36E77618R0105-005.pdf

MISSISSIPPI

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C of

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M

IN

N E H A H A

A V E S O U T H

(T .H .5 th A V E

S O U T H th

A v e n u e

S o u th th

A v e n u e

S o u th

E A S T th

S T R E E T

STREET

55th.

56th.

STREET

SUB

57th.

STREET

58th.

STREET

VETERANS ADMINISTRATION

HOSPITALFINISH FLOOR ELEVATION =

840.33

FENCE

LINE

FENCE

LINE

VA MEDICAL

CENTER

A

B

49A

LOT

LOT

LOT

LOT

LOT

43A

LOT

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VA MEDICAL

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T-47

ACOUSTIC TILE

(DOOR) ACTUATION DEVICE

ADJUSTABLE

ABOVE FINISHED FLOOR

AUTHORITY(IES) HAVING JURISDICTION

ALTERNATE

ALUMINUM

ACCESS PANEL

BOARD

BUILDING

BLOCKING

BEAM

FURNISHED BY OWNER

CATCH BASIN

CABINET

CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CORNER GUARD

CAST IRON

CONTROL JOINT

CERAMIC TILE

CEMENT PLASTER

CEILING

CLEAR

COLUMN

COMPOSITION

CONCRETE

CONCRETE MASONRY UNIT

CONTINUOUS

CONTRACTOR

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DIAPER CHANGING STATION

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIMENSION

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EACH

(EQUIPMENT) VENDOR FURNISHED /

(EQUIPMENT) VENDOR INSTALLED

EACH FACE

ELECTRICAL

ELEVATION, ELEVATOR

EQUIPMENT

EACH WAY EXPANSION,

EXISTING

EXPOSED

EXPANSION MATERIAL

EXTERIOR

EXISTING

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FEMININE HYGIENE VENDOR

FINISH FL.

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FOOTING

GAUGE

GRAB BAR

GALVANIZED

GALVANIZED IRON

GLASS

GYPSUM BOARD

HOLLOW CORE

HARDBOARD

HANDRAIL

HARDWARE

HARDWOOD

HEIGHT

HOLLOW METAL

HORIZONTAL

INSULATION

INTERIOR

JST.

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MAT'L

MAX.

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M.R.

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NUMBER

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SEE DETAIL

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VA FURNISHED / VA INSTALLED

WITHOUT

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WATERPROOFING

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PLATE

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NUMBER

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BLDG.

BLKG.

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DBL.

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DIA.

DIM.

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EA.

EE

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EX

EXP.

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GA.

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HDRL.

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HT.

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HORIZ.

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INT.

ROOM NAME

101A

MOD00

1 DETAIL NUMBER

SHEET NUMBER

101A.1

LAYERS OF GYPSUM BOARD

/ COVERING INDICATOR

M

1A

SIZE INDICATOR

SUB TYPE IDENTIFIER

MATERIAL INDICATOR

POINT REFERENCED

ELEVATION

ELEVATION INDICATOR

WALL/ PARTITION TYPE

ROOM NAME/ NUMBER

KEYNOTE

EQUIPMENT TAG

REVISION NUMBER

REFERENCE TAG

SECTION REFERENCE

BUILDING SECTION REFERENCE

EXTERIOR ELEVATION REFERENCE

INTERIOR ELEVATION /

ISOMETRIC DRAWING REFERENCE

WINDOW/ LOUVER TAG

DOOR TAG

PLYWOOD

WOOD BLOCKING

FACE BRICK

CONCRETE BLOCK

CONCRETE BLOCK (LARGE SCALE)

WOOD STUD PARTITION

METAL STUD PARTITION

BATT INSULATION

EXTERIOR RIGID INSULATION

RIGID INSULATION (LARGE SCALE)

FINISH WOOD

GYPSUM BOARD OR PLASTER

METAL-LARGE SCALE

EXISTING (DETAILS/SECTIONS)

ABBREVIATIONS REFERENCE SYMBOLS

MATERIALS

A0.01

A0.00

1A0.00

A0.00

WALL FINISH INDICATORXXX.0

1 A0.00 1

A0.00

A0.00

105 105

DEPARTMENT OF VETERANS AFFAIRS

MINNEAPOLIS, MN MEDICAL CENTER

UPGRADE CATH LABS 2 & 3 - BUILDING 70,

PHASE 2: CATH LAB 2

VA PROJECT NO. 618-CSI-146 (b)

LHB, INC.

701 WASHINGTON AVE N, SUITE 200

MINNEAPOLIS, MN 55401

U.S. DEPARTMENT OF VETERANS AFFAIRS

ONE VETERANS DRIVE

MINNEAPOLIS, MN 55417

CLIENT

ARCHITECT

INTERIOR DESIGNER

MECHANICAL ENGINEER ELECTRICAL ENGINEER

LHB, INC.

701 WASHINGTON AVE N, SUITE 200

MINNEAPOLIS, MN 55401

CONTACT: RANDI SUNDELL

PHONE: (612) 752-6958

E-MAIL: RANDI.SUNDELL@LHBCORP.COM

LHB, INC.

701 WASHINGTON AVE N, SUITE 200

MINNEAPOLIS, MN 55401

CONTACT: BUD BRASCH

PHONE: (612) 766-2816

E-MAIL: BUD.BRASCH@LHBCORP.COM

NORTH

STRUCTURAL ENGINEER

LHB, INC.

701 WASHINGTON AVE N, SUITE 200

MINNEAPOLIS, MN 55401

CONTACT: GREGG CURTIS

PHONE: (612) 766-2805

E-MAIL: GREGG.CURTIS@LHBCORP.COM

CONTACT: MARK ANGELL

PROJECT MANAGER

ONE VETERANS DRIVE

MAIL STOP 138

ROOM NUMBER BR-144

MINNEAPOLIS, MN 55417

PHONE: (612) 467-2653

FAX: (612) 727-5960

E-MAIL: MARK.ANGELL@VA.GOV

CONTACT: NATHAN POTRATZ

PROJECT ARCHITECT

PHONE: (612) 752-6975

E-MAIL: NATHAN.POTRATZ@LHBCORP.COM

STANLEY CONSULTANTS, INC.

225 IOWA AVENUE

MUSCATINE, IA 52761

CONTACT: GLENN JENSEN

PHONE: (563) 264-6600

DIRECT: (563) 264-6478

FAX: (563) 264-6658

E-MAIL: JENSENGLENN@STANLEYGROUP.CO

CONSTRUCTION COST ESTIMATING

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE

APPLICABLE CODES AND REGULATIONS. APPLICABLE CODES INCLUDE:

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

REQUIREMENTS.

ALL MAJOR NOISE PRODUCING ACTIVITIES SHALL BE ACCOMPLISHED BETWEEN THE

HOURS OF 5:00 PM AND 7:00 AM.

CONTRACTOR SHALL COMPLY WITH OWNER'S INFECTION CONTROL & LIFE SAFETY

MEASURES DURING THE DEMOLITION/CONSTRUCTION PROCESS. CONSTRUCTION

BARRIERS SHALL BE IN ACCORDANCE WITH NFPA 241.

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

CONTRACTOR SHALL VISIT THE SITE AND APPRAISE HIMSELF/HERSELF OF EXISTING

CONDITIONS AND SEQUENCES FOR INSTALLATION.

