Attachment 1 - 539-21-211 100_ BID Dwgs_10.28.2021.pdf

DN

DN

DN

EXTERIOR ELEVATION

INTERIOR ELEVATION

SEE A400 SERIES SHEETS

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

SEE SHEET A601

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

XX

X

1/A101

X

A101

XX

TOILET ACCESSORY TAGX SIGNAGE TAG

X

XXX

X

Ludlow Ave.

C lif to n A v e

CINCINNATI

STATE

TECH.

Hopple St.

M.L.K. Dr.

McMillan St.

UNIV. OF

CINCINNATI

W.H.T Rd.

VAMC

3200 VINE ST.

M.L.K. Dr.

V in e

S t.

ZOO

Jefferson A ve.

UNIV.

HOSPITAL

Mitchell Ave.

R ea di ng

R d.

V ic to ry

P kw y.

XAVIER

UNIV.

AREA OF WORK

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3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Department of Veterans Affairs Medical Center

ARCHITECTURE PLANNING INTERIOR DESIGN

3131 NEWMARK DRIVE, SUITE 200

MIAMISBURG, OHIO 45342

937.461.3290 P

JOHN POE ARCHITECTS

HEAPY ENGINEERING

MECHANICAL ELECTRICAL COMMISSIONING TECHNOLOGY

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861

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 LIMITED, INC.

STRUCTURAL

100 E. EIGHTH STREET

CINCINNATI, OH 45202

513.241.3222

LJB, INC.

CIVIL

2500 NEWMARK DRIVE

MIAMISBURG, OH 45342

937.259.5000

TERRACON CONSULTING, INC.

ENVIRONMENTAL

611 LUNKEN PARK DRIVE

CINCINNATI, OH 45226

513.321.5816

/3

/2

:1

:2

P

M

Remodel Front EntranceCOVER SHEET

G001

CVKR

20005.00

539-21-211

Cincinati VAMC

B1

Remodel Front Entrance

3200 Vine Street Cincinnati, OH 45220 PROJECT #: 539-21-211

Jason Reeves - Chief Engineer Josh Schneider - COR

100% CONSTRUCTION

DOCUMENTS

G001 COVER SHEET

G100 CODE DATA

G200 PHASING PLAN

V-001 EXISTING CONDITIONS

CD-101 DEMOLITION PLAN

CS-101 SITE PLAN

C-501 CONSTRUCTION DETAILS

C-502 CONSTRUCTION DETAILS

AD101 DEMOLITION PLAN

A101 FLOOR PLAN

A121 REFLECTED CEILING PLAN

A131 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A311 CANOPY SECTIONS

A611 DOOR SCHEDULE & DETAILS

A612 REVOLVING DOOR

AF101 FINISH SCHEDULE

S001 STRUCTURAL GENERAL NOTES

S101 FOUNDATION PLAN

E001 ABBREVIATIONS, SYMBOLS, GENERAL NOTES & INDEX OF DRAWINGS

E100 PARTIAL FIRST FLOOR PLAN - REMOVALS

E101 PARTIAL FIRST FLOOR PLAN - NEW WORK

E600 SCHEDULES

GENERAL CONSTRUCTION NOTES

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. USE OF THE DUMPSTER LOCATIONS REQUIRES COORDINATION

WITH THE COR AND OTHER ONGOING CONSTRUCTION PROJECTS.

SEE DEMOLITION PLAN FOR DESIGNATED LOCATION.

13. LAYDOWN AREA OUTSIDE OF THE IMMEDIATE AREAS INVOLVED IN

THIS WORK WOULD BE EXTERIOR TO THE BUILDING WITH THE

APPROXIMATE AREA OF THE A POD OR SMALL CONTAINER UNIT.

COORDINATE THE LOCATION OF ITEMS ON THE CAMPUS WITH THE

COR.

14. CONTRACTOR SHALL COORDINATE EMERGENCY VEHICLE ACCESS

AND COMPLIANCE PER VA FIRE PROTECTION DESIGN MANUAL

WITH VA POLICE AND COR DURING CONSTRUCTION.

* 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.

DRAWING INDEX

N N.T.S.Scale:

Vacinity Map

DRAWING INDEX

N Scale: 1" = 80'-0"

Key Plan

Revisions Date

10/28/2021

0-HR Smoke Partition

1-HR Smoke Barrier

1-HR Fire Barrier

2-HR Fire Barrier

Means of Egress

Existing Wall to Remain

New Wall

CODE LEGEND

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3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

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

/3

/2

:1

:2

P

M

Remodel Front Entrance

07/30/2021

CODE DATA

G100

CVKR

20005.00

539-21-211

Cincinati VAMC

B1

Jason Reeves - Chief Engineer Josh Schneider - COR

100% CONSTRUCTION

DOCUMENTS

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

Code Plan

Code: NFPA 101 Life Safety Code (2021 Edition)

Construction Type: Type I (322)

Use Group: Health Care Occupancy

Chapter 4 - General

• 4.4.2.2 -Prescriptive-based life safety design meeting the requirements of Chapters 1 thru 3, Sections 4.5 thru 4.8, and

Chapters 6 thru 43 of this Code shall be deemed to satisfy the provisions of Sections 4.1 and 4.2.

• 4.4.2.3 -Where req’ts in Chapters 11 thru 43 differ from req’ts in Chapters 1 thru 4 and 6 thru 10, the req’ts of Chapters 11 thru

43 shall govern.

• 4.6.1.1 -The authority having jurisdiction (AHJ) shall determine whether the provisions of this Code are met.

• 4.6.10 - Buildings shall be permitted to be occuppied during construction or alterations only where required means of egress and required fire protection features are maintained for the portion occupied or where alternative life safety measures acceptable to the AHJ are in place.

Chapter 6 - Classification of Occupancy and Hazard of Content

• 6.1.11 - Health Care Occupancy (Existing - no change)

• 6.2.2.1 -Hazard classification = Ordinary

Chpater 7 - Means of Egress

• 7.1.10.1 - Means of egress shall be continuously maintained free of all obstructions or impediments to full instant use in the case of fire or other emergency.

