVE A PULL STRING.1. ALL CONDUIT RUNS MUST TAKE MOST DIRECT ROUTE POINT TO POINT.

GENERAL NOTES

CONDUIT REQUIRED

B 60 UPC UPS 1 P 1" 15' VIA RACEWAY

B 59 UPC UPS 1 P 1" 15' VIA RACEWAY

B 58 UPC UPS 1 P 1" 15' VIA RACEWAY

B 57 UPC UPS 1 P 1" 15' VIA RACEWAY

B 56 UPC UPS 1 P 1" 15' VIA RACEWAY

B 55 MA UPC 1 P 2" 30' VIA RACEWAY

B 54 MA UPC 1 P 2" 30' VIA RACEWAY

B 53 MA UPC 1 P 2" 30' VIA RACEWAY

B 52 MA UPC 1 P 2" 30' VIA RACEWAY

C 51 UPS ST 1 P 3/4" 150'

G 50 TV3 MB 1 P 1‐1/2" 82' LIVE/REFERENCE MONITORS

G 49 TV3 MB 1 S 1‐1/2" 82' LIVE/REFERENCE MONITORS

A 48 VB3 MP 1 S 3/4" 82'

G 47 M3 ERB 1 G 3/4" ‐‐ FOR M LED 3MC SURGICAL LIGHT. PER LOCAL CODE.

C 46 TR M3 1 P 3/4" ‐‐ FOR M LED 3MC SURGICAL LIGHT

A 45 VB10 MB 1 S 1‐1/2" 55' MONITOR ON CART

A 44 VB10 MB 1 S 1‐1/2" 55' MONITOR ON CART

A 43 VB8 CY 1 S 1/2" 91' VIA RACEWAY

A 42 VB5 CY 1 S 1/2" 91'

A 41 VB8 MB 1 S 1" 82'

A 40 VB6 MB 1 S 1" 82'

A 39 VB5 MB 1 S 1" 82'

A 38 VB4 MB 1 S 1" 82'

A 37 VB3 MB 1 S 1" 82'

A 36 VB2 MB 1 S 1" 82'

A 35 VB1 MB 1 S 1" 82'

G 34THIRDPARTY ERB ‐‐ G ‐‐ ‐‐ FOR INJECTOR, AUXILLARY BOX, PATIENT MONITORING, VIDEO NETWORKING, ECT.

G 33THIRDPARTY

THIRDPARTY ‐‐ ‐ ‐‐ ‐‐ FOR INJECTOR, AUXILLARY BOX, PATIENT MONITORING, VIDEO NETWORKING, ECT.

G 32 PHYPHYSIO

MONITOR 1 S 2" 33' OPTIONAL FOR REMOTE LOCATION

C 31 MSA PHY 1 S 2‐1/*2" ‐‐FOR FUTURE OPTIONS (PATIENT MONITORING). VERIFY WITH LOCAL PHILIPS SERVICEIF AUXILIARY BOX SHOULD BE USED

RUN NO. FROM TO

CONDUITCONDUITQUANTITY CABLE TYPE MINIMUM CONDUIT

SIZEMAXIMUM CONDUIT

LENGTH SPECIAL REQUIREMENTS

G OPTIONAL EQUIPMENT, VERIFY WITH LOCAL PHILIPS SERVICE A AIR SUPPLY HOSEF CONDUIT EXISTING ‐ CABLES SUPPLIED AND INSTALLED BY CONTRACTOR C COOLING HOSEE CONDUIT EXISTING ‐ CABLES SUPPLIED BY PHILIPS AND INSTALLED BY CONTRACTOR H HIGH TENSIOND CONDUIT EXISTING ‐ CABLES SUPPLIED AND INSTALLED BY PHILIPS S SIGNALC CONDUITS AND CABLES SUPPLIED AND INSTALLED BY CONTRACTOR G GROUNDB CONDUIT SUPPLIED/INSTALLED BY CONTRACTOR ‐ PHILIPS CABLES INSTALLED BY CONTRACTOR D POWER (DC)A CONDUIT SUPPLIED/INSTALLED BY CONTRACTOR ‐ PHILIPS CABLES INSTALLED BY PHILIPS P POWER (AC)

CABLE TYPES2. ALL CONDUIT RUNS MUST HAVE A PULL STRING.1. ALL CONDUIT RUNS MUST TAKE MOST DIRECT ROUTE POINT TO POINT.

GENERAL NOTES

CONDUIT REQUIRED

G 64 PEA CY 1 S 1/2" 98' VERIFY WITH CUSTOMER IF THEY WOULD LIKE TO INSTALL FOR FUTURE UPGRADE.

G 63 DH PEA 1 S 1/2" 98' VERIFY WITH CUSTOMER IF THEY WOULD LIKE TO INSTALL FOR FUTURE UPGRADE.

