Attachment D.1 - 618-22-100_MPLS_PT_IFB_GENERAL_230404.pdf

on e-ei gh th in ch o ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in es ne fo ot

REVISIONS DATE

General Notes:

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

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

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

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

Drawing Number

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLANA/E:

TRIPLE C - The A/E Group

Mat Perkins

(520) 481-8548

A

B D

E F

G

H

J

K

L

M

C

LINE INDICATES

PHASE 1 SCOPE AREA

STANDARD DETAILS APPLY TO TYPICAL CONSTRUCTION TYPES AND ASSEMBLIES. NOT ALL DETAILS MAY BE USED. CONTRACTOR SHALL

VERIFY ACTUAL CONDITIONS ON-SITE.

410 Grand Ave, Suite 201C Laramie, WY 82070

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04/03/2023 M.PERKINS K.MACAULAY

618-22-100

1390 - GI000

COVER SHEET

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATE FOR EXPANDED

POLYTRAUMA PROGRAMISSUED FOR BIDDING

ISSUED FOR BIDDING

04/03/2023

Contract No.

Solicit No.

618-22-100 RENOVATE FOR

EXPANDED POLYTRAUMA

PROGRAM - B70

VA Minneapolis Healthcare System

CONTRACTOR SCOPE OF WORK:

Contractor shall completely prepare project site for operations, including demolition and removal of existing site elements, and furnish labor and materials and perform work for the Minneapolis VA Medical Center Project 618-22-100, Renovate for Expanded Polytrauma Program Phase 1 as required by drawings and specifications.

Period of performance is projected to be five-hundred forty (540) calendar days.

The work will require the demolition of the interior of the existing 4H and 4K wards on the fourth floor of Building 70 as required by the drawings and specifications. The project entails the masterplanning for the renovation of wards 4H, 4J, 4K and 4L. Phase 1 includes the renovation of only wards 4H and 4K (with 4J and 4L to be constructed in separate, subsequent phases). The current 4H and 4K occupants will be relocating to other spaces within the hospital prior to the commencement of construction activities. The newly renovated 4H ward will consist of a large, centralized nursing station, med room, office spaces, staff locker and break spaces and an existing EHRM technology room. The newly renovated 4K ward will house the acute polytrauma patient rooms (11 private patient rooms with attached bathrooms and 1 bariatric room with capacity to surge to a dual occupancy room with attached bathroom) a satellite nurses's station, storage and support spaces, staff offices and work rooms, a large therapy gym and treatment spaces. This Phase 1 renovation also includes the replacement of the AHUs serving 4H and 4K.

Electrical, Telecommunications, and Security Work: Work includes all labor, material, equipment and supervision to perform new electrical, communications and security systems to the renovated spaces renovated as detailed by the construction drawings and specifications.

Provide access control for all the required doors, coordinate with the door hardware schedule for additional requirements. Provide new cameras, associated devices and equipment.

Mechanical, Plumbing and Fire Protection Work: Work includes all labor, material, equipment and supervision to perform the required Mechanical, Plumbing and Fire Protection construction work on this project including provide materials and construction equipment as detailed by the construction drawings and specifications. All new mechanical systems shall be addressable and controllable via the existing Engineering Control Center (ECC) and HVAC Shop. The ECC system shall monitor space conditions and unit status and shall alarm the Facility Operations staff as detailed by the mechanical control drawings and specifications.

In addition to providing new mechanical systems to serve the renovated spaces, this project also requires reconfiguration of the existing building HVAC systems (duct, diffusers, grilles, bracing and supports) to maintain existing heating and cooling systems. Contractor is required to Test and Balance (TAB) new and existing HVAC systems per 23 05 93. This work requires preconstruction TAB readings to establish baseline performance for all existing HVAC systems to remain serving the Medical Bed space and adjacent clinical office space & corridor. Existing systems shall be rebalanced to preconstruction readings.

Contractor shall reconfigure fire protection piping and provide additional sprinkler heads to the existing building automatic sprinkler system as required. New Fire Protection systems shall be provided, and existing systems modified per the construction drawings and specifications.

Contractor shall reconfigure plumbing and medical gas piping and provide new piping, fixtures, valves, fittings, and devices as required by the construction drawings and specifications.

CO: Dean W. Flanders, USAF (Ret), MPA Branch Chief, Construction Team 1 Department of Veterans Affairs Network 23 Contracting Office (NCO 23) 316 Robert Street North, Room 406 Saint Paul, MN 55101

M-F 0630-1500 CST

320-469-6583 (W) Dean.Flanders@va.gov

COR: Nathan Estrem, P.E.

Projects Section Chief Facilities Engineering Minneapolis VAMC Mobile Phone: 612-946-4254 External Direct Dial: 612-467-5523 Internal Dial: 315523

VA LOCATION MAP - NOT TO SCALE

VA VICINITY MAP - NOT TO SCALE

All new and existing systems within the Scope of Work shall be commissioned (or recommissioned) for per Specification 01 91 00.

Inspections: Comprehensive 3rd party inspections, testing and written reports for all Divisions are required and paid by the General Contractor. Contractor shall employ third party inspection consultants to perform all inspections required by this contract.

Contractor shall appoint a third-party individual, company, or firm to act as the Commissioning Agent. The Commissioning Agent is the designated person, company, or entity that plans, schedules, and coordinates the commissioning team to implement the commissioning process.

Identify complete bids associated with the CLINs (Contract Line Item Number) as follows:

CLIN 01: All work associated with the 4H and 4K Ward Renovation. 18 month Period of Performance.

CLIN 02: All work associated with Alternate 1. Alternate 1 removes 30 days from the Period of Performance.

CLIN 03: All work associated with Alternate 2. Alternate 2 removes 30 days from the Period of Performance.

CLIN 04: All work associated with Alternate 3. Alternate 3 removes 60 days from the Period of Performance.

The expected construction period duration for each building includes all pre-construction activity and post-construction testing, third-party inspections and commissioning. Contractor shall submit a comprehensive schedule of work in compliance with 01 32 16.15 PROJECT SCHEDULES (SMALL PROJECTS DESIGN/BID/BUILD). Contractor to perform Commissioning of all new systems and existing systems impacted by the project according to requirements in sections:

01 91 00 – GENERAL COMMISSIONING REQUIREMENTS; 21 08 00 – COMMISSIONING OF FIRE SUPPRESSION SYSTEMS, 22 08 00 – COMMISSIONING OF PLUMBING SYSTEMS, 23 08 00 – COMMISSIONING OF HVAC SYSTEMS; 26 08 00 – COMMISSIONING OF ELECTRICAL SYSTEMS; 27 08 00 – COMMISSIONING OF COMMUNICATIONS SYSTEMS, 28 08 00 – COMMISSIONING OF ELECTRONIC SAFETY AND SECURITY SYSTEMS and 33 08 00 –COMMISSIONING OF SITE UTILITY SYSTEMS. A detailed commissioning plan is required to ensure that all devices are calibrated, programmed, and all graphic displays are accurate and approved by applicable VA staff.

Accessibility: The design shall be constructed to ensure access to the handicapped and disabled. All facilities which are open to the public, to limited segments of the public, visited by the public in the conduct of normal business, or those which hire or have the capacity to hire civilian personnel, shall be designed and constructed to be accessible to the handicapped. Design and construction must comply with HYPERLINK https://www.access-board.gov/aba/ Architectural Barriers Act Accessibility Standard (ABAAS) for Federal Facilities and HYPERLINK https://www.cfm.va.gov/til/etc/dsBarrFree.pdf PG-18-13 VA Barrier Free Design Standard, whichever is most stringent.

Infection Control: The construction shall clearly define and meet “Infection Control Barrier” criteria. The construction shall be in accordance with the AIA Guidelines or Design and Construction of Hospital and Health Care Facilities and address; the impact of demolition, renovation including walls and ceiling, electrical, mechanical, equipment and equipment support installation, and new construction.

HIPAA: The design shall accommodate compliance with current HIPAA requirements.

