S02. 541-23-208_PPG Entrance_BID submittal_Drawings.pdf

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

XX

10'-8"

X

X

XX.X-X

XX

X

1/A101

X

A101

XX

TOILET ACCESSORY TAGXX SIGNAGE TAG

A101

SIM

X

N

PROJECT LOCATION -

2ND LEVEL

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VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

HEAPY ENGINEERING

MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

ARCHITECTURE PLANNING INTERIOR DESIGN

524 FERNWOOD AVENUE

ALTAMONTE SPRINGS, FLORIDA 32701

407.830.6522 P

RDC / JOHN POE ARCHITECTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

THP

STRUCTURAL

100 E. EIGHTH STREET, STE. 300

CINCINNATI, OH 45202

513.241.3222 P

/1

/2

:1

:1

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

COVER SHEET

G001

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

IMPROVE ENTRANCE FROM PATIENT

PARKING GARAGE

10701 EAST BLVD. CLEVELAND, OHIO 44106 PROJECT #: 541-23-208

FINAL CONSTRUCTION

DOCUMENTS

22026.00

S101 FIRST FLOOR SHORING PLAN

G001 COVER SHEET

G100 CODE DATA

G200 PHASING PLAN

AD102 DEMOLITION PLAN - SECOND FLOOR

A101 OVERALL PLAN - SECOND FLOOR

A102 ENLARGED PLAN - SECOND FLOOR

A103 OVERALL PLAN - THIRD FLOOR

A121 REFLECTED CEILING PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A311 WALL SECTIONS

A401 INTERIOR ELEVATIONS

A601 DOOR SCHEDULE & DETAILS

AF101-F INTERIOR FINISHES PLAN

S001 GENERAL NOTES

S102 SECOND FLOOR FRAMING & SLAB PLAN

S301 DETAILS

SR001 EXISTING SECOND FLOOR STRUCTURAL PLAN

SR002 EXISTING PT SLAB AND BEAM CONSTRUCTION

FX102 SECOND FLOOR PLAN - FIRE SUPPRESSION

M100 LEGEND AND INDEX OF DRAWINGS

MD102 HVAC FLOOR PLAN - DEMOLITION

M102 HVAC FLOOR PLAN - NEW WORK

M103 3RD/4TH/ROOF PLANS - NEW WORK

M501 DETAILS

M601 SCHEDULES

M901 CONTROLS

E100 LEGEND AND INDEX OF DRAWINGS

ED102 SECOND FLOOR PLAN - ELECTRICAL DEMOLITION

E101 SECOND FLOOR PLAN - LIGHTING NEW WORK

E201 SECOND FLOOR PLAN - POWER NEW WORK

E202 THIRD FLOOR PLAN - POWER NEW WORK

E301 SECOND FLOOR PLAN - FIRE ALARM NEW WORK

E501 LIGHT FIXTURE DETAIL

E601 ELECTRICAL SCHEDULES & DETAILS

T100 LEGEND AND INDEX OF DRAWINGS

TD101 SECOND FLOOR PARKING GARAGE DEMO

T101 SECOND FLOOR PLAN - TECHNOLOGY

T601 TECHNOLOGY SCHEDULES & DETAILS

DRAWING INDEXVICINITY MAP

GRAPHIC SYMBOLS

GENERAL CONSTRUCTION NOTES

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.).

1. ALL WORK SHALL COMPLY WITH THE LATEST NFPA 101 LIFE SAFETY CODE,

INTERNATIONAL BUILDING CODE, AND OTHER COES AS IDENTIFIED IN VHA

PROGRAM GUIDE PG-18-3, TOPIC 01, CODES, STANDARDS AND EXECUTIVE

ORDERS WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERAN AFFAIRS,

TECHNICAL INFORMATION LIBRRARY WEBSITE.

2. ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE LATEST

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS) AND

DEPARTMENT OF VETERANS AFFAIRS BARRIER FREE DESIGN GUIDE PG-18-13

WHICH CAN BE FOUND ON THE DEPARTMENT OF VETERANS AFFAIRS

TECHNICAL INFORMATION LIBRARY WEBSITE.

3. CONTRACTOR IS RESPONSIBLE TO VISIT THE SITE, EXAMINE AND ACCEPT

EXISTING CONDITIONS PRIOR TO BIDDING. SITE VISITS TO BE COORDINATED

WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

4. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REFINISH, TO MATCH

ADJACENT EXISTING SURFACES, ANY EXISTING MATERIALS TO REMAIN THAT

ARE DAMAGED DURING THE COURSE OF DEMOLITION OR NEW WORK.

5. WHERE REMOVAL OF EXISTING WORK IS REQUIRED FOR INSTALLATION OF

NEW WORK, CONTRACTOR SHALL REPAIR EXISTING CONSTRUCTION TO

REMAIN OR PROVIDE NEW CONSTRUCTION TO MATCH EXISTING ADJACENT

SURFACES TO REMAIN.

6. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL CONDITIONS AND

DIMENSIONS PRIOR TO ORDERING, FABRICATING OR INSTALLING NEW

MATERIALS.

7. CONTRACTOR IS RESPONSIBLE TO VERIFY SIZES OF ALL EQUIPMENT, ETC. TO

BE INSTALLED AS PART OF THIS PROJECT, AND WHERE NECESSARY, MAKE

SPECIAL PROVISIONS TO INSTALL EQUIPMENT THAT IS TOO LARGE TO FIT

THROUGH FINISHED OPENINGS.

8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET ACCESSORIES,

HAND RAILS, BUMPER RAILS, SHELVING, CASEWORK, MOUNTING BRACKETS

AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN THE CONTRACT

DOCUMENTS AND AS RECOMMENDED BY PRODUCT MANUFACTURERS. ALL

WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED.

9. ALL EXPOSED NEW WORK IS TO RECEIVE NEW FINISHES UNLESS

SPECIFICALLY NOTED OTHERWISE. iF NO FINISH IS INDICATED AT A

PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS

INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL

SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE

THE OMISSION OF A PART OR ELEMENT OF A SYSTEM WOULD RESULT IN THE

NON-OPERATION, OR INCORRECT OPERATION OF A SYSTEM, CONTRACTOR

SHALL INCLUDE SAID PART OR ELEMENT AS PART OF THE WORK.

11. ALL PENETRATIONS THROUGH NEW AND/OR EXISTING SMOKE OR FIRE RATED

WALLS SHALL BE SMOKE/FIRE STOPPED AS REQUIRED BY THE RATING OF

THE WALL.

12. FIRE PROTECTION CONTRACTOR'S SPRINKLER DESIGN WILL BE SUBJECT TO

AN INDEPENDENT REVIEW BY A CERTIFIED FIRE PROTECTION ENGINEER

RETAINED BY THE OWNER. THE FIRE PROTECTION CONTRACTOR IS

RESPONSIBLE FOR MAKING ANY REQUIRED CHANGES TO THE DESIGN AS

IDENTIFIED BY THE OWNER'S FIRE PROTECTION ENGINEER AS NECESSARY

FOR COMPLIANCE WITH SPECIFIED NFPA REQUIREMENTS.

13. THE GENERAL CONTRACTOR SHALL OBTAIN A SIGNED HOT WORKS PERMIT

EACH WORKING DAY BEFORE USING OPEN FLAMES, WELDING RODS, AND

TORCHES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS

AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER

PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING

BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT

WORK.

14. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE

STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AT ALL

TIMES.

15. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED

BY THE ARCHITECT OR THE C.O.R. FOR RETENTION, SHALL BECOME THE

PROPERTY OF THE CONTRACTOR AND IT SHALL BE PROPERLY DISPOSED OF.

NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION

ROUTES BEYOND THE AREAS OF WORK.

16. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT

DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT IS

PROVIDED IN THE FINAL CONSTRUCTION.

17. NEW PENETRATIONS IN EXISTING FLOOR, ROOF, AND WALL STRUCTURES

FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO

THAT CRITICAL STRUCTURAL MEMBERS ARE NOT DAMAGED.

Revisions Date

S101 FIRST FLOOR SHORING PLAN

G001 COVER SHEET

G100 CODE DATA

G200 PHASING PLAN

AD102 DEMOLITION PLAN - SECOND FLOOR

A101 OVERALL PLAN - SECOND FLOOR

A102 ENLARGED PLAN - SECOND FLOOR

A103 OVERALL PLAN - THIRD FLOOR

A121 REFLECTED CEILING PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A311 WALL SECTIONS

A401 INTERIOR ELEVATIONS

A601 DOOR SCHEDULE & DETAILS

AF101-F INTERIOR FINISHES PLAN

DN

0-HR Smoke Partition - NFPA 101-8.4

1-HR Smoke Barrier - NFPA 101-8.5

1-HR Fire Barrier - NFPA 101-8.3

2-HR Fire Barrier - NFPA 101-8.3

Means of Egress

Exit Sign

Fire Extinguisher Location

CODE LEGEND

F.E.

Travel Distance to Exit:

Max. Allowable = 400' Actual = 303'

Note: Existing 2 hr. fire separation of occupancies (Storage from

Ambulatory Heath Care) occurs at double egress pair of doors on opposite side of pedestrian bridge.

F.E.

F.E.

BUILDING CODE SUMMARY

Project Name: Improve Entrance From Patient Parking Garage

Project Number: VA# 541-23-208 / RDCJAP# 22026.00

Project Address: Department of Veterans Affairs Medical Center, 10701 East Blvd., Cleveland, Ohio 44106

Project Description: Project scope includes construction of a new 1,100 s.f. entrance to the second floor elevator lobby of the Patient Parking Garage. Existing Elevator Lobby, 430 s.f., to receive new finishes only. Existing elevators to remain in service.

Applicable Codes:

• VA Directives, Design Manuals, Master Specifications, VA National CAD Standard

Application Guide, and other Guidance on the Technical Information Library (TIL) (HYPERLINK "http://www.cfm.va.gov/til/"www.cfm.va.gov/til/)

• 2021 NFPA 101, Life Safety Code (LSC) Chapter 18, et al

• NFPA National Fire Codes, with the exception of NFPA 5000 and NFPA 900

• 2021 International Building Code (IBC), only when specifically referenced in VA Design

Documents

• Occupational, Safety and Health Administration (OSHA) Standards.

• VA Seismic Design Requirements, H-18-8

• Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrier

Free Design Guide (PG-18-13), rev. 11/01/2022

Classification of Building Occupancy:

Storage

Table 7.3.1.2, Occupant Load Factor:

Assembly Use (Fixed Seating): 11 persons

Table A.7.6, Common Path, Dead End, and Travel Distance Limits:

• Storage

• Common path: 50 feet

• Dead end: 50 feet

• Travel distance: 400 feet

Construction Type and Construction Type Limitations:

• Type I (332) construction

• More than 4 stories allowed

Table A.8.2.1.2, Fire Resistance Ratings for Type II Construction:

• Exterior bearing walls, supporting more than one floor, columns or other bearing walls: 3 hour

• Supporting one floor only: 3 hour

• Supporting Roof only: 3 hour

• Interior bearing walls, supporting more than one floor, columns or other bearing walls: 3 hour

• Supporting one floor only: 3 hour

• Supporting Roof only: 2 hour

• Columns, supporting more than one floor, columns or other bearing walls: 3 hour

• Supporting one floor only: 2 hour

• Supporting Roof only: 2 hour

• Beams, Girders, Trusses, and Arches, supporting more than one floor, columns or other bearing walls: 3 hour

• Supporting one floor only: 2 hour

• Supporting Roof only: 2 hour

• Floor/Ceiling assemblies: 2 hour

• Roof Ceiling assemblies: 1.5 hour

• Interior nonbearing walls: 0 hour

• Exterior nonbearing walls: 0 hour

Table A.10.2.2, Interior Finish Classification Limitations:

• Storage

• Exits: Class A or B, I or II

• Exit access corridors: Class A, B or C

• Other spaces: Class A, B or C

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

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A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

CODE DATA

G100

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

N Scale: 1/16" = 1'-0"

CODE PLAN - SECOND FLOOR

Revisions Date

14 15 16 17 18 19 20 23

J

PHASE 2A & 2B

PHASE 3

PHASE 4

LOCATION OF TEMPORARY

CONSTRUCTION BARRIER

MAINTAIN ACCESS TO ELEVATOR

LOBBY DURING PHASE 1

CONTRACTOR STAGING /

LAYDOWN AREA FOR

PHASE 1 & 2

8'-0" CONSTRUCTION

FENCE

TEMPORARY ACCESSIBLE

RAMP UP TO CONCRETE SLAB

• PHASE 1

• RESTRIPE ALL PARKING SPOTS

• PHASE 2A

• CONCRETE TOPPING SLAB

• PHASE 2B

• BUILDING NORTH

• PHASE 3

• BUILDING SOUTH

• PHASE 4

• EXISTING ELEVATOR LOBBY &

STRIPING AT DROP-OFF AREA

BID ITEM DESCRIPTIONS

BID ITEM 2:

1. All work included in BID ITEM 1, BASE BID, except: Delete alteration work in Existing Elevator Lobby 202. Lobby to remain in current state at time of bidding.

BID ITEM 3:

1. All work included in BID ITEM 2, except: Delete all wall protection (WP), crash rail (CR-1), and corner guards (CG-1).

Replace with paint P-1.

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

:3

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

PHASING PLAN

G200

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

N Scale: 1/8" = 1'-0"

PHASING PLAN - SECOND FLOOR

A. Maintain as many existing parking spaces as possible during construction. Perform restriping during weekends and non-peak operating hours.

B. Work in existing elevator lobby to be completed during non-peak operating hours and weekends. Access to skyway bridge from stairs and elevators must be maintained during normal business hours of Monday-Friday 8:00am-6:00pm.

C. Material to be brought to construction site through the parking garage. No space available for lift from ground.

D. All material and waste to be stored in laydown area or offsite. No other sites are available on campus.

PHASING NOTES

Phasing Descriptions

1 23 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2223

A

B C

D E

F G

H

J n9 nA nB nC nD

W

Bid Item 02

76' - 0"

2.53

2.51

2.54

2.66

DEMOLITION LEGEND

Elements to be Demolished

Existing Elements to Remain

20 23

J

W

2.53 2.53

2.57

2.57

2.56

2.55

2.55

2.02

2.02

2.54 2.54 2.54

2.59

2.60

2.61

Bid Item 02

2.04

2.56

2.62

/8

10' - 6" 14' - 6"

8' - 3 1/2"

2.63

2.64

BID ITEM DESCRIPTIONS

BID ITEM 2:

1. All work included in BID ITEM 1, BASE BID, except: Delete alteration work in Existing Elevator Lobby 202. Lobby to remain in current state at time of bidding.