DRAWINGS ARE NOT TO BE SCALED. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS

AND FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY

ARCHITECT IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES OCCUR.

MATERIALS AND NOTES COMMON TO SEVERAL DRAWINGS MAY BE NOTED ON ONLY ONE

DRAWING. CONTRACTOR SHALL BE RESPONSIBLE FOR ENTIRE SET OF DOCUMENTS.

REVIEW SPECIFICATIONS FOR INSTRUCTIONS NOT SHOWN ON DRAWINGS.

REFERENCES SHOWN ON DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKE

CONDITIONS AND DO NOT LIMIT APPLICATION OF DRAWING OR DETAIL WHERE SPECIFIC

DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT THE

ARCHITECT PRIOR TO PROCEEDING WITH WORK.

CONTRACTOR SHALL MAINTAIN CLEAN AND PRESENTABLE WORK AND STORAGE AREAS,

AND SHALL NOT ALLOW ANY MATERIAL AS A RESULT OF DEMOLITION OR CONSTRUCTION

TO ACCUMULATE.

PRIOR TO COMMENCEMENT OF ANY OPERATION, EACH CONTRACTOR SHALL EXAMINE

WORK PERFORMED BY OTHERS TO WHICH HIS OR HER WORK ADJOINS OR IS APPLIED, AND

REPORT TO THE ARCHITECT ANY CONDITIONS PREVENTING SATISFACTORY

ACCOMPLISHMENT OF THEIR WORK. STARTING WORK OF ANY OPERATION SHALL INDICATE

ACCEPTANCE OF CONDITIONS.

UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS.

ALL AREAS AFFECTED BY THE PROJECT SHALL BE DELIVERED CLEAN, WHOLE, TIGHT, AND

FIT FOR IMMEDIATE OCCUPANCY.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION;

INCLUDING ALL AMENDMENTS AND DOCUMENTS ADOPTED BY REFERENCE.

INTERNATIONAL MECHANICAL CODE (IMC), CHAPTERS 2 THROUGH 15;

INTERNATIONAL FUEL GAS CODE (IFGC), CHAPTERS 2 THROUGH 8;

INCLUDING ALL AMENDMENTS AND DOCUMENTS ADOPTED BY REFERENCE.

NATIONAL ELECTRICAL CODE, 2014 EDITION.

ICC/ANSI A117.1-2009; IBC CHAPTER 11;

INCLUDING ALL AMENDMENTS AND DOCUMENTS ADOPTED BY REFERENCE.

OSHA STANDARDS

INTERNATIONAL ENERGY CONSERVATION CODE (IECC), 2012 EDITION;

ASHRAE STANDARD 90.1-2010, CHAPTERS 2 THROUGH 5;

INCLUDING ALL AMENDMENTS AND DOCUMENTS ADOPTED BY REFERENCE.

INTERNATIONAL FIRE CODE (IFC), 2006 EDITION.

LIFE SAFETY CODE (NFPA 101), 2000 EDITION.

DEPARTMENT OF VETERANS AFFAIRS DESIGN MANUALS & STANDARDS

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

LHB, INC.

701 WASHINGTON AVE N, SUITE 200

MINNEAPOLIS, MN 55401

CONTACT: NATE WRIEDT

PHONE: (612) 766-2834

E-MAIL: NATHAN.WRIEDT@LHBCORP.COM

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 SIGNATURES

CARDIOLOGY, CHIEF NURSE

UNION, 1969

LOGISTICS

CHIEF, PROJECT SECTION

INFECTION CONTROL

POLICE AND SECURITY

CHIEF, BIOMEDICAL ENGINEERING

MANAGER, BUILDINGS AND GROUND

#1. POURED MMA FLOOR FINISH:

- BID OPTION:

PROVIDE RF.1 FLOOR AND INTEGRAL COVE BASE FINISH AT SCRUB

(3H-104), CATH LAB (3H-105), AND SUPPLY (3H-105B).

- BASE BID:

WRSF FLOOR AND INTEGRAL COVE BASE FINISH WHERE INDICATED.

- REFER TO FINISH PLAN AND SCHEDULES FOR ADDITIONAL INFORMATION.

#2. CORRIDOR LIGHT REPLACEMENT:

- BID OPTION:

REPLACE 31 EXISTING 2x4 FLUORESCENT LIGHT FIXTURES WITH 2x4 LED

LIGHT FIXTURES IN CORRIDORS 3C-63 3C-64, 3C-65, 3C-66, 3C-68, 3C-92,

3C-95, 3C-96, AND 3C-173.

- BASE BID:

EXISTING 2x4 FLUORESCENT LIGHT FIXTURES TO REMAIN IN CORRIDORS.

- REFER TO FINISH PLAN FOR ROOM LOCATIONS AND LIGHT FIXTURE

SCHEDULE FOR 2x4 LED LIGHT FIXTURE SPECIFICATION.

on e-eig hth in ch o ne fo ot on e-qu ar ter in ch o ne fo ot thr ee

-e igh ths in ch o ne fo ot on e-ha lf i nc h o ne fo ot thr ee

-q ua rte r in ch o ne fo ot inc h on e inc h o ne fo ot on e a nd on e-ha lf i nc h o ne fo ot thr ee in ch es o ne fo ot

REVISIONS DATE

GE

NE

R A L

NO

TE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

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

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY

REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:

Office of Facilities

Management Drawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3

(PHASE 2: CATH LAB 2)

TRUE NORTH

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

LHB: 150499

VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C :\U se rs

\n rp ot ra

\D oc um en ts \1

M

VA

M

C C at hL ab U pg ra de A

_n rp ot ra .rv t 1/

/2

:0

4:

A M

DAM/NRP NRP

1331 - GI0.21

PROJECT TITLE SHEET

V.A. MEDICAL CENTER

ONE VETERANS DRIVE

MINNEAPOLIS, MN 55417

49377

NATHAN POTRATZ

01/19/2018

DRAWING: 1 OF 49

CD ISSUE 01/19/2018

SHEET

NO SHEET NAME

FP0.21 LEVEL 3 FIRE PROTECTION PLAN

E0.21 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ED1.23 LEVEL 3 -LIGHTING DEMOLITION PLAN