TRIPLE C TEAM:

MAT PERKINS, PM

mat.perkins@triplecaeg.com

HEATHER GARDINER, DEPT. PM

heather.gardiner@triplecaeg.com

KATE MACAULAY, SENIOR INTERIOR DESIGNER

kate.macaulay@triplecaeg.com

SHANNON POLLARD MADEN, PROJECT ARCHITECT

caleb.lowery@triplecaeg.com

KEVIN LUKE, MECHANICAL ENGINEER

kevin.luke@triplecaeg.com

- DRAWING INDEX -

SHEET

NUMBER SHEET NAME

INCLUDED

IN 35% SD

INCLUDED

IN 65% DD

INCLUDED

IN 95%CD

INCLUDED

IN 100%

M-801 MECHANICAL CONTROL SYMBOL LEGEND AND

ABBREVIATIONS

Yes Yes Yes Yes

M-802 MECHANICAL CONTROL DIAGRAMS Yes Yes Yes Yes

M-803 MECHANICAL CONTROL DIAGRAMS Yes Yes Yes Yes

M-804 MECHANICAL CONTROL DIAGRAMS Yes Yes Yes Yes

M-805 MECHANICAL POINTS SCHEDULE Yes Yes Yes Yes

M-901 MECHANICAL CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

M-902 MECHANICAL CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

M-903 MECHANICAL CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

ELECTRICAL

E-001 ELECTRICAL ABBREVIATIONS AND SYMBOLS Yes Yes Yes Yes

EDL104 ELECTRICAL DEMO LIGHTING RCP - FOURTH LEVEL -

AREA 4H&4K

Yes Yes Yes Yes

EDP104 ELECTRICAL DEMO POWER PLANS- FOURTH LEVEL -

4H&4K

Yes Yes Yes Yes

EDP104i ELECTRICAL DEMO POWER PLAN - FOURTH LEVEL

INTERSTITIAL - AREA 4H & 4K

Yes Yes Yes Yes

EL104 ELECTRICAL LIGHTING RCP - FOURTH LEVEL - AREA

4H&4K

Yes Yes Yes Yes

EP103 ELECTRICAL POWER PLANS - THIRD LEVEL - AREA 3K Yes Yes Yes Yes

EP104 ELECTRICAL POWER PLANS - FOURTH LEVEL - AREA

4H&4K

Yes Yes Yes Yes

EP104i ELECTRICAL POWER PLANS - FOURTH LEVEL - AREA

4H&4K INTERSTITIAL

Yes Yes Yes Yes

EP400 ELECTRICAL ENLARGED PLANS Yes Yes Yes Yes

E-501 ELECTRICAL DETAILS Yes Yes Yes Yes

E-601 ELECTRICAL ONE-LINE DIAGRAM DEMO - FOURTH LEVEL -

AREA 4H&4K

Yes Yes Yes Yes

E-602 ELECTRICAL ONE-LINE DIAGRAMS NEW - FOURTH LEVEL -

AREA 4H&4K

Yes Yes Yes Yes

E-603 ELECTRICAL DIAGRAMS Yes Yes Yes Yes

E-701 ELECTRICAL PANEL SCHEDULES - EXISTING Yes Yes Yes Yes

E-702 ELECTRICAL PANEL SCHEDULES - EXISTING Yes Yes Yes Yes

E-703 ELECTRICAL PANEL SCHEDULES - NEW Yes Yes Yes Yes

E-704 ELECTRICAL PANEL SCHEDULES - NEW Yes Yes Yes Yes

E-705 ELECTRICAL PANEL SCHEDULES - NEW Yes Yes Yes Yes

E-901 ELECTRICAL CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

E-902 ELECTRICAL CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

E-903 ELECTRICAL CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

E-904 ELECTRICAL CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

E-905 ELECTRICAL CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

E-906 ELECTRICAL CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

TELECOMMUNICATION

T-001 TELECOMMUNICATION ABBREVIATIONS AND SYMBOLS Yes Yes Yes Yes

TD104 TELECOMMUNICATIONS DEMO PLANS- FOURTH LEVEL -

4H&4K

Yes Yes Yes Yes

TD104i TELECOMMUNICATION DEMO PLANS - FOURTH LEVEL

INTERSTITIAL - AREA 4H&4K

Yes Yes Yes Yes

TY104 SECURITY PLANS - FOURTH LEVEL - AREA 4H&4K Yes Yes Yes Yes

T-104 TELELCOMMUNICATIONS PLANS - FOURTH LEVEL - AREA

4H&4K

Yes Yes Yes Yes

T-104i TELECOMMUNICATION PLANS - FOURTH LEVEL

INTERSTITIAL - AREA 4H&4K

Yes Yes Yes Yes

T-400 TELECOMMUNICATIONS ENLARGED PLANS Yes Yes Yes Yes

T-501 TELECOMMUNICATION DETAILS Yes Yes Yes Yes

T-601 TELECOMMUNICATIONS RISER DIAGRAMS Yes Yes Yes Yes

T-901 TELECOMMUNICATION CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

T-902 TELECOMMUNICATION CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

T-903 TELECOMMUNICATION CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

T-904 TELECOMMUNICATION CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

Grand total: 139

- DRAWING INDEX -

SHEET

NUMBER SHEET NAME

INCLUDED

IN 35% SD

INCLUDED

IN 65% DD

INCLUDED

IN 95%CD

INCLUDED

IN 100%

GENERAL

GI000 COVER SHEET Yes Yes Yes Yes

GI050 GENERAL NOTES Yes Yes Yes Yes

GI100 ARCHITECTURAL 4TH FLOOR EXISTING CONDITIONS PLAN No No Yes Yes

GI104 LIFE SAFETY PLAN - LEVEL 4 - PHASE 1 Yes Yes Yes Yes

GI200 ARCHITECTURAL SITE PLAN - 4K Yes

GI204 PHASING PLAN - LEVEL 4 - PHASE 1 Yes Yes Yes

GI304 ICRA, INTERIM LIFE SAFETY & PHASING PLAN - LEVEL 4 -

PHASE 1

No Yes Yes Yes

GI314 ICRA, INTERIM LIFE SAFETY & PHASING PLAN - LEVEL 4 -

PHASE 1

Yes Yes Yes

ARCHITECTURAL

A-001 SYMBOLS & GENERAL NOTES Yes Yes Yes Yes

A-002 ARCHITECTURAL ROOM PROGRAM PLAN - OVERALL

MASTERPLAN

Yes Yes Yes Yes

A-003 ARCHITECTURAL ROOM PROGRAM PLAN - PHASE 1

RENOVATION

Yes Yes Yes Yes

AD104 ARCHITECTURAL DEMOLITION PLAN - LEVEL 4 - 4H/4K Yes Yes Yes Yes

AD124 ARCHITECTURAL DEMOLITION RCP- LEVEL 4 - 4H/4K Yes Yes Yes Yes

A-104 ARCHITECTURAL FLOOR PLAN - LEVEL 4 - 4H/4K NEW Yes Yes Yes Yes

A-124 ARCHITECTURAL DIMENSIONING PLAN - FOURTH FLOOR

4H/4K

No Yes Yes Yes

AC104 ARCHITECTURAL REFLECTED CEILING PLAN - LEVEL 4 -

4H/4K

Yes Yes Yes Yes

AC124 ARCHITECTURAL ENLARGED CEILING PLANS Yes

A-401 ARCHITECTURAL ENLARGED VIEWS - TYPICAL PATIENT

ROOM

Yes Yes Yes Yes

A-402 ARCHITECTURAL ENLARGED VIEWS - BARIATRIC PATIENT

ROOM

No Yes Yes Yes

A-403 ARCHITECTURAL ENLARGED VIEWS No Yes Yes Yes

A-404 ARCHITECTURAL ENLARGED VIEWS No Yes Yes Yes

A-405 ARCHITECTURAL ENLARGED VIEWS Yes Yes Yes

A-406 ARCHITECTURAL ENLARGED VIEWS Yes Yes

A-410 TYPICAL PATIENT CASEWORK DETAILS Yes Yes Yes

A-512 ARCHITECTURAL DETAILS No Yes Yes Yes

A-551 ARCHITECTURAL CEILING DETAILS No Yes Yes Yes

A-552 ARCHITECTURAL CASEWORK DETAILS No Yes Yes Yes

A-601 DOOR & WINDOW SCHEDULES Yes Yes Yes

A-610 SLIDING DOOR DETAILS Yes Yes Yes

A-720 STANDARD PARTITION TYPES Yes Yes Yes

A-721 PARTITION FRAMING DETAILS Yes Yes Yes

A-730 TYPICAL MOUNTING HEIGHTS Yes Yes Yes Yes

ARCHITECTURAL SIGNAGE

AW001 ARCHITECTURAL SIGNAGE ABBREVIATIONS, SYMBOLS,

GENERAL NOTES AND SCHEDULE

Yes Yes Yes Yes

AW104 ARCHITECTURALSIGNAGE PLAN - FOURTH FLOOR 4H/4K Yes Yes Yes Yes

INTERIORS

IN001 INTERIOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS &

FINISH BOARDS

Yes Yes Yes Yes

IN104 INTERIOR FLOOR FINISH PLAN - FOURTH FLOOR 4H/4K Yes Yes Yes Yes

IN124 INTERIOR WALL FINISH PLAN - FOURTH FLOOR 4H/4K Yes Yes Yes

