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.
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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
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\Doc
umen
ts\1
5021
8 M
VAM
C C
athL
abU
pgra
de A
15_n
rpot
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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
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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
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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
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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
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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
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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
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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
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\Doc
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5021
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VAM
C C
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de A
15_n
rpot
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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
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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"
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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
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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
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11:0
4:13
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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
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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
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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-
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= o
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e-qu
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= o
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04
816
04
8
three
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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
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VAM
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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"
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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
0ø
EX. 1
2ø
EX. 2
0ø
EX. 36x20
EX. 36x20
EX. 2
0ø
EX. 8ø
EX. 8ø
EX. 12ø
EX. 16ø
EX. 1
2ø
EX. 12ø
EX. 8ø EX. 10ø
EX. 1
2ø
EX. 8ø
EX. 8ø
EX. 1
0øEX. 6
ø
EX. 6ø
EX. 8ø
EX. 8
ø
EX. 1
2ø
EX. 12ø
EX. 16ø
EX. 8ø
EX. 14ø
EX. 1
2ø
EX. 12ø
EX. 12ø
EX. 12ø
EX. 12øEX. 6ø
EX. 6ø
EX. 14ø
EX. 12ø
EX. 12ø
EX. 1
2ø
EX. 14ø
EX. 12ø
EX. 12ø
EX. 12ø
EX. 1
0ø
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
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/201
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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
2ø
EX. 2
8x28
EX. 28x28
EX. 28x34EX. 28x34
EX. 3
2øEX. 2
0x36
EX. 3
6x20
EX. 3
2ø
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
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/201
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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
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\bm
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8 M
VAM
C C
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l_bm
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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
0ø
EX. 1
2ø
EX. 2
0ø
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
6ø
8ø
12ø
14ø
14ø
12ø
10ø
10ø
8ø
6ø
10ø
12ø18ø
10ø
8ø
4ø
22ø18ø
24x8
EX. 2
0ø
EX. 2
0ø
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
8ø
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
4ø
4ø70-VAV-AHU3H-104
6ø
8ø
7ø
4ø
4ø
8ø
14" RA DOWN IN CHASE, SEE2/MH3.21 FOR CONTINUATION OFDUCTWORK
14" RA DOWN IN CHASE, SEE2/MH3.21 FOR CONTINUATION OFDUCTWORK
4ø
24x8
14ø
18ø
8ø
6ø
6ø
7ø
7ø
8ø 8ø
8ø
8ø
8ø
8ø
7ø7ø
18ø
6ø
6ø
6ø7ø
7ø
7ø
7ø
7ø
7ø
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
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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
2ø
EX. 3
2ø
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
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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
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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
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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-
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three
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04
one-
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three
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foot
02
inch
one
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= o
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= o
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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"
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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
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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
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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
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l\Doc
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1/19
/201
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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
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l\Doc
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8 M
VAM
C C
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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
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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
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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
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= o
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ee in
ches
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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
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/201
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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
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23/2
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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
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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
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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
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:19
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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
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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"
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:30
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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
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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
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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"
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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
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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
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:51
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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
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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"
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:55
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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-
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26
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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"
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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
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: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
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:07
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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
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\Doc
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8 M
VAM
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de E
15_n
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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