ED1.24 LEVEL 3 - POWER & TECHNOLOGY DEMOLITION PLAN

ES1.23 LEVEL 3 - LIGHTING PLAN

ES2.23 LEVEL 3 - POWER PLAN

ES2.24 LEVEL 3 - INTERSTITIAL CATH 2

ES3.23 LEVEL 3 - SYSTEMS PLAN

ES3.24 LEVEL 3 - OVERALL SYSTEMS PLAN

ES3.25 PENTHOUSE - AHU PLAN

ES7.21 ELECTRICAL DETAILS

ES7.22 ELECTRICAL DETAILS

ES7.23 ELECTRICAL DETAILS

ES8.21 ELECTRICAL SCHEDULES

ES8.22 ELECTRICAL SCHEDULES

ES8.23 ELECTRICAL CONDUIT SCHEDULES

ES9.21 ELECTRICAL DIAGRAMS

ES9.22 F1 RISER DIAGRAM

: 49

SHEET

NO SHEET NAME

GI0.21 PROJECT TITLE SHEET

GI1.23 CODE PLAN & CODE SUMMARY

GI2.23 PHASING PLAN

AD1.23 LEVEL 3 DEMOLITION PLANS

AD2.23 LEVEL 3 INTERSTITIAL DEMOLITION AND FLOOR PLANS

AS1.23 LEVEL 3 FLOOR PLAN AND REFLECTED CEILING PLAN

AS2.23 LEVEL 3 FINISH PLAN

AS4.21 INTERIOR ELEVATIONS AND ISOMETRIC DRAWINGS

AS4.22 INTERIOR ELEVATIONS AND ISOMETRIC DRAWINGS

AS5.21 PARTITION TYPES AND INTERIOR DETAILS

AS6.21 DOOR & FRAME SCHEDULES & DETAILS AND CASEWORK DETAILS

AS7.21 ROOM FINISH SCHEDULE, MATERIALS FINISH LIST AND DETAILS

AS9.23 SIGNAGE PLAN

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

FRAMING PLANS

SS5.21 DETAILS & SECTIONS

M0.21 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD1.21 LEVEL 3 VENTILATION AND HYDRONIC DEMOLITION PLAN

MD1.22 PENTHOUSE MECHANICAL DEMOLITION PLAN

MH2.21 LEVEL 3 HYDRONIC PLAN

MH3.21 LEVEL 3 VENTILATION PLAN

MH3.22 PENTHOUSE MECHANICAL PLAN

MH3.23 70-AHPS-54 AIR HANDLER PLANS

MH6.21 MECHANICAL DETAILS

MH6.22 CONTROL SYMBOLS AND DIAGRAMS

MH7.21 MECHANICAL SCHEDULES

PL1.21 LEVEL 2 INTERSTITIAL PLUMBING AND MEDICAL GAS DEMOLITION PLAN

PL1.22 LEVEL 3 PLUMBING AND MEDICAL GAS DEMOLITION PLAN

PL2.21 LEVEL 2 INTERSTITIAL SANITARY PLAN

PL2.22 LEVEL 3 DOMESTIC AND SANITARY PLAN

PL4.21 LEVEL 3 MEDICAL GAS PIPING PLAN

PL5.21 PLUMBING DETAILS AND SCHEDULES

SHEET

NO SHEET NAME

PHILIPS

*C1 COVER SHEET

*AN GENERAL NOTES

*AL EQUIPMENT LEGEND

*A1 EQUIPMENT PLAN

*AD1 TRANSPORT DETAILS

*AD2 EQUIPMENT DETAILS

*AD3 EQUIPMENT DETAILS

*AD4 EQUIPMENT DETAILS

*AD5 EQUIPMENT DETAILS

*AD6 EQUIPMENT DETAILS

*AD7 EQUIPMENT DETAILS

*SN SUPPORT NOTES

*SL SUPPORT LEGEND

*S1 SUPPORT PLAN - FLOOR & WALL

*S2 SUPPORT PLAN - CEILING

*SD1 SUPPORT DETAILS

*SD2 SUPPORT DETAILS

*SD3 SUPPORT DETAILS

*SD4 SUPPORT DETAILS

*EN ELECTRICAL NOTES

*EL ELECTRICAL LEGEND

*EL2 ELECTRICAL LEGEND

*E1 ELECTRICAL PLAN

*E2 RACEWAY & CONDUIT INFORMATION

*E3 RACEWAY & CONDUIT INFORMATION

*E4 RACEWAY & CONDUIT INFORMATION

*ED1 ELECTRICAL DETAILS

*ED2 ELECTRICAL DETAILS

*ED3 ELECTRICAL DETAILS

*ED4 ELECTRICAL DETAILS

*N1 REMOTE SERVICE NETWORK

*N2 REMOTE SERVICE NETWORK

*CHK CHECK LIST

: 33

0FP

0SP

1FP

1FB

1SW

1IU

1SB

2FB

2SW

2FW

3FB

3FW

4FB

4FW

H

1IU

1IU

0S P

0S P

0SP 0SP

1IU

0S P

0S P

2SW

2S W

2SW

2S W

2SW

2S W

2SW

2S W

2SW

2SW2SW

2S W

2SW 2SW

1S B

1S B

1SB

1S B

1SB 1SB

0SP0SP

1IU

0SP0SP0SP

0S P

0S P

0SP

0S P

0S P

0S P

0S P

0S P

0S P

0S P

0S P

0S P

0S P

1IU

1IU

1IU

1IU

1IU

0S P

0S P

0SP 0SP 0SP 0SP

1S B

1IU

1IU 1IU

0SP

0SP

SP

0SP

0S P

0SP

0SP

0SP

0S P

0S P

0S P

0S

P0SP

0S P

0S P

0S P

0S P

0SP

0SP 0SP

1SB

1S B

1S B

1S B

1S B

1S B

1S B

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

1S B

1S B

1S B

1S B

1S B

1S B

0SP

1IU

1IU

2S W

1SB 1SB

1SB 1SB

1SB

1S B

1S B

1S B

1S B

1S B

2SW

2S W

2S W

0S P

2S W

1IU

1IU

0SP

0S P

1S B

1SB

2F B

2F B

2FB

2F B

2F B

2F B

H

H

1SB

1S B

0S P

0S P

0S P

1IU

1IU

0SP

0S P

0S P

1IU

1IU

1IU

0S P

0SP

0S P

1IU

1IU

1SB

0SP

0SP 0SP

0SP

0S P

0S

P 0SP 0SP

0SP

CODE INFORMATION

GENERAL CODE NOTES

CODE PLAN LEGEND

I-2 HEALTH CARE

1-A 1 (332)

FULLY SPRINKLERED

UNLIMITED

5 STORIES (INCLUDING BASEMENT)

UNLIMITED

IBC TABLE 601 NFPA TABLE 4.1.1

3 HR 3 HR

3 HR 3 HR

1 HR 1 HR

NON-RATED NON-RATED

NON-COMBUSTABLE 0 HR

2 HR 2 HR

1 1/2 HR 1 1/2 HR

2 HR

200 FEET

0 HR 0 HR

CLASS "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 BUILDING

ELEMENTS

1. COORDINATE CONSTRUCTION BARRIERS WITH OWNER'S INFECTION CONTROL RISK

ASSESSMENT; 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 TRAFFIC

DESIGNED TO FACILITATE PATIENT AND PERSONNEL

MOVEMENT INTO, THROUGH, AND OUT OF SUITE

SIGNS INDICATING SURGICAL ATTIRE REQUIREMENTS

SEPARATION OF CLEAN AND SOILED AREAS WITHOUT

CROSS-TRAFFIC BETWEEN AREAS

SEPARATED 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 SUITE

PROVIDE STERILE ENVIRONMENT (2.2-3.3.1.2)