IN501 DETAILS - INTERIOR FINISH Yes Yes Yes

IN601 INTERIOR FINISH LEGEND AND ROOM FINISH SCHEDULE Yes Yes Yes Yes

IN901 INTERIOR 3D CONCEPT IMAGES Yes Yes Yes Yes

EQUIPMENT

Q-104 INTERIOR EQUIPMENT & FURNITURE PLAN - OVERALL Yes Yes Yes

Q-401 INTERIOR EQUIPMENT & FURNITURE PLAN - ENLARGED

VIEW

Yes Yes Yes

Q-402 INTERIOR EQUIPMENT & FURNITURE PLAN - ENLARGED

VIEW

Yes Yes Yes

Q-601 EQUIPMENT SCHEDULE Yes Yes Yes

FIRE PROTECTION

FX001 FIRE PROTECTION ABBREVIATIONS, SYMBOLS, AND

DETAILS

Yes Yes Yes Yes

FXD104 FIRE PROTECTION DEMO PLANS - FOURTH LEVEL - AREA

4H&4K

Yes Yes Yes Yes

FXD104i FIRE PROTECTION DEMO PLANS - FOURTH LEVEL

INTERSTITIAL - AREA 4H&K

No No Yes Yes

FX104 FIRE PROTECTION PLANS - FOURTH LEVEL - AREA 4H&4K Yes Yes Yes Yes

FX501 FIRE PROTECTION DETAILS AND SCHEDULES Yes Yes Yes Yes

FX502 FIRE PROTECTION DETAILS AND SCHEDULES Yes Yes Yes Yes

FX901 FIRE PROTECTION CUTSHEETS & BASIS OF DESIGN Yes Yes Yes Yes

PLUMBING

P-001 PLUMBING LEGEND Yes Yes Yes Yes

PD103i PLUMBING PLANS - THIRD LEVEL INTERSTITIAL 3H&3K -

DEMO

No Yes Yes Yes

PD104 PLUMBING DEMO PLANS - FOURTH LEVEL - AREA 4H&4K Yes Yes Yes Yes

PD104i PLUMBING PLANS - FOURTH LEVEL INTERSTITIAL 4H&4K -

DEMO

No No Yes Yes

PGD104i PLUMBING MED GAS PLANS - FOURTH LEVEL

INTERSTITIAL - DEMO

No No Yes Yes

P-103i SANITARY PLANS - THIRD LEVEL INTERSTITIAL - AREA 3H&3K

No Yes Yes Yes

P-104 PLUMBING PLANS - FOURTH LEVEL - AREA 4H&4K Yes Yes Yes Yes

P-104i PLUMBING PLANS - FOURTH LEVEL INTERSTITIAL - NEW

VENT PIPING PLAN

No Yes Yes Yes

PP104i PLUMBING PLANS - FOURTH LEVEL INTERSTITIAL - NEW

DOMESTIC WATER PIPING PLAN

No No Yes Yes

PG104i MED GAS PLUMBING PLANS - FOURTH LEVEL

INTERSTITIAL

No Yes Yes Yes

P-501 PLUMBING DETAILS Yes Yes Yes Yes

P-601 PLUMBING ISOMETRIC PLAN - NORTH Yes

P-602 PLUMBING ISOMETRIC PLAN - SOUTH Yes

P-700 PLUMBING SCHEDULES No No No Yes

P-701 PLUMBING SCHEDULES Yes Yes Yes Yes

P-901 PLUMBING EQUIPMENT CUTSHEETS / BASIS OF DESIGN Yes Yes Yes Yes

P-902 PLUMBING EQUIPMENT CUTSHEETS / BASIS OF DESIGN Yes Yes Yes Yes

P-903 PLUMBING EQUIPMENT CUTSHEETS / BASIS OF DESIGN Yes Yes Yes Yes

P-904 PLUMBING EQUIPMENT CUTSHEETS / BASIS OF DESIGN Yes Yes Yes Yes

MECHANICAL

M-001 MECHANICAL ABBREVIATIONS AND SYMBOLS Yes Yes Yes Yes

MD104 MECHANICAL DEMO PLAN - FOURTH LEVEL - AREA 4H&4K Yes Yes Yes Yes

MD104i MECHANICAL DEMO PLANS - FOURTH LEVEL

INTERSTITIAL - AREA 4K

Yes Yes Yes Yes

M-104 MECHANICAL PLANS - FOURTH LEVEL - AREA 4H&4K Yes Yes Yes Yes

M-104i MECHANICAL PLANS - FOURTH LEVEL INTERSTITIAL -

AREA 4H&4K

Yes Yes Yes Yes

MPD103i MECHANICAL PIPING DEMOVPLAN - THIRD LEVEL

INTERSTITIAL - AREA 3K

Yes Yes Yes Yes

MPD104 MECHANICAL PIPING DEMO PLAN - FOURTH LEVEL - AREA

4H&4K

Yes Yes Yes Yes

MPD104i MECHANICAL PIPING DEMO PLAN - FOURTH LEVEL

INTERSTITIAL - AREA 4H&4K

Yes Yes Yes Yes

MP103i MECHANICAL PIPING PLAN - THIRD LEVEL INTERSTITIAL -

AREA 4H&4K

Yes Yes Yes Yes

MP104 MECHANICAL PIPING PLAN - FOURTH FLOOR - AREA

4H&4K

Yes Yes Yes Yes

MP104i MECHANICAL PIPING PLAN - FOURTH FLOOR

INTERSTITIAL - AREA 4H&4K

Yes Yes Yes Yes

M-400 ENLARGED MECHANICAL PLANS Yes

M-401 ENLARGED MECHANICAL PLANS Yes Yes Yes Yes

M-402 ENLARGED MECHANICAL PLANS Yes Yes Yes Yes

M-403 ENLARGED MECHANICAL PLANS No No Yes Yes

M-404 ENLARGED MECHANICAL PLANS Yes

M-501 MECHANICAL DETAILS Yes Yes Yes Yes

M-502 MECHANICAL DETAILS Yes Yes Yes Yes

M-503 MECHANICAL DETAILS Yes Yes Yes Yes

M-504 MECHANICAL DETAILS Yes Yes Yes Yes

M-505 MECHANICAL DETAILS Yes Yes Yes Yes

M-700 MECHANICAL SCHEDULES Yes Yes Yes Yes

M-701 MECHANICAL SCHEDULES Yes Yes Yes Yes

M-702 MECHANICAL SCHEDULES Yes Yes Yes Yes

MINNEAPOLIS

VA MEDICAL

CENTER

/03

/20 on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

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

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

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

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

Drawing Number

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLANA/E:

TRIPLE C - The A/E Group

Mat Perkins

(520) 481-8548

A

B D

E F

G

H

J

K

L

M

C

LINE INDICATES

PHASE 1 SCOPE AREA

STANDARD DETAILS APPLY TO TYPICAL CONSTRUCTION TYPES AND ASSEMBLIES. NOT ALL DETAILS MAY BE USED. CONTRACTOR SHALL

VERIFY ACTUAL CONDITIONS ON-SITE.

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04/03/2023 M.PERKINS K.MACAULAY

618-22-100

1390 - GI050

GENERAL NOTES

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATE FOR EXPANDED

POLYTRAUMA PROGRAMISSUED FOR BIDDING

1. STANDARDS: GENERAL PAINTING SPECIFICATIONS FOR

THIS PROJECT ARE DEFINED BY THE PROJECT MANUAL

AND ARE BASED ON THE MPI ARCHITECTURAL PAINTING

SPECIFICATION MANUAL FOR NEW WORK AND THE MPI

MAINTENANCE REPAINTING MANUAL FOR RENOVATION OR

REPAINTING WORK.

2. PAINTING WORK: INCLUDES TAPING, SURFACE

PREPARATION, CLEANING, DE-RUSTING, PRIMING, FIELD

PAINTING AND FINISHING AS REQUIRED BY STANDARD

PRACTICE, MANUFACTURER OR SPECIFICATION. REQUIRED

COATS OF PAINT OR STAIN ARE IN ADDITION TO SHOP

PRIMING, SURFACE TREATMENT AND FINISHING. THE WORK

ALSO INCLUDES PAINTING CLEANUP AND REMOVAL OF

OVERSPRAY, DRIPS AND SPLATTERS. THE SPECIFICATIONS

MAY REQUIRE OTHER TYPES OF PAINTING, INCLUDING, BUT

NOT LIMITED TO, FIELD APPLIED SPECIAL COATINGS AND

FACTORY PRIMING.

3. PROJECT PAINTING SCOPE: EXCEPT AS NOTED

OTHERWISE, CONTRACTOR IS TO FIELD PAINT INTERIOR

AND EXTERIOR EXPOSED ITEMS AND BUILDING SURFACES,

WHETHER OR NOT PREVIOUSLY PAINTED, AND ALL NEW

ITEMS AND SURFACES. THIS INCLUDES, BUT IS NOT LIMITED

TO, FACTORY-PRIMED ITEMS, GALVANIZED SHEET METAL

AND EXPOSED PIPING AND FITTINGS (INCLUDING IRON AND

PVC). EXTERIOR EXPOSED MASONRY AND CONCRETE

SHALL BE SEALED, UNLESS NOTED OTHERWISE OR NOT

RECOMMENDED BY MANUFACTURER. PAINTING SCOPE

ITEMS MAY BE FOUND IN FINISH SCHEDULES, DRAWINGS,

SPECIFICATIONS AND PAINTING GENERAL NOTES. THESE

SOURCES ARE COMPLEMENTARY, NOT MUTUALLY

EXCLUSIVE.

