Attachment D.1 Drawings 1 of 7 - 3 pages.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

DrawingNumber

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

KEYPLAN

A/E:

TRIPLE C - The A/E Group

(520) 481-8548

Mat Perkins

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09/12/2022 M.PERKINS K.MACAULAY

618-22-102

1391 - GI000

COVER SHEET

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATION OF BUILDING 70 3D

BED WING100% CONSTRUCTION

DOCUMENTS

100% CONSTRUCTION DOCUMENTS

09/12/2022

Contract No.

Solicit No.

618-22-102 RENOVATION OF BUILDING 70 3D BED WING - B70

VA Minneapolis Healthcare System

THERE IS NO LEAD OR ASBESTOS MATERIAL DESIGNED INTO THIS PROJECT.

SIGNATURE 07/22/2022 DATE

AUTHOR: MAT PERKINS, AIA, NCARB, PMP, LEED AP BD+C

TRIPLE C - THE A&E GROUP

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 618-22-102, Renovate Private Patient Bed Ward 3D 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 3D ward on the third floor of Building 70 as required by the drawings and specifications. The project entails the renovation of the 3D ward. The current 3D occupants will be relocating to a new space in Fiscal Year 2023, and the 3D ward will be vacant during construction for the new Patient Bed Ward. The newly renovated 3D Bed Ward will consist of 18 private patient rooms with attached bathrooms and key support spaces for staff, utilities, storage and medication and nutrition.

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 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: Angie Frost Contracting Officer, Construction Team 1 Network 23 Contracting Office (NCO 23) Department of Veterans Affairs Warren E. Burger Federal Building and U.S. Courthouse Room 506 316 Robert Street N.

St. Paul, MN 55101 Phone: 651-293-3070

COR: Chris Weberg General Engineer VAMC Minneapolis, MN Office: (612) 467-5805 Cell: (612) 987-0038 Christopher.Weberg@va.gov

- DRAWING INDEX -

BB SHEET NAME

INCLUDED IN

35% SD

INCLUDED IN

65% DD

INCLUDED IN

95% CD

INCLUDED IN

100%

INTERIORS

IN001 INTERIOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS & FINISH BOARDS Yes Yes Yes Yes