• 7.2.1.10.1 - Revolving door assemblies shall comply with all of the following:

(1) New revolving doors shall comply with ANSI / BHMA A156.27 and be installed per mfr. installation instructions

(2) Revolving door wings shall be capable of book-fold or breakout for egress in accordance with BHMA A1569.27

(3) When revolving door wings are collapsed into breakout position, the parallel egress paths formed shall provide an aggregate width of 36 inches

(6) The revolutions per minute of door wings shall not exceed

(b) The values in BHMA A156.27 for new revolving doors

(7) Each revolving door assembly hall have a conforming side-hinged swinging door assembly in the same wall as the revolving door withing 10 ft of the revolving door

• 7.2.1.10.3 - Revolving door assemblies not used as a means of egress component shall have a collapsing force not to exceed 180 lbf applied at a point 3 in. from the outer door edge of the outer wing stile and 40 in. above the floor

• 7.7.1 - Exits shall terminate directly, at a public way or at an exterior exit discharge.

• 7.7.3.2 - Exit discharge shall be marked to make clear the direction of egress travel from the exist discharge to a public way.

• 7.7.3.3 - Stairs and ramps that continue more than one-half story below the level of discharge shall be provided with an approved means to prevent or dissuade occupants from traveling past the level of discharge during an emergency.

Chapter 10 - Interior Finish, Contents, and Furnishings

• Table A.10.2.2 Interior Finish Classification Limitations for Health Care (Existing)

Exit Access Corridors: Class A or B.

Other Spaces: Class A or B.

• 10.2.3.1 - Interior wall and ceiling finish materials shall be classified in accordance with NFPA 286 and comply with 10.2.3.2.

• 10.2.3.1.2 - Materials tested in accordance with 10.2.3.1.1 and complying with 10.2.3.2 shall be considered also to comply with the requirements of Class A, Class B, or Class C in accordance with 10.2.3.3.

• 10.2.3.3 – Wall and Ceiling – Classifications characteristics:

(1) Class A: Flame spread: 0-25; Smoke dev.: 0-450.

(2) Class B: Flame spread: 26-75; Smoke dev.: 0-450.

(3) Class C: Flame spread: 76-200; Smoke dev.: 0-450.

(4) Existing interior finish exempt from smoke dev. criteria.

• 10.2.7.1 – Carpet & carpet-like inteior floor finishes shall comply with ASTM D2859.

Chapter 19 - Existing Health Care Occupancies

• 19.2.2.2.4 - Doors within a required means of egress shall not be equipped with a latch or lock that requires the use of a tool or key from the egress side.

• 19.3.4.1 - Health care occupancies shall be provided with a fire alarm system IAW Section 9.6.

• 19.3.5.1 - Building containing health care occupancies shall be protected throughout by approved, supervised automatic sprinkler systems IAW Section 9.6.

• 19.3.6.2.3 - Corridor walls shall form a barrier to limit the transfer of smoke but are not required to be smoke barriers or smoke partitions.

• 19.7.9.1 - Construction, repair and improvement operations shall comply with 4.6.10.

• 19.7.9.2 - The means of egress in any area undergoing construction, repair or improvements shall be inspected daily for compliance with 7.1.10.1 and shall also comply with NFPA 241.

• 19.7.9.3 - For rehabilitation activities or preparation for rehabilitation activities of a duration not greater than 30 days that do not cause the classification of construction area to be identified as a hazardous areas, flame resistant plastic in accordance with NFPA 701, or equivalent, shall be permitted to be used to separate construction area from other spaces.

Chapter 43 - Building Rehabilitation

• 43.1.2.1 - Any building undergoing repair, renovation, modification, or reconstruction shall comply with both of the following:

(1) Req'ts of the applicable existing occupancy chapters (Chapter 39).

(2) Req'ts of the applicable secton of this Chapter (Sections 43.4 and 43.5).

• 43.4.1 - Renovations & General Req'ts: all new work shall comply with the req'ts of other sections of this Code applicable to existing construction.

• 43.5.1 - Modifications & General Req'ts: all new work shall shall comply with the req'ts of other sections of this Code applicable to new construction.

VA Design Manual: Physical Security & Resiliency Design Manual (January 1, 2021)

Facility Designation: Mission Critical Facility

Section 3.6 - Anti-Ram Rated Vehicle Barriers

• 3.6.2 - Stationary (Passive) anti-ram rated vehicle barriers may be landscaping, hardscaping, structural or a combination.

• 3.6.2.1 - Anit-ram vehicles barriers must be located a the hospital main entrance and lobby entrances.

• 3.6.2.2 - Structural requirements for passive barriers shall comply with section 7.5

Section 3.7 - Parking

• 3.7.3.1 - Straight-line vehicular approaches to a facility must be avoided. Access roads must be configured to prevent vehicles from attaining speeds in excess of 25 mph.

Section 3.8 - Site Lighting

• 3.8.1.4 - Signage and wayfinding must be enhanced by site lighting, providing security by assisting pedestrians and vehicles to locate their destination expeditiously. For signage criteria, refer to VA Signage Design Guide.

Section 4.2 - Public Entrances and Lobbies

• 4.2.5.2 - Facade: All glazing in the lobby area must be laminated glass

• 4.2.5.3 - Doors & Hardware: size, operation & other characteristics shall comply with applicable regulatory requirements (NFPA 101

& VA Program Guide, PG-18-14).

• Glass for entrance & egress dorrs must be laminated

• Entrance doors must be capable of being remotely locked and unlocked from reception desk in main lobby, security control center, or other designated position.

Section 4.3 - Patient Drop-offs

• Patient drop-offs must be located at the primary building entrances or other locations what will provide convenient access to services without hindering the flow of traffic.

• Drop-off canopy is not considered part of the protected building structure when they are structurally independent of the building.

Section 6.3 - Fenestration and Doors

• 6.3.1.1 - all exterior glazing must be laminated.

• Table 6-3 - Glass performance levels: For Mission Critical facilities glass may crack but must remain in the frame.

• 6.3.1.2 - Glass must be restrained within the mullions / frames with a min. 1/2" bite and a min. of 3/8" wide continuous bead of structural silicone adhesive attaching the inner lite of glass to the frame.

• 6.3.1.3 - Mullions / Frames:

• Must be constructed of aluminum and / or steel

• Must sustain deformations no greater than the specified limits per Table 6-4

• 6.3.3 - Doors:

• Must be specified using debris mitigating materials such as laminated glass and heavy guage metal (14-gauge min.)

• The above requirements do not apply to revolving doors however, the glass must be laminated

Section 7.5 - Anti-Ram Resistance

• 7.5.1 - Vehicle barriers must be tested and certified to be capable of stopping a 4,000-pound vehicle at a speed of 30 mph with a max. penetraction distance of 3.3 ft.

• 7.5.1.1 - Performance of anti-ram element must be in accordance with latest edition of ASTM F2656, ASTM F3016 or DOS STD-02.01

• 7.5.1.3 - Passive Barriers must be walls, stationary bollards, cables, or combination of landscape and hardscape that achieves the required anti-ram resistance.

