Attachment III - Drawings Rev 8-4-25.pdf

CONTRACT OFFICER REPRESENTATIVE DATE

CHIEF OF ENGINEERING DATE

INTERIOR DESIGNER DATE

DEPARTMENT HEAD DATE

CONTRACT SPECIALIST DATE LEAD USER SIGNATURE DATE

CONSTRUCTION ACTIVITY - INFECTION RISK: TYPE B UON.

PATIENT RISK GROUP: VARIES

CLASS OF PRECAUTION MATRIX: TYPE III UON. ICRA TO BE COMPLETED BY VA.

A. REFER TO DRAWINGS, SPECIFICATIONS AND DOOR HARDWARE SCHEDULE

FOR ADDITIONAL INFORMATION.

B. CONFIRM INFECTION CONTROL REQUIREMENTS WITH VA FOR EACH

OPENING LOCATION.

C. PROVIDE TEMPORARY INFECTION CONTROL FIRE RESISTANT PLASTIC

BARRIER CONSTRUCTION FOR ACTIVITIES CAUSING DUST AND/OR DEBRIS

AT INTERIOR LOCATIONS. BARRIER SHALL NOT BE IN PLACE LONGER THAN

24 HRS. MAINTAIN 5' CLEAR IN CORRIDORS LESS THAN 7'-6" WIDE, AND 6'

CLEAR IN LARGER CORRIDORS.

D. PROVIDE TEMPORARY BARRIER WALLS, BASIS OF DESIGN: STARC SYSTEMS,

FOR ACTIVITIES CAUSING DUST AND/OR DEBRIS AT EXTERIOR LOCATIONS

TO PREVENT PEOPLE OR WEATHER INTRUSION. BARRIER SHALL NOT BE IN

PLACE LONGER THAN 24 HRS UNLESS PREVIOUSLY AGREED UPON WITH VA

FOR EACH SPECIFIC LOCATION. MAINTAIN 5' CLEAR IN CORRIDORS LESS

THAN 7'-6" WIDE, AND 6' CLEAR IN LARGER CORRIDORS. BARRERS SHALL BE

1 HR FIRE RATED, AND DOORS, WHICH ARE PART OF THE BARRIER, SHALL BE

LATCHING, SELF CLOSING, AND FITTED WITH A CYPHER / CORBIN RUSSWIN

LOCK WHICH CAN BE KEYED TO A CONTRACTOR'S KEY BY THE VA

LOCKSMITH. BARRIER SHALL ALSO INCLUDE NEGATIVE PRESSURE MONITOR

(LAMIFLOW LN 102). COORDINATE SIZE OF DOORS REQUIRED FOR

MOVEMENT OF PATIENT BEDS.

E. COORDINATE FULL SCOPE OF WORK WITH FIELD VERIFICATION.

CONTRACTOR IS RESPONSIBLE FOR SCOPE OF ABOVE CEILING WORK

REQUIRED ABOVE AND BELOW THE FLOOR PLATE OF THE PROJECT

BOUNDARY.

F. COORDINATE LOCATION OF TEMPORARY INFECTION CONTROL (IC) BARRIER

WALL CONSTRUCTION AND INFECTION CONTROL (IC) MEASURES WITH COR

AND PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE. TEMPORARY

IC BARRIER WALL CONSTRUCTION LOCATIONS IN DRAWINGS ARE

APPROXIMATE. CONTRACTOR SHALL PROVIDE DRAWING TO COR AND

PATIENT SAFETY/ INFECTION CONTROL REPRESENTATIVE ONCE ICRA

PROTOCOLS AND PLAN IS APPROVED.

G. SCHEDULE AND TIME OF CONSTRUCTION WORK TO BE APPROVED BY COR

AND NURSING STAFF BEFORE CONSTRUCTION MAY BEGIN.

H. ABOVE CEILING WORK SHALL TAKE PLACE BETWEEN THE HOURS OF 5:00 PM

AND 5:00 AM. IN AREAS THAT REQUIRE ABOVE CEILING WORK WHERE

CEILINGS ARE TO REMAIN, CEILING TILES SHALL BE REMOVED AND STORED

IN A SAFE MANNER UNTIL CEILING TILES CAN BE REINSTALLED. DAMAGED

AND BROKEN CEILING TILES SHALL BE REPLACED BY CONTRACTOR.