4. MECHANICAL AND ELECTRICAL PAINTING: INCLUDES FIELD

PAINTING OF INTERIOR AND EXTERIOR EXPOSED PIPES,

DUCTS, HANGERS, EXPOSED STEEL AND IRON WORK AND

PRIMED METAL SURFACES OF EQUIPMENT IN EXPOSED

AREAS INSTALLED UNDER MECHANICAL AND ELECTRICAL

WORK, EXCEPT AS OTHERWISE INDICATED. PAINTING OF

ELECTRICAL AND MECHANICAL WORK IN ELECTRICAL AND

MECHANICAL ROOMS IS NOT REQUIRED UNLESS NOTED

OTHERWISE IN THE PROJECT MANUAL. COLOR-CODING OF

PIPING FOR MECHANICAL AND PLUMBING WORK IS

COVERED IN THE MECHANICAL OR PLUMBING

SPECIFICATIONS.

5. APPLICATION: EACH COAT OF PAINT SHALL TERMINATE AT

AN EDGE, CORNER, CHANGE OF MATERIALS OR CHANGE

OF PAINT COLOR. COMPLETED PAINTING SHALL NOT

IMPEDE THE INTENDED OPERATION OF ANY ITEM, SUCH AS

WINDOWS, DRAWERS, HINGES, DOORS, ETC.

6. TOUCH-UP: SURFACES REQUIRING TOUCH-UP SHALL BE

REPAIRED AS REQUIRED. PAINT TEXTURE, GLOSS AND

COLOR SHALL MATCH EXISTING. IF TOTAL TOUCH-UP AREA

ON ONE SURFACE IS LARGER THAN 1 SQUARE FOOT, OF IF

TEXTURE, GLOSS AND COLOR CANNOT BE MATCHED, THE

ENTIRE SURFACE SHALL BE REPAINTED TO ENCLOSING

EDGES OR CORNERS.

7. DO NOT PAINT: UNLESS OTHERWISE INDICATED, DO NOT

PAINT ITEMS THAT ARE SPECIFIED FACTORY-FINISHED OR

INSTALLER-FINISHED. ALSO, UNLESS OTHERWISE

INDICATED, DO NOT PAINT SUCH ITEMS AS ACOUSTIC

MATERIALS, HARDWARE, PRE-FINISHED FIXTURES AND

EQUIPMENT, PRE-FINISHED MECHANICAL AND ELECTRICAL

EQUIPMENT, SWITCH AND OUTLET PLATES, THERMOSTATS,

LIGHTING FIXTURES, SWITCHGEAR, MOTORS,

DISTRIBUTION PANELS AND INTERIOR AND EXTERIOR

SIGNAGE. IF THERE IS A QUESTION WHETHER OR NOT TO

PAINT AN ITEM OR SURFACE, FOLLOW PROCEDURES

LISTED IN SECTION 01 26 13 REQUESTS FOR INFORMATION

(RFI).

8. EXPOSED FINISH METAL SURFACES: UNLESS OTHERWISE

INDICATED, DO NOT PAINT METAL SURFACES OF ANODIZED

ALUMINUM, STAINLESS STEEL, NICKEL, CHROMIUM PLATE,

COPPER, BRASS, BRONZE AND SIMILAR FINISHED

MATERIALS.

9. CONCEALED SURFACES: UNLESS OTHERWISE INDICATED,

DO NOT PAINT SURFACES SUCH AS WALLS AND CEILINGS

IN CONCEALED AND GENERALLY INACCESSIBLE AREAS,

INCLUDING FURRED AREAS, UTILITY TUNNELS, PIPE

SPACES, CHASES AND DUCT SHAFTS. WATERPROOF SEAL

CONCRETE IN PIPE SPACE.

10. OPERATING PARTS AND SENSING DEVICES: UNLESS

OTHERWISE INDICATED, DO NOT PAINT MOVING PARTS OF

OPERATING UNITS SUCH AS VALVES, DAMPER

OPERATORS, LINKAGES, MOTOR AND FAN SHAFTS, LIGHT

SENSING OR EMITTING DEVICES THAT MIGHT NOT

FUNCTION PROPERLY IF PAINTED.

11. CODE-REQUIRED LABELS: DO NOT PAINT OVER CODE-

REQUIRED LABELS.

12. ALL FLOORS ARE TO BE CLEANED AND SEALED AT

COMPLETION OF WORK. NO EPOXY PAINT.

13. ALL INTERIOR SURFACES, WALLS, FRAMES, ETC.,

REQUIRED TO HAVE NEW FINISHES APPLIED, SHALL HAVE

ALL EXISTING AND CONTRACTOR CAUSED HOLES, CRACKS,

AND OTHER IMPERFECTIONS FILLED WITH APPROVED

PATCHING MATERIAL. PATCH TO BE FINISHED FLUSH WITH

ADJACENT SURFACE, WITH TEXTURE TO MATCH TEXTURE

OF ADJACENT SURFACE. SEE SPECIFICATIONS FOR

PATCHING REQUIREMENTS.

14. PAINT EXPOSED TOP EDGE OF ALL TERRAZZO FLOOR BASE

TO MATCH WALL PAINT. CLEAN TERRAZZO FACE OF ANY

OLD PAINT.

15. PAINT EXISTING MECHANICAL HEATING UNIT COVER AND

ACCESSORIES, INCLUDING ALL SUPPORT BRACKETS.

PAINT THE HEATING WATER PIPING THAT IS EXPOSED TO

VIEW BELOW THE UNIT. PAINT ALL WALL SURFACES THAT

ARE VISIBLE BEHIND HEATING UNIT WHEN COVER IS IN

PLACE.

16. THE CONTRACTOR SHALL FIELD VERIFY EXISTING PAINT

MATERIALS AND FINISHES. APPLY THE APPROPRIATE

SEPARATION COAT (PRIMER/BONDING COAT) BETWEEN ALL

NON-COMPATIBLE COATINGS (I.E. WHERE NEW WATER-

BORNE ACRYLIC IS TO BE INSTALLED OVER EXISTING OIL

BASE PAINT).

GENERAL PAINTING NOTES:

1. THE PRIMARY OBJECT OF APPLYING SEALANT IS TO

FACILITATE WEATHER TIGHTNESS AT THE EXTERIOR

BUILDING ENVELOPE AND WATER TIGHTNESS AT INTERIOR

WET\DAMP LOCATIONS. PROPER PRIMING MUST BE USED

WITH SEALANTS.

2. THE PRIMARY OBJECT OF APPLYING CAULKING IS TO

ENHANCE APPEARANCE AND FINISH AT INTERIOR

APPLICATIONS AND IN SOME SITUATIONS TO REDUCE

AIRFLOW, SUCH AS AT DUCTS, INTERIOR SIDES OF THE

EXTERIOR ENVELOPE AND AT FIREWALL/SMOKE BARRIER

PENETRATIONS (FIRE CAULKING) AND TO DECREASE

SOUND TRANSMISSION THROUGH WALLS AND CEILINGS.

OTHER USES MAY BE NOTED IN THE SPECIFICATIONS

AND/OR ON THE DRAWINGS. IF THERE ARE QUESTIONS

ABOUT WHERE OR WHAT TYPE OF SEALANT OR CAULKING

SHOULD BE USED, FOLLOW PROCEDURES LISTED IN

SECTION 01 26 13 REQUESTS FOR INFORMATION (RFI).

3. SPECIFIED SEALANT (AND BACKER RODS, AS REQUIRED)

SHALL BE USED AT HORIZONTAL AND VERTICAL CONCRETE

JOINTS AND AS NOTED.

4. SPECIFIED SEALANT AND BACKER RODS, OR EXPANSION

JOINT MATERIAL, AS REQUIRED, SHALL BE USED AT

MASONRY AND CONCRETE CONTROL JOINTS.

5. APPLY SEALANT TAPE OR TWO CONTINUOUS BEADS OF

SEALANT BETWEEN PERIMETER SOLE PLATES AND

FOUNDATIONS, SLABS AND FLOOR DECKS. SET EXTERIOR

THRESHOLDS IN SEALANT UNLESS NOTED OTHERWISE.

6. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL

AROUND BOTH SIDES OF DOOR FRAMES.

7. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL

AROUND INTERIOR WALL MOUNTED EQUIPMENT FRAMES

AND EXPOSED SUPPORTS.

