Addendum No.1 - 4-26-21.pdf

Addendum No. 1, Page 1 of 4

ADDENDUM NO. 1

EXPAND PRIMARY CARE

OSCAR G. JOHNSON VA MEDICAL CENTER

IRON MOUNTAIN, MICHIGAN

PROJECT NO. 585-336

This Addendum is issued to modify, explain or correct the original drawings and specifications and is hereby made part of the Contract Documents.

SPECIFICATIONS

1. Section 02 41 00 DEMOLITION

A. This section is issued with this addendum.

2. Section 08 71 00 DOOR HARDWARE

A. Page 08 71 00-18, Article 3.5 HARDWARE SETS, add the following note to HW-16, HW-17, and HW-20: “At blast door locations, the hardware above is to be used as a general guide for desired function.

Provide equal material that complies with blast door ratings as part of the tested blast door assembly. Blast resistant doors and frame assemblies shall be designed for a dynamic blast load of 4psi and

28psi-msec.

3. Section 23 01 30 HVAC AIR DUCT CLEANING

A. Page 23 01 30-3, Article 3.2 CLEANING, delete Paragraph A as written and substitute the following:

A. Clean ductwork systems and associated turning vanes, dampers, coils, VAV boxes, drain pans, plenums, diffusers, registers, grilles and louvers; air handling units and associated fans, coils, drain pans, plenums and dampers; fans; terminal units and other equipment described below:

Addendum No. 1, Page 2 of 4

System/Component* Location Action

Supply Duct Systems Penthouse & Ductwork Clean

Exposed by Construction

Return Duct Systems Penthouse & Ductwork Clean

Exposed By Construction

Exhaust/Relief Duct Systems AHU-024 Ductwork & Clean

EF-21 Ductwork Exposed

Outside Air/Mixed Air Duct Systems AHU-024 Ductwork Clean

Air Handling Units AHU-024 Clean

Exhaust Fans Ambulance Garage EF Clean

Prior to Installation

* All new duct systems not wiped clean and protected from construction dust and debris as specified in Section 23 31 00 shall be cleaned using equipment and methods specified in this section.

4. Section 26 41 00 FACILITY LIGHTNING PROTECTION

A. This section is issued with this addendum.

DRAWINGS

1. Sheet AE602 DOOR SCHEDULE

A. Door Schedule Remarks, Item 3, shall read: 14G Hollow Metal Door and

Frame. Blast resistant doors and frame assemblies shall be designed for a dynamic blast load of 4psi and 28psi-msec.

2. Sheet C300 SITE PLAN

A. This sheet is re-issued with this addendum. The following revisions have been made:

Add Trench Drain Details:

Detail 1: Trench Drain (TD-1)

Detail 2: Trench Drain (TD-2)

Add Detail 3: MDOT Type F Curb

Addendum No. 1, Page 3 of 4

3. Sheets I001 ROOM FINISH SCHEDULE, I101 1ST FLOOR INTERIOR FLOOR SPECIAL

PLAN, and I103 2ND FLOOR INTERIOR FLOOR SPECIAL PLAN

A. These sheets are re-issued with this addendum. Changes made have been clouded.

4. Sheets MH102 FIRST FLOOR DUCTWORK PLAN, MH103 SECOND FLOOR DUCTWORK PLAN, and MP104 THIRD FLOOR PIPING PLAN

A. These sheets are re-issued with this addendum. Changes made have been clouded.

5. Sheet EP104 ROOF POWER PLAN

A. This sheet has been re-issued with this addendum.

Lightning protection requirements have been added.

6. Sheet ET104 PARTIAL 2ND, 3RD, 4TH & 5TH TELECOMMUNICATIONS PLAN

A. Partial 5th Floor Plan and Fiber Riser Detail 13/E502: Electrical

Contractor shall provide a 6 strand, multimode armored fiber cable from the camera fiber switch in Room 5214 down to the Vendor IDF

Room 2331. Utilize the same pathway that is shown from the 5th floor Fiber MDF Room 5082.

7. Supplemental Information (Attached)

A. Gibraltar Sliding Crash Gate G550-M5P2-SL01 manufacturer detail, information for bidding purposes only.

B. Tymetal Corp. TCG-12-Cantilevered Slide Gate manufacturer detail, information for bidding purposes only.

Addendum No. 1, Page 4 of 4

ATTACHMENTS

Specification Section 02 41 00 DEMOLITION

Specification Section 26 41 00 FACILITY LIGHTNING PROTECTION

Re-issued Sheet C300 SITE PLAN dated April 15, 2021

Re-issued Sheets dated April 26, 2021

I001 ROOM FINISH SCHEDULE

I101 1ST FLOOR INTERIOR FLOOR SPECIAL PLAN

I103 2ND FLOOR INTERIOR FLOOR SPECIAL PLAN

MH102 FIRST FLOOR DUCTWORK PLAN

MH103 SECOND FLOOR DUCTWORK PLAN

MP104 THIRD FLOOR PIPING PLAN

EP104 ROOF POWER PLAN

Gibraltar Manufacturer Detail

Tymetal Corp. Manufacturer Detail

BERNERS-SCHOBER ASSOCIATES, INC.

GREEN BAY, WISCONSIN

April 26, 2021

08-01-17

Expand Primary Care 02 41 00 - 1 - Addendum No. 1

SECTION 02 41 00

DEMOLITION

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies demolition and removal of portions of buildings and utilities.

1.2 RELATED WORK

A. Demolition and Removal of Roads, Walks, Curbs, and On-Grade Slabs

Outside Buildings to be Demolished: Section 31 20 01 BUILDING EARTHWORK and Section 31 20 11, SITE EARTHWORK

B. Safety Requirements: Section 01 35 26 Safety Requirements Article, ACCIDENT PREVENTION PLAN (APP).

C. Disconnecting Utility Services Prior to Demolition: Section 01 00 00, GENERAL REQUIREMENTS.

D. Reserved Items that are to Remain the Property of the Government:

Section 01 00 00, GENERAL REQUIREMENTS.

E. Environmental Protection: Section 01 57 19, TEMPORARY ENVIRONMENTAL

CONTROLS.

F. Construction Waste Management: Section 01 74 19 CONSTRUCTION WASTE

MANAGEMENT.

G. Infectious Control: Section 01 35 26, SAFETY REQUIREMENTS, Article

1.12, INFECTION CONTROL.

1.3 PROTECTION

A. Perform demolition in such manner as to eliminate hazards to persons and property; to minimize interference with use of adjacent areas, utilities and structures or interruption of use of such utilities; and to provide free passage to and from such adjacent areas of structures.

Comply with requirements of GENERAL CONDITIONS Article, ACCIDENT

PREVENTION.

B. Provide safeguards, including warning signs, barricades, temporary fences, warning lights, and other similar items that are required for protection of all personnel during demolition and removal operations.

Comply with requirements of Section 01 00 00, GENERAL REQUIREMENTS, Article PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES AND IMPROVEMENTS.

C. Maintain fences, barricades, lights, and other similar items around exposed excavations until such excavations have been completely filled.

Expand Primary Care 02 41 00 - 2 - Addendum No. 1

D. Provide enclosed dust chutes with control gates from each floor to carry debris to truck beds and govern flow of material into truck.

Provide overhead bridges of tight board or prefabricated metal construction at dust chutes to protect persons and property from falling debris.

E. Prevent spread of flying particles and dust. Sprinkle rubbish and debris with water to keep dust to a minimum. Do not use water if it results in hazardous or objectionable condition such as, but not limited to; ice, flooding, or pollution. Vacuum and dust the work area daily.

F. In addition to previously listed fire and safety rules to be observed in performance of work, include following:

1. No wall or part of wall shall be permitted to fall outwardly from structures.

2. Maintain at least one stairway in each structure in usable condition to highest remaining floor. Keep stairway free of obstructions and debris until that level of structure has been removed.

3. Wherever a cutting torch or other equipment that might cause a fire is used, provide and maintain fire extinguishers nearby ready for immediate use. Instruct all possible users in use of fire extinguishers.

4. Keep hydrants clear and accessible at all times. Prohibit debris from accumulating within a radius of 4500 mm (15 feet) of fire hydrants.