I. EXIT/ACCESS FOR ADJACENT OPERATIONAL AREAS SHALL BE MAINTAINED

DURING NORMAL BUSINESS HOURS. SEE SPECIFICATION FOR HOURS OF

OPERATION.

J. WORK REQUIRING VIBRATION OR LOAD NOISE SHALL TAKE PLACE BETWEEN

THE HOURS OF 5:00 PM AND 5:00 AM. EVERY EFFORT SHALL BE MADE TO

KEEP NOISE AND VIBRATION TO A MINIMUM.

K. CONTRACTOR SHALL SUPPLY SPILL KIT. SPILL KIT TO INCLUDE SHOP VAC,

MULTI-PURPOSE SPILL CONTROL SORBENTS TO ABSORB NON AGGRESSIVE

LIQUIDS UP TO 30 GALLONS.

L. ALL NEW MATERIAL MOVED THROUGH THE FACILITY SHALL BE COVERED

WITH 6 MIL. POLY SHEET.

M. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE PROJECT

BOUNDARY THROUGH THE FACILITY TO DUMPSTER ALONG VA APPROVED

ROUTE IN ENCLOSED DUMPSTER CART DESIGNED FOR SUCH PURPOSE

WITH A LID.

N. ALL MATERIAL, DEBRIS, AND HAZARDOUS MATERIALS SHALL BE PROPERLY

STORED IN DESIGNATED AREAS AND APPROVED CONTAINERS. FLAMMABLE

MATERIALS SHALL NOT BE STORED IN THE FACILITY.

O. PROVIDE CONTAINMENT CART FOR ABOVE CEILING ACCESS OUTSIDE

PROJECT BOUNDARY.

P. IF ANY EXTERIOR OPENING IS NOT ABLE TO BE CLOSED WITH THE NEW

DOOR AND FRAME WITHIN 24 HOURS, CONTRACTOR WILL BE REQUIRED TO

INFILL THE OPENING WITH TEMPORARY MATERIALS TO PROTECT INTRUSION

BY PEOPLE OR WEATHER.

Q. SEE HAZARDOUS MATERIAL REPORT FOR INFORMATION ON TESTED AND

ASSUMED LOCATIONS OF ASBESTOS AND LEAD CONTAINING MATERIALS.

R. ASSUME ASBESTOS IS PRESENT IN CORES OF FIRE DOORS IN THE

FOLLOWING BUILDINGS: 1 (FLOORS 3 AND 7), 64 (ALL FLOORS).

S. ASSUME LEAD PAINT IS PRESENT ON DOORS AND FRAMES IN BUILDING 64

ONLY, BASEMENT ONLY.

A. PROJECT AREAS TO BE OCCUPIED BY STAFF AND VETERANS THROUGHOUT

CONSTRUCTION.

B. PROJECT SHALL BE COMPLETED DURING NIGHT SHIFTS, 5:00 PM TO 5:00 AM.

COORDINATE WITH COR. ALL WORK TO BE COMPLETED AND OPEN FOR

PUBLIC USE AT THE END OF EACH NIGHT'S WORK.

PHASING GENERAL NOTES

INFECTION CONTROL GENERAL NOTES

INFECTION CONTROL PROJECT INFORMATION

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

2. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

3. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

CONTRACTOR SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR GREATER

QUANTITY OF WORK WHEN BIDDING IF A CLARIFICATION CAN NOT BE OBTAINED BY

THE BID DUE DATE.

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH

OWNER’S REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED

WITH UTILITY SHUT DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE SAFETY,

ACCESS CONTROL, ETC.

5. ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

6. DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH

THE PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS

AND THE SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS,

ROUGH-IN DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION

REQUIREMENTS.

7. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE

FOR THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK

THEY PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF

WORK WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY

CERTAIN SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

8. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

9. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING

AND MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. APPROVED

METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

10. CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR

MISSING DIMENSIONS.

11. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

12. ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

13. CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE

DETAIL, AREA, OR ITEM REFERENCED.

14. PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

15. INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

16. FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

17. ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

18. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

19. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

20. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT

CONSTRUCTION, FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE

CONSTRUCTION SITE. ANY DAMAGE OR UNACCEPTABLE WEAR BY THE

CONSTRUCTION TEAM SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO

COST TO THE OWNER.

21. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE COR, SHALL BE PROVIDED.

22. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS REQUIRED FOR THEIR OPERATION. REFER TO DOOR

HARDWARE SCHEDULE, HARDWARE SPECIFICATIONS, AUTOMATIC OPERATOR

SPECIFICATIONS, ACCESS CONTROL SPECIFICATIONS AND ELECTRICAL DRAWINGS.

CONSTRUCTION GENERAL NOTES

A.

B.

C.

ITEM 1, GENERAL CONSTRUCTION: BASE BID: WORK SHALL INCLUDE ALL

LABOR, MATERIALS EQUIPMENT AND SUPERVISION REQUIRED TO COMPLETE

THE PROJECT REPAIR AND REPLACE DOORS IN THE HOSPITAL, AT THE

DEPARTMENT OF VETERANS AFFAIRS MEDICAL CENTER, 3200 VINE STREET,

CINCINNATI, OHIO AND FT. THOMAS DOMICILIARY, 1000 S. FT. THOMAS

AVENUE, FT. THOMAS, KY 41075. WORK INCLUDES ELECTRICAL WORK, AS

DESCRIBED ON THE TECHNICAL SPECIFICATIONS AND DRAWINGS.

IT IS THE INTENT OF THE GOVERNMENT THAT AWARD WILL BE MADE ON BID

ITEM 1 (BASE BID); HOWEVER, SHOULD THE BIDS EXCEED THE FUNDS

AVAILABLE, AWARD MAY BE MADE ON BID ITEMS 2 AND 3 BASED ON

AVAILABLE FUNDING. BIDDERS SHOULD BID ON EACH ITEM LISTED.

ALL PHASES OF WORK INCLUDING CLOSE OUT DOCUMENTS SHALL BE

COMPLETE WITHIN 730 CALENDAR DAYS AFTER RECEIPT OF NOTICE TO

PROCEED.

BID ITEM 2: ALL WORK IN BID ITEM 1, EXCEPT DELETE ALL LABOR AND

MATERIALS ASSOCIATED WITH 7TH FLOOR, BUILDING 1. NO REDUCTION IN

POP.

BID ITEM 3: ALL WORK IN BID ITEM 2, EXCEPT DELETE ALL LABOR AND

MATERIALS ASSOCIATED WITH:

- ALL SCOPE FOR DOORS: B150, 002, 004, 024, AND SUB4.

- DOOR FRAME FOR 022. NEW DOOR AND HARDWARE TO REMAIN IN

PROJECT SCOPE. NO REDUCTION IN POP.

BID ITEMS

WORK SHALL BE COMPLETED IN THE FOLLOWING ORDER. EACH PHASE SHALL BE

SUBSTANTIALLY COMPLETED PRIOR TO BEGINNING WORK IN SUBSEQUENT PHASES. THIS

INCLUDES THE ERECTION AND REMOVAL OF TEMPORARY WALLS.

EVERY EFFORT SHALL BE MADE TO COMPLETE WORK ON NIGHTS AND WEEKENDS.

CONTRACTOR MAY SCHEDULE WORK WITH VA TO BE COMPLETED DURING NORMAL WORKING

HOURS.

OVERALL CONSTRUCTION PERIOD: 71 WEEKS

NOTE: 'CONSTRUCTION PERIOD' SHALL BEGIN ONLY AFTER ALL MATERIALS ARE PROCURED

AND AT HAND. SEE SPECIFICATIONS FOR CONTRACTUAL PERIOD OF PERFORMANCE.

PHASE 1 - 10 WEEKS

BUILDING 1

BASEMENT: B013

FLOOR 1: B150 To be completed on a weekend. May start or finish during the week if needed.

FLOOR 3: C-3-7 (attempt coordinate with OR construction project if possible), C*3*17

PHASE 2 - 4 WEEKS

BUILDING 1

FLOOR 3: C*3*9, B303 to be completed over weekend, A313 to be completed over weekend if ICRA walls must block corridor.