A 62 WR3 DBS 1 S 2" ‐‐ LIVE / REFERENCE MONITORS

B 61 RSP UPS 1 S 1‐1/2" 90' REMOTE STATUS PANEL

RUN NO. FROM TO

CONDUIT

CONDUITQUANTITY CABLE TYPE MINIMUM CONDUIT

SIZEMAXIMUM CONDUIT

LENGTH SPECIAL REQUIREMENTS

G OPTIONAL EQUIPMENT, VERIFY WITH LOCAL PHILIPS SERVICE A AIR SUPPLY HOSEF CONDUIT EXISTING ‐ CABLES SUPPLIED AND INSTALLED BY CONTRACTOR C COOLING HOSEE CONDUIT EXISTING ‐ CABLES SUPPLIED BY PHILIPS AND INSTALLED BY CONTRACTOR H HIGH TENSIOND CONDUIT EXISTING ‐ CABLES SUPPLIED AND INSTALLED BY PHILIPS S SIGNALC CONDUITS AND CABLES SUPPLIED AND INSTALLED BY CONTRACTOR G GROUNDB CONDUIT SUPPLIED/INSTALLED BY CONTRACTOR ‐ PHILIPS CABLES INSTALLED BY CONTRACTOR D POWER (DC)A CONDUIT SUPPLIED/INSTALLED BY CONTRACTOR ‐ PHILIPS CABLES INSTALLED BY PHILIPS P POWER (AC)

CABLE TYPES2. ALL CONDUIT RUNS MUST HAVE A PULL STRING.1. ALL CONDUIT RUNS MUST TAKE MOST DIRECT ROUTE POINT TO POINT.

GENERAL NOTES

CONDUIT REQUIRED

KEYED SHEET NOTES

INTERSTITIAL

SECOND FLOOR

THIRD FLOOR

INTERSTITIAL

EDP-EM3A

EXISTING 225A-3P CIRCUIT BREAKER FEEDING CATH LAB #2EQUIPMENT TO REMAIN. SHUTDOWN OF THIS PANEL IS ONLYPERMITTED BETWEEN THE HOURS OF 8:00PM AND 5:00AM ,WITH 30 DAYS PRIOR NOTICE COORDINATED WITH THE VAENGINEER.

EXISTING (5) #350MCM, (1) #4 GND, IN 4" C.

DISCONNECT AND REMOVETAP CONDUCTORS/CONDUIT

DISCONNECT AND REMOVEEXISTING (2) SHUNT TRIP BREAKERSTO SERVE LAB EQUIPMENT.EXISTING RM 3H-104

PB PB

RM 2V-153E

PB

6

2

PB

1. CONTRACTOR SHALL CONFIRM EXISTING CONNECTIONS WITHIN TAPBOX PRIOR TO WORK COMMENCING AND SUBMITTING INFORMATIONTO ENGINEER FOR REVIEW.

2. REUSE EXISTING TAP BOX IN INTERSTITIAL SIZED TO ACCOMODATENEW SPLICE OF FEEDER.

3. DOWN TO CATH LAB #2 125A SHUNT TRIP CIRCUIT BREAKER IN RM3H-105A. SEE SHEET ES2.23 FOR CONTINUATION.

4. 78 (4")C, 3#350 KCMIL, 1#350 KCMIL GND. ROUTE THROUGHINTERSTITIAL SPACE USING THE MOST DIRECT ROUTE TO MINIMIZEDISTANCE OF CONDUCTORS. PROVIDE PULL BOXES AS NECESSARYAND WHEN MAKING DIRECTION CHANGE.

5. PROVIDE FIRESTOPPING OF ALL PENETRATION LEFT AFTER CONDUITIS REMOVED.

6. EXISTING FEEDER FOR CATH LAB #2 TO REMAIN.

VWXYZAA

8

9

10

11

12

BBCCDDFF EEGGHH

13

U T

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

EXISTING 4" CONDUITWITH EXISTINGCONDUCTORS

RM 2V-153EAPPROXIMATE LOCATIONOF PANEL EDP-EM3A AND225A 3-P BREAKER BELOW

PANEL IS LOCATED ON 2ND FLOOR. EXISTING 3"CONDUIT FROM THIS LOCATION TO THE PANEL.REFER TO 2/ES9.21 FOR ALLOWED HOURS ANDREQUIRED NOTOCE FOR PANEL SHUTDOWN.

APPROXIMATE ROUTING OFEXISTING CONDUIT ANDCONDUCTORS

7

6

PROVIDE NEW PULL BOX.SEE ALSO 2/ES9.21.