G. Before beginning any demolition work, the Contractor shall survey the site and examine the drawings and specifications to determine the extent of the work. The Contractor shall take necessary precautions to avoid damages to existing items to remain in place, to be reused, or to remain the property of the Medical Center; any damaged items shall be repaired or replaced as approved by the Resident Engineer.

The Contractor shall coordinate the work of this section with all other work and shall construct and maintain shoring, bracing, and supports as required. The Contractor shall ensure that structural elements are not overloaded and shall be responsible for increasing structural supports or adding new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract.

Do not overload structural elements. Provide new supports and reinforcement for existing construction weakened by demolition or removal works. Repairs, reinforcement, or structural replacement must have Resident Engineer’s approval.

Expand Primary Care

H. The work shall comply with the requirements of Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS.

I. The work shall comply with the requirements of Section 01 00 00, GENERAL REQUIREMENTS, Article 1.7 INFECTION PREVENTION MEASURES.

1.4 UTILITY SERVICES

A. Demolish and remove outside utility service lines shown to be removed.

B. Remove abandoned outside utility lines that would interfere with installation of new utility lines and new construction.

PART 2 - PRODUCTS (NOT USED)

PART 3 – EXECUTION

3.1 DEMOLITION

A. Debris, including brick, concrete, stone, metals and similar materials shall become property of Contractor and shall be disposed of daily, off the Medical Center Property to avoid accumulation at the demolition site. Materials that cannot be removed daily shall be stored in areas specified by the Resident Engineer. Contractor shall dispose debris in compliance with applicable federal, state or local permits, rules and/or regulations.

B. Remove existing utilities as indicated or uncovered by work and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Resident Engineer.

When Utility lines are encountered that are not indicated on the drawings, the Resident Engineer shall be notified prior to further work in that area.

3.2 CLEAN-UP

A. Upon completion of work of this section and after removal of all debris, leave site in clean condition satisfactory to Resident

Engineer. Clean-up shall include off the Medical Center Property disposal of all items and materials not required to remain property of the Government as well as all debris and rubbish resulting from demolition operations.

3.3 DEMOLITION NOISE CONSTRAINTS

A. Due to the proximity of the project area to Services sensitive to noise, all major demolition which will result in high noise levels shall be completed between the hours of 3:30pm – 9:00pm Monday through

Friday; and 8:00am to 5:00pm Saturday and Sunday.

- - - E N D - -

-02 41 00 - 3 - Addendum No. 1

01-01-17

Expand Primary Care 26 41 00 - 1 – Addendum No. 1

SECTION 26 41 00

FACILITY LIGHTNING PROTECTION

PART 1 - GENERAL

1.1 DESCRIPTION

A. This section specifies the extension, furnishing and installation of a complete UL master labeled lightning protection system.

1.2 RELATED WORK

A. Section 07 60 00, FLASHING AND SHEET METAL: Penetrations through the roof.

B. Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS:

Requirements that apply to all sections of Division 26.

C. Section 26 05 26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS:

Requirements for personnel safety and to provide a low impedance path to ground for possible ground faults.

1.3 QUALITY ASSURANCE

A. Quality Assurance shall be in accordance with Paragraph, QUALIFICATIONS

(PRODUCTS AND SERVICES) in Section 26 05 11, REQUIREMENTS FOR

ELECTRICAL INSTALLATIONS.

1.4 SUBMITTALS

A. Submit in accordance with Paragraph, SUBMITTALS in Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS, and the following requirements:

1. Shop Drawings:

a. Submit sufficient information to demonstrate compliance with drawings and specifications.

b. Show locations of air terminals, connections to required metal surfaces, down conductors, and grounding means.

c. Show the mounting hardware and materials used to attach air terminals and conductors to the structure.

2. Certifications: Two weeks prior to final inspection, submit the following.

a. Certification by the manufacturer that the lightning protection system conforms to the requirements of the drawings and specifications.

b. Certification by the Contractor that the lightning protection system has been properly installed and inspected.

c. Certification that the lightning protection system has been inspected by a UL representative and has been approved by UL without variation.

Expand Primary Care 26 41 00 - 2 – Addendum No. 1

1.5 APPLICABLE PUBLICATIONS

A. Publications listed below (including amendments, addenda, revisions, supplements, and errata) form a part of this specification to the extent referenced. Publications are referenced in the text by designation only.

B. National Fire Protection Association (NFPA):

70-17...................National Electrical Code (NEC)

780-17..................Standard for the Installation of Lightning

Protection Systems

C. Underwriters Laboratories, Inc. (UL):

96-16...................Lightning Protection Components

96A-16..................Installation Requirements for Lightning

Protection Systems

467-13..................Standard for Grounding and Bonding Equipment

PART 2 - PRODUCTS

2.1 GENERAL REQUIREMENTS

A. Lightning protection components shall conform to NFPA 780 and UL 96, for use on Class II structures.

1. Class II Conductors: Aluminum.

2. Air Terminals: Solid aluminum, 15 inches long, not less than

1/2 inch diameter, with sharp points.

3. Ground Rods: Copper-clad steel, 0.75 in (19 mm) diameter by 3 m

(10 feet) long.

4. Ground Plates: Solid copper, not less than 20 gauge.

5. Bonding Plates: Bronze, 50 square cm (8 square inches).

6. Through Roof Connectors: Solid copper riser bar, length and type as required to accommodate roof structure and flashing requirements.

7. Down Conductor Guards: Stiff copper or brass.

8. Anchors and Fasteners: Bronze bolt and clamp type shall be used for all applications except for membrane roof. Adhesive type is allowed only for attachment to membrane roof materials, using adhesive that is compatible with the membrane material.

9. Connectors: Bronze clamp-type connectors shall be used for roof conductor splices, and the connection of the roof conductor to air terminals and bonding plates. Crimp-type connectors are not allowed.

10. Exothermic Welds: Exothermic welds shall be used for splicing the roof conductor to the down conductors, splices of the down conductors, and for connection of the down conductors to ground rods, ground plates, and the ground ring.

Expand Primary Care 26 41 00 - 3 – Addendum No. 1

PART 3 - EXECUTION

3.1 INSTALLATION

A. Installation shall be in accordance with the NEC, as shown on the drawings, and manufacturer’s instructions.

B. Coordinate installation with the roofing manufacturer and roofing installer.

C. Install the conductors as inconspicuously as practical.

D. Install the down conductors within the concealed cavity of exterior walls where practical. Run the down conductors to the exterior at elevations below the finished grade.

E. Where down conductors are subject to damage or are accessible near grade, protect with down conductor guards to 2.4 m (8 feet) above grade. Bond down conductors guards to down conductor at both ends.

F. Make connections of dissimilar metal with bimetallic type fittings to prevent electrolytic action.

G. Install ground rods and ground plates not less than 600 mm (2 feet) deep and a distance not less than 900 mm (3 feet) nor more than 2.5 m

(8 feet) from the nearest point of the structure. Exothermically weld the down conductors to ground rods and ground plates in the presence of the COR.

H. Bond down conductors to metal main water piping where applicable.

I. Bond down conductors to building structural steel.

J. Connect roof conductors to all metallic projections and equipment above the roof as indicated on the drawings.

K. Connect exterior metal surfaces, located within 900 mm (3 feet) of the conductors, to the conductors to prevent flashovers.

L. Maintain horizontal or downward coursing of main conductor and ensure that all bends have at least a 200 mm (8 inches) radius and do not exceed

90 degrees.

M. Conductors shall be rigidly fastened every 900 mm (3 feet) along the roof and down to the building to ground.

N. Air terminals shall be secured against overturning either by attachment to the object to be protected or by means of a substantial tripod or other braces permanently and rigidly attached to the building or structure.

O. Install air terminal bases, cable holders and other roof-system supporting means without piercing membrane or metal roofs.

Expand Primary Care 26 41 00 - 4 – Addendum No. 1

P. Use through-roof connectors for penetration of the roof system.

Flashing shall be provided by roofing contractor in accordance with

Section 07 60 00, FLASHING AND SHEET METAL.

Q. Down conductors coursed on or in reinforced concrete columns or on structural steel columns shall be connected to the reinforcing steel or the structural steel member at its upper and lower extremities.

In the case of long vertical members, an additional connection shall be made at intervals not exceeding 30 M (100 feet).