IN101 INTERIOR FINISH PLAN - THIRD FLOOR 3D Yes Yes Yes Yes

IN501 DETAILS - INTERIOR FINISH Yes Yes Yes Yes

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

IN901 INTERIOR 3D CONCEPT IMAGES Yes Yes Yes Yes

FURNITURE

IF101 INTERIOR FURNITURE PLAN - THIRD FLOOR 3D No Yes Yes Yes

EQUIPMENT

Q-101 EQUIPMENT PLAN - THIRD FLOOR 3D No Yes Yes

Q-601 EQUIPMENT SCHEDULE No Yes Yes

FIRE PROTECTION

FX001 FIRE PROTECTION ABBREVIATIONS, SYMBOLS, AND DETAILS Yes Yes Yes Yes

FXD103 FIRE PROTECTION PLANS - THIRD LEVEL 3D - DEMO Yes Yes Yes Yes

FXD103i FIRE PROTECTION PLANS - THIRD LEVEL INTERSTITIAL 3D - DEMO No No Yes Yes

FX103 FIRE PROTECTION PLANS - THIRD LEVEL 3D - NEW Yes Yes Yes Yes

FX401 FIRE PROTECTION ENLARGED PLANS Yes Yes Yes Yes

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

PLUMBING

P-001 PLUMBING LEGEND Yes Yes Yes Yes

PD102i PLUMBING PLANS - SECOND LEVEL INTERSTITIAL 2D - DEMO No No Yes Yes

PD103 PLUMBING PLANS - THIRD LEVEL 3D - DEMO Yes Yes Yes Yes

PD103i PLUMBING PLANS - THIRD LEVEL INTERSTITIAL 3D - DEMO No Yes Yes Yes

PGD-103i PLUMBING MED GAS PLANS - THIRD LEVEL INTERSTITIAL 3D - DEMO No No Yes Yes

P-102i PLUMBING PLANS - SECOND LEVEL INTERSTITIAL 2D - NEW No Yes Yes Yes

P-103 PLUMBING PLANS - THIRD LEVEL 3D - NEW Yes Yes Yes Yes

P-103i PLUMBING PLANS - THIRD LEVEL INTERSTITIAL 3D - NEW VENT PIPING PLAN No Yes Yes Yes

PP-103i PLUMBING PLANS - THIRD LEVEL INTERSTITIAL - 3D - NEW DOMESTIC WATER PIPING PLAN No No Yes Yes

PG103i PLUMBING MED GAS PLANS - THIRD LEVEL INTERSTITIAL No Yes Yes Yes

P-401 PLUMBING ENLARGED PLANS Yes Yes Yes Yes

P-501 PLUMBING DETAILS Yes Yes Yes Yes

P-601 PLUMBING ISOMETRIC PLAN - 3D No No Yes 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

MS101 MECHANICAL SITE PLAN No No Yes Yes

MD100 MECHANICAL PLANS - BASEMENT LEVEL BD - DEMO No No No Yes

MD102i MECHANICAL PLANS - SECOND LEVEL INTERSTITIAL 2D - DEMO No No Yes Yes

MD103 MECHANICAL PLANS - THIRD LEVEL 3D - DEMO No Yes Yes Yes

MD103i MECHANICAL PLANS - THIRD LEVEL INTERSTITIAL 3D - DEMO No No Yes Yes

MD104 MECHANICAL PLAN - FOURTH & ROOF LEVEL - DEMO No No Yes Yes

M-100 MECHANICAL PLANS - BASEMENT LEVEL BD - NEW No No No Yes

M-102i MECHANICAL PLANS - SECOND LEVEL INTERSTITIAL 2D - NEW No No Yes Yes

M-103 MECHANICAL PLANS - THIRD LEVEL 3D - NEW Yes Yes Yes Yes

M-103i MECHANICAL PLANS - THIRD LEVEL INTERSTITIAL 3D - NEW No Yes Yes Yes

M-104 MECHANICAL PLANS - FOURTH LEVEL 4D - NEW No Yes Yes Yes

MP102i SECOND LEVEL MECHANICAL PIPING PLANS - SECOND LEVEL INTERSTITIAL - 2D - NEW No No Yes Yes

MP103i THIRD LEVEL MECHANICAL PIPING PLANS - THIRD LEVEL INTERSTITIAL - 3D - NEW Yes Yes Yes Yes

M-401 MECHANICAL ENLARGED PLANS Yes Yes Yes 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 No Yes Yes Yes

M-505 MECHANICAL DETAILS No Yes Yes Yes

M-601 MECHANICAL PIPING ISOMETRIC PLAN No No Yes Yes

M-602 MECHANICAL ISOMETRIC PLAN No No No Yes

M-700 MECHANICAL SCHEDULES No Yes Yes Yes

M-701 MECHANICAL SCHEDULES No Yes Yes Yes

M-702 MECHANICAL SCHEDULES No Yes Yes Yes

M-703 MECHANICAL SCHEDULES No No No No

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 CONTROL DIAGRAMS Yes Yes Yes Yes