CLEAR FLOOR AREA OF 400 SF

PREP, 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 SF

SUITE

2,023 SF

SUITE

3,509 SF

SUITE

1,154 SF

SUITE

1,959 SF

SUITE

6,171 SF

SUITE

CATH LAB

3J-103

WORK

3J-105

OFFICE

3J-104

OFFICE

3J-101

SCRUB

3J-102

SOILED

3J-106

EQUIPMENT

3J-107ACONTROL

3J-107

BREAK

3J-109

OFFICE

3J-110

CORRIDOR

C3-92

CORRIDOR

C3-68

CORRIDOR

C3-173HALL

C3-100

NURSE STATION

3J-112

OFFICE

3J-111

OFFICE

3J-113

OFFICE

3J-114

OFFICE

3J-115

OFFICE

3J-116

OFFICE

3J-117

OFFICE

3J-118

OFFICE

3J-119

OFFICE

3J-120

OFFICE

3J-121

WOMEN

3J-122

MEN

3J-123

ELEC

3J-124B

HSKP

3J-125

3J-126

3J-127

3J-128

3J-129

EXAM

3J-130

EXAM

3J-131

EXAM

3J-132

READING

3J-133

EXAM

3J-134

LINEN

3J-135

EXAM

3J-136

WAITING

3J-138

HOLDING

3J-139

CATH LAB 4

3J-140

EQUIPMENT

3J-140A

SCRUB

3J-142

EQUIP

3J-142A

CONTROL

3J-143A

TOILET

3H-111

STAIR

OFFICE

3K-137

3K-138

3K-136

EXAM

3K-101

EXAM

3H-112

LOCKER

3H-113

CORRIDOR

C3-63

SUBWAIT

3H-114

OFFICE

3H-115

LOBBY

3H-109

ELEV

M-8

CORRIDOR

C3-66

HALL

3H-100

EXAM

3H-101

OFFICE

3H-100A

OFFICE

3H-100B

HALL

C3-90

OFFICE

3J-138A

WORK

3J-138B

CORRIDOR

C3-95

CORRIDOR

C3-96

MECHANICAL

3J-124

EQUIPMENT

3H-105A

ELEC

3J-124A

3J-126-A

HALL

C3-93

TOILET

3J-139A

HALL

C3-84

ELEV

E

SHAFT

3S-6

OFFICE

3H-116

HALL

C3-99

HALL

C3-98

TRASH

3H-121

LOBBY

3H-120

CORRIDOR

C3-64

LOCKER

3H-117

TOILET

3L-135A

LOCKER

3H-117B

3K-102

SHAFT

C-8

C-6

HOLD

3G-122

HOLDING

3G-121

HOLDING

3G-120

HOLDING

3G-119

HOLDING

3G-118

CONSULT

3H-110

EQUIP STOR

3J-141

156 SF

SUPPLY

3J-141A

787 SF

CATH LAB 3

3J-143

111 SF

SUPPLY

3H-105B

743 SF

CATH LAB 2

3H-105

CONTROL

3H-105C

SCRUB

3H-104204 SF

STERILE SUPPLY

3J-108

TELE

3H-123

ELEC

3H-122

OFFICE

3H-124

CORRIDOR

C3-65

OPEN TO BELOW

FEC

FEC

OFFICE

3H-118

TEMP EXAM

3G-100

TOILET

3G-101A

HSKP

3G-102

3G-103

3G-104

3G-105

3G-106

TOILET

3G-107

3G-108

HOLDING

3G-109

3G-111

HOLDING

3G-112

NURSE STATION

3G-1133G-114

HOLDING

3G-115

HOLDING

3G-116

HOLDING

3G-117

3G-123

3G-124

SUPPLY

3G-101

LOCKER

3G-104C

TOILET

3G-104A

LOCKER

3G-104B

HALL

C3-161

SOILED

3G-110A

SOILED

3G-109A

HALL

C3-164

HALL

C3-171

HOLDING

3G-110

CORRIDOR

C3-160 on e-eig hth in ch o ne fo ot on e-qu ar ter in ch o ne fo ot thr ee

-e igh ths in ch o ne fo ot on e-ha lf i nc h o ne fo ot thr ee

-q ua rte r in ch o ne fo ot inc h on e inc h o ne fo ot on e a nd on e-ha lf i nc h o ne fo ot thr ee in ch es o ne fo ot

REVISIONS DATE

GE

NE

R A L

NO

TE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

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

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY

REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:

Office of Facilities

Management Drawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3

(PHASE 2: CATH LAB 2)

TRUE NORTH

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

LHB: 150499

VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C :\U se rs

\n rp ot ra

\D oc um en ts \1

M

VA

M

C C at hL ab U pg ra de A

_n rp ot ra .rv t 1/

/2

:0

4:

A M

DAM/NRP NRP

1331 - GI1.23

CODE PLAN & CODE SUMMARY

V.A. MEDICAL CENTER

ONE VETERANS DRIVE

MINNEAPOLIS, 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

PRIMARY

PROJECT AREA

ES

ES

ES

CR

FN

DD CC BB AA Z Y

X W

EE

V U

CATH LAB

3J-103

WORK

3J-105

OFFICE

3J-104

OFFICE

3J-101

SCRUB

3J-102

SOILED

3J-106

EQUIPMENT

3J-107ACONTROL

3J-107

BREAK

3J-109

OFFICE

3J-110

CORRIDOR

C3-92

CORRIDOR

C3-68

CORRIDOR

C3-173HALL

C3-100

NURSE STATION

3J-112

OFFICE

3J-111

OFFICE

3J-113

OFFICE

3J-114

OFFICE

3J-115

OFFICE

3J-116

OFFICE

3J-117

OFFICE

3J-118

OFFICE

3J-119

OFFICE

3J-120

OFFICE

3J-121

WOMEN

3J-122

MEN

3J-123

ELEC

3J-124B

HSKP

3J-125

3J-126

3J-127

3J-128

3J-129

EXAM

3J-130

EXAM

3J-131

EXAM

3J-132

READING

3J-133

EXAM

3J-134

LINEN

3J-135

EXAM

3J-136

WAITING

3J-138

HOLDING

3J-139

CATH LAB 4

3J-140

EQUIPMENT

3J-140A

SCRUB

3J-142

EQUIP

3J-142A

CONTROL

3J-143A

TOILET

3H-111

STAIR

OFFICE

3K-137

3K-138

3K-136

EXAM

3K-101

EXAM

3H-112

LOCKER

3H-113

CORRIDOR

C3-63

SUBWAIT

3H-114

OFFICE

3H-115

LOBBY

3H-109

ELEV

M-8

CORRIDOR

C3-66

HALL

3H-100

EXAM

3H-101 OFFICE

3H-100A

OFFICE

3H-100B

HALL

C3-90

OFFICE

3J-138A

WORK

3J-138B

CORRIDOR

C3-95

CORRIDOR

C3-96

MECHANICAL

3J-124

EQUIPMENT

3H-105A

EQUIPMENT

3H-105A

ELEC

3J-124A

3J-126-A

HALL

C3-93

TOILET

3J-139A

HALL

C3-84

ELEV

E

SHAFT

3S-6

OFFICE

3H-116

HALL

C3-99

HALL

C3-98

TRASH

3H-121

LOBBY

3H-120

CORRIDOR

C3-64

LOCKER

3H-117

TOILET

3L-135A

LOCKER

3H-117B

3K-102

SHAFT

C-8

C-6

HOLD

3G-122

HOLDING

3G-121

HOLDING

3G-120

HOLDING

3G-119

HOLDING

3G-118

CONSULT

3H-110

TELE

3H-123

ELEC

3H-122

OFFICE

3H-124

CORRIDOR

C3-65

TEMP EXAM

3G-100

TOILET

3G-101A

HSKP

3G-102

OFFICE

3H-118

EQUIP STOR

3J-141

SUPPLY

3J-141A

CATH LAB 3

3J-143

SCRUB

3H-104

CATH LAB 2

3H-105

CONTROL

3H-105C

SUPPLY

3H-105B

2b

2a

2a

2aSTERILE SUPPLY 3J-108

STORAGE

3J-137

3G-103

3G-104

3G-105

3G-106

TOILET

3G-107

3G-108

HOLDING

3G-109

3G-111

HOLDING

3G-112

NURSE STATION

3G-1133G-114

HOLDING

3G-115

HOLDING

3G-116

HOLDING

3G-117

3G-123

3G-124

SUPPLY

3G-101

LOCKER

3G-104C

TOILET

3G-104A

LOCKER

3G-104B

HALL

C3-161

SOILED

3G-110A

SOILED

3G-109A

HALL

C3-164

HALL

C3-171

HOLDING

3G-110

CORRIDOR

C3-160

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 A

GUIDE AND SHALL NOT BE INTERPRETED AS A RIGID METHOD OR SCHEDULE OF

CONSTRUCTION. CONTRACTOR SHALL SUBMIT A PHASING SCHEDULE AND

PLAN FOR APPROVAL BY THE OWNER AND ARCHITECT, BASED UPON THE

AVAILABILITY OF MATERIALS AND MEANS OF CONSTRUCTION. PHASING

SCHEDULE AND PLAN SHALL INDICATE LOCATIONS FOR ALL PROPOSED

CONSTRUCTION BARRIERS.

OWNER INTENDS TO OCCUPY ADJACENT AREAS DURING CONSTRUCTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING

SAFE ACCESS AND EGRESS IN COMPLIANCE WITH ALL APPLICABLE CODES

AND REGULATIONS.

CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND

NATIONAL CODES. MAINTAIN ALL EGRESS AND FIRE RATING REQUIREMENTS

THROUGHOUT THE DEMOLITION / CONSTRUCTION PROCESS. PROVIDE

TEMPORARY FIRE PROTECTION SYSTEMS REQUIRED BY THE AUTHORITIES

HAVING JURISDICTION AND THE FACILITY ESTABLISHED FIRE PROTECTION / LIFE

SAFETY POLICIES.

CONTRACTOR SHALL CONSTRUCT TEMPORARY CONSTRUCTION BARRIERS AND

ENCLOSURES TO SEPARATE CONSTRUCTION AREA FROM OCCUPIED SPACE.

CONSTRUCTION BARRIERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH

NFPA 241. AS CONSTRUCTION PROGRESSES AND FIELD ADJUSTMENTS ARE

REQUIRED TO PREVIOUSLY APPROVED PHASING SCHEDULE AND PLAN A NEW

SCHEDULE AND PLAN SHALL BE REVIEWED AND APPROVED BY OWNER PRIOR

TO PROCEEDING PROCEEDING TO NEXT PHASE.

CONSTRUCTION BARRIERS SHALL NOT REDUCE THE WIDTH OF CORRIDORS TO

LESS THAN 60". WHERE INSTALLATION OF NEW FINISHES REQUIRES

ADDITIONAL RESTRICTIONS OF CORRIDOR WIDTH, WORK SHALL OCCUR AFTER

NORMAL HOURS OF OPERATION AND/OR IN PHASES. REFER TO GENERAL

CONDITIONS FOR ADDITIONAL INFORMATION. COORDINATE WITH OWNER PRIOR

TO START OF WORK.

CONTRACTOR TO ALLOW THE VA TWO WEEKS BETWEEN PHASES 2a AND 2b TO

MOVE EQUIPMENT FROM 3H-101 INTO 3H-105A.

PHASING PLAN LEGEND

2a 2b

AREA NOT IN SCOPE OF WORK

AREA OF CONSTRUCTION TO BE COMPLETED

DURING NON-BUSINESS HOURS (8 PM TO 5 AM) AND WEEKENDS

AREA OF CONSTRUCTION TO BE COMPLETED

ON WEEKEND DURING NON-BUSINESS HOURS

PHASE 2a

CATH LAB 2 AND ASSOCIATED SUPPORT SPACES

(ALLOW TWO WEEKS BETWEEN PHASES FOR VA EQUIPMENT MOVE)

PHASE 2b

EXAM 3H-100A

on e-eig hth in ch o ne fo ot on e-qu ar ter in ch o ne fo ot thr ee

-e igh ths in ch o ne fo ot on e-ha lf i nc h o ne fo ot thr ee

-q ua rte r in ch o ne fo ot inc h on e inc h o ne fo ot on e a nd on e-ha lf i nc h o ne fo ot thr ee in ch es o ne fo ot

REVISIONS DATE

GE

NE

R A L

NO

TE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

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

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY

REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:

Office of Facilities

Management Drawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3

(PHASE 2: CATH LAB 2)

TRUE NORTH

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

LHB: 150499

VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C :\U se rs

\n rp ot ra

\D oc um en ts \1

M

VA

M

C C at hL ab U pg ra de A

_n rp ot ra .rv t 1/

/2

:0

6:

A M

DAM/NRP NRP

1331 - GI2.23

PHASING PLAN

V.A. MEDICAL CENTER

ONE VETERANS DRIVE

MINNEAPOLIS, 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

F

F

DEMOLITION PLAN GENERAL NOTES

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

DEMOLITION PLAN KEYED NOTES-

ALL MAJOR NOISE PRODUCING ACTIVITIES SHALL BE ACCOMPLISHED BETWEEN THE HOURS

OF 5:00 PM AND 7:00 AM.

ALL CORRIDOR CONSTRUCTION ACTIVITIES SHALL BE ACCOMPLISHED BETWEEN THE HOURS

OF 4:00 PM AND 5:00 AM. REFER TO SHEET AS2.23 FOR ADDITIONAL CORRIDOR CONSTRUCTION

REQUIREMENTS.

DRAWINGS SHOWING EXISTING CONSTRUCTION AND UTILIIES ARE BASED ON CASUAL FIELD

OBSERVATION AND EXISTING RECORD DOCUMENTS ONLY. VERIFY THAT CONSTRUCTION AND

UTILITY ARRANGEMENTS ARE AS SHOWN. REPORT DISCREPANCIES TO OWNER AND

ARCHITECT BEFORE DISTURBING EXISTING INSTALLATION. BEGINNING OF DEMOLITION WORK

CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS THAT WOULD BE APPARENT UPON

EXAMINATION PRIOR TO STARTING DEMOLITION.

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR RESPECTIVE DEMOLITION ITEMS.

REMOVE EXISTING PARTITIONS, MILLWORK, EQUIPMENT, FIXTURES, ETC SHOWN ON PLAN WITH

DASHED LINES. REMOVE PARTITIONS OVER DOORS AND FRAMES TO STRUCTURE ABOVE

UNLESS NOTED OTHERWISE. REMOVE MATERIALS AS DEMOLITION PROGRESSES AND

DISPOSE OF DEMOLITION MATERIALS CONSISTENT WITH OWNER'S INFECTION CONTROL POLICY

AND ICRA. THE V.A. RESERVES RIGHT OF FIRST REFUSAL OF ALL ITEMS SCHEDULED TO BE

REMOVED.