BID ITEM 3:

1. All work included in BID ITEM 2, except: Delete all wall protection (WP), crash rail (CR-1), and corner guards (CG-1).

Replace with paint P-1.

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

:0

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

DEMOLITION PLAN - SECOND

FLOOR

AD102

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

A. Remove all existing items shown with dashed line. Repair to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Remove all existing borrowed lights, doors and hollow metal frames where indicated with dashed line. Unused hardware shall be turned over to Owner. Box hardware before giving to Owner.

C. Remove existing corner guards in areas to be remodeled.

D. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

E. Computer and communication cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above ceiling or in walls of area to be remodeled shall be maintained during demolition/construction process. Coordinate any required changes to these systems with the C.O.R.

F. Prepare walls and floor slabs as required to receive new fininsh materials where existing finish is indicated to be removed.

G. Temporarily remove and store all loose furnishings in the construction area, including but not limited to benches, trash cans, signage, et al.

H. Repair all damage to concrete in work area.

2.02 Existing structure to remain.

2.04 Existing piping to remain. Protect in place during construction.

Coordinate new construction with existing Unistrut supports.

2.51 Remove existing painted parking striping.

2.52 Remove existing painted handicap access symbol.

2.53 Remove existing painted "Reserved for SCI" parking symbol.

2.54 Remove existing concrete bollard.

2.55 Remove existing concrete ramp and topping slab down to

parking deck below. Clean and prep slab for new topping slab structure.

2.56 Remove existing metal handrail.

2.57 Remove existing metal guardrail and concrete sleeve. Repair concrete at all sleeve locations. Cut steel tubes and temporarily support until new post is installed.

2.59 Remove existing suspended grid ceiling structure.

2.60 Remove and reinstall existing wall-mounted fixtures, devices, and signage. Existing wall to be furred out with new metal studs and gypsum board.

2.61 Remove existing carpet. Prep floor slab to receive new floor finish.

2.62 Remove existing steel bollard.

2.63 Remove existing expansion joint.

2.64 Remove existing sleeve at corner of wall. Repair damaged concrete to match existing conditions.

2.66 Remove existing downspout.

PLAN NOTES

GENERAL DEMOLITION NOTES

N Scale: 1/16" = 1'-0"

DEMOLITION PLAN - SECOND FLOOR

N Scale: 1/8" = 1'-0"1

DEMOLITION PLAN - SECOND FLOOR

1 23 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2223

A

B C

D E

F G

H

J n9 nA nB nC nD

676'-3"

676'-0"

9/16" / 12"

676'-6"

32.01

Bid Item 02

/1

32.01

32.0332.03

BID ITEM DESCRIPTIONS

BID ITEM 2:

1. All work included in BID ITEM 1, BASE BID, except: Delete alteration work in Existing Elevator Lobby 202. Lobby to remain in current state at time of bidding.

BID ITEM 3:

1. All work included in BID ITEM 2, except: Delete all wall protection (WP), crash rail (CR-1), and corner guards (CG-1).

Replace with paint P-1.

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

:0

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

OVERALL PLAN - SECOND FLOOR

A101

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. All partitions shall be type 'S1.0' unless noted otherwise.

E. Coordinate location of all new core drilling with existing post tension reinforcing using ground penetrating radar prior to setting location of walls . Notify VA and architect of any discrepancies caused by existing conditions.

32.01 Energy absorbing traffic bollard.

32.03 New painted parking striping.

PLAN NOTES

GENERAL NOTES

N Scale: 1/16" = 1'-0"

SECOND FLOOR PLAN

18 19 20 23

J

Elevator Equipment

Stair 'D'

B

A301

A301

A301

S3.0

S3.0

S1.0

S2.0

S1.0

S4.0

S4.0

S4.0

Vestibule

Wheelchairs

Storage

Storage

2' - 7 1/2"

2.02

2.02

2.02

S5.0

S1.0

A

14' - 9 1/2" 6' - 2 1/2" 7' - 8 3/4" 22' - 6 1/4"

2"

78.2°

101.8°

' - 0 3/4"

7/8"

' - 6"

7/8"

208A

A

3/ A

2/A201

1/A

4/A201

Lobby

E1.0

E1.0

E1.1

E1.1

E1.0

E1.1

/4

/4

676'-0"

676'-3"

676'-6"

9/16" / 12" 5 /1

11' - 2"

24' - 3 1/2"

7' - 0"

14' - 6 1/4"

6'-0"

14'-6"

6'-0"

101.8°

Bid Item 02

5' - 0" 6' - 8"

45.0°

10.40

'-0

E1.0

2.04

32.01

11.31

32.01

5.22

5.22

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

7' - 0"

' - 0"

S3.0S3.0

S3.0

S3.0

7.88

S3.0

S3.0

S3.0

S2.0

A102

A102

S3.0

A102

Sim

11' - 9 3/8" 9' - 2 5/8"

A401

A

A

A L

IG

N

56' - 11 3/4"

6' - 0 5/8"

8' - 11"

/8

/8

/2

7.8613

A401

A

A

A401

A401

A401

A401

A401

AF101-F

Elevator Lobby

A103

3.11

3.11

3.11

7.25

5.22

5.21

10.41

2.06

"ALIGN S1.0

E1.0

S2.0

S2.0

S4.1

S4.0

S4.1

S4.1

31' - 6 3/4" 20' - 10"

/8

/4

/4

5/A201

Corridor

204A

S2.0

' - 0"

E1.0

7.14

9.21

5.06

7.16

7.17

7.41

6.19

EXTERIOR

NON-RATED

FREE-STANDING

STRUCTURE ABOVE

FIN. CEILING

FLOOR SLAB

S1.0

INTERIOR

NON-RATED

FREE-STANDING

4 7/8"

9.219.21

9.02

7.13

7.82

9.04

S2.0

9.21

9.02

7.13

7.82

7.16

4 1/4"

9.04

INTERIOR

NON-RATED

FREE-STANDING

S4.0

9.21

7.12

7.16

2 5/8"

9.15

9.07

INTERIOR

NON-RATED

FURRING

S3.0

1 1/2"

9.05

9.21

INTERIOR

NON-RATED

FURRING

2.06

7.19

7.43

7.86

E1.0 2"

2.06

S2.0

S1.0

7.19

8.23

7.86

S4.1

9.21

8.23

2 5/8"

9.15

INTERIOR

NON-RATED

FURRING

S4.0 Below

S5.0

4 7/8"

9.219.21

9.02

7.82

A .F

.F

9.42

6.03

INTERIOR

NON-RATED

FREE-STANDING

E1.1

7.14

5.06

7.16

7.17

7.41

6.19

EXTERIOR

NON-RATED

FREE-STANDING

BID ITEM DESCRIPTIONS

BID ITEM 2:

1. All work included in BID ITEM 1, BASE BID, except: Delete alteration work in Existing Elevator Lobby 202. Lobby to remain in current state at time of bidding.

BID ITEM 3:

1. All work included in BID ITEM 2, except: Delete all wall protection (WP), crash rail (CR-1), and corner guards (CG-1).