M-806 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 No Yes Yes Yes

M-904 MECHANICAL CUTSHEETS & BASIS OF DESIGN No Yes Yes Yes

ELECTRICAL

E-001 ELECTRICAL ABBREVIATIONS AND SYMBOLS Yes Yes Yes Yes

EDL103 ELECTRICAL LIGHTING CEILING PLANS - THIRD LEVEL 3D - DEMO No No Yes Yes

EDP103 ELECTRICAL POWER PLANS - THIRD LEVEL 3D - DEMO Yes Yes Yes Yes

EDP103i ELECTRICAL POWER PLAN - THIRD LEVEL INTERSTITIAL No No Yes Yes

EL103 ELECTRICAL LIGHTING CEILING PLANS -THIRD LEVEL 3D - NEW Yes Yes Yes Yes

EP100 ELECTRICAL POWER PLANS - BASEMENT LEVEL No No Yes Yes

EP101 ELECTRICAL POWER PLANS - FIRST LEVEL No No No Yes

EP103 ELECTRICAL POWER PLANS - THIRD LEVEL 3D - NEW Yes Yes Yes Yes

EP103i ELECTRICAL INTERSTITIAL PLAN No No Yes Yes

EP104 ELECTRICAL POWER PLANS - FOURTH LEVEL - 3D - NEW No No Yes Yes

EP400 ELECTRICAL ENLARGED PLANS No No Yes Yes

EP401 ELECTRICAL ENLARGED PLANS Yes Yes Yes Yes

E-501 ELECTRICAL DETAILS Yes Yes Yes Yes

E-601 ELECTRICAL ONE-LINE DIAGRAMS Yes Yes Yes Yes

E-602 ELECTRICAL DIAGRAMS No No Yes Yes

E-603 ELECTRICAL RACEWAY DIAGRAMS No No Yes Yes

E-700 ELECTRICAL SCHEDULES - DEMO No No Yes Yes

E-701 ELECTRICAL SCHEDULES - NEW Yes Yes Yes Yes

E-702 ELECTRICAL SCHEDULES - NEW Yes Yes Yes Yes

E-703 ELECTRICAL SCHEDULES - NEW No No Yes Yes

E-900 ELECTRICAL CUTSHEETS No No Yes Yes

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

TELECOMMUNICATION

T-001 TELECOMMUNICATION ABBREVIATIONS AND SYMBOLS Yes Yes Yes Yes

TD103 TELECOMMUNICATION PLANS - THIRD LEVEL 3D - DEMO Yes Yes Yes Yes

TD103i TELECOMMUNICATION INTERSTITIAL PLAN - THIRD LEVEL 3D - NEW Yes Yes

T-103 TELECOMMUNICATION PLANS - THIRD LEVEL 3D - NEW Yes Yes Yes Yes

T-103i TELECOMMUNICATION INTERSTITIAL PLAN - THIRD LEVEL 3D - NEW No No Yes Yes

TY-103 SECURITY PLANS - THIRD LEVEL 3D - NEW No No No No

T-400 TELECOMMUNICATION ENLARGED PLANS Yes Yes Yes Yes

T-501 TELECOMMUNICATION DETAILS Yes Yes Yes Yes

T-601 TELECOMMUNICATIONS RISER DIAGRAMS Yes Yes Yes Yes

T-600 TELECOMMUNICATION RACK ELEVATIONS & RACEWAY DIAGRAM No No Yes Yes

T-701 TELECOMMUNICATION SCHEDULES No No 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 No No Yes Yes