REMOVE ANY AND ALL GENERAL, MECHANICAL, AND ELECTRICAL MATERIALS NOT

NECESSARILY 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 OWNER

IMMEDIATELY. REMOVAL OF HAZARDOUS MATERIALS TO BE PERFORMED BY LICENSED

CONTRACTOR ONLY.

MAINTAIN ALL EGRESS AND FIRE RATING REQUIREMENTS THROUGHOUT THE DEMOLITION /

CONSTRUCTION PROCESS. PROVIDE TEMPORARY FIRE PROTECTION SYSTEMS REQUIRED BY

THE V.A. MEDICAL CENTER; SMOKE AND FIRE DETECTORS, EITHER TEMPORARY OR

PERMANENT, SHALL BE MAINTAINED DURING CONSTRUCTION.

K.

L.

M.

N.

O.

P.

Q.

R.

S.

T.

DURING THE DEMOLITION / CONSTRUCTION PROCESS, THERE MAY BE INSTANCES WHERE

THE REMOVAL OR INSTALLATION OF A FIXTURE, DUCT, CONDUIT OR OTHER PIECE OF

EQUIPMENT RESULTS IN THE DAMAGE OR MODIFICATION TO AN EXISTING FIRE RATED

ASSEMBLY OR FIRE PROOFING MATERIAL. CONTRACTOR SHALL REPAIR OR SEAL FIRE

RATED ASSEMBLY OR FIRE PROOFING MATERIAL IN ACCORDANCE WITH APPLICABLE

CODES FOR THE NECESSARY RATING PROTECTION REQUIRED.

MAINTAIN NEGATIVE AIR PRESSURE IN CONSTRUCTION AREAS AND FILTER RETURN AIR

THROUGH CLEAN AIR MACHINES PROVIDED BY CONTRACTOR. CONTRACTOR SHALL BE

RESPONSIBLE FOR MAINTAINING CLEAN AIR MACHINES AND CHANGING FILTERS. PROVIDE

MONITORING 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 ITEMS

SCHEDULED TO BE SALVAGED FOR RELOCATION. ALL SALVAGED ITEMS INTENDED FOR

REUSE SHALL BE CLEANED.

REMOVE ALL CORNER GUARDS AND HANDRAILS IN CORRIDOR AREAS SCHEDULED TO

RECEIVE NEW FINISHES, SALVAGE FOR REINSTALLATION.

IN EXISTING SPACES NOT DIRECTLY WITHIN SCOPE OF WORK, REMOVE EXISTING

ACOUSTICAL CEILING TILE AND GRID AS REQUIRED TO ACCOMPLISH MECHANICAL AND

ELECTRICAL WORK ABOVE CEILING. REVIEW MECHANICAL AND ELECTRICAL DRAWINGS TO

DETERMINE EXTENT OF REMOVAL REQUIRED. REINSTALL CEILING AND RETURN TO

EXISTING CONDITION UPON COMPLETION OF WORK ABOVE CEILING.

MAINTAIN EXISTING ACTIVE SYSTEMS THAT ARE TO REMAIN IN OPERATION; MAINTAIN

ACCESS TO EQUIPMENT AND OPERATIONAL COMPONENTS. REFER TO VA MEDICAL

CENTER'S POLICIES REGARDING LIMITATIONS ON OUTAGES AND REQUIRED

NOTIFICATIONS.

REMOVE ABANDONED PIPE, DUCTS, CONDUITS, AND EQUIPMENT, INCLUDING THOSE

ABOVE 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 ON

DRAWINGS AND SPECIFICATIONS.

CEILING DEMOLITION PLAN KEYED NOTES-

X W

V

PRIMARY PROJECT AREA

2 2

10 10

10 11

11 11

10 11 15

4848 49 49

19 1920

43 43

42 42 43

43 43 43

3 31 31

34 23

50 50

505050505050

23 24

20 20 20

29 29

21 21

36 22

37 37 37

51 51

15 15 15

15 15

12 13

X W

V

PRIMARY PROJECT AREA

1 6 6

6 1

1 1

1 1

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

5 5

5 5 5 5

OFFICE

3J-101

SCRUB

3J-102

SOILED

3J-106

CORRIDOR

C3-173

CORRIDOR

C3-68

CATH LAB 2

3H-105

SCRUB

3H-102A

CONTROL

3H-102

SUPPLY

3H-103

EQUIPMENT

3H-104

LOBBY

3H-109

CORRIDOR

C3-66

HALL

3H-100

BIOMED

3H-101

OFFICE

3H-100A

OFFICE

3H-100B

ELEV

E

SHAFT

3S-6

HOLDING

3G-122

HOLDING

3G-121

HOLDING

3G-120

OFFICE

3H-100C

OFFICE

3J-101

SCRUB

3J-102

SOILED

3J-106

CORRIDOR

C3-173

CORRIDOR

C3-68

CATH LAB 2

3H-105

SCRUB

3H-102A

CONTROL

3H-102

SUPPLY

3H-103

EQUIPMENT

3H-104

LOBBY

3H-109

CORRIDOR

C3-66

HALL

3H-100

BIOMED

3H-101

OFFICE

3H-100A

OFFICE

3H-100B

ELEV

E

SHAFT

3S-6

HOLDING

3G-122

HOLDING

3G-121

HOLDING

3G-120

OFFICE

3H-100C on e-eig hth in ch o ne fo ot on e-qu ar ter in ch o ne fo ot thr ee

-e igh ths in ch o ne fo ot on e-ha lf i nc h o ne fo ot thr ee

-q ua rte r in ch o ne fo ot inc h on e inc h o ne fo ot on e a nd on e-ha lf i nc h o ne fo ot thr ee in ch es o ne fo ot

REVISIONS DATE

GE

NE

R A L

NO

TE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

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

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY

REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:

Office of Facilities

Management Drawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3

(PHASE 2: CATH LAB 2)

TRUE NORTH

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

LHB: 150499

VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C :\U se rs

\n rp ot ra

\D oc um en ts \1

M

VA

M

C C at hL ab U pg ra de A

_n rp ot ra .rv t 1/

/2

:0

3:

A M

DAM/NRP NRP

1331 - AD1.23

LEVEL 3 DEMOLITION PLANS

V.A. MEDICAL CENTER

ONE VETERANS DRIVE

MINNEAPOLIS, 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 AS

REQUIRED 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 TO

FLOOR PLAN FOR ADDITIONAL INFORMATION.

50 EXISTING EQUIPMENT TO BE REMOVED BY VENDOR; PATCH CONCRETE FLOOR

ASSOCIATED WITH REMOVAL OF RACEWAYS TO VENDOR EQUIPMENT; REFER TO

REFLECTED CEILING DEMOLITION PLAN FOR ADDITIONAL VENDOR EQUIPMENT REMOVAL

REQUIREMENTS.

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 NEW

FINISHES.

33 EXISTING HANDRAIL TO REMAIN; REMOVE AND REINSTALL FOR INSTALLATION OF NEW

WALL 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 ADDITIONAL

INFORMATION.

37 REMOVE EXISTING RECESSED ELECTRICAL GUTTER RACEWAY; REFER TO ELECTRICAL

FOR ADDITIONAL INFORMATION.

38 REMOVE EXISTING ELECTRICAL CHASE, TYPICAL; REFER TO ELECTRICAL FOR ADDITIONAL

INFORMATION.