CODE NOTES

Temporary Construction Barrier.

See Wall Types T1.0 & T2.0

Temporary Construction Fence

Existing or work completed in previous phase

Area to be renovated in future phase

Area renovated during indicated phase

PHASING LEGEND

1.05

1.06

1.07

1.08

1.061.06

T2.0

T2.0

T2.0

T1.0

T1.0

T2.0

1.061.06

1.03

1.04

T1.0

T2.0T2.0

1.061.06

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3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

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

/2 /2

:0

:1

P M

Remodel Front Entrance

07/30/2021

PHASING PLAN

G200

CVKR

20005.00

539-21-211

Cincinati VAMC

B1

Jason Reeves - Chief Engineer Josh Schneider - COR

100% CONSTRUCTION

DOCUMENTS

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

Existing Plan

Scale: 1/16" = 1'-0"1.2 Phase 2 Plan

Scale: 1/16" = 1'-0"1.3 Phase 3 Plan

GENERAL PHASING NOTES

A. For temporay partition wall type details see Floor Plan. Temporary partitions are suggested locations. Coordinate final location in field with C.O.R.

B. Verify all conditions in the field prior to fabrication, erection and construction.

C. All asbestos containing material (ACM) must be abated per the direction of the C.O.R. and project specification 017419 and local state and federal regulations. Abatement if required is to be scheduled in appropriate sequence with demolition, new construction and project phasing.

D. Coordinate phase completion and start-up with requirements as set forth by the C.O.R. to maintain daily operations to near as normal as possible.

E. Coordinate location of job dumpster with the C.O.R. so as to disrupt daily operations as little as possible.

F. Coordinate access to all phases of construction, deliveries, and debris removal with the C.O.R. See General Requirements.

G. Temporary door locations and sizes are as required by the General Contractor. Doors will interfere with daily operations as little as possible. Confirm all locations with the C.O.R.

H. Existing HVAC, medical gases, sprinklers and water supply to be maintained throughout as required during each phase of construction.Coordinate phasing with Mechanical and Plumbing contractor.

Support and protect all lines during each phase of construction. See MEP Drawings.

J. Provide and maintain negative air pressure at all construction. Coordinate with HVAC contractor.

See HVAC plans for temporary venting requirements and duct locations.

K. Phasing drawings to be used in conjunction with entire set of construction drawings.

L. Existing power must be maintained throughout as required during each phase of construction.Coordinate phasing with Electrical Contractor. Coordinate power turnover with requirements as dictated by the C.O.R. See Electrical Drawings.

M. Coordinate sequence construction with C.O.R. so that only one side of any corridor in use is obstructed at any one time.

N. Coordinate all operating work hours involving the generation of excessive noise with C.O.R. so as to minimize disturbances to patients. Activities to occur during this time include, but are not limited to saw cutting, jack hammering, hammer drilling and core drilling. If there is any question as to whether an operation should occur during this time the Contractor will contact the C.O.R.

P. All temporary walls to be wall type T1.0 unless otherwise noted. Temporary wall removal to take place after standard operating hours.

Q. Night Work noted to take place after hours to be scheduled between 7:00 PM - 5:30 AM Monday-Friday, all day Saturday and Sunday.

R. Temporary construction wayfinding signs shall be provided and installed by VA. Locations to be coordinated with C.O.R.

S. Contractor shall notify C.O.R. a minimum of two weeks prior to all shutdowns and interruptions during construction.

T. Contractor to coordinate final locations of temporary partitions with existing sprinkler and fire alarm device locations as to comply with spacing requirement per NFPA 13 and NFPA 72 during demolition/construction.

U. Contractor shall coordinate final locations of all temporary construction partitions with existing sprinkler and fire alarm device locations as to comply with the spacing requiredment per NFPA 13 & NFPA 72 during demolition & new construction.

V. Contractor to coordinate with C.O.R. & VA Police for emergency vehicle acess and coompliance per the VA fire Protection Design Manual.

Scale: 1/16" = 1'-0"2.0 Independent Phase Plan

NOTES

1.03 Removal of underground fuel tank shall be scheduled on a 3-day Federal Holiday. Contractor to coordinate with COR.

1.04 Temporary egress for exit stairwell during storefront replacement.

1.05 Temporary main entrance during Phase 2.

1.06 Temporary 7' high min. chain link construction fence - See Civil Drawings.

1.07 Temporary main entrance during Phase 3.

1.08 Temporary sidewalk bridge scaffolding for egress overhead protection during canopy construction in Phase 3.

Scale: 1/16" = 1'-0"1.1 Phase 1 Plan

728.388

CNPT

725.781

CNPT

725.566

CNPT

726.866

CNPT

726.570

CNPT

725.550

MH-3-SAN

726.232

SIGNPB

727.103

HEDGES OC*

RIM 725.38

6" INV = 708.18

12" INV = 707.93

RIM 725.38

12" INV = 701.53 & 707.53

18" INV = 701.62

18" INV = 701.18

INV 701.15

RIM 725.99

8" INV = 702.78

21" INV = 702.89

RIM 725.15

21" INV 701.25

18" INV 701.06

18" INV 700.76

RIM 725.81

12" INV 723.03

18" INV 725.46

18" INV 713.63

DOUBLE CB

RIM 725.15

12" INV 719.53

RIM 724.43

8" INV 723.03

RIM 724.37

8" INV 722.70

8" INV 722.54

DIVIDER WALL WITH

12" HOLE

TOP 723.97

8" INV 721.47

12" INV 715.47

48" INV 715.79

RIM 724.37

12" INV 719.28

12" INV 715.31

EX. MH

TOP 726.75

INV UNKWN.

EX. MH

TOP 728.07

10' INV (W) = 724.75

12" INV (E) = 724.56

EX. CB

TOP 728.07

10' INV (E) = 725.55

CINCINNATI VA HOSPITAL

STOP SIGN

HANDICAP WARNING

STRIP

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC.

CONC.

STOP SIGN

DECORATIVE

BOLLARDS (TYP.)