T-904 TELECOMMUNICATION CUTSHEETS & BASIS OF DESIGN No No Yes Yes

Grand total: 132

- DRAWING INDEX -

BB 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

GI101 LIFE SAFETY Yes Yes Yes Yes

GI201 INFECTION CONTROL PLAN & INTERIM LIFE Yes Yes Yes Yes

ARCHITECTURAL

A-001 SYMBOLS, & GENERAL NOTES Yes Yes Yes Yes

A-002 ARCHITECTURAL ROOM PROGRAM PLAN - 3D Yes Yes Yes Yes

AD101 ARCHITECTURAL DEMOLITION PLAN AND REFLECTED CEILING PLANS - THIRD LEVEL - 3D Yes Yes Yes Yes

A-101 ARCHITECTURAL FLOOR PLAN - THIRD LEVEL - 3D NEW Yes Yes Yes Yes

A-102 ARCHITECTURAL DIMENSIONING PLAN - THIRD FLOOR 3D No Yes Yes Yes

AC101 ARCHITECTURAL REFLECTED CEILING PLAN - THIRD FLOOR 3D Yes Yes Yes Yes

AC102 PHOTOMETRIC PLAN Yes Yes

A-401 ARCHITECTURAL ENLARGED VIEWS Yes Yes Yes Yes

A-402 ARCHITECTURAL ENLARGED VIEWS Yes Yes Yes Yes

A-403 ARCHITECTURAL ENLARGED PLANS - TYPICAL "SAFER" PATIENT ROOM Yes Yes Yes Yes

A-404 ARCHITECTURAL ENLARGED PLANS - TYPICAL PATIENT ROOM No Yes Yes Yes

A-410 TYPICAL PATIENT CASEWORK ELEVATIONS No No No Yes

A-511 ARCHITECTURAL PARTITION AND FRAMING DETAILS No Yes Yes Yes

A-512 ARCHITECTURAL PARTITION HEAD DETAILS No Yes Yes Yes

A-551 ARCHITECTURAL CEILING DETAILS Yes Yes Yes Yes

A-552 ARCHITECTURAL CASEWORK DETAILS Yes Yes Yes Yes

A-601 SCHEDULES No Yes Yes Yes

A-602 SLIDING DOOR DETAILS Yes Yes

A-721 PARTITION HEAD DETAILS No Yes Yes Yes

A-722 PARTITION FRAMING DETAILS No 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

AW101 ARCHITECTURAL SIGNAGE PLAN - THIRD FLOOR - 3D Yes Yes Yes Yes

VA LOCATION MAP

VA VICINITY MAP

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 3D Bed 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/guidelines-and-standards/buildings-and-sites/about-the-aba-standards" Architectural Barriers Act Accessibility Standard (ABAAS) for Federal Facilities and HYPERLINK "http://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.

DEDUCTIVE ALTERNATES

D1

DEDUCTIVE ALTERNATE #1: PROVIDE STORAGE ROOM IN LIEU OF PATIENT

ROOMS 10 AND 11 (3D-321/A & 3D-323/A). REMOVE SCOPE OF WORK

ASSOCIATED WITH NEW HEADWALL, PLUMBING, SPECIALTY EQUIPMENT.

D2

D3

DEDUCTIVE ALTERNATE #2: PROVIDE STORAGE ROOM IN LIEU OF PATIENT

ROOMS 12 AND 13 (3D-325/A & 3D-326/A). REMOVE SCOPE OF WORK

ASSOCIATED WITH NEW HEADWALL, PLUMBING, SPECIALTY EQUIPMENT.

DEDUCTIVE ALTERNATE #3: PROVIDE STORAGE ROOM IN LIEU OF PATIENT

ROOMS 14, 15, 16, AND 17 (3D-328/A, 3D-329/A, 3D-331/A & 3D-332/A).

REMOVE SCOPE OF WORK ASSOCIATED WITH NEW HEADWALL, PLUMBING,

SPECIALTY EQUIPMENT.

NOTE: DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE TAKEN IN

SEQUENTIAL ORDER.

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

CALEB LOWERY, PROJECT ARCHITECT

caleb.lowery@triplecaeg.com

KEVIN LUKE, MECHANICAL ENGINEER

kevin.luke@triplecaeg.com

T-600 TELECOMMUNICATION RACK ELEVATIONS & RACEWAY DIAGRAM No No Yes Yes

T-601 TELECOMMUNICATIONS RISER DIAGRAMS Yes Yes Yes Yes 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

DrawingNumber

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

KEYPLAN

A/E:

TRIPLE C - The A/E Group

(520) 481-8548

Mat Perkins

A

B D

EF

G

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B

IM

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09/12/2022 M.PERKINS K.MACAULAY

618-22-102

1391 - GI050

GENERAL NOTES

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATION OF BUILDING 70 3D

BED WING100% CONSTRUCTION

DOCUMENTS

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 OR 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. WHEN REQUIRED BY CODE, ALL WORK

MUST BE INSPECTED AND APPROVED BY LOCAL

AUTHORITIES.

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.

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.

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.

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.

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.

