About this file

This document package includes construction documents and specifications for a rehabilitation center project at the St. Cloud VA Medical Center in Minnesota, as well as a notice for a Multiple Award Task Order Contract (MATOC) construction services opportunity within Veterans Integrated Service Network 23 (VISN 23).

The construction documents detail architectural, mechanical, electrical, fire protection, and structural plans and specifications for interior buildout and exterior site work at an existing rehabilitation center. The scope includes infill of shell space, addition of an exterior walking path, and site preparation for a 40' x 70' construction staging area.

The MATOC notice is a pre-solicitation for an indefinite-delivery, indefinite-quantity construction services contract within the Minnesota region of VISN 23, including the Minneapolis and St. Cloud VA medical centers and associated clinics. The 100% service-disabled veteran-owned small business set-aside contract would have a maximum value of $70 million over five years of ordering. Task orders are anticipated to range from $2,000 to $10 million for maintenance, repair, alteration, and new construction projects.

36C26318R0688 ATTACHMENT 11a--Drawings Original Revised 656-16-277 Relocate Rehab Functions (6 pages).pdf

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NORTH

CONSTRUCTION AREA

TO 8TH ST WEST ONLY

93 49 29

95 3

37 6

SAUK RIVER

TO 8TH ST EAST & WEST

T100

1A

COPYRIGHT This drawing is the copyrighted work product of Architect and reuse, modification or reproduction of these documents without express written consent of Architect is prohibited. The architectural or related services performed or furnished by the Architect for this project are provided subject to the care and skill ordinarily exercised by members of the architectural profession practicing under similar circumstances at the same time and in the same locality. Architect makes no warranties, express or implied, in connection with its services.

C

No DATEREVISION

DRAWING TITLE

APPROVED: CHIEF OF STAFF

APPROVED: MEDICAL CENTER DIRECTOR

APPROVED: CHIEF OF POLICE

APPROVED: DIRECTOR FMS DATE: APPROVED: SAFETY MANAGER DATE:

APPROVED: GEMS COORDINATOR

APPROVED: PROJECTS SECTION MANAGER

APPROVED: SERVICE LINE DIRECTOR

DATE:

DATE:

DATE: APPROVED: INFECTION CONTROL NURSE

APPROVED: PATIENT SAFETY

DATE:

DATE:

DATE:

CHECKED BY

ST.CLOUD, MN 56303

VA MEDICAL CENTER

BUILDING No

LOCATION

DATE:

DATE: DRAWING NO.

DRAWN

PROJECT TITLE

PLOT SCALE

PROJECT NO.