PHASE 3 - 12 WEEKS

BUILDING 1

FLOOR 7: C*7*1, A727, A727A, A727B, A728, A728A, A728B, A728E

FLOOR 7: remainder of doors on the floor WHICH ARE WITHIN THE BEHAVIORAL HEALTH UNIT.

WORK IS To be completed 1 DOOR at a time with constant supervision BY THE VA.

PHASE 4 - 4 WEEKS

BUILDING 3

BOTH DOORS IN SCOPE

BUILDING 15

DOOR IN SCOPE.

PHASE 5 - 8 WEEKS

BUILDING 64

BASEMENT: 004C, C*B*1, 004

PHASE 6 - 10 WEEKS

BUILDING 64

BASEMENT: 005, 002, C*B*6, 022, 024

PHASE 7 - 9 WEEKS

BUILDING 64

BASEMENT: C*B*3, 029

FLOOR 1: 148A

PHASE 8 - 8 WEEKS

BUILDING 64

BASEMENT: C*B*4-1, C*B*4-2

FLOOR 1: 106D

PHASE 9 - 6 WEEKS

BUILDING 64

FLOOR 1: 138, 155

PHASING NARRATIVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

35% Schematic Design 11.14.22

85% Design Development 01.13.23

100% Construction Documents 02.21.23

SCOPE REVISIONS 09.19.23

A u to d e s k D o c s /2

.8

.0

V A

C in c y R e p a ir

R e p la c e D o o rs /2

.8

.0

A v

.r v t

/1 /2

:0

:2

A M

GI001

COVER SHEET

GUIDON MES JV

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

VA Cincinnati Repair & Replace

Doors

3200 Vine Street, Cincinnati, OH

539-22-202

1,3,15,64

3/24/2023 JG TS

539-22-202

VA Cincinnati Repair & Replace Doors

VA Cincinnati

3200 Vine Street, Cincinnati, OH

Construction Documents

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

GI001 COVER SHEET

ARCHITECTURAL

AE101.1 B01 - BASEMENT AND FLOOR 1 ARCHITECTURAL PLANS

AE101.3 B01 - FLOOR 3 ARCHITECTURAL PLANS

AE101.7A B01- FLOOR 7 ARCHITECTURAL PLAN

AE101.7B B01- FLOOR 7 ARCHITECTURAL PLAN

AE103 B03 ARCHITECTURAL PLANS

AE115 B15 ARCHITECTURAL PLANS

AE164.1 B64 BASEMENT 1

AE164.2 B64 BASEMENT 2

AE164.3 B64 1ST FLOOR

AE601 DOOR SCHEDULE

ELECTRICAL

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

EY101 ELECTRICAL SYSTEM PLANS

EY500 ELECTRICAL SYSTEM DETAILS

Contact: Contact:

VA CINCINNATI

Paige Bach

Project Engineer

3200 Vine Street Cincinnati, OH 45220 p: 513-376-3618 e:Paige.Bach@va.gov

OWNER

GUIDON DESIGN INC.

Mark Jones

Senior Project Manager

1221 North Pennsylvania Street Suite 200 Indianapolis, IN 46202 p: 317.800.6388 x 153 e: mjones@guidondesign.com

ARCHITECT

AREA MAP - CINCINNATI VA HOSPITAL, BUILDINGS 1, 3, & 15

VICINITY MAP

AREA MAP - CINCINNATI VA MEDICAL CENTER FORT THOMAS

N

N

N

BUILDING 64 PROJECT LOCATION

BUILDINGS 1, 3, & 5 PROJECT LOCATION

BUILDING 64 PROJECT LOCATIONBUILDINGS 1, 3, & 5 PROJECT LOCATION

Revisions: Date:

SCOPE REDUCTION 2023/09/15

DN

DN

AE101.1

B013

B013

INTERIOR

EXTERIOR

IC1

AE101.1

F3D.G

1' - 0"

AE101.1

6'

" IC1

IC1

B150

B150

V

IF

7'

VIF

5' - 2"

IC#

1. PROVIDE TEMPORARY BARRIER WALLS, BASIS OF DESIGN: STARC SYSTEMS,

FOR ACTIVITIES CAUSING DUST AND/OR DEBRIS, OR AT EXTERIOR

LOCATIONS TO PREVENT PEOPLE OR WEATHER INTRUSION. BARRIER SHALL

NOT BE IN PLACE LONGER THAN 24 HRS UNLESS PREVIOUSLY AGREED

UPON WITH VA FOR EACH SPECIFIC LOCATION. MAINTAIN 5' CLEAR IN

CORRIDORS LESS THAN 7'-6" WIDE, AND 6' CLEAR IN LARGER CORRIDORS.