GENERAL DEMOLITION AND

PHASING NOTES:

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)

BUILDING CODE:

MIXED BUILDING OCCUPANCY TYPE:

The entire building 1 is comprised of:

Primary: Healthcare (NFPA 101, Chapter 19) Secondary: Ambulatory Health Care (NFPA 101, Chapter 21)

This project is modifying ward C on Level 3, and is keeping the existing health care occupancy. The following data is from NFPA 101, Chapter 19.

PROJECT AREA:

AREA IN SCOPE: 13,461 GSF

CHANGE TO BUILDING SF: NO CHANGE

OCCUPANT LOAD:

EXISTING OCCUPANT LOAD: 113

PROPOSED OCCUPANT LOAD: 113 (NO CHANGE)

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: 200' (185'-0" MAX ACTUAL)

MAXIMUM COMMON PATH: 50' (41'-3" MAX ACTUAL)

DEAD-END CORRIDORS: 30' (NONE PRESENT)

MINIMUM EGRESS COMPONENT WIDTH: 48 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

• 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)

66"W

"D

66"DIAM

"D

FLOOR SLOPE / FLOOR DRAIN

LINE OF DEDUCTIVE ALTERNATE

HJKLM

GI101

F4

CORRIDOR

C3-26C3-26

CORRIDOR

C3-27C3-27

CORRIDOR

C3-28C3-28

STAIR

ROOM

3C-1063C-106

CORRIDOR

C3-12C3-12

STAIR

D1

D2

D3

213 SF

PATIENT 9

3D-109

79 SF

RR 9

3D-109A

69 SF

RR 8

3D-108A

256 SF

PATIENT 8

3D-108

285 SF

PATIENT 7

3D-107 69 SF

RR 7

3D-107A

297 SF

PATIENT 6

3D-106

72 SF

RR 6

3D-106A

289 SF

PATIENT 5

3D-105

72 SF

RR 5

3D-105A

300 SF

PATIENT 4

3D-104

69 SF

RR 4

3D-104A

298 SF

PATIENT 3

3D-103

70 SF

RR 3

3D-103A

69 SF

RR 2

3D-102A

296 SF

PATIENT 2

3D-102

299 SF

BARIATRIC 1

3D-101

90 SF

RR 1

3D-101A

269 SF

PATIENT 18

3D-133

78 SF

RR 18

3D-133A

68 SF

RR 17

3D-132A

268 SF

SAFER PATIENT 17

3D-132

299 SF

STAFF WORK

3D-136

245 SF

MSA'S

3D-100

190 SF

CLEAN LINENS

3D-138

98 SF

ASST. NURSE MNGR

3D-110

93 SF

NURSE MNGR OFFICE

3D-111

127 SF

MED ROOM

3D-112

106 SF

NUTRITION

3D-135

292 SF

SAFER PATIENT 16

3D-131

67 SF

RR 16

3D-131A

67 SF

RR 15

3D-129A

252 SF

PATIENT 15

3D-129

280 SF

PATIENT 14

3D-128

71 SF

RR 14

3D-128A

71 SF

RR 13

3D-126A

102 SF

PHARM OFFICE

3D-120

108 SF

SOILED UTILITY

3D-134

49 SF

STAFF TOILET

3D-117

131 SF

SPS STORAGE

3D-114

315 SF

EQUIPMENT ROOM

3D-115

16 SF

EQUIP. ALCOVE

3D-140

245 SF

PATIENT 13

3D-126

260 SF

PATIENT 12

3D-12567 SF

RR 12

3D-125A

67 SF

RR 11

3D-123A

61 SF

HAC

3D-119

259 SF

STAFF BREAK ROOM

3D-116

238 SF

PATIENT 11

3D-123

206 SF

PATIENT 10

3D-121

74 SF

RR 10

3D-121A

54 SF

ANTE ROOM

3D-133B

74 SF

CLEAN UTILITY

3D-113

30 SF

OXYGEN STOR.