DATE

Main Campus, St. Cloud, Minnesota

REHABILITATION CENTER

PROJECT #656-332

St. Cloud VA Health Care System

TITLE SHEET

01/03/2013

S1430

G001

REHABILITATION CENTER

PROJECT #656-332

St. Cloud VA Health Care System

Sheet Schedule

Mechanical M001 MECHANICAL SYMBOLS AND ABBREVIATIONS

M101 MECHANICAL HYDRONIC PIPING - LOWER LEVEL

M102 MECHANICAL HYDRONIC PIPING - FIRST FLOOR

M201 MECHANICAL VENTILATION - LOWER LEVEL

M202 MECHANICAL VENTILATION - FIRST FLOOR

M203 MECHANICAL ROOF PLAN

M301 MECHANICAL DETAILS

M302 MECHANICAL DETAILS

M303 MECHANICAL DETAILS

M304 MECHANICAL DETAILS

M305 MECHANICAL CONTROL DETAILS

M306 MECHANICAL DETAILS

M307 MECHANICAL SCHEDULES

Electrical E001 ELECTRICAL SYMBOLS & ABBREVIATIONS

E100 POWER & SIGNAL BASEMENT

E101 POWER & SIGNAL FIRST FLOOR

E200 LIGHTING BASEMENT

E201 LIGHTING FIRST FLOOR

E300 ONE-LINE DIAGRAM

E301 PANELBOARD SCHEDULE

E400 ELECTRICAL SCHEDULES

EC101 ELECTRICAL SITE PLAN

Fire Protection FP100 FIRE PROTECTION SYSTEM LOWER LEVEL

FP101 FIRE PROTECTION SYSTEM MAIN FLOOR

Sheet Schedule

Architectural Demolition AD101 DEMOLITION PLANS AND SECTION

Architectural A001 SYMBOLS & ABBREVIATIONS & WALL TYPES

A100 LOWER LEVEL PLAN

A101 FIRST FLOOR PLAN

A102 PARTIAL PLANS, ELEVATIONS & SCHEDULES

A108 ROOF PLAN

A200 REFLECTED CEILING PLAN- LOWER LEVEL

A201 REFLECTED CEILING PLAN - FIRST FLOOR

A301 INTERIOR ELEVATIONS

A401 INTERIOR DETAILS

A402 STAIR SECTIONS AND DETAILS

A403 INTERIOR DETAILS - MODULAR CASEWORK

A501 EXTERIOR ELEVATIONS

A601 BUILDING & WALL SECTIONS

A602 WALL SECTIONS

A603 WALL SECTIONS AND DETAILS

A701 EXTERIOR DETAILS

A702 EXTERIOR DETAILS

A801 DOOR TYPES, WINDOW TYPES & FRAME DETAILS

A802 DOOR SCHEDULE

Interiors I101 FINISH PLAN

I201 ROOM FINISH SCHEDULE

Plumbing P101 PLUMBING LOWER LEVEL

P201 PLUMBING FIRST FLOOR

P301 WASTE AND VENT RISERS

P302 DOMESTIC WATER RISERS

P303 PLUMBING DETAILS

P304 PLUMBING DETAILS

Sheet Schedule

General G001 TITLE SHEET

G201 CODE PLAN

Civil C1 CIVIL DEMOLITION PLAN

C2 GRADING PLAN

C3 STORM WATER POLLUTION PREVENTION PLAN

C4 STORM WATER POLLUTION PREVENTION PLAN

C5 UTILITY PLAN

C6 SIGNAGE, PAVEMENT MARKINGS AND

PAVEMENT PLAN

C7 UNDERGROUND STORM INFILTRATION SYSTEM

DETAILS

V1 SITE SURVEY- FOR REFERENCE

Landscape L100 LANDSCAPE PLAN

L101 IRRIGATION ZONE PLAN

L200 LANDSCAPE DETAILS

L300 LANDSCAPE DETAILS

Structural S001 GENERAL STRUCTURAL NOTES

S101 LOWER LEVEL AND TRASH ENCLOSURE

FOUNDATION PLANS

S201 MAIN LEVEL FRAMING PLAN AND GENERATOR

BUILDING PLANS

S301 ROOF FRAMING PLAN

S401 SECTIONS AND DETAILS

S402 SECTIONS AND DETAILS

S403 SECTIONS AND DETAILS

fence. Coordinate construction materials and location of fence with COTR.

staff and visitors from entering construction site. This fence may be a plastic snow

Contractor is responsible for erecting a barrier around work site to prevent patients, for watering new sod until project acceptance by the COTR.

Sod to be thoroughly saturated with water upon placement. The contractor is responsible rolls of sod. Top soil to be tilled and graded to a smooth matching grade of undamaged lawn.

their business. All damaged lawn will be overcut by 6" or more to accomodate full width will be performed by a landscape contractor that regularly does sodding as part of

Contractor is responsible for repairing and replacing any damaged lawn. The restoration

Access to all buildings and parking areas must be maintained throughout the project.

GENERAL CONDITIONS

All dimensions on drawings are approximate; Drawings are not to be scaled. It is the responsibility of the contractor to verify all field conditions and physical dimensions that influence the construction area.

It is recommended that contractors visit the proposed construction site prior to submitting their bids and they are encouraged to do so.

Contractor shall adhere strictly to State and Federal Occupational Safety and Health

Administration ( OSHA ) Standards.

Contractor shall park only in the designated parking areas and are not to park on the lawn areas; the only exception is to load or unload supplies or equipment.

Contractor is responsible for the safeguarding of their tools and equipment. All tools and equipment are not to be left unattended and are to be secured at all times when the contractor is not present, or the construction site is not supervised by the contractor.

All VA property is to be safeguarded from damage. Any damaged VA property is to be restored to original condition prior to damage or replaced completely. This includes installation, labor, and procurement expenses.

All demolished material becomes the property and the responsibility of the contractor with the exception of specified items designated either in the plans or verbally requested by the COTR to be retained by the VA.

Offsite disposal of the demolished items is the responsibility of the contractor.

If scaffolding is used, it must be used in accordance with (OSHA) regulations and is to be enclosed for the first eight feet above ground at end of each working day, until dismantled. Ladders must be removed and locked up at the end of each working day to prevent unauthorized persons from having access.