Replace with paint P-1.

JASON

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

:0

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

ENLARGED PLAN - SECOND FLOOR

A102

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. All partitions shall be type 'S1.0' unless noted otherwise.

E. Coordinate location of all new core drilling with existing post tension reinforcing using ground penetrating radar prior to setting location of walls . Notify VA and architect of any discrepancies caused by existing conditions.

2.02 Existing structure to remain.

2.04 Existing piping to remain. Protect in place during construction.

Coordinate new construction with existing Unistrut supports.

2.06 Existing storefront system to remain. Clean oxidation from storefront.

3.11 Broom finish and sealant. Basis of Design: H&C Clarishield Natural Look Sealer.

5.06 3-5/8" cold formed metal framing @ 16" O.C. See Structural Drawings.

5.21 1-1/2" ID stainless steel handrail.

5.22 1-1/2" ID painted steel handrail. Dark grey color to match existing railings.

6.03 2x wood blocking.

6.19 5/8" exterior glass mat gypsum board sheathing. Seal all joints.

7.12 Rigid thermal wall insulation, R-12 min.

7.13 Batt thermal wall insulation. R-11 min.

7.14 Batt thermal wall insulation. R-19 min.

7.16 Vapor barrier. Seal all joints and penetratons.

7.17 Air and moisture barrier. Lap air and moisture barrier over thru-wall flashing.

7.19 2" multi-faced, silicone-coated, precompressed expansion joint.

7.25 Replace downspout with PVC pipe and route to new secondary roof drain wall outlet.

7.41 2" thick, horizontal, insulated, flat, non-embossed, metal wall panel. Basis of Design: Kingspan Optimo. Color: Light Grey.

7.43 Metal panel closure trim by panel manufacturer. Color to match panel color.

7.82 Continuous acoustic sealant @ non-rated walls / fire-rated sealant @ rated walls each side.

7.86 Fire rated expansion joint cover assembly.

7.88 2" insulated building expansion joint

8.23 Cover this row of glazing with opaque film. Color: Black.

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.04 Slip type deflection track. Install per manufacturer's

recommendations.

9.05 7/8" Z furring channel @ 16" o.c.

9.07 Align with top of existing concrete half wall.

9.15 2" metal 'Z' girt running horizontally @ 24" o.c.

9.21 5/8" Type X gypsum board.

9.42 Provide solid surface cap for half height wall.

10.40 Surface-mounted fire extinguisher cabinet.

10.41 Semi-recessed fire extinguisher cabinet.

11.31 Owner provided and installed bench.

32.01 Energy absorbing traffic bollard.

PLAN NOTES

GENERAL NOTES

N Scale: 1/4" = 1'-0"

ENLARGED SECOND FLOOR PLAN

Room Schedule RM # Name Area

202 Elevator Lobby 424 SF

204 Lobby 618 SF

204A Corridor 45 SF

205 Storage 48 SF

206 Storage 58 SF

207 Wheelchairs 72 SF

208 Vestibule 164 SF

Grand total 1,429 SF

Scale: 1" = 1'-0"

Wall Types

Scale: 1 1/2" = 1'-0"2

PLAN DETAIL

Scale: 1 1/2" = 1'-0"1

PLAN DETAIL

14 15 16 17 18 19 20 2223

B C

D E

F G

J

7.24

1.03

66' - 0"

K

L

M

N

2.657.21

2.09

2.10

2.10

7.22

PPG-2A-Entrance 676'-3"

PPG-2-Second Floor 676'-0"

5.22

3.01

2.02

BID ITEM DESCRIPTIONS

BID ITEM 2:

1. All work included in BID ITEM 1, BASE BID, except: Delete alteration work in Existing Elevator Lobby 202. Lobby to remain in current state at time of bidding.

BID ITEM 3:

1. All work included in BID ITEM 2, except: Delete all wall protection (WP), crash rail (CR-1), and corner guards (CG-1).

Replace with paint P-1.

JASON

H.

ROSS

2118221

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

:1

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

OVERALL PLAN - THIRD FLOOR

A103

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

N Scale: 1/16" = 1'-0"

THIRD FLOOR PLAN

A. All dimensions are taken to face of gypsum wallboard or unit masonry.

B. Edge of all door jambs at hinge side not otherwise indicated are to be 6" from the face of intersecting walls. Edge of all door jambs at strike side not otherwise located are to be 18" minimum from the face of intersecting walls.

C. All wood blocking to be fire retardent treated.

D. All partitions shall be type 'S1.0' unless noted otherwise.

E. Coordinate location of all new core drilling with existing post tension reinforcing using ground penetrating radar prior to setting location of walls . Notify VA and architect of any discrepancies caused by existing conditions.

1.03 Outline of construction on floor below.

2.02 Existing structure to remain.

2.09 Existing roof drain to remain. Protect in place during

construction.

2.10 Existing mechanical equipment to remain. Protect in place during construction.

2.65 Remove existing roofing membrane and tapered roof insulation to deck below as required to install new equipment support curbs. See Mechanical Drawings.

3.01 3" bonded concrete slab. See Structural Drawings.

5.22 1-1/2" ID painted steel handrail. Dark grey color to match existing railings.

7.21 Install and repair existing roof membrane and tapered

insulation around new equipment curbs. Flash and repair around equipment curbs per Manufacturer's recommendations.

7.22 Flash and repair around new pipe penetrations per

Manufacturer's recommendations.

7.24 Install concrete waterproofing system on existing parking deck per manufacturer's recommendations.

PLAN NOTES

GENERAL NOTES

N Scale: 1/8" = 1'-0"

ROOF PLAN

Scale: 1 1/2" = 1'-0"3

HANDRAIL DETAIL

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

2' x 2' Supply Air Diffuser

2' x 1' Return Air Grille

2' x 2' light fixture

2' x 2' acoustical tile ceiling

Gypsum board / soffit -painted P-3

Chain-hung light fixture

Recessed linear light fixture

Linear Supply Air Diffuser

2' x 2' Return Air Grille

Recessed Air Curtain Radiant Ceiling Panel

2' x 1' Exhaust Grille

8'-0"

8'-0"

8'-0"

1.02

ACT-1

9'-6"

Bid Item 02

ACT-1

9.33

5' - 0"

5' - 0"

9.809.80

9.809.80

A121

2.11

' - 0"

1' - 0"

' - 0" 1' - 0"

9.399.39

9.399.39

9.40

9.40

9.40

9.40

.0

ACT-1

7'-10"

8.16

9' - 3"

1.02

1' - 0" 9.41

9.39 9.029.02

9.21

2.02

9.21

9.40

BID ITEM DESCRIPTIONS

BID ITEM 2:

1. All work included in BID ITEM 1, BASE BID, except: Delete alteration work in Existing Elevator Lobby 202. Lobby to remain in current state at time of bidding.

BID ITEM 3:

1. All work included in BID ITEM 2, except: Delete all wall protection (WP), crash rail (CR-1), and corner guards (CG-1).

Replace with paint P-1.

JASON

H.

ROSS

2118221

IO

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

:1

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

REFLECTED CEILING PLAN

A121

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

A. All wood blocking shall be fire retardant.

B. Light fixtures, sprinkler heads, speakers, and HVAC devices shall be located as close as possible to the center of acoustical ceiling panels. Confirm any deviation from this with the Project Engineer.