8. SPECIFIED SEALANT OR CAULK SHALL BE USED AT JOINTS

BETWEEN DIFFERENT WALL MATERIALS (TILE TO BRICK,

CMU TO GYPSUM BOARD, WOOD TO STONE, METAL PANEL

TO P-LAM, ETC).

9. USE SPECIFIED CAULK OR SEALANT AT WALL MATERIAL

GAPS OF 1/16TH INCH OR MORE.

10. SEAL ALL AROUND ATTACHMENTS TO, AND PENETRATIONS

THROUGH, FLOORS AND WALLS.

11. USE SPECIFIED SEALANT AROUND WALL, FLOOR AND

CEILING PIPE PENETRATIONS. WHERE ESCUTCHEONS ARE

SPECIFIED OR PROVIDED, SET THE ESCUTCHEONS IN A

BED OF SEALANT.

12. USE SPECIFIED CAULK OR SEALANT AROUND

PENETRATIONS IN EXTERIOR WALLS AND SOFFITS, SUCH

AS AT HOSE BIBS, FD CONNECTIONS, ELECTRIC SERVICE

ENTRIES, GAS PIPE ENTRIES, ELECTRIC OUTLETS,

LIGHTING, VENTS, ETC.

GENERAL SEALANT / CAULKING

NOTES:

1. THESE GENERAL NOTES APPLY TO ALL DRAWINGS.

2. COMPLY WITH ALL APPLICABLE CODES, RULES, AND

REGULATIONS. ALL WORK SHALL BE INSPECTED AND

APPROVED BY COR PRIOR TO FINAL ACCEPTANCE.

3. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE

VERIFIED BY THE CONTRACTOR(S) PRIOR TO FABRICATION

AND CONSTRUCTION. IF INCONSISTENCIES,

CONTRADICTIONS OR OMISSIONS ARE DISCOVERED

FOLLOW PROCEDURES LISTED IN SECTION 01 26 13

REQUESTS FOR INFORMATION (RFI).

4. GENERAL CONTRACTOR SHALL COORDINATE ALL

MECHANICAL AND ELECTRICAL DUCT SIZES AND

LOCATIONS.

5. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT

THE USE OF A KEY OR SPECIAL KNOWLEDGE. DELAYED

EGRESS HARDWARE TO BE USED AT EGRESS DOORS IN

ORDER TO MITIGATE RISK FOR WANDERING PATIENTS.

6. WALL OUTLETS, SWITCHES,THERMOSTATS, ETC. TO BE

INSTALLED LEVEL WITH EACH OTHER AND PLUMB.

7. THE WORK INDICATED IN THE NOTES DESCRIBES THE

GENERAL SCOPE OF WORK ONLY AND IS NOT INTENDED

TO BE INCLUSIVE OF ALL WORK REQUIRED TO COMPLETE

FULL SCOPE OF WORK.

8. DO NOT MEASURE DRAWINGS. ALL DIMENSIONS SHALL BE

FIELD VERIFIED. IF DIMENSIONAL INFORMATION IS

REQUIRED & NOT FOUND, FOLLOW PROCEDURES LISTED IN

SECTION 01 26 13 REQUESTS FOR INFORMATION (RFI).

9. FIELD VERIFICATION: BEFORE BIDDING AND DURING

CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT

ACTUAL CONDITIONS ARE THOSE REFLECTED BY THE

CONTRACT DOCUMENTS. REPORT DISCREPANCIES TO

ARCHITECT AND COR PRIOR TO BIDDING OR PERFORMING

WORK RELATED TO ANY DISCREPANCIES. SEE

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

10. MOST EXPENSIVE BID: IF THERE ARE SCHEDULES,

SYSTEMS, SUBCONTRACT, OR MATERIAL CONFLICTS NOT

BROUGHT TO THE ARCHITECT'S AND COR'S ATTENTION

PRIOR TO BIDDING, THE CONTRACTOR WILL BE DEEMED TO

HAVE ELECTED THE MORE COSTLY TIME, METHOD,

SYSTEM, PRODUCT, SUBCONTRACT AND/OR MATERIAL.

11. NIC: CONSTRUCTION OF WORK INDICATED ON DRAWINGS

AS "NIC" IS NOT IN THE CONTRACT. HOWEVER, THE

CONTRACTOR SHALL COORDINATE ITS WORK, WITH WORK

INDICATED AS NIC.

12. SITE COORDINATION: COORDINATE ALL SITE OPERATIONS

WITH COR, INCLUDING STAGING AREAS, MATERIAL

STORAGE, ACCESS TO WORK, TIMING OF WORK, NOISY

OPERATIONS, INTERRUPTION OF UTILITIES. SEE

SPECIFICATIONS.

13. TRADE COORDINATION: CONTRACTOR SHALL COORDINATE

THE PLACEMENT OF EACH TRADE'S WORK SO THAT THERE

ARE NO CONFLICTS AND NO SYSTEM'S OPERATION OR

FUNCTION IMPAIRED. IT IS ESPECIALLY IMPORTANT TO

COORDINATE PENETRATIONS THROUGH FOUNDATIONS,

FLOORS, WALLS AND CEILING SPACES. SEE

SPECIFICATIONS.

14. PROVIDE GALVANIC SEPARATION MATERIAL, BETWEEN

DISSIMILAR METALS. SEE SPECIFICATIONS.

15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY

SHALL BE FIRE TREATED. SEE SPECIFICATIONS. ALL

SURFACE ATTACHED METAL SHALL BE SEPARATED FROM

CONCRETE OR MASONRY BY NON-METALLIC MATERIAL

SUCH AS #30 FELT, "PEEL AND STICK" OR OTHER MATERIAL

AS APPROVED BY ARCHITECT AND COR. ALL WOOD IN

PROJECT SHALL BE FIRE TREATED.

16. EXTERIOR / INTERIOR ELEVATIONS DO NOT SHOW ALL

EQUIPMENT, FIXTURES, DEVICES, MECHANICAL, PLUMBING

OR ELECTRICAL ITEMS. SEE ARCHITECTURAL, INTERIOR,

MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL

ELEVATION COORDINATION.

17. ANY CUTTING/WELDING WILL REQUIRE DAILY HOT WORK

PERMITS TO BE COORDINATED WITH COR. SUBMIT

CERTIFICATIONS AS REQUIRED BY THE SPECIFICATIONS.

18. FIRE PROTECTION FOR CONSTRUCTION AREA SHALL BE

MAINTAINED AT ALL TIMES IN ACCORDANCE TO NFPA 13.

GENERAL NOTES: GENERAL FIRE & LIFE SAFETY

NOTES:

FIRE ALARM

1. DESIGN SHALL BE AN APPROVED FIRE ALARM SYSTEM IN

ACCORDANCE WITH CLASS B WIRING SCHEMES FOR THE

ALARM SYSTEM AND CLASS X WIRING STYLE FOR

COMMUNICATION BETWEEN BUILDING FIRE ALARM

CONTROL UNITS.

2. SUBMIT PER SECTION 01 33 23 SHOP DRAWINGS, PRODUCT

DATA, AND SAMPLES; AND SECTION 28 31 00 FIRE

DETECTION AND ALARM FOR APPROVAL PRIOR TO THE

INSTALLATION.

3. THE MINNEAPOLIS VAMC HAS A FULL SERVICE

MAINTENANCE CONTRACT FOR MAINTENANCE AND

TESTING OF THE FIRE ALARM SYSTEM. IN ACCORDANCE

WITH THIS CONTRACT THE FIRE ALARM MAINTENANCE

CONTRACTOR (CURRENTLY FIRE SENTRY) MUST CERTIFY

ALL PROGRAMMING DONE TO THE FIRE ALARM SYSTEM.

UNDER THIS CONTRACT, THE CONSTRUCTION

CONTRACTOR MUST EITHER HIRE THE CURRENT FIRE

ALARM MAINTENANCE CONTRACTOR TO PERFORM ALL

FIRE ALARM PROGRAMMING WORK OR IF THE

PROGRAMMING IS COMPLETED BY ANOTHER FIRE ALARM

CONTRACTOR, THE CONSTRUCTION CONTRACTOR MUST

HIRE THE CURRENT FIRE ALARM MAINTENANCE

CONTRACTOR TO FULLY INSPECT, TEST, AND CERTIFY

THE PROGRAMMING WORK DONE BY ANOTHER

CONTRACTOR.

4. WHENEVER FIRE ALARM WORK TAKES PLACE IN AN AREA

THAT IS BEING REMODELED, AT THE CONCLUSION OF THE

WORK, THE FIRE ALARM CONTRACTOR IS TO TEST ALL

FIRE ALARM DEVICES WITHIN THE AREA OF THE REMODEL

AREA WHETHER OR NOT THEY WERE MODIFIED AS PART

OF THE PROJECT.