NO PARKING

SIGN

BENCH

BENCH

BRICK PAVERS

OVERHANG

OVERHANG

- Existing Storm

- Existing Sanitary Sewer

- Existing Electrical

- Existing Water

- Existing Communications

SYMBOL LEGEND

WV

- Storm Manhole

- Catch Basins

- Curb Inletl

- Sanitary Manhole

- Cleanout

- Water Valve

- Water Meter

- Fire Hydrant

- Water Shutoff Valve

-Post

- Telephone Manholel

- Electic Manhole

- Light Pole

- Gas Valve

- Gas Shutoff Valve

- Gas Regulator

-Signs

-Deciduous Tree

-Evergreen Tree

GV

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT Remodel Front Entrance

07/30/2021 JKHPSB

20005.00 539-21-211

Cincinnati VAMC

100% CONSTRUCTION

DOCUMENTS

Revisions Date

Jason Reeves - Cheif Engineer

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 6 7 8 9 10

/1

1/

:1 7:

A

M

B1

FULL SPRINKLERED

Josh Schneider - COR

Office of Construction and Facilities Management

N

EXISTING CONDITIONS

V-001

728.388

CNPT

725.781

CNPT

725.566

CNPT

726.866

CNPT

726.570

CNPT

725.550

MH-3-SAN

726.232

SIGNPB

727.103

HEDGES OC*

CINCINNATI VA HOSPITAL

STOP SIGN

HANDICAP WARNING

STRIP

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC.

CONC.

STOP SIGN

DECORATIVE

BOLLARDS (TYP.)

NO PARKING

SIGN

BENCH

BENCH

BRICK PAVERS

OVERHANG

OVERHANG

UNDERGROUND TANK TO BE REMOVED.

(REFER TO ARCHITECTURAL

DEMOLITION PLAN FOR NOTES)

4 4

- Existing Storm

- Existing Sanitary Sewer

- Existing Electrical

- Existing Water

- Existing Communications

SYMBOL LEGEND

WV

- Storm Manhole

- Catch Basins

- Curb Inletl

- Sanitary Manhole

- Cleanout

- Water Valve

- Water Meter

- Fire Hydrant

- Water Shutoff Valve

-Post

- Telephone Manholel

- Electic Manhole

- Light Pole

- Gas Valve

- Gas Shutoff Valve

- Gas Regulator

-Signs

-Deciduous Tree

-Evergreen Tree

GV

SHEET NOTES

- Bollard to be Removed1

- Water Valve to be Removed and Replaced

- Electric Utility Manhole to be Removed and Replaced

- Neat Saw Cut

- Concrete and Pavement to be Removed

5 - Sign to be Removed

6 - Curb and Gutter to be Removed

- Asphalt Pavement to be Removed for Concrete Forming

7 - Brick Pavers to be Removed

8 - Asphalt to be Removed for Electrical Work

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT Remodel Front Entrance

07/30/2021 JKHPSB

20005.00 539-21-211

Cincinnati VAMC

100% CONSTRUCTION

DOCUMENTS

Revisions Date

Jason Reeves - Cheif Engineer

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 6 7 8 9 10

/1

1/

:1 7:

A

M

B1

FULL SPRINKLERED

Josh Schneider - COR

Office of Construction and Facilities Management

DEMOLITION PLAN

CD-101

24.4'R

26'R

725.550

MH-3-SAN

726.232

SIGNPB

727.103

HEDGES OC*

RIM 725.38

6" INV = 708.18

12" INV = 707.93

RIM 725.38

12" INV = 701.53 & 707.53

18" INV = 701.62

18" INV = 701.18

INV 701.15

RIM 725.99

8" INV = 702.78

21" INV = 702.89

RIM 725.15

21" INV 701.25

18" INV 701.06

18" INV 700.76

RIM 725.81

12" INV 723.03

18" INV 725.46

18" INV 713.63

DOUBLE CB

RIM 725.15

12" INV 719.53

RIM 724.43

8" INV 723.03

RIM 724.37

8" INV 722.70

8" INV 722.54

DIVIDER WALL WITH

12" HOLE

TOP 723.97

8" INV 721.47

12" INV 715.47

48" INV 715.79

RIM 724.37

12" INV 719.28

12" INV 715.31

EX. MH

TOP 726.75

INV UNKWN.

EX. MH

TOP 728.07

10' INV (W) = 724.75

12" INV (E) = 724.56

EX. CB

TOP 728.07

10' INV (E) = 725.55

CINCINNATI VA HOSPITAL

STOP SIGN

HANDICAP WARNING

STRIP

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONC.

CONC.

STOP SIGN

DECORATIVE

BOLLARDS (TYP.)

NO PARKING

SIGN

BENCH

BENCH

BRICK PAVERS

OVERHANG

OVERHANG

4 4

BEGIN NEW FLUSH CURB AT

JOINT WHERE EXISTING

TRANSITION FROM RAISED

CURB TO FLUSH CURB ENDS.

BEGIN TRANSITION FROM EXISTING

CURB AND GUTTER TO NEW FLUSH

CURB AT THE NEAREST JOINT TO THE

CURB INLET CATCH BASIN.

AREA OF PROPOSED TANK

REMOVAL AND ELECTRICAL

UTILITY WORK.

(SEE SHEET E101 FOR DETAILS)

VERIFY UTILITIES PRIOR TO

EXCAVATION OF TANK.

6'

1.75'

6'

2'

BEGIN NEW FLUSH

CURB HERE.

1.75'

INV 725.21'

INV 725.3'

28.3'

.5'

26.3'

INV 725.12'

INV 724.97'

INV 724.74'

NEW CANOPY DRAIN

6" STORM LINE

AT 0.5% SLOPE

NEW CANOPY DRAIN

6" STORM LINE

AT 0.5% SLOPE

NEW CANOPY DRAIN

6" STORM LINE

AT 0.5% SLOPE

6'

NEW WATER LINE

REALIGNMENT

3 1

8'

6' 6'

6' 6'

6'

6'

6'6'6'6'6'6' 6'

8'

8'

- Existing Storm

- Existing Sanitary Sewer

- Existing Electrical

- Existing Water

- Existing Communications

SYMBOL LEGEND

WV

- Storm Manhole

- Catch Basins

- Curb Inletl

- Sanitary Manhole

- Cleanout

- Water Valve

- Water Meter

- Fire Hydrant

- Water Shutoff Valve

-Post

- Telephone Manholel

- Electic Manhole

- Light Pole

- Gas Valve

- Gas Shutoff Valve

- Gas Regulator

-Signs

-Deciduous Tree

-Evergreen Tree

GV

SHEET NOTES

- Proposed Shallow Foundation Security Bollard (See Detail 2 / C501)1

- Proposed Reinforced Conrete Planter Barrier (See Detail 3 / C501)

- Proposed Concrete Curb Flush with Pavement (See Detail 1 / C502)

- Proposed Transition from Curb and Gutter to Flush Curb (See Detail 2 / C502)

- Area of New Concrete Sidewalk & Curb

6 - Confirm Existing Utility Depth

- Proposed Security Bollard (See Detail 1 / C501)

- Area of New Asphalt Pavement

7 - Provide Minimum 12" Asphalt patch adjacent to New Curb

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT Remodel Front Entrance

07/30/2021 JKHPSB

20005.00 539-21-211

Cincinnati VAMC

100% CONSTRUCTION

DOCUMENTS

Revisions Date

Jason Reeves - Cheif Engineer

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 6 7 8 9 10

/1

1/

:1 7:

A

M

B1

FULL SPRINKLERED

Josh Schneider - COR

Office of Construction and Facilities Management

SITE PLAN

CS-101

3rd POST

2nd POST

FRONT POST

PLANTER BOX

FOOTING

3"

4th POST

SIDE PACKER (2)

REAR PACKER

SLIPPER BOX

SLIPPER BOX EXTENSION

FLANGE OF COVER

AGAINST FRONT POST

2 1/4" REF.