R. A counterpoise or ground ring, where shown, shall be of No. 1/0 copper cable having suitable resistance to corrosion and shall be laid around the perimeter of the structure in a trench not less than 600 mm

(2 feet) deep at a distance not less than 900 mm (3 feet) nor more than 2.5 M (8 feet) from the nearest point of the structure.

S. On construction utilizing post tensioning systems to secure precast concrete sections, the post tension rods shall not be used as a path for lightning to ground.

T. Where shown, use the structural steel framework or reinforcing steel as the down conductor.

1. Weld or bond the non-electrically-continuous sections together and make them electrically continuous.

2. Verify the electrical continuity by measuring the ground resistances to earth at the ground level, at the top of the building or stack, and at intermediate points with a sensitive ohmmeter. Compare the resistance readings.

3. Connect the air terminals together with an exterior conductor connected to the structural steel framework at not more than 18 M

(60 feet) intervals.

4. Install ground connections to earth at not more than 18 M (60 feet) intervals around the perimeter of the building.

5. Weld or braze bonding plates to cleaned sections of the steel and connect the conductors to the plates.

6. Do not pierce the structural steel in any manner. Connections to the structural steel shall conform to UL 96A.

U. Where the drawings show the new lightning protection system connected to an existing lightning protection system with or without a UL master label, the new portion of the lightning protection system requires UL inspection and a Letter of Findings.

Expand Primary Care 26 41 00 - 5 – Addendum No. 1

3.2 ACCEPTANCE CHECKS AND TESTS

A. Test the ground resistance to earth by standard methods and conform to the ground resistance requirements specified in Section 26 05 26, GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS.

B. A UL representative shall inspect the lightning protection system.

Obtain and install a UL numbered master label for each of the lightning protection systems at the location directed by the UL representative and the COR.

---END---

N O

P

AR

KI

N

G

NO PARKING

NO PARKING NO PARKING

NO PARKING

EW

N

S

ADDENDUM 4/15/2021

100% CD SUBMITTAL 12/04/2020

95% CD SUBMITTAL 7/27/2020

65% CD SUBMITTAL 4/28/2020

Revisions: Date:

COLEMAN ENGINEERING COMPANY

IRON MOUNTAIN • IRONWOOD • NEGAUNEE • GREEN BAY

www.coleman-engineering.com

IRON MOUNTAIN

IRONWOOD

NEGAUNEE

GREEN BAY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301

920-432-4865 | www.berners-schober.com

Comm. Number: 5700.16

Architecture | Planning | Interior Design

2224 S. Michigan Ave. | Suite 1400

Chicago, Illinois 60604-2595

(312)-554-1400

F i l e

P a t h

C

U s e r s r o e l l k D e s k t o p

E x p a n d e d

P r i m a r y

C a r e

S i t e

D e v e l o p m e n t d w g

S i t e

P l a n d w g A p r p m

KEY PLAN:

SITE PLAN

JTSAPRIL 15, 2021 KVR

C300

EXPAND PRIMARY CARE OSCAR

G. JOHNSON VA MEDICAL CENTER

325 H STREET

IRON MOUNTAIN, MI 49801

FULLY SPRINKLERED

585-16-116

DWG 11 OF 148

100% CONSTRUCTION

DOCUMENTS

BIT. BIT.

A

A

SLOPE 1/4"/FT.

EL.= SEE C500

EL.= SEE PLAN

12" RCP OUTLET

GRATED AND FRAME SHALL BE EJIW 6954

TRENCH ASSEMBLY OR APPROVED EQUAL

OPENING AS REQUIRED

8"

MIN.

8"

8"

12.25"

VARIES

14.25"

C300

2 TRENCH DRAIN (TD-2)

C300

3 MDOT TYPE F CURB

C300

1 TRENCH DRAIN (TD-1)

BIT.

BIT.

SECTION A-A

A

A

SLOPE 1/4"/FT.

EL.= SEE C500

12" RCP OUTLET

GRATED AND FRAME SHALL BE EJIW

5358M VANE GRATE TRENCH ASSEMBLY

OR APPROVED EQUAL

SLOPE 1/4"/FT.

MIN.

AS REQ'D

TO FIT

PIPE

26.5"

8"

8"

SLOPE TO MATCH ROAD

24.5"

VARIES

SECTION A-A

AutoCAD SHX Text 10'

AutoCAD SHX Text

CONTRACTOR STAGING AREA

AutoCAD SHX Text 0'

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

AutoCAD SHX Text 635 CIRCLE DRIVE - IRON MOUNTAIN, MI 49801 200 EAST AYER STREET - IRONWOOD, MI 49938 120 US HWY 41 E. STE B - NEGAUNEE, MI 49866 790 MARVELLE LANE, UNIT 3, GREEN BAY, WI 54304

AutoCAD SHX Text

(906) 774-3440 (906) 932-5048 (906) 475-7489 (920) 264-9404

AutoCAD SHX Text

NOTE: SEE SHEET G201 FOR CONSTRUCTION PHASING.

AutoCAD SHX Text

#4 BARS HORIZONTAL AND VERTICAL SPACED 12" O.C. ALL AROUND

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

#4 BARS HORIZONTAL AND VERTICAL SPACED 12" O.C. ALL AROUND

AutoCAD SHX Text

NOTE: ALL CURB TO BE DIMENSIONED PER F2 IN THE TABLE.

FINISH LEGEND

06 20 00 FINISH CARPENTRY

SOLID SURFACE WINDOW SILLS: SS2 CORIAN BONE

07 18 13 PEDESTRIAN TRAFFIC COATINGS

PTC1 DEX-O-TEX, BARRIER GUARD WITH RESISTITE FOR TEXTURE AND AJ-44 URETHANE TOPCOAT

COLOR: GREY

08 14 00 INTERIOR WOOD DOORS

GRADE A, ROTARY CUT WHITE BIRCH, CLEAR STAIN

08 87 00 GLAZING SURFACE FILMS

GSF1 LLUMAR, TEXTURES, NRMV SC HPR SATIN CRYSTAL

09 30 13 CERAMIC/PORCELAIN TILING

PORCELAIN TILE:

POR1 CROSSVILLE, 12" X 12", BASALT CALDERA

CERAMIC WALL TILE:

CWT1 CERAMIC TILEWORKS, MOD, 4" X 16", BISCUIT (GLOSSY)

GROUT: TEC POWERGROUT

GT1 928 PRALINE - AT WALLS

GT2 933 STANDARD GRAY - AT FLOORS

TRIM PIECES:

TR1 SCHLUTER, BULLNOSE, RONDEC; AE SATIN ANODIZED ALUMINUM

TR2 SCHLUTER, COVE BASE, DILEX-AHK; AE SATIN ANODIZED ALUMINUM

TR3 SCHLUTER, EDGE PROTECTION, SCHIENE; AE SATIN ANODIZED ALUMINUM

09 51 00 ACOUSTICAL CEILINGS

ACT1 ARMSTRONG, ULTIMA 1911, 2' X 2' TEGULAR EDGE, 15/16" GRID

ACT2 ARMSTRONG, ULTIMA HEALTHZONE 1937, 2' X 2' TEGULAR EDGE, 15/16" GRID

ACT3 ARMSTRONG, ULTIMA HEALTHZONE 1935, 2' X 2' SQUARE EDGE, 15/16" GRID

ACT4 ARMSTRONG, CORTEGA 704, 2' X 2' TEGULAR EDGE, 15/16" GRID

ACT5 ARMSTRONG, OPTIMA 3250, 2' X 2' TEGULAR EDGE, 15/16" GRID

09 65 13 RESILIENT BASE AND ACCESSORIES

COVED BASE:

RB1 TARKETT, BASEWORKS 4", 280 SHORELINE

MILLWORK BASE:

MRB1 TARKETT, MILLWORK WALL FINISHING SYSTEM, MANDALAY 4 1/2", MW-280-H SHORELINE

RUBBER STAIR TREADS AND RISERS:

ST1 TARKETT, ANGLE FIT RUBBER STAIR TREADS WITH INTEGRATED RISER AND BLACK GRIT TAPE, RAISED ROUND, 280 SHORELINE

RUBBER LANDINGS:

LND1 TARKETT, SOLID COLOR RAISED ROUND RUBBER, 280 SHORELINE

TRANSITIONS AND REDUCER STRIPS:

TRS1 TARKETT, 80 FAWN

09 65 16 RESILIENT SHEET FLOORING

RESILIENT SHEET FLOORING:

RSF1 MANNINGTON, BIOSPEC MD, 15333 TOASTED SESAME, WELD ROD - 842356

RSF2 TARKETT, ACCZENT WOOD ACOUSTIFLOR, 25019002 BEECH LIGHT

09 65 19 RESILIENT TILE FLOORING

LUXURY RESILIENT TILE:

LRT1 ARMSTRONG, NATURAL CREATIONS, 6" X 36" PLANK, ARBORART HARMONY NA271 SUNDRENCHED LRT2 ARMSTRONG, NATURAL CREATIONS, 6" X 36" PLANK, ARBORART HARMONY NA273 NATIVE EARTH

09 68 00 CARPETING

CPT1 INTERFACE, NATURALLY WEATHERED 106019 QUICKSAND (ASHLAR INSTALL)

09 91 00 PAINTING

PAINT:

P1 SHERWIN WILLIAMS 7526 MAISON BLANCHE

P2 SHERWIN WILLIAMS 9143 CADET

P3 SHERWIN WILLIAMS 9126 HONED SOAPSTONE

P4 SHERWIN WILLIAMS 2844 ROYCROFT MIST GRAY

P5 SHERWIN WILLIAMS 7690 TOWNHALL TAN

P6 SHERWIN WILLIAMS 7067 CITYSCAPE

P7 SHERWIN WILLIAMS 0049 SILVER GRAY

P8 SHERWIN WILLIAMS 7006 EXTRA WHITE

P9 SHERWIN WILLIAMS 7038 TONY TAUPE (HOLLOW METAL FRAMES)

EPOXY PAINT:

EP1 SHERWIN WILLIAMS 7526 MAISON BLANCHE

EP2 SHERWIN WILLIAMS 7006 EXTRA WHITE

10 21 23 CUBICLE CURTAIN TRACKS

LORTON GROUP PRVC SYSTEMS, CUBICLE CURTAIN SYSTEMS

10 22 26 OPERABLE PARTITIONS

HUFCOR 633M; TRIM: LAMB'S WOOL; FINISH: WILSONART D30-60 NATURAL ALMOND

10 26 00 WALL AND DOOR PROTECTION

CORNERGUARDS:

CG1 INPRO CORPORATION, 150 SURFACE MOUNT, 3" WING, 4'-0" HIGH, 0110 MONTEREY

END WALL PROTECTORS:

EWP1 INPRO CORPORATION, 160D SURFACE MOUNT, 2" WING, 4'-0" HIGHT, 0110 MONTEREY

HANDRAILS:

HR1 INPRO CORPORATION, 1200 HANDRAIL, 0110 MONTEREY

SHEET WALL PROTECTION:

SWP1 INPRO CORPORATION, PALADIUM RIGID SHEET, 0.060" THICK, 0110 MONTEREY, NO TRIM PIECES

12 24 00 WINDOW SHADES

INPRO CORPORATION, SOLARITY SHADES; SINGLE AND DOUBLE ROLLER SHADES; CLEAR ANODIZED FASCIA HEAD BOX;

BEADED CHAIN: NICKEL

LIGHT FILTERING SHADE FABRIC:

SF1 INPRO CORPORATION, SOLARITY SOLAR SHADES; ARID 3% OPENNESS CHARCOAL/SABLE

BLACK-OUT SHADE FABRIC:

SF2 INPRO CORPORATION, SOLARITY SOLAR SHADES, ICE BLACKOUT PALE KHAKI

12 32 00 MANUFACTURED WOOD CASEWORK

PLASTIC LAMINATE:

PL1 FORMICA 7012-58 AMBER MAPLE

12 36 00 COUNTERTOPS

PLASTIC LAMINATE:

PL2 PIONITE AT650-SD CAVALCADE SOUTH

SOLID SURFACE:

SS1 AVONITE F1-9137 CASABLANCA

SS2 CORIAN BONE

GROMMETS: DOUG MOCKETT 93D DESERT SAND

GENERAL INTERIOR FINISH NOTES:

1. SEE A151 1-4 AND A152 1-2 SHEETS FOR CEILING MATERIAL, TYPE, AND HEIGHT.

2. SEE A101 1-4 AND A102 1-2 SHEETS FOR CORNER GUARD (CG#), CHAIRRAIL (CR#), AND HANDRAIL (HR#) LOCATIONS.

3. SINGLE OR FIRST FINISH TYPE IN NEW ROOM FINISH SCHEDULE COLUMN INDICATES FIELD FINISH IN ENTIRE ROOM. ADDITIONAL FINISH TYPE(S) IN NEW ROOM

FINISH SCHEDULE COLUMN INDICATES ACCENT(S). SEE I100 SERIES SHEETS FOR ACCENT FLOOR AND WALL FINISH TYPE LOCATIONS.

4. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS.

5. ALL REQUESTS FOR SUBSTITUTIONS FOR SPECIFIED ITEMS SHALL BE SUBMITTED IN WRITING; WITH ALTERNATIVE PRODUCT INFORMATION TO THE ARCHITECT

AND WILL BE CONSIDERED ONLY IF DEEMED ACCEPTABLE WITH REGARD TO QUALITY, APPEARANCE AND FUNCTION. REFER TO SPECIFICATIONS FOR PROCEDURE.

6. FOR ITEMS NOT SPECIFIED, ASSUME INTERIOR SELECTIONS WILL BE MADE FROM FULL RANGE OF MANUFACTURER'S STANDARDS INCLUDING PREMIUM COLORS.

7. IF THERE IS A CONFLICT BETWEEN DRAWINGS AND THE SCHEDULE, CONTACT THE ARCHITECT FOR CLARIFICATION.

8. SALVAGE FLOOR, BASE, WALL COVERING AND CEILING TILE FOR REUSE AS NOTED.

9. REPAINT BOTH SIDES OF EXISTING HOLLOW METAL FRAMES - P9, THAT ARE WITHIN THE CONSTRUCTION AREA AND/OR WHEN THEY OCCUR ON A WALL WHERE

EXISTING VINYL WALLCOVERING IS BEING REMOVED.

FLOORING:

1. ALL EXPOSED CONCRETE FLOORS SHALL BE SEALED UNLESS OTHERWISE NOTED, REFERENCE ARCHITECTURAL SPECIFICATIONS.

2. FLOAT FLOORS AS NECESSARY TO PROVIDE FLUSH TRANSITIONS BETWEEN FLOORING MATERIALS. SEE AE501 SHEET FOR FLOOR TRANSITIONS.

3. CENTER ALL FLOORING TRANSITIONS DIRECTLY UNDER THE CENTERLINE OF DOOR IN CLOSED POSITION.

BASE:

1. BASE SHALL BE ROLL GOODS, NOT SECTIONS OR PIECE GOODS.

WALLS:

1. REFER TO THE PAINT SCHEDULE IN THE SPECIFICATIONS FOR THE SPECIFIC PAINT SYSTEM LOCATIONS.

2. WHERE ACCENT PAINTS ARE INDICATED ON THE DRAWINGS, COLOR IS TO EXTEND TO THE LENGTH AND ENDS ON THE INSIDE CORNER WHERE INDICATED.

3. ALL METAL GRILLES, PANELS OR PAINTABLE PROTRUSIONS SHALL BE PAINTED TO MATCH SURFACE ON WHICH THEY OCCUR, UNLESS OTHERWISE NOTED ON

FINISH PLAN OR ELEVATIONS, NOT OUTLET COVERS AND PLATES.