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

40 EXISTING MECHANICAL EQUIPMENT; REFER TO MECHANICAL AND ELECTRICAL FOR SCOPE

OF 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 BE

REMOVED BY V.A.

15 REMOVE EXISTING WALL FINISHES AND GYPSUM BOARD ON EXISTING PARTITIONS TO

REMAIN.

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 WITH

REMOVAL; REFER TO FLOOR PLAN, MECHANICAL, AND ELECTRICAL FOR ADDITIONAL

INFORMATION.

28 REMOVE EXISTING SERVICE PEDESTAL; REFER TO FLOOR PLAN, MECHANICAL, AND

ELECTRICAL 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 FRAMING

TO REMAIN.

5 REMOVE EXISTING 1/16" LEAD SHIELDING INDICATED BY DASHED LINE; LEAD SHIELDING IS

ASSUMED 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 AND

FINISH PLANS AND SCHEDULES FOR FLOOR PREP.

10 REMOVE EXISTING FLOORING; REFER TO FLOOR AND FINISH PLANS AND SCHEDULES FOR

FLOOR PREP.

11 REMOVE EXISTING BASE FINISHES.

12 REMOVE EXISTING BASE FINISHES AND FLOORING; REFER TO FINISH PLAN AND SCHEDULE

FOR EXTENT OF NEW BASE AND FLOOR FINISHES REQUIRING EXISTING FLOOR AN BASE

REMOVAL.

13 REMOVE EXISTING WALLCOVERING; REFER TO FINISH PLAN AND SCHEDULE FOR EXTENT

OF 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 THE

INTERSTITIAL SPACE; UNISTRUT SYSTEM SUPPORTED BY THREADED RODS ANCHORED TO

UNISTRUT ATTACHED TO INTERSTITIAL FLOOR STRUCTURE; REFER TO STRUCTURAL

DRAWINGS, STRUCTURAL SPECIFICATIONS, AND EXISTING INFORMATION IN PROJECT

MANUAL.

4 REFER TO MECHANICAL DRAWINGS FOR MECHANICAL REMOVALS.

5 REFER TO ELECTRICAL FOR LIGHT FIXTURE REMOVALS; REFER TO REFLECTED CEILING

PLAN FOR INTERSTITIAL FLOOR PATCHING REQUIREMENTS.

6 EXISTING ACOUSTICAL CEILING SYSTEM TO REMAIN.

7 EXISTING CEILING MOUNTED EQUIPMENT TO BE REMOVED BY VENDOR; PATCH

INTERSTITIAL DECK ASSOCIATED WITH REMOVAL OF RACEWAYS TO VENDOR EQUIPMENT;

REFER TO DEMOLITION PLAN FOR ADDITIONAL VENDOR EQUIPMENT REMOVAL

REQUIREMENTS.

8 REFER TO FINISH PLAN FOR ADDITIONAL CORRIDOR SCOPE OF WORK REQUIRING FLOOR,

BASE, AND WALL FINISH REMOVAL.

X W

V

S2

S2

S2

S2

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

VE

RI

F Y

9'

- 0

VE

RI

F Y

6"

PRIMARY PROJECT AREA

3 3

X W

V

PRIMARY PROJECT AREA

SE

E

ST

RU

CT

UR

AL

SE

E

ST

RU

CT

UR

AL

4 4

INTERSTITIAL GENERAL NOTES

A.

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 AND

7:00 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 CONDUIT

AND RACEWAYS SERVING EQUIPMENT REMOVED BY VENDOR.

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

PRIOR TO SUBSTANTIAL COMPLETION, THE INTERSTITIAL SPACE DIRECTLY ABOVE THE ENTIRE PROJECT AREA SHALL BE VACUUMED TO REMOVE CONSTRUCTION DUST AND DEBRIS, INCLUDING FLOOR AND DUCT

SURFACES, PIPING, ETC.

INTERSTITIAL DEMOLITION KEYED NOTES INTERSTITIAL PLAN KEYED NOTES-

/3 AD2.23

B.O. STEEL

10' - 0" A.F.F.

1 1 /4"

3 1

/2"

W6x9 BEAM

3-1/2" GYPSUM CONCRETE

BAR JOIST SUBPURLIN AT 24"± O.C.

WELDED WIRE MESH

1"± RIGID INSULATION

SPRAY-APPLIED FIREPROOFING;

REPAIR/REPLACE AS REQUIRED

on e-eig hth in ch o ne fo ot on e-qu ar ter in ch o ne fo ot thr ee

-e igh ths in ch o ne fo ot on e-ha lf i nc h o ne fo ot thr ee

-q ua rte r in ch o ne fo ot inc h on e inc h o ne fo ot on e a nd on e-ha lf i nc h o ne fo ot thr ee in ch es o ne fo ot

REVISIONS DATE

GE

NE

R A L

NO

TE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

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

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Date Checked Drawn

DRAWING NO.

Building Number

Project No.

Drawing Title Project Title

Location

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS

PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY

REGISTERED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA.

REGISTRATION NUMBER:

Office of Facilities

Management Drawing Scale

Approved: Service DirectorPlot Scale

UPGRADE CATH LABS 2 & 3

(PHASE 2: CATH LAB 2)

TRUE NORTH

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

LHB: 150499

VA: 618-CSI-146

DATE:

01/19/2018

As indicated

C :\U se rs

\n rp ot ra

\D oc um en ts \1

M

VA

M

C C at hL ab U pg ra de A

_n rp ot ra .rv t 1/

/2

:0

3:

A M

DAM/NRP NRP

1331 - AD2.23

LEVEL 3 INTERSTITIAL DEMOLITION

AND FLOOR PLANS

V.A. MEDICAL CENTER

ONE VETERANS DRIVE

MINNEAPOLIS, 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 DETAIL

AND STRUCTURAL FOR ADDITIONAL INFORMATION.

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

INFORMATION.

3 CONTRACTOR'S OPTION: PROVIDE A TEMPORARY 1-HOUR CONSTRUCTION BARRIER OR

CONSTRUCT THE PERMANENT 2-HOUR ENCLOSURE PRIOR TO REMOVAL OF INTERSTITIAL

DECK; TEMPORARY ENCLOSURE OPTION REQUIRES ENCLOSURE TO BE MAINTAINED

UNTIL INTERSTITIAL DECK REMOVAL IS COMPLETE.

4 APPROXIMATE LOCATIONS OF EXISTING INTERSTITIAL BAR JOIST SUBPULINS SHOWN

DASHED.

5 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR WORK OUTSIDE OF THE

ARCHITECTURAL PROJECT AREA.

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

PENETRATIONS.

2 CENTERLINE OF EXISTING W6x9 INSTERSTITIAL BEAM.

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

BELOW.

4 24" W x36" H 90-MINUTE RATED GASKETED ACCESS PANEL FOR DAMPER ACCESS AND

MAINTENANCE; PROVIDE 6-PIN BEST "J" OR "K" KEYWAY LOCK CYLINDER, REFER TO

SPECIFICATIONS; VERIFY LOCATION WITH V.A.

5 24" W x24" H 90-MINUTE RATED GASKETED ACCESS PANEL FOR DAMPER ACCESS AND

MAINTENANCE; PROVIDE 6-PIN BEST "J" OR "K" KEYWAY LOCK CYLINDER, REFER TO

SPECIFICATIONS; VERIFY LOCATION WITH V.A.