Clean all debris from construction site to the satisfaction of the COTR.

Contractors are to coordinate all work with the Contracting Officers Technical Representative.

(C.O.T.R.)

debris, wet down sufficiently to prevent dust spreading.

will insure negative air pressure is maintained in encapsulated work area. When transporting a dust barrier and ventilation with hepa filters. If venting to outside, the contractor

Contractor must control demolition and construction dust from facility by erecting

CONSTRUCTION DOCUMENTS

ORIGINAL DESIGN

DRAWINGS

REHAB BUILDING 116

40'x70' CONSTRUCTION STAGING

AREA. PROVIDE IN-GROUND POST

MOUNTED (NOT SURFACE

MOUNTED) FENCING PER GENERAL

REQUIREMENTS SECTION

010000-1.6-l

CONTRACTOR SHALL COMPLETELY PREPARE SITE FOR BUILDING OPERATIONS,

AND FURNISH LABOR AND MATERIALS AND PERFORM ALL WORK FOR

CONSTRUCTION OF INFILL OF SHELL SPACE, AND EXTERIOR WALKING PATH AT

THE EXISTING REHABILITATION CENTER, AS REQUIRED BY DRAWINGS AND

SPECIFICATIONS.

12/03/2018

RELOCATE REHAB

SERVICES 656-16-277

RELOCATE REHAB FUNCTIONS

PROJECT #656-16-277

ORIGINAL DESIGN DRAWINGS

DN

DN

DN

FDFD

FD

FD

FD

FD

FD

FD

DN

S B

SB

S B

S B

S B

S B

S B

S B

S B

S B

S B

S B

S B

SB

SB

S B

SB

SB

S B

S B

S B

S B

S B

S B

SB

SBSB SB SB SB SB

S B

SBSB SB

S B

SBSB SB SB

FB1FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 F

B

F B

F

B

F B

FB1 F

B

F

B

F B

FB1FB1FB1FB1FB1FB1FB1FB1FB1FB1

FB1FB1 FB1 FB1 FB1 FB1 FB1

F B

F

B

F B

1F B

F

B

F B

F B

FB1

FB1FB1 FB1

F B

F

B

F B

FB1FB1FB1F

B

F

B

F B

FB1FB1 FB1

F B

F

B

F B

F

B

F B

FB1FB1 FB1 F

B

F

B

F B

F

B

F B

F

B

FB1FB1FB1F

B

FB1FB1FB1FB1FB1

F B

F

B

F B

F

B

F B

FB1FB1 FB1

FB1FB1FB1FB1

F B

F

B

F B

FB1FB1 FB1 FB1

F B

FB1FB1 FB1

FB1FB1 FB1 FB1 FB1

F B

F B

SP S

P

S P

S P

S P

SPSP SP SP SP SP

S P

S P

S P

S P

S P

S P

S P

S P

S P

S P

S P

SP

SP

S P

SP SP

S P

S P

S P

S P

S P

SP S

PSPSP SP SP

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

FB1

SP

SB

FP

FW1

LD

UP

DN

FB1FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1

FB1FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

F

B

F B

NEW BUILDING

OCCUPANCY GROUP I-2, TYPE 1B

EXIST BUILDING #51

GROUP I-2

PEDESTRIAN WALKWAY

(IBC 2006 SECTION 3104)