C. See P, M, E and FP drawings for additional information regarding final information and quantites of fixtures/devices to be installed in ceiling.

D. See Electrical Drawings for lighting specifications.

E. All gypsum board ceilings to be painted P-4 unless noted otherwise.

F. Ceiling height to be 8'-0" AFF, unless noted otherwise.

1.02 No ceiling work this area.

2.02 Existing structure to remain.

2.11 Existing junction box to remain.

8.16 2'-6" x 2'-6" access panel. Paint to match adjacent ceiling.

Verify exact size and location of existing junction box prior to installation.

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.21 5/8" Type X gypsum board.

9.33 Paint the face and underside of the existing gyp. soffit (P-4).

9.39 6" extruded aluminum perimeter trim, finish to match acoustical ceiling grid, color white. Basis of design: Armstrong Axiom Classic Trim.

9.40 Paint all exposed above ceiling areas (P-5).

9.41 Suspended acoustic ceiling tile/grid. See Room Finish

Schedule.

9.80 Paint hatched area of concrete (P-4).

PLAN NOTES

GENERAL NOTES

N Scale: 1/4" = 1'-0"

Reflected Ceiling Plan - Second Floor

Scale: 1 1/2" = 1'-0"2 Ceiling Detail

PPG-2A-Entrance 676'-3"

PPG-3-Third Floor 689'-0"

PPG-2-Second Floor 676'-0"

B

PPG-2B-Elevator Lobby 676'-6"

2.02

2.02

7.41

7.40 7.402.022.02

7.42

7.42

8.26 7.40

8.36

2.02

2.02

5.22

AREA OF WORK

AREA OF WORK

7.48

7.48 7.48

11.31 11.31

7.40

7.41

7.43

7.43 7.43

5.22 5.13

5.14

A301

Sim

FIELD VERIFY

8' - 0"

FIELD VERIFY

8' - 0"

A301

Sim

PPG-2A-Entrance 676'-3"

PPG-3-Third Floor 689'-0"

PPG-2-Second Floor 676'-0"

A301

PPG-2B-Elevator Lobby 676'-6"

8.61

7.40 7.427.42

2.02

2.02

AREA OF WORK

5.01

PPG-2A-Entrance 676'-3"

PPG-3-Third Floor 689'-0"

PPG-2-Second Floor 676'-0"

A301

A301

PPG-2B-Elevator Lobby 676'-6"

7.402.02

2.022.02

7.19

7.19

2.02

2.02

7.427.42

7.427.42

AREA OF WORK

AREA OF WORK

8.61

5.015.02

7.49 2.04

2.052.05

7.40

7.40

7.25

PPG-2A-Entrance 676'-3"

PPG-3-Third Floor 689'-0"

PPG-2-Second Floor 676'-0"

A

PPG-2B-Elevator Lobby 676'-6"

2.05

2.04

2.022.02

2.02

7.41

8.26

2.08

7.48

7.49

7.40

7.42

7.43

AREA OF WORK

32.01

5.22

A301

Sim

PPG-2A-Entrance 676'-3"

PPG-2-Second Floor 676'-0"

5.22

FIELD VERIFY

7' - 0"

FIELD VERIFY

14' - 6"

FIELD VERIFY

7' - 0"

JASON

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

:2

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

EXTERIOR ELEVATIONS

A201

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

Scale: 1/4" = 1'-0"2 North Elevation

Scale: 1/4" = 1'-0"3 East Elevation

Scale: 1/4" = 1'-0"4 South Elevation

Scale: 1/4" = 1'-0"1 West Elevation

KEYNOTES

2.02 Existing structure to remain.

2.04 Existing piping to remain. Protect in place during construction.

Coordinate new construction with existing Unistrut supports.

2.05 Remove and reinstall existing perforated metal screen and frame as required to install new construction. Contractor to store and protect screen during construction activities.

2.08 Existing guardrail to remain.

5.01 New 2" x 2" steel post, welded to existing steel tubes. Post to be supported on 2" x 6" steel plate anchored to concrete deck.

Paint to match existing.

5.02 Existing decorative metal grille to be cut and re-attached to new steel post. Close all open ends of railing.

5.13 30" metal lettering set on standoffs.

5.14 10" metal letters set on standoffs.

5.22 1-1/2" ID painted steel handrail. Dark grey color to match existing railings.

7.19 2" multi-faced, silicone-coated, precompressed expansion joint.

7.25 Replace downspout with PVC pipe and route to new secondary roof drain wall outlet.

7.40 2" thick, horizontal, insulated, flat, non-embossed, metal wall panel. Basis of Design: Kingspan Optimo. Color: Dark Grey

7.41 2" thick, horizontal, insulated, flat, non-embossed, metal wall panel. Basis of Design: Kingspan Optimo. Color: Light Grey.

7.42 Metal panel reveal.

7.43 Metal panel closure trim by panel manufacturer. Color to match panel color.

7.48 Two piece flashing around existing concrete beam. Finish to match metal panel.

7.49 Cut and fit metal panels around existing piping per

Manufacturer's recommendations.

8.26 4-1/2" Aluminum storefront window system. Basis of design:

YKK YES600.

8.36 Automatic sliding entrance door. Basis of design: Assa Abloy SL500 4.5" overhead concealed full breakout narrow stile bi-part sliding door system.

8.61 Prefinished aluminum louver. Color to match metal panel. See Mechanical Drawings.

11.31 Owner provided and installed bench.

32.01 Energy absorbing traffic bollard.

Revisions Date

Scale: 1/4" = 1'-0"5 Handrail Elevation

PPG-1-First Floor 663'-0"

PPG-2A-Entrance 676'-3"

PPG-3-Third Floor 689'-0"

PPG-4-Fourth Floor 702'-4"

PPG-2-Second Floor 676'-0"

Lobby

PPG-2B-Elevator Lobby 676'-6"

A311

PPG-Penthouse 715'-6"

AREA OF WORK

AREA OF WORK

Elevator Lobby

PPG-1-First Floor 663'-0"

PPG-2A-Entrance 676'-3"

PPG-3-Third Floor 689'-0"

PPG-4-Fourth Floor 702'-4"

PPG-2-Second Floor 676'-0"

A311

Vestibule

Lobby

PPG-2B-Elevator Lobby 676'-6"

AREA OF WORK

AREA OF WORK

PPG-1-First Floor 663'-0"

PPG-2A-Entrance 676'-3"

PPG-3-Third Floor 689'-0"

PPG-4-Fourth Floor 702'-4"

PPG-2-Second Floor 676'-0"

A311

A311

Vestibule

Wheelchairs

PPG-2B-Elevator Lobby 676'-6"

AREA OF WORK

JASON

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

:3

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

BUILDING SECTIONS

A301

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

Scale: 1/4" = 1'-0"2

BUILDING SECTION

Scale: 1/4" = 1'-0"3

BUILDING SECTION

Scale: 1/4" = 1'-0"1

BUILDING SECTION

PPG-2A-Entrance 676'-3"

PPG-3-Third Floor 689'-0"

PPG-2-Second Floor 676'-0"

S4.0

S4.1

PPG-2B-Elevator Lobby 676'-6"