4. WHERE SOFFIT ACCENT PAINT IS IDENTIFIED, COLOR IS TO COVER FACE AND UNDERSIDE OF SOFFIT.

CASEWORK AND MILLWORK:

1. UNEXPOSED INTERIOR SURFACES OF ALL MILLWORK TO BE WHITE MELAMINE, UNLESS OTHERWISE NOTED.

2. COUNTER BRACKET SHALL BE PAINTED TO MATCH ADJACENT CASEWORK COLOR OR WALL COLOR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

EXPAND PRIMARY CARE

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com

FULLY SPRINKLERED

Comm. Number: 5700.16

DECEMBER 4, 2020

585-336

U.S. Department of Veterans Affairs

100% DESIGN SUBMITTAL

Revisions: Date:

CONSULTANT

Architecture | Planning | Interior Design

2224 S. Michigan Ave. | Suite 1400 Chicago, Illinois 60604-2595

(312)-554-1400

65% SUBMITTAL 04/28/2020

project number: 1180742

95% SUBMITTAL 07/24/2020

100% SUBMITTAL 12/04/2020

ADDENDUM 01 04/26/2021

B

IM

/V

A G

L H

S E x p a n d P ri m a ry

C a re /V

A A

R C

H .r v t

/2

/2

:0

:1

P

M

Checker Author

I001

ROOM FINISH SCHEDULE

DWG. 53 OF 148

5700.16 - NEW ROOM FINISH SCHEDULE

FLOOR

NUMBER

ROOM

NUMBER ROOM NAME

FLOOR BASE WAINSCOT WALL

REMARKS REVISIONMATERIAL TYPE MATERIAL TYPE MATERIAL TYPE HEIGHT MATERIAL FINISH FINISH TYPE

00 B001 PIPE BASEMENT CONCRETE - PART OF WALL - - - - CONCRETE - -

00 ST-1 STAIR RAISED RUBBER

DISC

ST1, LND1 4" COVED RUBBER RB1 - - - CONCRETE/CONCRETE

BLOCK

PAINT P1

01 1271 MENTAL HEALTH GROUP

ROOM

RESILIENT SHEET

FLOORING

RSF2 MILLWORK RUBBER

BASE

MRB1 SHEET WALL

PROTECTION

SWP1 4'-4" EXISTING GYPSUM

BOARD

PAINT P1, P6 SHEET WALL PROTECTION ON SOUTH WALL, SEE SHEET I102

FOR PAINT ACCENT LOCATIONS

01 1328 AMBULANCE GARAGE EXISTING - EXISTING - - - - PATCH

EXISTING/CONCRETE

BLOCK AT NEW

PAINT PATCH TO

MATCH

01 1328A CORRIDOR PATCH TO MATCH - 4" COVED RUBBER RB1 - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1 NEW RUBBER BASE AND PAINT ON WALLS WHERE EXISTING

VINYL WALLCOVERING IS REMOVED AS NOTED ON DEMO

PLANS

01 1340 BREAK ROOM/ LOCKERS EXISTING - EXISTING - - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT PATCH TO

MATCH

01 1340A STAFF TOILET EXISTING - EXISTING - EXISTING

CERAMIC WALL

TILE

PATCH TO

MATCH

- PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT PATCH TO

MATCH

01 1344 EXAM ROOM EXISTING - EXISTING - - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT PATCH TO

MATCH

01 1346 CONNECTION LUXURY

RESILIENT TILE

LRT1, LRT2 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1 HANDRAILS, SEE SHEET I101 FOR FLOOR PATTERN

01 1349 WC ALCOVE LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1

01 1359 CLINICAL PHARM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1

01 1360 NURSE WORKROOM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1

01 1363 CLINICAL PHARM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1

01 1365 MENTAL HEALTH OFFICE CARPET TILE CPT1 4" COVED RUBBER RB1 - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1

01 1367 ALCOVE LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1

01 1374 TRIAGE LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1, P4 SEE SHEET I102 FOR PAINT ACCENT LOCATIONS

01 1377 H/W ALCOVE LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1

01 1399 CLINICAL PHARM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1

01 1401 SUB-WAIT LUXURY

RESILIENT TILE

LRT2, LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1, P2 SHEET WALL PROTECTION AT SOUTH AND EAST WALLS, SEE

SHEET I101 FOR FLOOR PATTERN AND SEE SHEET I102 FOR

PAINT ACCENT LOCATIONS

01 1402 EXAM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 3'-2" GYPSUM BOARD PAINT P1, P4 SEE SHEET I102 FOR PAINT ACCENT LOCATIONS

01 1403 EXAM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 3'-2" GYPSUM BOARD PAINT P1, P4 SEE SHEET I102 FOR PAINT ACCENT LOCATIONS

01 1404 EXAM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 3'-2" GYPSUM BOARD PAINT P1, P4 SEE SHEET I102 FOR PAINT ACCENT LOCATIONS

01 1405 EXAM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 3'-2" GYPSUM BOARD PAINT P1, P4 SEE SHEET I102 FOR PAINT ACCENT LOCATIONS

01 1406 EXAM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 3'-2" GYPSUM BOARD PAINT P1, P4 SEE SHEET I102 FOR PAINT ACCENT LOCATIONS

01 1407 EXAM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 3'-2" GYPSUM BOARD PAINT P1, P4 SEE SHEET I102 FOR PAINT ACCENT LOCATIONS

01 1408 TEAMLET

WORKSTATIONS

CARPET TILE CPT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P2 SEE SHEET I102 FOR PAINT ACCENT LOCATIONS

01 1409 MEDICAL EQUIPMENT

STORAGE

LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1

01 1410 STAFF TOILET 12" X 12"

PORCELAIN TILE

POR1 4" X 16" CERAMIC

TILE

CWT1 4" X 16"

CERAMIC TILE

CWT1 5'-4" GYPSUM BOARD EPOXY PAINT/FULL

HEIGHT CERAMIC TILE

AT FIXTURE WALLS

CWT1, EP1 SEE SHEET I102 FOR TILE PATTERN

01 1411 CLEAN UTILITY RESILIENT SHEET

FLOORING

RSF1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD EPOXY PAINT EP1

01 1412 SOILED HOLDING RESILIENT SHEET

FLOORING

RSF1 INTEGRAL SHEET

VINYL

RSF1 SHEET WALL

PROTECTION

SWP1 3'-2" GYPSUM BOARD EPOXY PAINT EP1

01 1413 CONFERENCE ROOM CARPET TILE CPT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P2 SEE SHEET I102 FOR PAINT ACCENT LOCATIONS

01 1414 IT ROOM (VA) CONCRETE - 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1

01 1415 ELECTRICAL ROOM CONCRETE - 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1

01 1416 HSKP. RESILIENT SHEET

FLOORING

RSF1 INTEGRAL SHEET

VINYL

RSF1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD EPOXY PAINT EP1

01 1417 PATIENT TOILET 12" X 12"

PORCELAIN TILE

POR1 4" X 16" CERAMIC

TILE

CWT1 4" X 16"

CERAMIC TILE

CWT1 5'-4" GYPSUM BOARD EPOXY PAINT/FULL

HEIGHT CERAMIC TILE

AT FIXTURE WALLS

CWT1, EP1 SEE SHEET I102 FOR TILE PATTERN

01 1418 PATIENT TOILET 12" X 12"

PORCELAIN TILE

POR1 4" X 16" CERAMIC

TILE

CWT1 4" X 16"

CERAMIC TILE

CWT1 5'-4" GYPSUM BOARD EPOXY PAINT/FULL

HEIGHT CERAMIC TILE

AT FIXTURE WALLS

CWT1, EP1 SEE SHEET I102 FOR TILE PATTERN

01 1495 HALLWAY LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1

01 1496 CORRIDOR LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1, P2 SEE SHEET I102 FOR PAINT ACCENT LOCATIONS

01 1497 CORRIDOR LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1, P2 SEE SHEET I102 FOR PAINT LOCATIONS

01 1498 CORRIDOR LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P2 HANDRAILS, SEE SHEET I101 FOR FLOOR PATTERN AND

SHEET I102 FOR PAINT ACCENT LOCATIONS

01 1499 CORRIDOR LUXURY

RESILIENT TILE

LRT1, LRT2 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1, P2 HANDRAILS, SHEET WALL PROTECTION ON WEST WALL, SEE

SHEET I101 FOR FLOOR PATTERN AND SHEET I102 FOR PAINT

ACCENT LOCATIONS

01 C1-1 CORRIDOR PATCH TO MATCH - 4" COVED RUBBER RB1 - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1 NEW RUBBER BASE AND PAINT ON WALLS WHERE EXISTING

VINYL WALLCOVERING IS REMOVED AS NOTED ON DEMO

PLANS

01 C1-2 CORRIDOR PATCH TO MATCH - PATCH TO MATCH - - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

EXISTING VINYL

WALLCOVERING

PATCH TO

MATCH

01 C1-3 CORRIDOR PATCH TO MATCH - 4" COVED RUBBER RB1 - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1 NEW RUBBER BASE AND PAINT ON WALLS WHERE EXISTING