FIRE EXTINGUISHERS

1. TEMPORARY- CONTRACTOR SHALL PROVIDE JOB SITE

WITH TEMPORARY PORTABLE FIRE EXTINGUISHERS AND

SHALL MAINTAIN THEM DURING THE COURSE OF

CONSTRUCTION. EACH EXTINGUISHER SHALL BE 10 lb.

CAPACITY, CAPABLE OF EXTINGUISHING CLASS A, B & C

FIRES. ALL EXTINGUISHERS SHALL BE U.L. LABELED AND

SHALL BE DRY CHEMICAL TYPE.

2. CONTRACTOR SHALL MAINTAIN AND INSPECT

EXTINGUISHERS AT LEAST MONTHLY, AND IN

ACCORDANCE WITH MANUFACTURER

RECOMMENDATIONS. INSPECTION TAGS SHALL BE UP TO

DATE AND CLEARLY DISPLAYED.

EXIT & EMERGENCY LIGHTING

1. EXIT SIGNS SHALL CLEARLY INDICATE DIRECTION LEADING

TO EXTERIOR WITH MINIMUM 6" HIGH LETTERS AT

REQUIRED EXITS, EXIT DISCHARGE AND AT ALL CORRIDOR

INTERSECTIONS AND CHANGES OF DIRECTION. EXIT WAY;

CORRIDORS AND STAIRS SHALL BE ILLUMINATED BY A

SUITABLE EMERGENCY LIGHTING SYSTEM TO OPERATE

WHEN NORMAL POWER IS INTERRUPTED. EMERGENCY

LIGHTING SHALL PROVIDE A MINIMUM OF 5 FOOT CANDLE

POWER AT FLOOR LEVEL. EXIT DOOR SHALL SWING IN THE

DIRECTION OF EXIT OVER A LANDING NOT MORE THAN 1/2"

BELOW THE THRESHOLD.

2. EXIT AND EMERGENCY LIGHTING SHALL CONFORM WITH

THE LOCAL AND CURRENT NEC GUIDELINES.

FIRE SPRINKLER SYSTEM

1. EXISTING FIRE SPRIKLER MAIN PIPES AND BRANCH LINES

TO BE RETAINED AND REUSED. CONTRACTOR TO VERIFY

THE EXACT SIZE AND LOCATION IN FIELD.

2. ALL NEW SPRINKLER HEADS, HANGERS AND RESTRAINTS

TO BE INSTALLED IN ACCORDANCE WITH 2019 NFPA 13.

3. ALL NEW PIPING FOR SPRINKLER HEADS SHALL BE HARD

PIPED, NO FLEXIBLE CONNECTIONS ARE PERMISSIBLE.

4. WHENEVER EXISTING FIRE SPRINKLER PIPING IS

REMOVED, THE FIRE SPRINKLER CONTRACTOR IS TO

ANALYZE THE PIPING FOR OBSTRUCTIONS AND PROVIDE

WRITTEN OBSTRUCTION DOCUMENTATION IN

ACCORDANCE WITH NFPA REQUIREMENTS TO THE VA.

FIRE STOPPING

1. FIRE STOPPING IS REQUIRED. SEE SECTION 07 84 00 FIRE

STOPPING.

GENERAL

1. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE

OR FLAME-PROOFED IN AN APPROVED MANNER.

2. INSULATION APPLIED TO EXTERIOR SURFACE OF DUCTS

LOCATED IN BUILDINGS SHALL HAVE A FLAME SPREAD OF

NOT MORE THAN 25 AND SMOKE-DEVELOPED RATING OF

NOT MORE THAN 50 WHEN TESTED AS A COMPOSITE

INSTALLATION, INCLUDING INSULATION, FACING

MATERIALS, TAPES AND ADHESIVES NORMALLY APPLIED.

3. ALL INSULATION MATERIALS INSTALLED WITHIN FLOOR-

CEILING ASSEMBLIES, ROOF CEILING ASSEMBLIES, WALLS

SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25

AND A SMOKE DENSITY NOT TO EXCEED 50 WHEN TESTED

IN ACCORDANCE WITH ASTM E 84.

4. HAND-ACTIVATED, DOOR-OPENING HARDWARE SHALL BE

CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR.

LATCHING AND LOCKING DOORS THAT ARE HAND-

ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL

BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE

HARDWARE, PANIC BARS, PUSH-PULL PASSAGE WITHOUT

REQUIRING THE ABILITY TO GRASP THE OPENING

HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS

ABOVE IN EGRESS DIRECTION. DOOR CLOSERS (EXCEPT

FIRE DOORS) SHALL HAVE SWEEP PERIOD SO THAT FROM

AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE

AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE

LATCH, MEASURED FROM THE LEADING EDGE OF THE

DOOR.

5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT

EXCEED:

A. INTERIOR DOORS - 5 lbs.

B. EXTERIOR DOORS - 8.5 lbs.

C. FIRE DOORS - 15 lbs.

6. ALL FLOOR, WALL, AND CEILING PENETRATIONS FOR

PIPING, DUCTS, CONDUIT, ETC. SHALL BE SEALED WITH A

UL APPROVED METHOD AND MATERIAL.

FIRE & SMOKE DAMPERS

1. EXISTING FIRE & SMOKE DAMPERS ARE TO BE RETAINED

AND REUSED.

2. THE BUILDING IS EQUIPPED WITH A FIRE ALARM SYSTEM.

THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER AND

FIRE ALARM SYSTEM.

1. ALTHOUGH SIGNIFICANT EFFORTS HAVE BEEN MADE TO

COORDINATE DIMENSIONS, THERE MAY BE DISCREPANCIES

AND/OR OMISSIONS. IF ENCOUNTERED, CONTACT THE

ARCHITECT AND COR FOR ADDITIONAL INFORMATION. IF

DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND,

FOLLOW PROCEDURES LISTED IN SECTION 01 26 13

REQUESTS FOR INFORMATION (RFI). IF DISCREPANCIES

ARE DISCOVERED AFTER THE BIDFOLLOW PROCEDURES

LISTED IN SECTION 01 26 13 REQUESTS FOR INFORMATION

(RFI) PRIOR TO CONSTRUCTION OF THE AFFECTED AREA.

2. ACTUAL CONSTRUCTION CONDITIONS AND/OR MATERIAL

AND EQUIPMENT SIZES MAY NOT BE THOSE ANTICIPATED

BY THE DESIGNERS. THROUGH FIELD INVESTIGATION AND

SHOP DRAWINGS CONTRACTOR SHALL VERIFY

DIMENSIONS AND RECOMMEND DIMENSIONAL

MODIFICATIONS AS REQUIRED.

3. ARCHITECTURAL DIMENSIONS MAY BE FOUND ON FLOOR

PLANS, EXPANDED PLANS, REFLECTED CEILING PLANS,

SECTIONS, DETAILS, DOOR SCHEDULES, INTERIOR

ELEVATIONS AND EXTERIOR ELEVATIONS.

4. ADDITIONAL DIMENSIONS MAY BE SHOWN ON

STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

MECHANICAL AND ELECTRICAL EQUIPMENT SCHEDULES

MAY ALSO CONTAIN DIMENSIONAL INFORMATION RELATED

TO EQUIPMENT SIZES AND CLEARANCES.

5. DESIGNATIONS ARE NOTED AS NOMINAL, NOT ACTUAL (2 X

4 STUD); DIMENSIONS ARE SHOWN AS ACTUAL, NOT

NOMINAL (1 1/2" X 3 1/2" STUD). DIMENSIONS ARE NOT

ROUNDED, BUT UN-ROUNDED DIMENSIONS SHOULD NOT

BE VIEWED AS MAXIMUM CONSTRUCTION TOLERANCE.

(FOR INSTANCE, MASONRY OPENING DIMENSIONS MAY BE

SHOWN IN THE 16THS OF AN INCH, BUT STANDARD

MASONRY CONSTRUCTION TOLERANCES MAY BE +/- 1/4").

6. FLOOR PLAN DIMENSIONS

A. THE LOWEST FLOOR OVERALL BUILDING

DIMENSIONS ARE FROM THE OUTSIDE FACE OF THE

FOUNDATION WALL TO THE OPPOSITE OUTSIDE

FACE OF THE FOUNDATION WALL (OR, FROM

OUTSIDE GRIDLINE TO OUTSIDE GRIDLINE) AS

SHOWN.

B. DIMENSIONS FOR NON-LOAD BEARING WALLS ARE

TO ONE FACE OF THE STUDS, BOTH FACES OF

MASONRY WALLS, OR BOTH FACES OF CONCRETE

WALLS, ETC, UNLESS NOTED OTHERWISE.

C. WALL DIMENSIONS ARE ACTUAL, NOT NOMINAL

(UNLESS NOTED AS "NOM").