E1.1

A311

1B

A311

1A

2.02

2.02

3.03

/4

/2

/4

9.02

9.21

PPG-2A-Entrance 676'-3"

PPG-3-Third Floor 689'-0"

PPG-2-Second Floor 676'-0"

PPG-2B-Elevator Lobby 676'-6"

E1.0

A311

2A

2.05

2.042.04

9.41

2.03

2.02

2.02

3.03

A311

1B Sim

/2

/4

PPG-2A-Entrance 676'-3"

PPG-3-Third Floor 689'-0"

PPG-2-Second Floor 676'-0"

PPG-2B-Elevator Lobby 676'-6"

3.01

2.02

/2

/2

/4

E1.0

A311

3A

A311

3B

2.02

9.39

1' - 0"

9.41

PPG-2A-Entrance 676'-3"

PPG-2-Second Floor 676'-0"

E1.0

2.03

7.65

7.43

7.17

/8

6.06

2.02

7.43

7.81

S4.1 E1.1

9.04

7.46

S4.1 E1.1

2.02 S4.0

7.43

7.62

7.17

PPG-2A-Entrance 676'-3"

PPG-3-Third Floor 689'-0"

PPG-2-Second Floor 676'-0"

PPG-2B-Elevator Lobby 676'-6"5/16" / 12"

9.28

9.41

3.04

2.022.02

2.02

2.06

2"

7.86

8.23

9.66

9.65

PPG-2A-Entrance 676'-3"

PPG-2-Second Floor 676'-0"

E1.0

2.02

3.01

7.43

7.17

7.62

E1.0

2.02

9.04

7.46 7.43

7.81

JASON

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VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

:3

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

WALL SECTIONS

A311

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

2.02 Existing structure to remain.

2.03 Existing wall to remain.

2.04 Existing piping to remain. Protect in place during construction.

Coordinate new construction with existing Unistrut supports.

2.05 Remove and reinstall existing perforated metal screen and frame as required to install new construction. Contractor to store and protect screen during construction activities.

2.06 Existing storefront system to remain. Clean oxidation from storefront.

3.01 3" bonded concrete slab. See Structural Drawings.

3.03 Taper concrete slab at garage perimeter.

3.04 Concrete ramp. See plan for slopes.

6.06 2x preservative-treated wood blocking.

7.17 Air and moisture barrier. Lap air and moisture barrier over thru-wall flashing.

7.43 Metal panel closure trim by panel manufacturer. Color to match panel color.

7.46 Allow for deflection at metal panel closure channel. Install per Manufacturer's recommendations.

7.62 Metal flashing.

7.65 Metal flashing to match existing cap flashing. Tie new flashing into existing flashing to remain per SMACNA recommended details.

7.81 Continuous sealant over backer rod.

7.86 Fire rated expansion joint cover assembly.

8.23 Cover this row of glazing with opaque film. Color: Black.

9.02 3 5/8" non-structural metal framing @ 16" o.c.

9.04 Slip type deflection track. Install per manufacturer's

recommendations.

9.21 5/8" Type X gypsum board.

9.28 Gypsum board ceiling. See Room Finish Schedule for finish.

9.39 6" extruded aluminum perimeter trim, finish to match acoustical ceiling grid, color white. Basis of design: Armstrong Axiom Classic Trim.

9.41 Suspended acoustic ceiling tile/grid. See Room Finish

Schedule.

9.65 Gypsum board 'F' reveal. Finish to match existing storefront.

Hold reveal tight to face of vertical storefront members.

9.66 Expansion material to fill gap between storefront glazing and metal stud framing. Hold material back from exposed edge of ceiling.

SECTION NOTES

Scale: 1" = 1'-0"1

WALL SECTION

Scale: 1" = 1'-0"2

WALL SECTION

Scale: 1" = 1'-0"3

WALL SECTION

Scale: 1 1/2" = 1'-0"2A

DETAIL

Scale: 1 1/2" = 1'-0"1B

DETAIL

Scale: 1 1/2" = 1'-0"1A

DETAIL

Scale: 1" = 1'-0"4

WALL SECTION

Scale: 1 1/2" = 1'-0"3A

DETAIL

Scale: 1 1/2" = 1'-0"3B

DETAIL

XX

XX

X

Toilet Accessory

Equipment

Signage

Keynote

Material Finish

SYMBOL LEGEND

8"

1' - 0"

3' - 0"

Note: Flush valve located on accessible side

6"

1' - 6"

B

A

M

IN

D

C

MIN.

7"

H

T o D is p e n s e r

O p e n in g

A D c c e s s ib le

T o

O p e ra b le

M e c h a n is m

" 4

G

K

J

M

Finish Floor

WP-1

P-4/WP-3 CR-1RB-1 10.01 CG-1

P-1

BUTT JOINT

CG-1

CG-1

1' - 2" 3' - 8" 1' - 2"

11.36

P-4

EQ. 4' - 0" 4' - 0" EQ.

BUTT JOINT

10.41

CR-1

8.17

WP-2 RB-1

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 2' - 1 3/8"

P-1

WP-1

RB-1

EG-1

OPEN

P-1

WP-1

RB-1

CG-1

5.21

8.17

WP-1

RB-1

CR-1

P-1

P-1

WP-1

CR-1

RB-1

EG-1

OPEN

P-1

WP-1

RB-1

CR-1

OPEN

OPEN

5' - 4 3/4" + -

SS-1

WP-1

RB-1 CR-1

CG-1

P-1

WP-1RB-1

P-1

CG-1

WP-1

RB-14

OPEN

OPEN SS-1

WP-1

CR-1

RB-1 4

CG-1

P-1

CG-1

WP-1

RB-1

BID ITEM DESCRIPTIONS

BID ITEM 2:

1. All work included in BID ITEM 1, BASE BID, except: Delete alteration work in Existing Elevator Lobby 202. Lobby to remain in current state at time of bidding.

BID ITEM 3:

1. All work included in BID ITEM 2, except: Delete all wall protection (WP), crash rail (CR-1), and corner guards (CG-1).

Replace with paint P-1.

JASON

H.

ROSS

2118221

IO

HO

FOET

A T

S

R E G I S

E T

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ED RA

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E C T

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

:4

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

INTERIOR ELEVATIONS

A401

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

TOILET ACCESSORIES SCHEDULE

MARK DESCRIPTION MODEL #

PROVIDED

BY

INSTALLED

BY

O W

N E

R

C O

N T

R A

C T

O R

O W

N E

R

C O

N T

R A

C T

O R

A Grab Bar - 18" Length B-6806 X 18 X X

B Grab Bar - 42" Length B-6806 X 42 X X

C Grab Bar - 36" Length B-6806 X 36 X X

D Toilet Tissue Dispenser -- X X

G Paper Towel Dispenser -- X X

H Mirror - 24" x 36" B-290 2436 X X

J Soap Dispenser -- X X

K SAINTARY WASTE DISPENSOR B-5270

Scale: 1/4" = 1'-0"

Typical Mounting Heights - Toilet Accessories

1011 9

13 12141517

5.21 1-1/2" ID stainless steel handrail.

8.17 Push button door actuator.

10.01 1/8" thick acrylic lettering, contractor provided/installed.