IMPACT

DIRECTION

MOUNTING

PLATE

1'-8 7/16"

IMPACT

DIRECTION

1'-4" 5'-1" (COVER)

PLANTER BOX

PLAN VIEW

IMPACT

DIRECTION

1'-4"

1'-4 5/8"

1'-4 1/4" PLANTER TRAY

1'-8 7/16"

ISOMETRIC VIEW

SEE NOTE 6

ON SHEET 2

2'-1 1/8" TYP.

1'-4 3/16" 1'-4 3/16" −GRADE−

3"TYP.

7'-9"

FRONT VIEW

10 1/2"

CONCRETE

3" TYP

3'-5 1/2"

SIDE VIEW

REBAR

2 1/16" 11 5/16"

1'-2 1/2"

4" SID

EW

ALK

3'-1"

2'-11 7/16" (H O

LD

3"

1'-5 1/4" 1'-10"

(C O

VER

2 1/4" R

EF.

1/2"

7'-9"

IMPACT DIRECTION

3'-5 1/2"

4" SID

EW

ALK

10 1/2"

INSTALL DRAWING

38−16 x 1− 1

STAINLESS STEEL

GROUND COVER

SECURITY SCREW

PLANTER−40 SLIPPER BOX EXTENSION

(BY TYMETAL, SEE NOTE 5)

BOLLARD GROUND COVER

CAST IN PLACE

ANCHOR

NOTES:

1. COPY AND DESIGN RIGHT BELONG TO SAFETYFLEX.

2. TESTED TO BSI PAS 68:2010. SIMILAR TO U.S. DOS K-8 AND ASTMF2656-07 M40.

TESTED FOOTING WAS 39 38" WIDE x 90 12" LONG x 7 78" DEEP.

3. BOLLARD IS REMOVABLE IN THIS INSTALLATION.

4. USE 6000 PSI CONCRETE FOR BOLLARD FOOTING.

5. PLACE SLIPPER BOX EXTENSION BEFORE POURING BOLLARD FOOTING.

6. DRAINAGE TO BE FURNISHED & INSTALLED BY INSTALLATION CONTRACTOR.

ISOMETRIC VIEW OF SLIPPER BOX EXT.

PL-40-003-2

Security Bollard, Model R-1009-04

Ø8 5/8 A

CONCRETE IN BOLLARD

38 1/2

4000 PSI CONCRETE FOUNDATION

Ø19 1/4

36" CONCRETE

DEPTH

SECTION A-A MASONRY BLOCKS OR

CHAIRS TO ELEVATE

BOLLARDS OFF SUBGRADE

NOTES: A

· EMBEDMENT DETAILS ARE FOR REFERENCE ILLUSTRATION ONLY. MINIMUM FOUNDATION SIZES DEPEND ON LOCAL SOIL CONDITIONS, WEATHER

CONDITIONS, AND ENGINEERING REQUIREMENTS.

· BOLLARD IS PROVIDED AS SHOWN, WITH PARTS LISTED BELOW. CONCRETE FOUNDATION AND/OR INSTALLATION NOT PROVIDED BY MANUFACTURER.

· THIS DRAWING IS NOT DRAWN TO SCALE. DIMENSIONS PROVIDED HEREIN IS FOR REFERENCE ONLY. PLEASE CONSULT THE MANUFACTURER IF ANY

DIMENSION IS CRITICAL TO YOUR PARTICULAR INSTALLATION.

· RELIANCE FOUNDRY RESERVES THE RIGHT TO AMEND DESIGN AND SPECIFICATIONS WITHOUT PRIOR NOTICE FOR PRODUCT IMPROVEMENT.

PARTS LIST

ITEM

QTY

PART NUMBER

R-1009-04 K4

REBAR 68

DESCRIPTION

BOLLARD R-1009-04 K4

REBAR 1" OD, 68" LENGTH

SPECIFICATIONS:

HEIGHT: 72"

BODY DIAMETER: 19 1/2"

WEIGHT: 420 LBS

MATERIAL: STEEL

CRASH RATING: ASTM F2656-07 M30 P1

K4 RATED FIXED SHALLOW MOUNT BOLLARDS

FIXED BOLLARDS

SELECT DESIRED BOLLARD FINISH:

POWDERCOAT RAL # _________

AS SPECIFIED _______________

SIDE SECTION VIEW

8 5/8"

84"

FRONT SECTION VIEW

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS

FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY

THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

CONCRETE FILLED

BOLLARD

CONCRETE

COMPACTED BACKFILL

DIRECTION OF

IMPACT

F3016 - 8" REMOVABLE SHALLOW MOUNT BOLLARD

INTERNAL LOCKING SECURITY BOLLARDS

SECTION A-A FRONT ELEVATION

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS

FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY

THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

PLAN VIEW

SPECIFICATIONS:

CRASH RATING: ASTM F3016-S30-P1

MATERIAL: 8" A53 PIPE ASTM A36/992 STEEL BEAM A36 STEEL PLATE ASTM A240 STAINLESS STEEL

PERSPECTIVE

SELECT DESIRED SURFACE FINISH:

STD. ZINC RICH PRIMER _____________

OTHER: RAL # __________________

22"

(4 8"

(Ø8 5/8") A

A

8" ASTM A53 PIPE

ASTM A36 STEEL STIFFENER

ASTM A36/992 STEEL BEAM

ASTM A36 STEEL PLATE

ASTM A36 PLATE

ASTM A240 S.S

EMBEDMENT SLEEVE

ASTM A240 S.S

GRADE FLANGE

C-501

C-501

C-501

NTS

SHALLOW FOUNDATION SECURITY BOLLARD DETAIL

NTS

SECURITY PLANTER DETAIL

NTS

SECURITY BOLLARD DETAIL

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT Remodel Front Entrance

07/30/2021 JKHPSB

20005.00 539-21-211

Cincinnati VAMC

100% CONSTRUCTION

DOCUMENTS

Revisions Date

Jason Reeves - Cheif Engineer

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 6 7 8 9 10

/1

1/

:1 7:

A

M

B1

FULL SPRINKLERED

Josh Schneider - COR

Office of Construction and Facilities Management

CONSTRUCTION DETAILS

C-501

CONCRETE SIDEWALK TO BE REMOVED

VARIES

EXISTING ASPHALT PAVEMENT

PAVEMENT TO BE REMOVED TO ALLOW ENOUGH ROOM

TO PROPERLY FORM NEW CONCRETE SIDEWALK, CURB,

AND GUTTER.