VINYL WALLCOVERING IS REMOVED AS NOTED ON DEMO

PLANS

01 C1-4 CORRIDOR PATCH TO MATCH - 4" COVED RUBBER RB1 - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1 NEW RUBBER BASE AND PAINT ON WALLS WHERE EXISTING

VINYL WALLCOVERING IS REMOVED AS NOTED ON DEMO

PLANS

01 C1-5 CORRIDOR PATCH TO MATCH - 4" COVED RUBBER RB1 - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1 NEW RUBBER BASE AND PAINT ON WALLS WHERE EXISTING

VINYL WALLCOVERING IS REMOVED AS NOTED ON DEMO

PLANS

01 ST-1 STAIR RAISED RUBBER

DISC

ST1, LND1 4" COVED RUBBER RB1 - - - CONCRETE BLOCK PAINT P1

02 2328 SUB-WAIT LUXURY

RESILIENT TILE

LRT2, LRT1 4" COVED RUBBER RB1 - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1 SEE SHEET I103 FOR FLOOR PATTERN

02 2329 WC ALCOVE LUXURY VINYL

TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT P1

02 2331 IT ROOM (VENDOR) CONCRETE - 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1

02 2335 CHEMOTHERAPY EXISTING - EXISTING - - - - PATCH EXIST/GYPSUM

BOARD AT NEW WALLS

PAINT PATCH TO

MATCH

02 2362 CDE EXISTING - EXISTING - - - - EXISTING GYPSUM

BOARD

02 2364 CDE EXISTING - EXISTING - - - - EXISTING GYPSUM

BOARD

02 2365 CDE EXISTING - EXISTING - - - - EXISTING GYPSUM

BOARD

02 2401 SUB-WAIT LUXURY

RESILIENT TILE

LRT1, LRT2 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1, P3 SEE SHEET I103 FOR FLOOR PATTERN AND SHEET I104 FOR

PAINT ACCENT LOCATIONS

02 2402 PATIENT TOILET 12" X 12"

PORCELAIN TILE

POR1 4" X 16" CERAMIC

TILE

CWT1 4" X 16"

CERAMIC TILE

CWT1 5'-4" GYPSUM BOARD EPOXY PAINT/FULL

HEIGHT CERAMIC TILE

AT FIXTURE WALLS

CWT1, EP1 SEE SHEET I102 FOR TILE PATTERN

02 2403 TELEHEALTH EXAM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1, P4 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2404 TELEHEALTH EXAM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1, P4 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2405 TELEHEALTH EXAM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1, P4 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2406 TELEHEALTH EXAM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1, P4 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2407 TELEHEALTH EXAM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1, P4 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2408 TELEHEALTH EXAM LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 SHEET WALL

PROTECTION

SWP1 4'-4" GYPSUM BOARD PAINT P1, P4 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2409 TELEHEALTH

WORKROOM

LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1

02 2412 HBPC WORKROOM CARPET TILE CPT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P3 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2413 OFFICE (NURSE

MANAGER)

CARPET TILE CPT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P7 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2414 OFFICE (ACOS) CARPET TILE CPT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P7 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2415 RECEPTION CARPET TILE CPT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P5 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2416 OFFICE (TELEHEALTH) CARPET TILE CPT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P7 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2417 OFFICE (HBPC) CARPET TILE CPT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P7 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2418 IT ROOM (VA) CONCRETE - 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1

02 2419 ELECTRICAL ROOM CONCRETE - 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1

02 2420 STAFF TOILET 12" X 12"

PORCELAIN TILE

POR1 4" X 16" CERAMIC

TILE

CWT1 4" X 16"

CERAMIC TILE

CWT1 5'-4" GYPSUM BOARD EPOXY PAINT/FULL

HEIGHT CERAMIC TILE

AT FIXTURE WALLS

CWT1, EP1 SEE SHEET I102 FOR TILE PATTERN

02 2421 STAFF TOILET 12" X 12"

PORCELAIN TILE

POR1 4" X 16" CERAMIC

TILE

CWT1 4" X 16"

CERAMIC TILE

CWT1 5'-4" GYPSUM BOARD EPOXY PAINT/FULL

HEIGHT CERAMIC TILE

AT FIXTURE WALLS

CWT1, EP1 SEE SHEET I102 FOR TILE PATTERN

02 2496 HALLWAY LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P3 HANDRAILS, SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2497 CORRIDOR LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P3 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2498 CORRIDOR LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P3 SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 2499 HALLWAY LUXURY