D. DOOR OPENING DIMENSIONS IN FRAME

CONSTRUCTION (WOOD OR STEEL STUDS) ARE

TYPICALLY SHOWN AT THEIR CENTERLINES.

HOWEVER, WHEN THE EDGE OF THE DOOR IS

IMPORTANT, OR MAKES THE PLACEMENT CLEARER,

THE DIMENSION MAY BE TO THE ACTUAL FRAME

EDGE.

E. DOOR DIMENSIONS IN LOAD-BEARING MASONRY

AND CONCRETE WALLS ARE TO "ROUGH"

OPENINGS (FACES OF MASONRY OR CONCRETE).

TYPICAL DOOR ROUGH OPENING DIMENSIONS ARE

THE FRAME WIDTH PLUS 1/2" (1/4" CLEARANCE

EACH SIDE) AND PLUS 1/2" TOTAL FOR THE

HEAD/SILL DIMENSIONS.

F. "TYPICAL" DOOR FRAME CLEARANCE DIMENSIONS

TO ADJACENT WALLS: BETWEEN FRAME FACES

AND FACES OF STUDS, OR FACES OF MASONRY OR

CONCRETE, AT NEARBY PERPENDICULAR WALLS

ARE TYPICALLY 4", DEPENDING ON HARDWARE

CLEARANCES AND FRAME REQUIREMENTS (2.5"-

DOOR HANDLE PLUS 1" -WALL STOP PLUS 1/2" GB=

4.0")

G. SOME DIMENSIONS REQUIRED TO BE CLEAR, SUCH

AS AT REQUIRED EXIT WAYS, APPLIANCE COVES OR

PREFABRICATED STAIR ENCLOSURES, ARE NOTED

"CLR" OR "CLEAR" AND ARE SHOWN TO THE FACES

OF FINISHES.

H. DIMENSIONS DESIGNATED WITH "MIN" INDICATE

THE MINIMUM CLEARANCE OR SEPARATION

REQUIRED.

1. VERTICAL DIMENSIONS

A. UNLESS NOTED OTHERWISE, THE FIRST FLOOR

REFERENCE ELEVATION IS 100'-0". THIS IS

REFERENCED TO A GROUND ELEVATION ABOVE

MEAN SEA LEVEL (MSL), AS SHOWN IN CIVIL OR

STRUCTURAL DRAWINGS. ELEVATIONS BELOW 0'-0"

ARE "-" (PREFIXED WITH A MINUS SIGN).

B. BUILDING, FLOOR AND ROOF HEIGHTS SHOWN ON

ARCHITECTURAL DRAWINGS ARE TO TOP OF

DECKING OR SHEATING, BUT DO NOT INCLUDE

FINISHES OR ROOFING MATERIAL.

C. WALL OPENINGS: DOOR AND LOUVER HEIGHTS ARE

TO FINISH HEIGHTS (UNLESS THEY ARE IN LOAD-

BEARING MASONRY OR CONCRETE WALLS, WHERE

THEY ARE TO ROUGH OPENINGS). HEIGHT

REFERENCES SHOULD BE TO THE NEXT LOWER

FINISH FLOOR ELEVATION

D. LIGHTING HEIGHTS ON WALLS ARE TO

CENTERLINES OF THE ELECTRICAL BOXES, UNO.

EQUIPMENT, VENT, PLUMBING AND FIXTURE

ELEVATIONS ARE TO CENTERLINES OF THE WALL

PENETRATIONS, UNO.

E. SOME VERTICAL DIMENSIONS ARE SHOWN ON

PLANS FOR DEPRESSIONS, RIDGES, CURBS, AND

ELEVATION CHANGES. A PLAN ELEVATION CHANGE

SYMBOL LOOKS LIKE A STEP OR VERTICAL "Z" AND

INDICATES THE + OR - ELEVATION CHANGE IN

INCHES FROM THE FINISHED FLOOR ELEVATION

(FFE) NEXT TO IT.

GENERAL DIMENSIONING

NOTES:

1. HALF-TONED OR LIGHT LINES INDICATE EXISTING

CONSTRUCTION TO REMAIN. DASHED BOLD LINES INDICATE

EXTENT OF DEMOLITION.

2. TEMPORARY BRACING OR SHORING MAY BE NECESSARY,

AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

3. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES

TO MEET APPROVAL OF CODE AGENCIES. COORDINATE

DEMOLITION WORK WITH ALL DISCIPLINES. CONTRACTOR

SHALL DISPOSE OF ALL ITEMS PER SPECIFICATIONS. THE

COR RESERVES THE RIGHT TO SELECT SPECIFIC ITEMS

FOR SALVAGE. THESE ITEMS SHALL BE IDENTIFIED DURING

THE PRE-CONSTRUCTION WALK THROUGH.

4. CONTRACTOR SHALL PATCH AND REPAIR ALL OPENINGS,

VOIDS OR PENETRATIONS LEFT BY THE INSTALLATION OR

CONSTRUCTION OF EQUIPMENT, PIPING, DUCTS, ETC. TO

MAINTAIN THE INTEGRITY OF THE WALL, FLOOR, AND/OR

ROOF ASSEMBLY.

5. THE ACCESSIBLE PARKING AREA AND PUBLIC RIGHT-OF-

WAY OF THE PROJECT SITE MAY BE IMPACTED BY

CONSTRUCTION ACTIVITIES. TEMPORARY BARRICADES

PERTAINING TO THE CONTRACTOR'S ACTIVITIES SHALL BE

INSTALLED TO PREVENT POSSIBLE INJURY IN AND AROUND

DEMOLITION AND CONSTRUCTION AREAS IN ACCORDANCE

WITH THE LATEST OSHA REQUIREMENTS. COORDINATE

CONTRACTOR STAGING AREA AND PUBLIC ACCESS WITH

COR PRIOR TO CONSTRUCTION. PROTECT SIGNAGE WITHIN

PROJECT AREA.

6. SEE SPECIFICATIONS FOR CUTTING AND PATCHING AND

DEMOLITION FOR RELATED DEMOLITION WORK.

7. SEE DRAWINGS FOR ADDITIONAL PROJECT RELATED

UTILITY & DEMOLITION WORK AND PROJECT PHASING

NOTES. COORDINATE UTILITY SYSTEM SHUTDOWNS WITH

COR PER SPECIFICATIONS. DEVIATION FROM PROPER

NOTIFICATION OF SHUTDOWNS WILL NOT BE AUTHORIZED.

GENERAL DEMOLITION AND

PHASING NOTES:

/03

EXT'G WARD J TO

REMAIN THIS PHASE

EXT'G WARD L TO

REMAIN THIS PHASE

RENOVATIONS LIMITED

TO WARDS H & K THIS

PHASE

on e-ei gh th ne fo ot on e-qu ar te r ne fo ot th re e-ei gh th s ne fo ot on e-ha lf ne fo ot th re e-qu ar te r ne fo ot in ch on e ne fo ot on e an d on e-ha lf ne fo ot th re e in ne fo ot

REVISIONS DATE

General Notes:

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

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

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

BY THE VARIOUS SUBCONTRACTORS.

Approved: Division Chief

Issue Date Checked Drawn

Drawing Number

Building Number

Project NumberDrawing Title Project Title

Location Drawing Scale

Approved: Service DirectorPlot Scale U.S. Department of Veterans Affairs

Office of Construction and Facilities Management

FULLY SPRINKLERED

Phase

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

TRUE NORTH

PLAN NORTH

KEYPLANA/E:

TRIPLE C - The A/E Group

Mat Perkins

(520) 481-8548

A

B D

E F

G

H

J

K

L

M

C

LINE INDICATES

PHASE 1 SCOPE AREA

STANDARD DETAILS APPLY TO TYPICAL CONSTRUCTION TYPES AND ASSEMBLIES. NOT ALL DETAILS MAY BE USED. CONTRACTOR SHALL

VERIFY ACTUAL CONDITIONS ON-SITE.

410 Grand Ave, Suite 201C Laramie, WY 82070

1" = 30'-0"

B

IM

/6

-2

-1

E x p a n d e d P o ly tr a u m a P ro g ra m P h a s e

/6 -2

-1

.A

R C

H .B

.L

.P o ly tr a m a .r v t

/4

/2

:1

:4

P

M

04/03/2023 M.PERKINS K.MACAULAY

618-22-100

1390 - GI100

ARCHITECTURAL 4TH FLOOR EXISTING

CONDITIONS PLAN

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATE FOR EXPANDED

POLYTRAUMA PROGRAMISSUED FOR BIDDING

1" = 30'-0" F4

ARCHITECTURAL 4TH FLOOR EXISTING CONDITIONS PLAN

/03

BUILDING CODE:

MIXED BUILDING OCCUPANCY TYPE:

The entire existing building 1 is comprised of:

Primary: Healthcare (NFPA 101, Chapter 19) Secondary:Ambulatory Health Care (not adjacent to project area) (NFPA 101, Chapter 21) This project is modifing wards F,J,G, and H on Level 4, all currently Healthcare occupancy.