10.41 Semi-recessed fire extinguisher cabinet.

11.36 Owner provided and installed equipment. See Electrical and Plumbing Drawings.

KEYNOTES

SEE PLAN

1/2" 1/2"

H1

J1

8.02

9.21

9.82

8.02

9.09

9.21

9.82

9.08

7.82

7.82 1/2" 1/2"

2"

SEE

SCHED. 2"

S E

E S

C H

E D

U L E

1 3/4" SEE SCHEDULE 1 3/4"

S E

E S

C H

E D

U L E

SEE SCHED.

S E

E S

C H

E D

U L E

FFG

8.51

SEE SCHEDULE

S E

E S

C H

E D

U L

E

TYP.

PPG-2A-Entrance 676'-3"

PPG-2-Second Floor 676'-0"

EQ EQ EQ

A

IG-1

IG-1 IG-1

IG-1

J11

A601

S10

A601

H10

A601

IG-1

IG-1

8' - 11 1/8"

J10

A601

PPG-2A-Entrance 676'-3"

PPG-2-Second Floor 676'-0"

24'-3 31/64"

EQEQEQEQEQEQ

B

IG-1

IG-1 IG-1

IG-1 IG-1

IG-1 IG-1

IG-1

J13

A601

S10

A601

H10

A601

IG-1

IG-1

IG-1

IG-1

J12

A601

E1.0

9.04

2.02

9.08

7.82

6.03

7.81

7.43

7.81

7.43

7.62

7.17

8.26 1" 4 1/2"

7.46

4 1/2"

7.81

8.26

7.82

3.01

2.02

8.36

8.26

8.27

/2

S2.0

E1.0

/2

8.26

7.82

7.81

7.43

9.09

S5.0

E1.0

8.26

7.81

7.43

7.82

9.09

PPG-2A-Entrance 676'-3"

F .V

1' - 2" 8.61

J16

A601

H12

A601

/2

E1.0

7.82

8.26

7.81

7.43

9.09

9.21

E1.1

SIM.

8.61

7.81

7.43

9.09 S4.1

7.81

E1.1SIM.

8.61

7.81

7.43

7.62

S4.1

7.81

6.06

JASON

H.

ROSS

2118221

IO

HO

FOET

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E T

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ED RA

C H

TI

E C T

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

:5

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

DOOR SCHEDULE & DETAILS

A601

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

DOOR SCHEDULE

DOOR #

BETWEEN DOOR DESCRIPTION FRAME DESCRIPTION

FIRE

RATING

HDWE

SET REMARKSRM RM TYPE MAT'L

SIZE

TYPE MAT'L HEAD JAMB# W H T

205 204A 205 F WD 1 3'-6" 7'-0" 1 3/4" 1 HM H1 J1 -- 2.0

206 206 204A F WD 1 3'-6" 7'-0" 1 3/4" 1 HM H1 J1 -- 1.0

208A 208 PG FG ALUM 1 14'-0" 6'-10" 2 ALUM H10, SIM J11, J12 -- 3.0 Basis of Design: Assa Abloy SL500

2.02 Existing structure to remain.

3.01 3" bonded concrete slab. See Structural Drawings.

6.03 2x wood blocking.

6.06 2x preservative-treated wood blocking.

7.17 Air and moisture barrier. Lap air and moisture barrier over thru-wall flashing.

7.43 Metal panel closure trim by panel manufacturer. Color to match panel color.

7.46 Allow for deflection at metal panel closure channel. Install per Manufacturer's recommendations.

7.62 Metal flashing.

7.81 Continuous sealant over backer rod.

7.82 Continuous acoustic sealant @ non-rated walls / fire-rated sealant @ rated walls each side.

8.02 Hollow metal frame.

8.26 4-1/2" Aluminum storefront window system. Basis of design: YKK

YES600.

8.27 Aluminum storefront corner mullion.

8.36 Automatic sliding entrance door. Basis of design: Assa Abloy SL500 4.5" overhead concealed full breakout narrow stile bi-part sliding door system.

8.51 1/4" clear tempered glass.

8.61 Prefinished aluminum louver. Color to match metal panel. See Mechanical Drawings.

9.04 Slip type deflection track. Install per manufacturer's

recommendations.

9.08 Metal framing box header.

9.09 Double metal framing at jambs, typ.

9.21 5/8" Type X gypsum board.

9.82 Acoustic insulation.

Scale: 1 1/2" = 1'-0"

H.M. Frame Details

Scale: 1/4" = 1'-0"

H.M. Frame Types Scale: 1/4" = 1'-0"

Door Types

DETAIL NOTES

Scale: 1/4" = 1'-0"

Storefront Elevations

H10

S10

J11J13

Glazing Schedule

Type Mark Description

IG-1 1" Insulated Clear Glazing Unit - Fully Tempered

J10

Scale: 1/4" = 1'-0"

Louver Elevation

J12J16

H12

Scale: 1 1/2" = 1'-0"

Storefront Details

Elevator Equipment

Stair 'D'

CPT-1

Vestibule

Storage

Storage

CG-1

CG-1

CG-1

CPT-2

Wheelchairs

RB-1

Bid Item 02

CPT-1

SC-1

RB-1RB-1

9/16" / 12"

/1

9.44

CG-1 CG-1

CG-1

CG-1

CPT-1

CPT-1

HR-1

CR-1

CR-1

WP-3

9.32

WP-2

Elevator Lobby

6.26

9.60

9.60

10.07

CR-1

WP-1

WP-1

Lobby

CR-1

EG-1

CR-1

CG-1

CR-1

CG-1

CG-1

P-4

10.07

10.07

10.07

AF101-F

Sim

3.11

9.44

SC-1

INTERIOR FINISHES LEGEND

ACOUSTICAL CEILING TILE

TAG: ACT-1

MFG: ARMSTRONG

SERIES: 1935 ULTIMA HEALTHZONE

GRID: 15/16 SQUARE LAY-IN

SIZE: 24" X 24" X 3/4"

COLOR: WHITE

GRID COLOR: WHITE

MODULAR CARPETING

TAG: CPT-1

MFG: MILLIKEN CONTRACT

COLLECTION: OBEX TILE CUT

PATTERN: CUT/FIZZ

COLOR: BLUE

INSTALL: ASHLAR

TAG: CPT-2

MFG: MILLIKEN CONTRACT

COLLECTION: OBEX - CUTX - 11MM

CLOSED SYSTEM

COLOR: BLUE

SEALED CONCRETE

TAG: SC-1

MFG: SHERWIN WILLIAMS

TYPE: ARMORSEAL K1

FINISH: CLEAR

RESILIENT ACCESSORIES

TAG: RB-1

TYPE: RUBBER WALL BASE

MFG: TARKETT-JOHNSONITE

SERIES: MILLWORKS

PROFILE: MANDALAY

COLOR: BLACK

HEIGHT: 6"H

PORCELAIN TILE

TAG: PT-1

MFG: DALTILE

SERIES: WANDERWISE

COLOR: DRIFT

SIZE: 12" X 24"

FINISH: MATTE

GROUT COLOR: SELECTED FROM

MANUFACTURERS FULL RANGE OF

STANDARD COLORS

INSTALL: 30% OFFSET

INTERIOR PAINTS

TAG: P-1 (FIELD WALL PAINT)

MFG: SHERWIN WILLIAMS

COLOR: SW7631 CITY LOFT

TAG: P-2 (HOLLOW METAL DOOR

FRAMES)