3 4

6

7

4

EXISTING TAP BOX 1 5

APPROX LOCATION OFNEW PHILIPSEQUIPMENT

4"C.

one-

eighth

inch

= o

ne fo

oton

e-qu

arter

inch

= o

ne fo

ot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:22

:07

AM

NSW ZTW

1331 - ES9.21

ELECTRICAL DIAGRAMS

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 48 OF 49

CD ISSUE 01/19/2018

NOT TO SCALE1 CATH LAB #2 EXISTING EQUIPMENT FEED - RISER DIAGRAM

1/32" = 1'-0"3 CATH LAB #2 EXISTING EQUIPMENT FEED PARTIAL DEMOLITION AND NEW EQUIPMENT FEED EXTENSION

KEYED SHEET NOTES

PENTHOUSE

INTERSTITIAL

FOURTH FLOOR

INTERSTITIAL

THIRD FLOOR

INTERSTITIAL

SECOND FLOOR

INTERSTITIAL

FIRST FLOOR

INTERSTITIAL

BASEMENT

1F1

1H-119

RISER F1

4#6, #10 GND, 1" C.

NL4F1-1A / 1B

3P60FU60FSS NT4F1-1

45 KVA

4#1/0, #6 GND, 2" C.18" X 18" X 8"TAP BOX

NH4F1-1

3#6, #10 GND, 1" C.

4#6, #10 GND, 1" C.

NL3F1-1A / 1B

3P60FU60FSS NT3F1-1

45 KVA

4#1/0, #6 GND, 2" C.

24" X 18" X 8" TAP BOX

NH3F1-1

3#6, #10 GND, 1" C.

4#1, #6 GND, 2" C.

3P60FU60FSS NT3F1-2

45 KVA

3#6, #10 GND, 1" C.

4#3, #8 GND, 1-1/4" C.

NL3F1-2 CL3F1-1 CL3F1-2

CL2F1-1

4#4, #8 GND, 2" C.

3P200FU200FSS

3#3/0, #6 GND, 2" C.

NT1F1-1150 KVA

DP-1F1 NL1F1-1 NL1F1-2 NL1F1-2K NH1F1-1

4#1/0, #6 GND, 2" C.4#1, #6 GND, 1-1/2" C.

4#3, #6 GND, 1-1/4" C.

4#1/0, #6 GND, 2" C.

(2 SETS) 4#250, #3 GND, 3" C.

E

N

ATS-CF1 #8

J

3#4/0, #6 GND, 2-1/2" C.

24" X 24" X 8" TAP BOX

3P200FU200FSS

CL1F1-1

4#3, #8 GND, 1-1/4" C.

4#4, #8 GND, 2" C.

4#6, #10 GND, 1-1/4" C.

24" X 24" X 8" TAP BOX

EL1F1-1RM. 1G-109

(2 SETS) 4#4/0, #4 GND, 2-1/2" C.

10#12, 1" C

TOEDP-CENT

3#4/0, #4 GND, 2-1/2" C.

TOMASTER CONTROLCUBICLE RM 1N-106GENERATER ROOM

SUB-BASEMENT

TOSUBSTATION #7

3P200FU150FSS

3#1/0, #6 GND, 1-1/2" C.

NTBF1-1112.5 KVA

NLBF1-1 NLBF1-2A/2BRM. BG-101

NHBF1-1

EH1F1-1BIOMED

EQUIPMENTONLY

4#3/0, #6 GND, 2-1/2" C.4#3/0, #8 GND, 1-1/4" C.

4#4/0, #4 GND, 2-1/2" C.4#350MCM, #4 GND, 3" C.

18" X 18" X 8" TAP BOX

4#3, #8 GND, 1-1/4" C. 18" X 18" X 8" TAP BOX

E

N

ATS-EBF #43LOCATED IN THE SUB-BASEMENT

EDP-CENT

SUBSTATION #7 (2 SETS) 4#250, #3 GND, 3" C.

(2 SETS) 4#250, #3 GND, 3" C.

E

N

TOSUBSTATION #7

8

P

TOEDP-CENT

10#12, 1" C.

4#3, #8 GND, 1-1/4" C.

ETBF1-230 KVA

4#2/0, #6 GND, 2" C.

3#6, #6 GND, 1" C.

4#4, #8 GND, 1-1/4" C.

TO MASTER CONTROL CUBICLE IN ROOM1N-106

EHBF1-1

ATS-EF1#22

BH-106

4#3, #8 GND, 1-1/4" C.

BF1

BH-106

2F1

2H-115

3F1

3H-122

4F1

4H-121

CLBF1-2 CLBF1-1

TOSUBSTATION #7

1

3#4/0, #4 GND, 2-1/2" C.

CT1F1-1150 KVA

CLBF1-4 CLBF1-5 UPS CLBF1-6

4#3/0, #6 GND, 2" C.4#1, #4 GND, 1-1/2" C.