C-502 NTS

CURB TRANSITION DETAIL 2

C-502 NTS

FLUSH CURB CONSTRUTION ALONG WALK

C-502

CURB CONSTRUCTION ALONG WALK

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT Remodel Front Entrance

07/30/2021 JKHPSB

20005.00 539-21-211

Cincinnati VAMC

100% CONSTRUCTION

DOCUMENTS

Revisions Date

Jason Reeves - Cheif Engineer

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 6 7 8 9 10

/1

1/

:1 7:

A

M

B1

FULL SPRINKLERED

Josh Schneider - COR

Office of Construction and Facilities Management

CONSTRUCTION DETAILS

C-502

2.12

2.12

2.042.04

2.042.04

2.10

Typ.

Typ.

2.152.15

2.152.15

2.152.15

2.07

2.13 2.14

2.14

2.13

2.16

2.18

2.172.172.21

J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

E T

R E D

R A

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TI

E

CT

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

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

/3

/2

:2

:0

P

M

Remodel Front Entrance

07/30/2021

DEMOLITION PLAN

AD101

CVKR

20005.00

539-21-211

Cincinati VAMC

B1

Jason Reeves - Chief Engineer Josh Schneider - COR

100% CONSTRUCTION

DOCUMENTS

GENERAL DEMOLITION NOTES

A. Remove all existing partitions shown with dashed line. Repair wall and floor finishes 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. See Plumbing, HVAC and Electrical Drawings for removal work associated with those trades.

D. 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.

E. Repair existing walls to match adjacent undisturbed wall where required.

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

G. Remove all abandoned cables and/or other wiring, piping, tubing, etc. serving other areas and functions located above the ceiling.

H. Remove all signage within area of new work. Removed items shall be turned over to Owner.

I. Coordinate demolition with project phasing.

J. Any removed electronic devices, including but not limited to, wireless access points, PA speakers, checkpoint sensors, checkpoint repeaters and checkpoint modems shall be turned over to Owner.

K. Use of dumpster locations requires coordination with the COR and other ongoing cosntruction projects.

L. Location of construction stagging and laydown area requires coordination with the COR.

M. Refer to Phasing Plans for location of temporary construction paritions and fencing.

NOTES

2.04 Existing building overhang to remain. Prep underside of soffit to recieve new paint finish.

2.07 Prep existing concrete floor slab inside revolving to recieve new finishes.

2.10 Remove existing underground fuel tank.

2.12 Remove existing aluminum storefront system.

2.13 Remove existing bollards.

2.14 Remove existing signs

2.15 Remove portion of existing concrete sidewalk requried for new bollards and canopy. See Civil Drawings

2.16 Remove existing push button door actuator and aluminum

post.

2.17 Remove concrete curb.

2.18 Remove portion of asphalt paving necessary for installation of new electric serivce to landscape island. Repair & replace asphalt as required.

2.21 Remove portion of concrete sidewalk necessary for

installation of new electric serivce to landscape island. Repair & replace as concrete as required.

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

For removal of the fuel underground storage tank (UST) system, including closure sampling, analytical testing, and reporting for the Remodel Front Entrance project located at the Cincinnati VA Medical Center (CVAMC) (hereinafter referred to as “site”) the following scope of work is to be completed.

1. The UST system will be closed in general accordance with the Ohio Division of State Fire Marshal Bureau of Underground Storage Tank Regulations (BUSTR), Ohio Administrative Code (OAC) 1301:7-9-12 closure guidance, effective September 1, 2017.

2. Contractor shall subcontract an Ohio-certified UST contractor to remove and dispose of the UST system. This will include, but not limited to, the following

a. Obtain a tank removal permit form state and local agencies, as applicable.

b. Contract with local state certified inspector to observe the removal activities

c. Physically remove of one assumed 6,000-gallon fiberglass UST and ancillary equipment, including cutting, cleaning, and removal from the site.

3. A single UST system, reportedly having contained diesel fuel, will be closed by removal and capping the product piping at the tank cavity.

4. The tank shall be properly vented and tested prior to removal.

5. Once above ground, the UST will be cut open, cleaned, and transported off site for disposal. The disposal of the UST includes any cleaning materials or sludges.

6. Backfill material removed from the tank cavity will be stockpiled on site for sampling purposes; and, closure samples and stockpile samples will be collected by certified contractor with BUSTR requirements and submitted for laboratory analysis under a normal turnaround time (seven working days).

7. If backfill material is determined to be reusable it will be returned to the cavity.

UNDERGROUD STORAGE TANK REMOVAL NOTES

A311 ø 16' - 0"

2.05

32.04

32.03

8.27

9.34

Typ.

Typ.

Typ.

Typ.

Stair

S*1*6

Corridor

C-1-1035

Revolving Door

D*1*1

D-1-1

/A

3/ A

A311

2/A201

/A

S-1-6

C-1-4 A612

32.01

A611

Sim

A611

10.30

10.30

10.30

10.30

10.30

10.30

A611

C*1*4

10.30

5.02

12' - 6"15' - 2"

+/- 4' - 11 5/8"

/4

10.30

32.02

+/- 23' - 6 3/4"

22.08

22.08

W.1-S

V.8-S

T.9-S

T.1-S

T -S

Q.2-S

Q -S

P.2-S

23-S 2423.622.2

P-S

22.16

22.18

22.20

22.322.4

T1.0

9.21

9.02

9.80

9.39

4 7/8"

7.80

7.80

Lobby Side

9.21

9.40

1-HR RATED

FIRE BARRIER

U.L. #U465

T2.0

6.27

9.02

9.80

9.39

5"

7.82

7.82

Exterior Side

9.40

STRUCTURE ABOVE

FIN. CEILING

FLOOR SLAB

J O H N

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3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

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

/2 /2

:0

:4

P M

Remodel Front Entrance

07/30/2021

FLOOR PLAN

A101

CVKR

20005.00

539-21-211

Cincinati VAMC

B1

Jason Reeves - Chief Engineer Josh Schneider - COR

100% CONSTRUCTION

DOCUMENTS

GENERAL NOTES

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. First floor level 100'-0" equals 728'-0".