RESILIENT TILE

LRT1 4" COVED RUBBER RB1 - - - GYPSUM BOARD PAINT P1, P3 HANDRAILS, SEE SHEET I104 FOR PAINT ACCENT LOCATIONS

02 ST-1 STAIR RAISED RUBBER

DISC

ST1, LND1 4" COVED RUBBER RB1 - - - CONCRETE BLOCK PAINT P1

03 3331 PENTHOUSE PEDESTRIAN

TRAFFIC

COATING

PTC1 PART OF WALL - - - GYPSUM BOARD PAINT P1

5700.16 - WINDOW SHADE SCHEDULE

FLOOR

NUMBER

ROOM

NUMBER ROOM NAME QUANTITY MOUNT

CONTROL

LOCATION CLOTH TYPE REMARKS

01 1360 NURSE WORKROOM 2 INSIDE RIGHT LIGHT FILTERING SF1

01 1408 TEAMLET WORKSTATIONS 5 INSIDE RIGHT LIGHT FILTERING/BLACK

OUT

SF1, SF2 NO FASCIA AT CURTAIN WALL

WINDOWS

01 1413 CONFERENCE ROOM 3 INSIDE RIGHT LIGHT FILTERING/BLACK

OUT

SF1, SF2

01 1499 CORRIDOR 5 INSIDE RIGHT LIGHT FILTERING SF1 NO FASCIA AT CURTAIN WALL

WINDOWS

02 2401 SUB-WAIT 2 INSIDE LEFT LIGHT FILTERING/BLACK

OUT

SF1, SF2 NO FASCIA AT CURTAIN WALL

WINDOWS

02 2403 TELEHEALTH EXAM 1 INSIDE RIGHT LIGHT FILTERING/BLACK

OUT

SF1, SF2

02 2404 TELEHEALTH EXAM 1 INSIDE LEFT LIGHT FILTERING/BLACK

OUT

SF1, SF2

02 2405 TELEHEALTH EXAM 1 INSIDE LEFT LIGHT FILTERING/BLACK

OUT

SF1, SF2

02 2412 HBPC WORKROOM 5 INSIDE LEFT LIGHT FILTERING/BLACK

OUT

SF1, SF2 NO FASCIA AT CURTAIN WALL

WINDOWS

02 2414 OFFICE (ACOS) 1 INSIDE LEFT LIGHT FILTERING SF1

02 2415 RECEPTION 1 INSIDE LEFT LIGHT FILTERING SF1

02 2417 OFFICE (HBPC) 1 INSIDE LEFT LIGHT FILTERING SF1

5700.16 - EXISTING ROOM FINISH SCHEDULE

FLOOR

NUMBER

ROOM

NUMBER ROOM NAME FLOOR MATERIAL BASE MATERIAL

WAINSCOT WALL CEILING

REMARKS REVISIONMATERIAL HEIGHT MATERIAL FINISH MATERIAL TYPE

01 1328 AMBULANCE GARAGE EPOXY COATING PART OF WALL - - CONCRETE BLOCK PAINT EXPOSED -

01 1340 BREAK ROOM / LOCKERS VINYL COMPOSITION

TILE

4" COVED RUBBER - - EXISTING GYPSUM

BOARD

PAINT ACOUSTICAL CEILING

TILE

2 X 2

01 1340A STAFF TOILET CERAMIC MOSAIC TILE 6" X 6" CERAMIC TILE 6" X 6" CERAMIC TILE 4'-0" EXISTING GYPSUM

BOARD

PAINT ACOUSTICAL CEILING

TILE

2 X 2

01 1344 EXAM LUXURY RESILIENT TILE 4" COVED RUBBER - - EXISTING GYPSUM

BOARD

PAINT ACOUSTICAL CEILING

TILE

2 X 2

01 1346 EXAM LUXURY RESILIENT TILE 4" COVED RUBBER - - EXISTING GYPSUM

BOARD

PAINT ACOUSTICAL CEILING

TILE

2 X 2

01 1359 MH PSYCHOLOGIST LUXURY RESILIENT TILE 4" COVED RUBBER - - EXISTING GYPSUM

BOARD

PAINT ACOUSTICAL CEILING

TILE

2 X 2

01 1360 NURSE MANAGER LUXURY RESILIENT TILE 4" COVED RUBBER - - EXISTING GYPSUM

BOARD

PAINT ACOUSTICAL CEILING

TILE

2 X 2

01 1362 CDE LUXURY RESILIENT TILE 4" COVED RUBBER - - EXISTING GYPSUM

BOARD

PAINT ACOUSTICAL CEILING

TILE

2 X 2

01 1363 CLINICAL PHARMACIST LUXURY RESILIENT TILE 4" COVED RUBBER - - EXISTING GYPSUM

BOARD

PAINT ACOUSTICAL CEILING

TILE

2 X 2

01 1374 OFFICE CARPET 4" COVED RUBBER - - EXISTING GYPSUM

BOARD

PAINT ACOUSTICAL CEILING

TILE

2 X 2

01 1399 MH SOCIAL WORKER LUXURY RESILIENT TILE 4" COVED RUBBER - - EXISTING GYPSUM

BOARD

PAINT ACOUSTICAL CEILING

TILE

2 X 2

02 2328 SUB-WAIT AREA LUXURY RESILIENT TILE 4" COVED RUBBER - - EXISTING GYPSUM

BOARD

VINYL

WALLCOVERING

ACOUSTICAL CEILING

TILE

2 X 2

02 2335 CHEMOTHERAPY LUXURY RESILIENT TILE 4" COVED RUBBER - - EXISTING GYPSUM

BOARD

PAINT ACOUSTICAL CEILING

TILE

2 X 2

PASSENGER

ELEVATOR

PASSENGER

ELEVATOR

D-4 D-5

DNUP

UP

DN

VOLUNTEER

AREA

MECH.

CHASE

CARPET

CARPET TILE

TILE

MECH

SHAFT

FD

FE FE

FIRE

EQUIP

LO

CK

ER

S

BASEMENT ROOF

BASEMENT ROOF

ELECTRICAL

ROOM

IT ROOM (VA)

SOILED

HOLDING

STAFF TOILET

TEAMLET

WORKSTATIONS

EXAM

EXAM

EXAM

EXAM

EXAM

EXAM

HSKP.

STAIR

ST-1

CONFERENCE

ROOM

MEDICAL

EQUIPMENT

STORAGE

CLEAN

UTILITY

HALLWAY

CORRIDOR

CORRIDOR

SUB-WAIT

CORRIDOR

CORRIDOR

PATIENT

TOILET

PATIENT

TOILET

WC ALCOVE

CONNECTION

REFRESHMENT

ALCOVE

NURSE

WORKROOM

MENTAL

HEALTH

GROUP ROOM

MENTAL

HEALTH

SOCIAL

WORKER

MENTAL

HEALTH

PSYCHOLOGIST

TRIAGE

H/W ALCOVE

CLINICAL

PHARM

CLINICAL

PHARM

CLINICAL

PHARM

MENTAL

HEALTH

OFFICE

ALCOVE

EXAM ROOM

EXAM ROOM

EXAM ROOM

EXAM ROOM

LRT

PLANK

DIRECTION

PLANK

DIRECTION

PLANK

DIRECTION

PLANK

DIRECTION

PLANK

DIRECTION

PLANK

DIRECTION

PLANK

DIRECTION

PLANK

DIRECTION

PLANK

DIRECTION

PLANK

DIRECTION

PLANK

DIRECTION

PLANK

DIRECTION

PLANK

DIRECTION

LRT

LRT

LRT

LRT

LRT

LRT

LRT

LRT

SINGLE

PLANK

BAND

LRT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

EXPAND PRIMARY CARE

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com

FULLY SPRINKLERED

Comm. Number: 5700.16

DECEMBER 4, 2020

585-336

U.S. Department of Veterans Affairs

100% DESIGN SUBMITTAL

Revisions: Date:

CONSULTANT

Architecture | Planning | Interior Design

2224 S. Michigan Ave. | Suite 1400 Chicago, Illinois 60604-2595

(312)-554-1400

65% SUBMITTAL 04/28/2020

project number: 1180742

95% SUBMITTAL 07/24/2020

100% SUBMITTAL 12/04/2020

ADDENDUM 01 04/26/2021

B

IM

/V

A G

L H

S E x p a n d P ri m a ry

C a re /V

A A

R C

H .r v t

/2

/2

:0

:1

P

M

Checker Author

I101

1ST FLOOR INTERIOR FLOOR SPECIAL

PLAN

DWG. 54 OF 148

N

1/8" = 1'-0"I101

1ST FLOOR PLAN INTERIOR FLOOR SPECIAL PLANF1

4'0 8' 12'2'

STAIR 3

UP

DN

STAIR 4

UP

DN

MECH

CHASE

MECH.

SHAFT

CHASE

MECH.

SHAFT

PASSENGER

ELEVATOR

PASSENGER

ELEVATOR

CHASE

FIRST FLOOR ROOF

FIRST FLOOR ROOF

BASEMENT ROOF

BASEMENT ROOF

STAIR

ST-1

ELECTRICAL

ROOM

IT ROOM (VA)

OFFICE

(TELEHEALTH)

OFFICE

(HBPC)

RECEPTION

OFFICE

(NURSE

MANAGER)

OFFICE

(ACOS)

PATIENT

TOILET

TELEHEALTH

EXAM

TELEHEALTH

EXAM

TELEHEALTH

EXAM

TELEHEALTH

EXAM

TELEHEALTH

EXAM

TELEHEALTH

EXAM

2403 HBPC

WORKROOM

TELEHEALTH

WORKROOM

SUB-WAIT

SUB-WAIT

CORRIDOR

CORRIDOR

HALLWAY

STAFF TOILET

STAFF TOILET

HALLWAY

WC ALCOVE

CDE

CDE

CDE

IT ROOM

(VENDOR)

LRT

LRT

EXISTING

PATCH TO

MATCH

PLANK

DIRECTION

P L

A

K

D

IR

E C

T

IO

N

PLANK

DIRECTION

PLANK

DIRECTION

P L

A

E C

T

IO

N

P L

A

E C

T

IO

N

P L

A

E C

T

IO

N

P L

A

E C

T

IO

N

P L

A

E C

T

IO

N P

L A

E C

T

IO

N P

L A

E C

T

IO

N

LRT

LRT

LRT

LRT

LRT

LRT

LRT

LRT

LRT

LRT

LRT

SINGLE

PLANK

BAND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 10

EXPAND PRIMARY CARE

OSCAR G. JOHNSON VA MEDICAL CENTER

325 H STREET,

IRON MOUNTAIN, MI 49801

ARCHITECT/ENGINEER

310 Pine Street | Green Bay, WI 54301 920-432-4865 | www.bernersschober.com

FULLY SPRINKLERED

Comm. Number: 5700.16

DECEMBER 4, 2020

585-336

U.S. Department of Veterans Affairs

100% DESIGN SUBMITTAL

Revisions: Date:

CONSULTANT

Architecture | Planning | Interior Design

2224 S. Michigan Ave. | Suite 1400 Chicago, Illinois 60604-2595

(312)-554-1400

65% SUBMITTAL 04/28/2020

project number: 1180742

95% SUBMITTAL 07/24/2020

100% SUBMITTAL 12/04/2020

ADDENDUM 01 04/26/2021

B

IM

/V

A G

L H

S E x p a n d P ri m a ry

C a re /V

A A

R C

H .r v t

/2

/2

:0

:4

P

M

Checker Author

I103

2ND FLOOR INTERIOR FLOOR SPECIAL

PLAN

DWG. 56 OF 148

N

1/8" = 1'-0"I103

2ND FLOOR PLAN INTERIOR FLOOR SPECIAL PLANF1

ROOM

PROCEDURE

ALCOVE

UTILITY

SOILED

1267A

TOILET

PATIENT

1267B

GARAGE

AMBULANCE

LOCKERS

BREAK RM/

RM

EXAM

WORK RM

NURSE

ROOM

EXAM

RM

EXAM

RM

EXAM

RM

DECON

MEDICATION

UTILITY

SOILED

TOILET

PATIENT

RM

TREATMENT

RM

TREATMENT

ROOM

TREATMENT

MEDICATION

/SECURITY RM.