3P200FU200FSS

3#3/0, #6 GND, 2" C.

CTBF1-1150 KVA

CLBF1-3IN RM. BH-111

24" X 18" X 8"TAP BOX

(3)3P200FU150FSS

E

N

TOSUBSTATION #7

9

U

TOEDP-CENT

10#12, 1" C.

3#4/0, #4 GND, 2" C.

TOMASTER CONTROL CUBICLE ROOM 1N-106

ATS-CF1B#9

3#4/0, #4 GND, 2" C.

(2 SETS) 4#4/0, #4 GND, 2-1/2" C.

112

310

(2 SETS) 4#3/0, #3 GND, 2-1/2" C.

18" X 18" X 8" TAP BOX

4#3, #8 GND, 1-1/4" C.

NL2F1-1A / 1B

3P60FU60FSS NT2F1-1

45 KVA

4#1/0, #6 GND, 2" C.

24" X 18" X 8" TAP BOX

NH2F1-1

3#6, #10 GND, 1" C.

4#4/0, #4 GND, 2-1/2" C.

4#4/0, #4 GND, 2-1/2" C.

CL3F1-3

24" X 18" X 8" TAP BOX

3P100FU100FSS

ISO CATH LAB #2

4#6, #10 GND, 1-1/4" C.

4#3/0, #6 GND, 2" C.

4#3, #8 GND, 1-1/4" C.

4#3/0, #6 GND, 2" C.

4#4, #8 GND, 1-1/4" C.

CL4F1-1

3P200NFSS

4#3/0, #6 GND, 2" C.

(2 SETS) 4#250MCM, #2 GND, 3" C.4#300, #2 GND, 2-1/2" C.

NL1F2-1 NL1F2-2

RM. 1G-109

4#4/0, #2 GND, 2-1/2" C.

DP-1F1

ATS-CF1#8

SUB 7CRT 1

EDP-CBNTCRT-J

E

N

J-BOX

4#4/0, #4 GND, 2-1/2" C.

1. NOT USEDon

e-eig

hth in

ch =

one

foot

one-

quar

ter in

ch =

one

foot

04

816

04

8

three

-eigh

ths in

ch =

one

foot

04

one-

half i

nch

= o

ne fo

ot

04

three

-qua

rter in

ch =

one

foot

02

inch

one

inch

= o

ne fo

oton

e and

one-

half i

nch

= o

ne fo

otthr

ee in

ches

= o

ne fo

ot

60

26

01

60

REVISIONS DATE

GENE

R AL

NOTE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BERESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR,THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TOTHE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL OF WALLS, PARTITIONS, DOORS &CEILING & FLOORS. ANY AND ALL CUTTING OF CONCRETE FLOORS, WALLS OR STRUCTURE SHALL BE THE GENERAL CONTRACTOR'SRESPONSIBILITY. CORE DRILLING THROUGH CONCRETE WALLS, FLOORS OR STRUCTURE FOR PIPING OR CONDUIT SHALL BE THERESPONSIBILITY OF THE SUBCONTRACTOR BY TRADE; FIRESTOPPING OF THESE OPENINGS SHALL BE DONE BY THE RESPECTIVESUBCONTRACTOR. REMOVAL OF DEBRIS RESULTING FROM DEMOLITION, CUTTING, AND/OR DRILLING IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR. PATCHING AND REPAIR OF CONCRETE WALLS, FLOOR, OR STRUCTURE SHALL BE THE RESPONSIBILITY OF THEGENERAL CONTRACTOR; THIS WILL BE ACCOMPLISHED UPON COMPLETION OF THE INSTALLATION OF ANY AND ALL UTILITIES INSTALLEDBY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

70

Drawing Title Project Title

Location

Office ofFacilities

ManagementDrawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3(PHASE 2: CATH LAB 2)

TRUE NORTH

PLAN NORTH701 Washington Avenue North, Suite 200Minneapolis, Minnesota 55401 | 612.338.2029

LHB: 150499VA: 618-CSI-146

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTEREDENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER: DATE:

01/19/2018

As indicated

C:\U

sers

\nrp

otra

\Doc

umen

ts\1

5021

8 M

VAM

C C

athL

abU

pgra

de E

15_n

rpot

ra.rv

t1/

23/2

018

9:22

:09

AM

NSW ZTW

1331 - ES9.22

F1 RISER DIAGRAM

V.A. MEDICAL CENTERONE VETERANS DRIVEMINNEAPOLIS, MN 55417

46305

NATHAN S. WRIEDT

01/19/2019

DRAWING: 49 OF 49

CD ISSUE 01/19/2018NOT TO SCALE1 F1 RISER DIAGRAM