The renovation area is reviewed under New Health Care Occupancy. (NFPA 1010, Chapter 18)

PROJECT AREA:

AREA IN SCOPE (PHASE 1): 21,893 GSF

FUTURE PHASE 2 (AREA J): 11,835 GSF

FUTURE PHASE 3 (AREA L): 12,979 GSF

CHANGE TO BUILDING SF: NO CHANGE

OCCUPANT LOAD:

EXISTING OCCUPANT LOAD: 183

PROPOSED OCCUPANT LOAD: 159

120 GSF PER OCCUPANT - Healthcare Sleeping Department (7.3.1.2)

CONSTRUCTION TYPE:

CONSTRUCTION: Type 1 (332) per NFPA 220, Chapter 4

FIRE RATED REQUIREMENTS FOR BUILDING ELEMENTS:

PRIMARY STRUCTURAL FRAME: 3 HOURS

BEARING WALLS (EXT & INT): 3 HOURS

FLOOR CONSTRUCTION: 2 HOURS

ROOF CONSTRUCTION: 1.5 HOURS

NON BEARING WALLS: 0 HOURS

OTHER REQUIRED RATINGS & SEPARATIONS:

VERTICAL SHAFTS: 2 HOURS

EXIT STAIRS: 2 HOURS

SOILED UTILITY: 1 HOUR

HAZARDOUS STORAGE: 1 HOUR

MEANS OF EGRESS:

MAXIMUM PATH OF TRAVEL (TABLE A.7.6): 200'

(160'-11" ACTUAL)

MAXIMUM COMMON PATH (18.2.5.2): 100' (56'-0" ACTUAL)

DEAD-END CORRIDORS (18.2.5.3): 30'

MINIMUM CORRIDOR WIDTH (18.2.3.4): 96 INCHES

OTHER EGRESS WIDTH REQUIRED: 0.2 INCHES PER

OCCUPANT

APPLICABLE BUILDING CODES:

• 2021 NFPA 101 LIFE SAFETY CODE

• 2022 NFPA 13 SPRINKLER SYSTEMS CODE

• 2022 NFPA 241 STANDARD FOR SAFEGUARDING

CONSTRUCTION, ALTERATION, AND DEMOLITION

OPERATIONS

• 2018 INTERNATIONAL BUILDING CODE (IBC)

• 2018 INTERNATIONAL MECHANICAL CODE (IPC)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION

(OSHA) STANDARDS.

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2020 NATIONAL ELECTRICAL CODE (NEC)

• 2018 INTERNATIONAL PLUMBING CODE (IPC)

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY

STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT,

BARRIER FREE DESIGN GUIDE (PG-18-13)

• BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE, AMERICAN CONCRETE INSTITUTE AND

COMMENTARY (ACI 318)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION

STANDARDS FOR NEW FEDERAL, COMMERCIAL AND

MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND

NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS

433, 434, AND 435

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND

SUSTAINABLE BUILDINGS: MEMORANDUM OF

UNDERSTANDING (MOU)

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL

ENVIRONMENTAL, ENERGY, AND TRANSPORTATION

MANAGEMENT

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY

SIGNS STATED IN THE GENERAL REQUIREMENTS

SECTION 01 00 00 AND 01 35 26 OF THE VA MASTER

CONSTRUCTION SPECIFICATIONS.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY -

ASHRAE STANDARD 62.1-2016: MEDICAL SPACES -

ASHRAE 170-2013, NON-MEDICAL SPACES - ASHRAE

62.1-2016

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS -

ASHRAE STANDARD 15-2013

• VA FIRE PROTECTION DESIGN GUIDE, 8TH EDITION (2021)

LIFE SAFETY SYMBOLS

PATH OF EXIT ACCESS TRAVEL

PATH LENGTH

FIRE EXTINGUISHER CABINET (FEC)

REQUIRED DOOR CLEARANCES

FEC

PATH TO POINT OF COMMON TRAVEL

PATH LENGTH###' - ##"

BOLD LINE REPRESENTS

LONGEST PATH DISTANCE

EXIT LIGHTING

REQUIRED TOILET CLEARANCE

72" D X 66" W (BARRIER FREE)

REQUIRED TURNING RADIUS

66" DIAMETER (TYPICAL - BARRIER FREE)

72" DIAMETER (BARIATRIC - BARRIER FREE)

7" TOE / KNEE CLEARANCE OVERLAP

UNRATED PARTITION

SMOKE PARTITION

1 HOUR RATED PARTITION

2 HOUR RATED PARTITION

EXISTING WALL TO REMAIN

EXISTING AREA NOT IN CONTRACT (NIC)

66"W

"D

66"DIAM

"D

FLOOR SLOPE / FLOOR DRAIN

KEYNOTES-

2 HOUR RATED PARTITION - SHAFT WALL

EXIT

STAIR

MECHANICAL

4F-121E4F-121E

310 SF

STORAGE

4K-116B

246 SF

THERAPIST OFFICE

4K-116C

2084 SF

THERAPY GYM

4K-116

143 SF

PRIVATE OT

4K-116A

168 SF

PRIVATE PT

4K-116D

388 SF

PATIENT ROOM

4K-115

72 SF

TLT

4K-115A

316 SF

PATIENT ROOM

4K-114

73 SF

TLT

4K-113A

73 SF

TLT

4K-114A

73 SF

TLT

4K-112A

74 SF

TLT

4K-110A

75 SF

TLT

4K-108A

71 SF

TLT

4K-105A

88 SF

TLT

4K-103A

254 SF

BREAK RM

4H-113

128 SF

ANM + 1

4K-101

1127 SF

CORR.

C4-137

192 SF

TR

4H-114

642 SF

ELEV. LOBBY

4H-115

270 SF

ELEVATORS

E

66 SF

TLT

4H-102

65 SF

TLT

4H-101

110 SF

STAFF CORR.

4H-103

305 SF

W LOCKERS

4H-104

288 SF

M LOCKERS

4H-105

594 SF

DINING ACUTE

4H-108

113 SF

STOR.

4H-108A

699 SF

ENTRY CORR.

C4-114

241 SF

FAMILY ROOM

4H-109

594 SF

CORR.

C4-135

131 SF

NOURISH.

4H-110

215 SF

FAMILY CONF.

4H-111

703 SF

CORR.

C4-127

154 SF

TEAM RM

4K-102

121 SF

REC STOR

4K-127

76 SF

TLT

4K-123A

114 SF

SW +1

4K-104

68 SF

LSB

4K-106

88 SF

LINEN

4K-109

254 SF

STOR.

4K-121

98 SF

LAUNDRY

4K-126

59 SF

STAFF TLT

4K-107

71 SF

TLT

4K-120A

71 SF

TLT

4K-122A

306 SF

PATIENT ROOM

4K-119

71 SF

TLT

4K-119A

163 SF

NURSE STN

4K-111

104 SF

SOILED UTILITY

4K-118

89 SF

CLEAN

4K-117

77 SF

NURSING MOTHERS

RM

4H-104A

139 SF

MED RM

4H-107A

401 SF

CENTRAL NURSE

STATION

4H-107

150 SF

NURSE MNGR

4H-106

EXT'G WARD J

TO REMAIN

THIS PHASE

EXT'G WARD L

TO REMAIN

THIS PHASE

STAIRWELL

SW7SW7

EXIT

STAIR

STAIRWELL

SW8SW8

314 SF

PATIENT ROOM

4K-113

307 SF

PATIENT ROOM

4K-112

329 SF

PATIENT ROOM

4K-110

341 SF

PATIENT ROOM

4K-108

352 SF

PATIENT ROOM

4K-105

450 SF

BARIATRIC / SURGE

PATIENT ROOM

4K-103

307 SF

PATIENT ROOM

4K-120

328 SF

PATIENT ROOM

4K-122

318 SF

PATIENT ROOM

4K-123

483 SF

REC THERAPY

4K-128

849 SF

VACANT (FINISH

PHASE 2)

4H-100

132' - 4"

47' - 10"

147' - 10"

160' - 2"

143' - 1"

124' - 3"

116' - 1"

92' - 2"

82' - 8"

125' - 3"

125' - 5"

115' - 7"

92' - 3"

82' - 5"

60' - 10"

93' - 0"

112' - 2"

85 SF

CARTS

C4-126

160' - 11"

57' - 8"

40' - 7"

FEC

FEC

FEC

876 SF

ELEV. LOBBY

C4-115

WARD K - 4TH FLOOR

NFPA Health Care Use Sleeping

Departments

NFPA OCCUPANCY

NFPA Health Care Use Inpatient Treatment Departments

NFPA Health Care Use…