HORIZONTAL EXIT

EXIT DISCHARGEEXIT DISCHARGE

EXIT DISCHARGE

EXIT DISCHARGE

EXIT DISCHARGE

EXIT DISCHARGE

118 SF

PSYCHOLOGIST

CONSULTATION

SMOKE BARRIER DEFINES

SMOKE COMPARTMENT

181 SF

SOUTH

VESTIBULE

190 SF

STAFF

800 SF

OP GYM 139 SF

T-4

55 SF

FEMALE

TOILET

ROOM

114 SF

SCHEDULING

90 SF

WORK

117 SF

LPN

126 SF

RECEPTION

1593 SF

PT GYM

552 SF

PT

CHARTING

79 SF

EQUIP

STORAGE

140 SF

T-1

200 SF

T-5

64 SF

PATIENT

TOILET

138 SF

T-3

136 SF

T-6

139 SF

T-9

139 SF

EQ

STORAGE

1064 SF

MECHANICAL

187 SF

MUSIC130 SF

NORTH

VESTIBULE

329 SF

PROS

STORAGE

1387 SF

CORRIDOR

147 SF

WAITING

147 SF

LOW

VISION

CLINIC

29 SF

JAN

279 SF

GROUP

MEETING

ROOM

123 SF

SOCIAL

WORKER

CONSULTATION

11 SF

SOILED

LINEN

187 SF

PASS

THROUGH

596 SF

LINK TO

BUILDING

323 SF

SPEECH

LAB

61 SF

IT

138 SF

T-8

142 SF

ADL BED

122 SF

ADL BATH

197 SF

ADL

KITCHEN

426 SF

CORRIDOR

117 SF

ASSESSMENT/

CONSULTATION

55 SF

MALE

TOILET

55 SF

MALE

TOILET

ROOM

149 SF

SPEECH

THERAPY

140 SF

T-2

176 SF

PROCEDURE

ROOM EMG

56 SF

CLEAN

UTILITY

1018 SF

CORRIDOR

441 SF

HALLWAY

18 SF

SOILED

21 SF

CL LINEN

15 SF

CLEAN

LINEN

123 SF

ELECTRICAL

124 SF

ELECTRICAL

285 SF

OT

CHARTING

933 SF

OT CLINIC

65 SF

PATIENT

TOILET

88 SF

LOW

VOLTAGE

148 SF

WAITING

112 SF

COORDINATOR

56 SF

FEMALE

TOILET

22 SF

WC STOR.

119 SF

PROVIDER

OFFICE

200 SF

T-7

7 SF

RECYCLING

527 SF

HALLWAY

DN

FIRE BARRIER (1 HR, 2HR RATED

x INDICATES HOUR RATING)

SMOKE PARTITION

SMOKE BARRIER

WALL RATING LEGEND

SMOKE BARRIER PARTITIONS TO BE

CONTINUOUS FROM FLOOR TO

STRUCTURE ABOVE. REFER TO PLANS

FOR LOCATIONS AND EXTENTS.

PASSAGE OF PIPES, CONDUITS, DUCTS,

CABLES AND SIMILAR EQUIPMENT

SHALL BE SEALED WITH A MATERIAL

CAPABLE OF MAINTAINING FIRE AND

SMOKE RESISTANCE - REFER TO SEC

07240 x

FIRE PARTITION (1 HR RATED)

FIRE WALL (1 HR, 2HR RATED x

INDICATES HOUR RATING)

x

LEAD LINED WALL

Trash, Soiled Linen, Storage & Mechanical Rooms

Code References

Partitions

Door Openings

Fire Protection

Allowable AreaFloor Area IBC Occupancy TypeIBC Building Type

Area of New Construction (Building)

New Fire Sprinkler Throughout New Areas

2006 International Building Code

2007 Minnesota State Building Code

2009 Minnesota State Plumbing Code

2008 National Electrical Code

NFPA 101 2000, Life Safety Code

NFPA 99 2005, Health Care Facilities

Americans with Disabilities Act with VA Supplement

Guidelines for Construction and Equipment of Hospitals and Medical Facilities - American Institute of Architects Committee on Architecture for Health Care 2010

UNLIMITED AREA

Total Area [with Pedestrian Walkway (IBC 3104)]

17,292 SF

19,047 SF

Structural Frame

Nonbearing exterior walls

Roof construction

Floor construction

Reinforced concrete columns & beams

6" CMU w/face brick

8" P/C plank

8" P/C plank w/ 2" topping

Description UL Reference

2 hour

Fire Resistance Rating

1 hour

2 hour

Building Element

Stair

Horizontal exit

1 hour

Area A

Area B

Smoke Compartments

12,125 sf

5,167 sf

Number of Stories One

1 hour

1 hour

1 hourFire Barriers

Smoke Barriers 1 hour

Smoke Partition

Trash, Soiled Linen, Storage & Mechanical Rooms

Stair

Horizontal exit

60 minute

Fire Barriers (1 hour) (2 hour)

Smoke Barriers

Smoke Partition

60 Minute

60 Minute

60 Minute 90 Minute

20 Minute

Non Rated - Smoke Limiting

2006 International Fire Code

2006 International Mechancial Code w/ MN Amendments

2009 Minnesota State Energy Code

UL-U465Metal framing w/ gypsum board

Metal framing w/ gypsum board

Metal framing w/ gypsum board

Metal framing w/ gypsum board

Metal framing w/ gypsum board

Metal framing w/ gypsum board

LSC Occupancy TypeLSC Building Type

Non Rated - Smoke Limiting

1 hour

REGULATORY INFORMATION

I-21B

[222] [Healthcare Occupancy]