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

NOTES

2.05 Existing concrete curb to remain, paint Red.

5.02 Prefabricated 6-3/8" x 18" aluminum box beam canopy

column.

6.27 3/4" Exterior grade fire retardant plywood.

7.80 Continuous fire-rated sealant @ rated walls each side.

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

8.27 6" Anodized aluminum storefront window system with insulated laminated glass [IL#1].

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

9.21 5/8" Type X gypsum board.

9.34 Walk-off carpet.

9.39 Fire retardant plastic sheeting sealed to prevent passage of air.

9.40 Paint Temporary partitions to match adjacent walls.

9.80 Acoustic insulation

10.30 No Parking Sign. See SGN-1 Sign Detail.

22.08 Canopy downspout connected to existing storm lines

below grade - See Civil Drawings.

32.01 Steel bollard. See Civil Drawings.

32.02 Planter crash barrier. See Civil Drawings.

32.03 Concrete sidewalk. See Civil Drawings.

32.04 Concrete curb, painted Red. See Civil Drawings.

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

Scale: 1" = 1'-0"

Wall Types

A311

A311

9.199.199.199.19

9.199.199.199.19

6' - 3"6' - 3"

10" 6' - 8" 15' - 2" 12' - 6"

.0

6' - 8" 9' - 6"

5.04

5.02

5.03

5.045.04

5.03 5.02

5.055.055.055.05

5.04

26.0226.02

26.01

26.01

26.01

REFLECTED CEILING PLAN LEGEND

Surface-mounted LED canopy fixture See Electrical Drawings

Recessed Round LED soffit downlight See Electrical Drawings

Recessed Square LED soffit downlight See Electrical Drawings

A311

9.199.199.199.19

9.199.199.199.19

6' - 3"6' - 3"

10" 6' - 8" 15' - 2" 12' - 6"

A311

Sim

26.0226.02

26.01

26.01

" 1

10" 6' - 8" 9' - 6"

5.02

5.04

5.035.03 5.055.05

5.04

5.04

5.055.055.05

5.035.03

5.02 5.04

5.02 5.03

26.0126.01

5.04

10.24

10.36

J O H N

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3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

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

/3

/2

:2

:4

P

M

Remodel Front Entrance

07/30/2021

REFLECTED CEILING PLAN

A121

CVKR

20005.00

539-21-211

Cincinati VAMC

B1

Jason Reeves - Chief Engineer Josh Schneider - COR

100% CONSTRUCTION

DOCUMENTS

N Scale: 1/8" = 1'-0"2 Reflected Ceiling Plan - Deduct #2

GENERAL NOTES

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.

NOTES

5.02 Prefabricated 6-3/8" x 18" aluminum box beam canopy column.

5.03 Prefabricated 6-3/8" wide tapered aluminum box main rafter (18" tapering to 10").

5.04 Prefabricated 5" x 10" aluminum box beam.

5.05 Prefabricated 4" x 8" aluminum box intermediate rafter.

9.19 Paint existing soffit P-1. See Finish Legend.

10.24 Prefabricated non-illuminated aluminum sign. Attach sign to canopy columns.

10.36 Prefabricated illuminated sign mounted to face of canopy structure.

26.01 Light fixture. See Electrical Drawings.

26.02 Revolving door ceiling lighting by door manufacturer.

N Scale: 1/8" = 1'-0"1 Reflected Ceiling Plan

FD

FD

A311

A311

A311

Sim

A311

Sim

:1

:1

3:12

2:12

10.0310.03

10.0422.07

10.04

22.07

7.25

7.25

A311

A311

Sim

:1

:1

3:12

2:12

22.09

10.03

10.03

22.09

7.25

7.25

J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

E T

R E D

R A

C H

TI

E

CT

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

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

/3

/2

:2

:4

P

M

Remodel Front Entrance

07/30/2021

ROOF PLAN

A131

CVKR

20005.00

539-21-211

Cincinati VAMC

B1

Jason Reeves - Chief Engineer Josh Schneider - COR

100% CONSTRUCTION

DOCUMENTS

N Scale: 1/8" = 1'-0"2 Roof Plan - Deduct #2

NOTES

7.25 Continuous flashing along existing building facade & canopy roof edge. See wall flashing detail.

10.03 2-3/4" Translucent, insulated structural sandwich roof panels.

10.04 Snow fence attached to top of roof panels. Supplied and installed with canopy framing.

22.07 Aluminum canopy gutters. Supplied and installed with canopy framing.

22.09 Aluminum trough gutter. Supplied and installed with canopy framing.

Revisions Date

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

10.03

32.01

10.36

10.24

5.015.01

32.02

A611

A611

10.03

8.27

32.01

10.24

5.01

10.36

A311

Sim

A611

A311

10.03

10.36

32.01

5.015.01

J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

E T

R E D

R A

C H

TI

E

CT

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

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

/3

/2

:2

:5

P

M

Remodel Front Entrance

07/30/2021

EXTERIOR ELEVATIONS

A201

CV--

20005.00

539-21-211

Cincinati VAMC

B1

Jason Reeves - Chief Engineer Josh Schneider - COR

100% CONSTRUCTION

DOCUMENTS

NOTES

5.01 Pre-engineered aluminum canopy.

8.27 6" Anodized aluminum storefront window system with insulated laminated glass [IL#1].

10.03 2-3/4" Translucent, insulated structural sandwich roof panels.