MFG: SHERWIN WILLIAMS

COLOR: SW 7030 ANEW GRAY

TAG: P-3 (GYP. CEILING/SOFFIT)

MFG: SHERWIN WILLIAMS

COLOR: SW70007 CEILING BRIGHT

WHITE

TAG: P-4 (ACCENT PAINT)

MFG: SHERWIN WILLIAMS

COLOR: 7604 SMOKEY BLUE

TAG: P-5 (EXPOSED CEILING)

MFG: SHERWIN WILLIAMS

COLOR: SW6258 TRICORN BLACK

WALL PROTECTION

TAG: HR-1

TYPE: ROUND HANDRAIL - STAINLESS STEEL

MFG: INPRO

SERIES: 900SSR

TAG: CG-1

TYPE: CORNER GUARD - STAINLESS STEEL

MFG: INPRO

HEIGHT: FULL HEIGHT X 3" WING

TAG: EG-1

TYPE: CORNER GUARD - STAINLESS STEEL

MFG: INPRO

HEIGHT: FULL HEIGHT X 2" WING

TAG: CR-1

TYPE: CRASHRAIL - STAINLESS STEEL

MFG: INPRO

SERIES: 51SS

HEIGHT: 4"H PROFILE

TAG: WP-1

TYPE: RIGID SHEET VINYL WALL PROTECTION

MFG: INPRO

COLOR: DRIFTWOOD

SIZE: 4' X 8'

TAG: WP-2

MFG: MDC INTERIOR SOLUTIONS

TYPE: FIBERGLASS REINFORCED PLASTIC

SHEET WALL PROTECTION

PATTERN: CUSTOM DIGITAL GRAHPIC

PROVIDED BY MANUFACTURER

SIZE: 4'X8'

TAG: WP-3

MFG: MDC INTERIOR SOLUTIONS

TYPE: FIBERGLASS REINFORCED PLASTIC

SHEET WALL PROTECTION

COLOR: CLEAR

SIZE: 4'X8'

SIMULATED STONE

TAG: SS-1 (WALL CAP)

TYPE: SOLID SURFACE

MFG: CORIAN

COLOR: NUETRAL CONCRETE

Bid Item 03

WALL TILE TO WALL

PROTECTION

9.27

WALL TILE TO FLOOR

TILE

9.34

9.35

9.34

9.34

9.35

WALL TILE TO HOLLOW METAL

DOOR FRAME

9.34

9.35

8.01

AF101-F

AF101-F

AF101-F

Sim

9.21

5.06

9.21

9.21

10.03

9.45

5.065.06

5.06

5.06

5.065.06

9.41

9.219.21

10.03

AF101-F

4"

4"

10.03

10.03

10.02

10.02

10.03

10.03

9.219.21

9.219.21

9.219.21

10.05

5.06

10.05

10.07

10.07

11.36

10.05

9.219.21

10.03

9.21

10.03

10.06

9.41

9.45

10.07

9.21

10.06

BID ITEM DESCRIPTIONS

BID ITEM 2:

1. All work included in BID ITEM 1, BASE BID, except: Delete alteration work in Existing Elevator Lobby 202. Lobby to remain in current state at time of bidding.

BID ITEM 3:

1. All work included in BID ITEM 2, except: Delete all wall protection (WP), crash rail (CR-1), and corner guards (CG-1).

Replace with paint P-1.

JASON

H.

ROSS

2118221

IO

HO

FOET

A T

S

R E G I S

E T

R

ED RA

C H

TI

E C T

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

/1

/2

:1

:1

A

M

IMPROVE ENTRANCE FROM

PATIENT PARKING GARAGE

02/14/2025

INTERIOR FINISHES PLAN

AF101-F

NSJR

541-23-208

Cleveland, Ohio VAMC

PPG

FINAL CONSTRUCTION

DOCUMENTS

22026.00

N Scale: 1/4" = 1'-0"

FINISHES PLAN - SECOND FLOOR

A. Provide resilient or metal transition strip at all flooring material junctures. Material transitions, where applicable, occur at center of door panel Refer to details for typical floor material transitions.

Color selected by architect from manufacturers full range of colors.

B. All gypsum ceilings as well as underside of bulkheads, and soffits to be painted (P-3)..

C. All hollow metal doors and hollow metal frames to be painted both side (P-2).

D. All exposed mechanical grilles, diffusers, metal panels, and trim devices shall be painted to match adjacent wall finish.

E. Where new finishes would match existing finishes, or new finishes are not required, maintain existing finishes where possible during demolition and construction phase for reuse. Patch and match existing finishes where disturbed by construction.

F. All walls to be painted (P-1); unless noted otherwise. Confirm accent paint color and location with architect in field before proceeding with finish work.

G. Fire extinguisher cabinets shall be painted to match adjacent wall surface color.

H. Walls with porcelain tile shall receive metal trim on all outside & inside corners.

J. All interior paint shall be epoxy finish.

K. Finish tag under room name denotes all finishes in room receive said material. Accent surface to be noted otherwise.

L. All porcelain tile shall receive epoxy grout.

M. Center of handrails to be installed 34" A.F.F.

N. Center of crashrails to be installed 16" A.F.F. Coordinate all wall-mounted boxes with crash rail height.

P. All new gyp. interior walls shall receive wall protection (WP-1) 48" A.F.F; unless noted otherwise. Provide 5/8" top cap. Gypsum board above wall protection shall be painted (P-1).

Q. Coordinate heights of wall-mounted boxes and equipment with crash rail and wall protection heights.

GENERAL FINISH PLAN NOTES

3.11 Broom finish and sealant. Basis of Design: H&C Clarishield Natural Look Sealer.

5.06 3-5/8" cold formed metal framing @ 16" O.C. See Structural Drawings.

6.26 Solid surface wall cap (SS-1). Refer to wall type S5.0/A102 for further details.

8.01 Hollow metal door.

9.21 5/8" Type X gypsum board.

9.27 Gypsum board.

9.32 Paint existing gyp. wall (P-1).

9.34 Porcelain tile.

9.35 Metal [stainless steel] edge trim.

9.41 Suspended acoustic ceiling tile/grid. See Room Finish

Schedule.

9.44 Provide stainless steel metal edging around existing door frame where new wall abuts door frame.

9.45 Reslient rubbe wall base (RB-1).

9.60 Provide rubber wall base (RB-1) on all sides of wrapped

column.

10.02 Stainless steel corner guard (CG-1).

10.03 FRP panel (WP-3).

10.05 90 degree mitred outside stainless steel trim piece, 3/4" wing.

Basis of design: Inpro - Palladium - Stainless Steel trim piece.

10.06 5/8" Stainless steel transition trim piece; Basis of design:

Inpro - Palladium - stainless steel trim piece.

10.07 Provide wall protection (WP-1,WP-3) on all gyp. walls at 48"H A.F.F; unless noted otherwise. Provide 5/8" stainless steel top cap. Basis of design to be Inpro - Palladium.

11.36 Owner provided and installed equipment. See Electrical and Plumbing Drawings.

PLAN NOTES

Scale: 12" = 1'-0"2

TILE METAL TRANSITIONS

Scale: 1 1/2" = 1'-0"3 Section Detail

Scale: 1 1/2" = 1'-0"4 Plan Detail

Scale: 6" = 1'-0"5

WALL PROTECTION

(WP-3)…