3D-118

262 SF

CIRCULATION

C3-18

C

LE

A R

6' -0

129' - 8"

136' - 4"

110' - 2"

27' - 1"

8' -1

C

LE

A

R

8' -0

C

LE

A

R

8'-0" CLEAR

CLEAR

8'-0"

8'-0"

C

LE

A R

8' -0

'-2

8'-0" CLEAR

55 SF

ANTE ROOM

3D-101B

GI101

E3

TOILET

3C-1043C-104

TOILET

3C-1053C-105

FEC

FEC

FEC

95' - 3"

84' - 6"

GI101

D2

48"D

72"D

"W 30

"W

"D

"D

IA

M

48"D

"W

1/ 4"

TYPICAL

CLEARANCES:

TYPICAL

FLOOR SLOPES:

LINEAR FLOOR DRAIN

1/4" / 12"1/4" / 12"

1' -6

299 SF

BARIATRIC 1

3D-101

3' -0

/2

C

LE

A R

72"D

"W

72"DIAM.

90 SF

RR 1

3D-101A

55 SF

ANTE ROOM

3D-101B

5' -6

5'-0"

1'-6" 1'-6"

48"W

66"DIA

5' -0

"D

66"W 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

DrawingNumber

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

KEYPLAN

A/E:

TRIPLE C - The A/E Group

(520) 481-8548

Mat Perkins

A

B D

EF

G

H

J

K

L

M

C

As indicated

B

IM

/6

-2

-1

R e n o v a te

D

B e d W in g -B

-M

P L S

V A

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/6 -2

-7

.M

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B e d W in g .A

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P

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09/12/2022 M.PERKINS C.LOWERY

618-22-102

1391 - GI101

LIFE SAFETY

1 Veterans Drive, Minneapolis, MN 55417

B70

RENOVATION OF BUILDING 70 3D

BED WING100% CONSTRUCTION

DOCUMENTS

1/8" = 1'-0" F6

LIFE SAFETY PLAN

ARCHITECTURAL BARRIERS ACT (ABA)

404.2 Manual Doors, Doorways, and Manual Gates. Manual doors and doorways and manual gates intended for user passage shall comply with 404.2.

404.2.2 Double-Leaf Door and Gates. At least one of the active leaves of doorways with two leaves shall comply with 404.2.3 and 404.2.4

404.2.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and gates shall comply with 404.2.4. maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance.

EXCEPTION: Entry doors to hospital patient rooms shall not be required to provide clearance beyond the latch side of the door

1/4" = 1'-0" F4

TYPICAL PATIENT RESTROOM

DEDUCTIVE ALTERNATES

D1

DEDUCTIVE ALTERNATE #1: PROVIDE STORAGE ROOM IN LIEU OF PATIENT

ROOMS 10 AND 11 (3D-321/A & 3D-323/A). REMOVE SCOPE OF WORK

ASSOCIATED WITH NEW HEADWALL, PLUMBING, SPECIALTY EQUIPMENT.

D2

D3

DEDUCTIVE ALTERNATE #2: PROVIDE STORAGE ROOM IN LIEU OF PATIENT

ROOMS 12 AND 13 (3D-325/A & 3D-326/A). REMOVE SCOPE OF WORK

ASSOCIATED WITH NEW HEADWALL, PLUMBING, SPECIALTY EQUIPMENT.

DEDUCTIVE ALTERNATE #3: PROVIDE STORAGE ROOM IN LIEU OF PATIENT

ROOMS 14, 15, 16, AND 17 (3D-328/A, 3D-329/A, 3D-331/A & 3D-332/A).

REMOVE SCOPE OF WORK ASSOCIATED WITH NEW HEADWALL, PLUMBING,

SPECIALTY EQUIPMENT.

NOTE: DEDUCTIVE ALTERNATES ARE CASCADING AND MUST BE TAKEN IN

SEQUENTIAL ORDER.

1/4" = 1'-0" E3

BARIATRIC PATIENT ROOM

1/4" = 1'-0" D2

TYPICAL PATIENT ROOM