10.24 Prefabricated non-illuminated aluminum sign. Attach sign to canopy columns.

10.36 Prefabricated illuminated sign mounted to face of canopy structure.

32.01 Steel bollard. See Civil Drawings.

32.02 Planter crash barrier. See Civil Drawings.

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

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

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

B01-FIRST FLOOR

728' - 0"

B01-SECOND

FLOOR

739' - 11"

A311

A311

Face of Wall to Out of Box Beam

17'-0"

32.01

A311

3.03

3.18

/8

5.04

5.02

26.03

5.03

10.03

10.36

5.04

MB-1-FIRST

FLOOR

728'-0"

SECOND FLOOR

739'-11"

A311

32.01

A311

3.18

9.19

2.04

5.18

26.03

22.08

5.02

5.04

5.03

10.03

5.04

10.36

3.03

/8

10.03

7.05

5.04

10.15

26.03

5.03

7.04

7.34

10.03

5.04

5.03

7.35

5.02

7.40

7.24

7.04

7.63

2.06

10.03

5.04

5.03

5.02

5.03

5.04

5.33

5.32

5.31

10.03

7.47

10.03

7.24

5.03

5.02

5.04

J O H N

A

P O E

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H O

F O

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R EG

IS

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R E D

R A

C H

TI

E

CT

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

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

/2 /2

:0

:2

P M

Remodel Front Entrance

07/30/2021

CANOPY SECTIONS

A311

CVKR

20005.00

539-21-211

Cincinati VAMC

B1

Jason Reeves - Chief Engineer Josh Schneider - COR

100% CONSTRUCTION

DOCUMENTS

NOTES

2.04 Existing building overhang to remain. Prep underside of soffit to recieve new paint finish.

2.06 Existing building brick facade.

3.03 Concrete footing for canopy column foundation. See Structural Drawings.

3.18 New concrete sidewalk & flush curb - See Civil Drawings.

5.02 Prefabricated 6-3/8" x 18" aluminum box beam canopy column.

5.03 Prefabricated 6-3/8" wide tapered aluminum box main rafter (18" tapering to 10").

5.04 Prefabricated 5" x 10" aluminum box beam.

5.18 Prefinished steel downspout gaurd. Paint to match canopy color.

5.31 Mounting plate attached to roof panel.

5.32 Aluminum snow fence bracket attached to mounting plate by canopy manufacturer.

5.33 Snow fence by canopy manufacturer.

7.04 Continuous flexible flashing by canopy manufacturer.

7.05 Prefinished aluminum flashing.

7.24 Aluminum roof flashing by canopy manufacturer.

7.34 Aluminum breakshape gutter by canopy manufacturer.

7.35 Aluminum leader by canopy manufacturer.

7.40 Aluminum downspout. Color to match canopy framing.

7.47 Aluminum trough gutter by canopy manufacturer.

7.63 Metal counterflashing.

9.19 Paint existing soffit P-1. See Finish Legend.

10.03 2-3/4" Translucent, insulated structural sandwich roof panels.

10.15 Prefabricated aluminum raceway sign cabinet mounted to canopy framing.

10.36 Prefabricated illuminated sign mounted to face of canopy structure.

22.08 Canopy downspout connected to existing storm lines below grade - See Civil Drawings.

26.03 Conduit for sign must be concealed and ran inside the cavity of the canopy framing system. No exposed conduit.

32.01 Steel bollard. See Civil Drawings.

Scale: 1/2" = 1'-0"2 Canopy Double Wing Section

Scale: 1/2" = 1'-0"1 Canopy Single Wing Section

Scale: 1 1/2" = 1'-0"5 Sign Detail

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

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

Scale: 1 1/2" = 1'-0"6 Snow Fence Detail

Scale: 1 1/2" = 1'-0"7 Trough Gutter Detail

SEE SCHED.

S E

E S

C H

E D

FG R

S E

E S

C H

E D

U L E

SEE SCHEDULE

5 3/4"

3' - 8 1/2" +/- 4' - 6 3/4"

+/- 13' - 11 1/2" 16' - 2 1/2" +/- 8' - 9"

8.278.64 8.63

+/- 3' - 9 3/4" 3' - 8 1/2" 4' - 0" 2' - 2 3/4"

/8

8.27 8.63 8.27

A611

A611

A611

/4

8.64

A611

OVERALL FACIA DIAMETER

16'-0 7/16"

/2

O V

E R

A L

L F

A C

IA

H

E

IG

H T

/8

/2

/4

/4

7.85 7.90

7.91

A611

A611

8.27

8.63

1 3/4"

/4

6"

8.65

8.29

8.30

/2

9.40

21.02

21.0221.0221.02

21.0221.02

/4

A611

A611

/4

/8

/8

A611

A611

8.27

6"

/2

7.85

7.90

7.91

7.50

6"

/2

7.85

7.90

7.91

7.81 7.81

6"

/2

7.85

7.85

7.90

7.91

A611

A611

A611

/8

/4

A611

+/- 2' - 11" 3' - 6" 2' - 8"

8 1/4"

3' - 6" +/- 4' - 9 1/4"

/8

8.64

8.27

TYP.

S*1*6 C*1*4

8.64

A611

Sim

9.34

9.52

9.34

A611

2 1/2"

8.27

7.91

8.63

/2

/4

2 1/2"

7.85

7.90

7.91

7.81

7.81

8.27

J O H N

A

P O E

IO

H O

F O

E T A T

S

R EG

IS

E T

R E D

R A

C H

TI

E

CT

3131 Newmark Drive, Suite 200 Miamisburg, Ohio 45342 |www.johnpoe.com| 937.461.3290

VA Project No.

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

/3

/2

:2

:1

P

M

Remodel Front Entrance

07/30/2021

DOOR SCHEDULE & DETAILS

A611

AC--

20005.00

539-21-211

Cincinati VAMC

B1

Jason Reeves - Chief Engineer Josh Schneider - COR

100% CONSTRUCTION

DOCUMENTS

DOOR SCHEDULE

DOOR

BETWEEN DOOR DESCRIPTION FRAME DESCRIPTION

FIRE

RATING

HDWE

SET REMARKSRM RM TYPE MAT'L #

SIZE

MAT'L HEAD JAMBW H T

C-1-4 EXT. C*1*4 FG ALUM 1 3'-6" 7'-0" 1 3/4" ALUM - 1.0

D-1-1 C*1*4 D*1*1 R ALUM 1 16'-0" 7'-0" 1 3/4" ALUM - 3.0 Revolving door

S-1-6 S*1*6 EXT. FG ALUM 1 3'-6" 7'-0" 1 3/4" ALUM - 2.0

NOTES

7.50 Aluminum storefront base flashing.

7.81 Continuous sealant over backer rod.

7.85 Structural silicone sealant.

7.90 Setting block [1" x 9/16" x 4"]

7.91 Gasket

8.27 6" Anodized aluminum storefront window system with insulated laminated glass [IL#1].

8.29 1 3/4" thick anodized aluminum bottom rail.

8.30 Anodized aluminum door saddle.

8.63 Storefront door.

8.64 New revolving door. Install according to manufacturer's

recommendations.

8.65 Insulated laminated glass [IL#1].

9.34 Walk-off carpet.

9.40 Paint Temporary partitions to match adjacent walls.

9.52 Aluminum…