FIRE ALARM

TOILET

PATIENT

LOBBY

ELEVATOR

TOILET

1224A

ROOM

COAT

OFFICE

PHARMACY

PHARMACY

MAIN

VAULT

MED PREP

SECURE

TOILET

PATIENT

CLERKS

RM

EXAM

WORKRM

NURSE

RM

EXAM

ROOM

EXAM

RM

EXAM

SUPPLY

STERILE

ROOM

EXAM

ROOM

ANTE

1312A

STATION

NURSE

DICTATION

WORKRM

NURSE

RM

EXAM

RM

EXAM

LINEN

CLEAN

HOUSEKEEPING

TOILET

STAFF

ISOLATION

TREATMENT/

TREATMENT

SECURE

TOILET

WOMENS

LAB/EKG

BLOOD DRAW

LAB/EKG

BLOOD DRAW

PT. TOILET

1312B

EQUIPMENT

DISPENSING

OUTPATIENT

CLOSET

HSKPG

ELIGIBILITY

ENROLLMENT &

AREA

WAITING

AREA

CLERK

ELECTRICAL

CONSULTING

PHARMACY

DATA

DATA & PHONE

1218A

EQUIPMENT

ELEVATOR

VESTIBULE

AREA

WAITING

CONSULTING

1218B

CONSULTING

1218C

TRIAGE

STORAGE

WHLCHR

VESTIBULE

MRI

1304A

TOILET

STAFF

1340A

RM

CHANGING

1304C

RM

CHANGING

1304B

VESTIBULE

MRI

ROOM

EXAM

TOILET

PATIENT

ALCOVE

SCALE

TOILET

MENS

STAIR4

STAIR3

ALCOVE

PYXIS

FIRE

EQUIP

LO

CK

ER

S

BASEMENT ROOF

LDRY

CHUT

RM

EXAM

DNUP

UP

DN

VOLUNTEER

AREA

MECH.

CHASE

CARPET

CARPET TILE

TILE

MECH

SHAFT

FD

FE FE

MD

MDMD

MD

F

AHU

RF

EF

CRE

V A

V -1

N

V A

V -1

S

V A

V -1

V A

V -1

V A

V -1

V A

V -1

VAV-1408

VAV-1414

V A

V -1

VAV-1409

VAV-1401

V A

V -1

111111

V A

V -1

V A

V -1

2 2

VAV-1360

VAV-1371

VAV-1365

VAV-1363

VAV-1359

VAV-1374

V A

V -R

V A

V -1

EXISTING

FANCOIL

AC

AC

AC

20x28-UP

24x14-UP

16x12 X=9'-8" 16x10

10"

8" x

12x10

12"

8"8"

20x12 X=9'-4"

18x10

16x12 X=9'-8"

8"2 x

X

18x10 X=9'-5"16x12 X=9'-5"18x10

8"

8"

10" X=9'-6"

8" x1

TB16x16 16x14 16x12 14x12 12x12 10" 8"

24x14 X=8'-4"

16x12 X=9'-8" R X=9'-4"

D

D R D

R

X x

14x10

D

24x14 X=8'-4"

12"

10"

8"

6"

6"

6"

D

D

10"

1409WW-WFD

1411WW-WFD

1412WS-WFD

1412WN-WFD

1411SS-WFD

1411NN

-WFD

1399EE-WCSFD

AD

AD

A D

AD

AD

A D

AD

AD

100 100

S F

-2

S

F -2

S F

-3

SF-240

S F

-2

S

F -2

S F

-3

SB-120

RB-120

E D

-1

SB-120

SK-140

SB-130

S B

-1

SB-120

SB-120

SB-120

SA-60

SB-110

SK-140

SK-200

RB-120

R F

-8

RB-120

RB-120

R B

-1

RB-120

RF-950

RB-185

RF-800

RC-310

RD-480

EB-80

EB-75

EB-100 EB-100

SF-245 SF-245 SF-245 SF-245 SF-240

SA-20

EB-50

SJ-50

RA-50

ED-200

(FILTER)

SB-40

SB-160

RD-500

SC-250 SC-250

SB-140

SB-140

RC-280

SB-130

RB-130

SB-80

RA-80

RA-80

SB-80

SB-80 RA-80

SB-100

X=8'-6"

SK-190

X=8'-6"

215x3

60 60

140 280

180 180

180 EA

70 125

105 EA

105 EA

150 EA

30 30

140 EA

140 EA

100100

100145

145170

HEPA/FAN

24x12 125

RG-E

24x12 125

RG-E

CD-1

12ø 500

CD-1

12ø 500

CD-1

150 - 8∅

180180

22/10

14x8

22∅

16"

12x12 EA-UP

TO 2ND FL

10/8 EA

UP TO

10x10

24x24

24x24

8x8

8x8

12x12

8"

22x18-UP 14x8-DN

2ND FL.

x1

UP TO

EF-66

UP TO

EF-65

UP TO

EE-23

18x10 EXH-DN

12x1212x12

24x24

12x12

24x24

12x12

10x16

16x10

6x

10x10 DN

IN CHASE

8x16

7"AFF

12x12

14x8 x1

12x12

14x10 x1

12x12 6x6 12 x1

12x6

8x8

16x16 UP TO

EF-64 ON ROOF

x1

12x8

8x

24x24

24x24

24x24

12x12

24x24

24x24

6"

EG-1

150 - 24x12

8∅

14x12 UP

12x12

12"

(2)R3

14x12

(1)@12"AFF

(1)@60"AFF

20x16 SA 20x18

RA STACKED

20x16

44x64 UP TO

ROOF

10"

10"

12" X=9'-6"

X

X

10" 10" 10"

20x12 18x12 16x12 12x12

12"

X=9'-10"

22x12 X=9'-10"

8" x

-U

P

40x14-UP

6"

10" X=9'-5"

8"

8"

8" X=9'-7"

8"

8" 6" x

22x10 14x10

8"

10"

10x10 X=9'-7"

10"

10"

12"

8"

40x14

8"

R

R D

R D 24x10 X=9'-5"

D x

X

16x14 X=9'-5"

16x12 X=9'-5"

14x12 X=9'-6"

X

16x10 X=9'-5"

8x8

8x8

6x6

X=8'-3"

X=8'-10"

X=9'-6"

8"

X=9'-8"

R

6"

28x14

8" X=9'-6"

8" X=9'-6"

8" X=9'-7"

26x14 X=9'-5"

20x10 X=9'-5"

12x12

R

4" INTAKE

R

D

10"

10"

12x10 R

MD

12"

10"

10"10"

8"

8"

8"

8"

6"

6"

8" 8"

8"

6"

8"

X=9'-6"

X

X

R

D

6"

8" X=8'-10"

8" X=8'-10"

6" X=8'-9"

8" X=8'-10"

12x10-UP

8x8 x

6x6 X=9'-3" R

4" EXHAUST

x

18x12

R

18x12

MD

18x18

18x10

6"

18x10-DN (DUCT DROPS DOWN

AND RUNS UNDER LOUVER,

CONNECTS TO EXISTING DROP)

EXHAUST FAN

D

6"

10"

8"

8"

NEW VD

8"

8"

6"

8"

6"

8"

10"

8"

AIR CURTAIN

20x14

12" 12" x1

12"

30x14

24x24 24x2424x24

24x24

24x24

24x24

24x24

24x24

24x24

24x24

24x24

24x24

24x24

24x24

24x24

24x2424x24

8" 8" 8"

8"

8"

8" 8" 8" 8"

8"

8" 8"

8"

8"

8"

8"

8"

8"

24x24

8∅

24x12

24x12

12∅

24x24

8"

24x24

24x24

24x24

8x8

12x12

12x12

12x12

24x24

24x24

24x24

24x24

24x24

24x24

24x24 24x24

8"

26x10

24x24

18x10 EXH-DN

F

14x12 14x12

12x14

48x14

/1

16x12 x1

8"

8"

12x8 x1 x1

7"

6"

8"

10" x1 x1 x1

34x14…