ASHRAE 90.1 2006

MN SHPO

Architectural Barriers Act Accessibility Standards including Barrier Free Design Guide

Steel beam & columns (South Vestibule) 1 hour

UL-U465

UL-U465

UL-U465

UL-U465

Uniform Federal Accessibility Standards

OSHA

VA HVAC DESIGN GUIDE

2009 INTERNATIONAL PLUMBING CODE

2246 SF

MECH ROOM

14119 SF

CRAWL

SPACE

I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Sara Malin License No. 40063

COPYRIGHT This drawing is the copyrighted work product of Architect and reuse, modification or reproduction of these documents without express written consent of Architect is prohibited. The architectural or related services performed or furnished by the Architect for this project are provided subject to the care and skill ordinarily exercised by members of the architectural profession practicing under similar circumstances at the same time and in the same locality. Architect makes no warranties, express or implied, in connection with its services.

C

No DATEREVISION

DRAWING TITLE

APPROVED: CHIEF OF STAFF

APPROVED: MEDICAL CENTER DIRECTOR

APPROVED: CHIEF OF POLICE

APPROVED: DIRECTOR FMS DATE: APPROVED: SAFETY MANAGER DATE:

APPROVED: GEMS COORDINATOR

APPROVED: PROJECTS SECTION MANAGER

APPROVED: SERVICE LINE DIRECTOR

DATE:

DATE:

DATE: APPROVED: INFECTION CONTROL NURSE

APPROVED: PATIENT SAFETY

DATE:

DATE:

DATE:

CHECKED BY

ST.CLOUD, MN 56303

VA MEDICAL CENTER

BUILDING No

LOCATION

DATE:

DATE: DRAWING NO.

DRAWN

PROJECT TITLE

PLOT SCALE

PROJECT NO.

DATE

REHABILITATION CENTER

PROJECT #656-332

St. Cloud VA Health Care System

CODE PLAN

01/03/2013

S1430

G201

1/16" = 1'-0"G201

1 CODE PLAN - FIRST FLOOR

NORTH

1/16" = 1'-0"G201

2 CODE PLAN - LOWER LEVEL PLAN

NORTH

AREA OF WORK

RELOCATE REHAB

SERVICES 656-16-277

12/03/2018

NOTE: ALL LANDSCAPE MULCH

CHANGED TO 1-1/2" BRYANT

RED ROCK.

AREA OF WORK.

KEEP SIDEWALKS OPEN AT

ALL TIMES.

INSTALL CHAIN LINK

CONSTRUCTION FENCE

PER SPECIFICATIONS.

NEW BENCH

LOCATION

AREA OF GEOTHERMAL WELL VALVES,

ADJUST HEIGHT AS REQUIRED TO MAKE

FLUSH WITH CONCRETE.

EXISTING MANHOLE. CURVE

AND SHIFT PATH TO THE

EAST AS NECESSARY TO

AVOID THIS CONFLICT.

EXISTING

TRANSFORMER

LOCATION

LIMESTONE PATH NOT TO BE INSTALLED. REARRANGE

PLANTINGS TAKEN FROM THE TRANSFORMER AREA.

FIELD COORDINATE FINAL LAYOUT WITH COR.

WOOD BRIDGE: PROVIDE 4X4 TREATED LUMBER

(MAX 16" SPACING) ATTACHED TO A 4" CONCRETE

SLAB. PROVIDE COMPOSITE DECKING (TREX OR

EQUIVALENT) WITH HIDDEN FASTENERS. INSTALL

SUCH THAT THERE IS AN EVEN TRASITION TO THE

CONCRETE WALK AREAS ON EITHER SIDE OF THE

BRIDGE. FIELD COORDINATE FINAL DETAILS WITH

COR AND PROVIDE A DETAILED SHOP DRAWING FOR

REVIEW AND APPROVAL.

N.I.C.

N.I.C.

N.I.C.

FENCE NOT REQUIRED

ALONG BUILDING.

RELOCATE REHAB

AREA OF WORK

AREA OF WORK

AREA OF WORK

RELOCATE REHAB

RELOCATE REHAB

VERIFY BENCH

TYPE WITH COR

RELOCATE REHAB

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