6 REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR WORK OUTSIDE OF THE

ARCHITECTURAL PROJECT AREA.

7 FIREPROOF ALL EXPOSED INTERSTITIAL SUPPORT STRUCTURE INSIDE NEW ENCLOSURE.

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

F S

F S

F S

F S

F

SF

F S

S S

S S

X W

V

PRIMARY PROJECT AREA

AS4.21

AS4.22

AS4.2211

AS4.2218

AS4.22

1515 16 16

AS4.22

AS4.21

AS4.21

AS4.22

AS4.22

AS4.22

AS4.22

3H-104 3H-105

3H-105C

3H -1

B

3H -1

A

3H -1

A

3H -1

A

TYP.

14 14

3'

- 0

2'

- 3

9' - 0" 3' - 0"

VERIFY

19' - 1" 3' - 0"

2'

- 3

6"

VERIFY

16' - 2 1/2" 5' - 9"

4' - 0"

1'-0" MIN.

M3 A1

M3 A1

M3

M3 L1

M3 L1

M3 L1

MF3

MF3

M6 L1

M6 A1

M3 L1

M3 L1

M3 L1

MF3

MF3

MF3

7'

- 1

2'

- 2

VE

RI

F Y

1'

- 5

1/ 2"

0" 6'

- 6

2'

- 6

OFFICE

3J-101

SCRUB

3J-102

SOILED

3J-106

CORRIDOR

C3-173

CORRIDOR

C3-68

CONTROL

3H-105C

SUPPLY

3H-105B

SCRUB

3H-104

EQUIPMENT

3H-105A

LOBBY

3H-109

CORRIDOR

C3-66

HALL

3H-100

EXAM

3H-101

OFFICE

3H-100A

OFFICE

3H-100B

ELEV

E

SHAFT

3S-6

HOLD

3G-122

HOLDING

3G-121

HOLDING

3G-120

CATH LAB 2

3H-105

M3

M3 L1

MF3

L1

AB NS

CC

TR PX

MR

WC

RB

ASBPHB EKWMWMWM

SH

HW

GB

LN

PT

SU

US

PR

WR WR WR

WR

PR BM

IT

IT

IT

UP UC MA ME MP MB

IM

UB

VERIFY W/ EQUIPMENT VENDOR

13' - 0"

VE

RI

F Y W

/ E

QU

IP

ME

NT

V

E N

DO

R

0"

MF3

2'

- 6

MI

N.

1'

- 6

MF3

L1

M3 L1

6' - 7" 4' - 8"

MF3

9' - 2 1/2"

6 1 /4"

M3 L1

M3 L1

5"

7"

MF3

22 22

3H -1

PS

XT

BC SC

TM

CC

8' - 0"

3H-100

PA

M3 A1

X W

V

PRIMARY PROJECT AREA

6" 2'

- 0

3'

- 2

2'

- 2

2'

- 2

2'

- 2

2'

- 2

2'

- 2

2'

- 2

1'

- 2

4 5

TV

SP

8' - 0" AFF

GYP. BD.

8' - 0" AFF

AS5.21

AS5.21

TYP.

7' - 4" AFF

GYP. BD.

AS5.21

7' - 0" AFF

GYP. BD.

8' - 6" AFF

8' - 6" AFF

GYP. BD.

9' - 6 3/16" AFF

9' - 6 3/16" AFF

OFFICE

3J-101

SCRUB

3J-102

SOILED

3J-106

CORRIDOR

C3-173

CORRIDOR

C3-68

SUPPLY

3H-105B

SCRUB

3H-104

EQUIPMENT

3H-105A

LOBBY

3H-109

CORRIDOR

C3-66

HALL

3H-100

EXAM

3H-101 OFFICE

3H-100A

OFFICE

3H-100B

ELEV

E

SHAFT

3S-6

HOLD

3G-122

HOLDING

3G-121

HOLDING

3G-120

CATH LAB 2

3H-105

CONTROL

3H-105C

7' - 4" AFF

GYP. BD.

AS5.21

MV

NSAB

UB

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

2 1 5/1

6"

6"

4' - 0"

2'

- 6

3'

- 0

2'

- 0

6'

- 0

6'

- 0

6'

- 6

1'

- 8

1' - 0"

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

1'

- 2

4'

- 4

AC

EQ

EQ

EQ

EQ

EQ

EQ

6" 6"

6"

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

16 16

EQ EQ

EQ

EQ

8' - 0" AFF

8' - 0" AFF

AT.1

7' - 10" AFF

GYP. BD.

PAINT P.1

FLOOR / CEILING PLAN GENERAL NOTES

A.

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 AND

7:00 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 PLAN

REFER 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 CONDUIT

AND RACEWAYS SERVING EQUIPMENT REMOVED BY VENDOR.

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

OTHERWISE.

ALL SPRINKLERS, SPEAKERS, RECESSED LIGHTS, SMOKE DETECTORS, AND OTHER CEILING EQUIPMENT

SHALL 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 CEILING SYSTEMS TO REMAIN, REMOVE TILES AND GRID AS REQUIRED TO PERFORM NEW WORK. SALVAGE AND REINISTALL TILES WHEN WORK IS COMPLETE. INSTALL ACCESS PANELS IN GYPSUM BOARD CEILINGS AS REQUIRED TO PERFORM WORK. PAINT ACCESS PANELS TO MATCH ADJACENT SURFACE. REPAIR EXISTING CEILING SYSTEMS DISTURBED BY CONSTRUCTION. PROVIDE NEW FINISH TO MATCH EXISTING FINISH.

REFER TO PHILIPS VENDOR DRAWINGS FOR ADDITIONAL CONTRACTOR RESPONSIBILITIES FOR SITE

PREPARATION PRIOR TO EQUIPMENT INSTALLATION.

AS5.21

AS6.21

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

VV = V.A. FURNISHED / V.A. INSTALLED

EQUIPMENT SCHEDULEFLOOR PLAN KEYED NOTES REFLECTED CEILING PLAN KEYED NOTES-

EC =(EQUIPMENT) VENDOR FURNISHED / CONTRACTOR INSTALLED

EE = (EQUIPMENT) VENDOR FURNISHED / (EQUIPMENT) VENDOR INSTALLED

/3 AD2.23

/11 AS5.21

on e-eig hth in ch o ne fo ot on e-qu ar ter in ch o ne fo ot thr ee

-e igh ths in ch o ne fo ot on e-ha lf i nc h o ne fo ot thr ee

-q ua rte r in ch o ne fo ot inc h on e inc h o ne fo ot on e a nd on e-ha lf i nc h o ne fo ot thr ee in ch es o ne fo ot

REVISIONS DATE

GE

NE

R A L

NO

TE

S:

GENERAL CONTRACTOR AND/OR ALL SUBCONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS SHOWN ON THESE PLANS AND SHALL BE RESPONSIBLE FOR VARIATIONS BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD DIMENSIONS. WHERE VARIATIONS ARE FOUND TO OCCUR, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN WRITING PRIOR TO PROCEEDING WITH CONSTRUCTION; NO ADJUSTMENT TO

THE WORK WILL BE MADE WITHOUT THE PRIOR APPROVAL OF THE PROJECT ENGINEER.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR GENERAL DEMOLITION INCLUDING REMOVAL…