PROVIDE ACCESS DOORS AS NECESSARY.

INFECTION CONTROL PLAN NOTES

1. REMOVE EXISTING DOOR AND FRAME AND REPLACE WITH NEW DOOR AND

FRAME. THIS INCLUDES THE REPLACEMENT OF DOOR HARDWARE INCLUDING

THRESHOLD WHERE APPLICABLE. SEE DOOR SCHEDULE.

2. REMOVE EXISTING WALL COMPLETELY TO ACCOMMODATE LARGER

OPENING. CAREFULLY REMOVE / MODIFY EXISTING WALL PANELING AND

SALVAGE FOR REINSTALLATION.

3 PATCH FLOOR, CEILING, AND WALL FINISHES TO MATCH EXISTING EXACTLY.

THIS INCLUDES PLASTIC LAMINATE WALL PANELS AND THE MOUNTING

SYSTEM. SHOP DRAWINGS SHALL BE PREPARED AND FINISHES VERIFIED

WITH VA AND ARCHITECT PRIOR TO CONSTRUCTION.

4 ALL DOORS WITH ELECTRIFIED HARDWARE TO HAVE CONDUIT WITHIN FOR

ELECTRICAL POWER TRANSFER/ELECTRIC STRIKE.

ARCHITECTURAL PLAN NOTES - B & 1ST FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

35% Schematic Design 11.14.22

85% Design Development 01.13.23

100% Construction Documents 02.21.23

SCOPE REVISIONS 09.19.23

A u to d e s k D o c s /2

.8

.0

V A

C in c y R e p a ir

R e p la c e D o o rs /2

.8

.0

A v

.r v t

/1 /2

:0

:5

A M

AE101.1

B01 - BASEMENT AND FLOOR 1

ARCHITECTURAL PLANSGUIDON MES JV

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

VA Cincinnati Repair & Replace

Doors

3200 Vine Street, Cincinnati, OH

539-22-202

1,3,15,64

3/24/2023 JG TS

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1" = 50'-0"AE101.1

1 B01-BASEMENT_KEYPLAN

SCALE: 1/4" = 1'-0"AE101.1

B013 B013

BUILDING 1 DOOR SCHEDULE - BASEMENT

DOOR

NUMBER

ROOM DIMENSIONS DOOR FRAME DETAILS

LOCATION Fire Rating

GLAZING

TYPE

HARDWARE

SET COMMENTSNAME WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

B01-0BASEMENT

B013 Emergency Generator 6' - 0" 7' - 0" 1 3/4" FL HM PAINT D2 HM PAINT 1/AE601 SIM 2/AE601 EXTERIOR 0 - 4

SCALE: 1" = 50'-0"AE101.1

2 B01-FIRST FLOOR_KEYPLAN

SCALE: 1/4" = 1'-0"AE101.1

150 B150_B01-FIRST

SCALE: 1/4" = 1'-0"AE101.1

4 SF ELEVATION 1

BUILDING 1 DOOR SCHEDULE - 1ST FLOOR

DOOR

NUMBER

ROOM DIMENSIONS DOOR FRAME DETAILS

LOCATION Fire Rating

GLAZING

TYPE

HARDWARE

SET COMMENTSNAME WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

B01-1ST FLOOR

B150 VSO 3' - 6" 7' - 0" 1 3/4" FG AL CLEAR SE AL CLEAR BY MANUF. BY MANUF. INTERIOR 0 LG#1 5

UP

UP

UPUP

UP

A313

EXISTING

EQUIPMENT,

VIF

IC1

IC1

AE101.3

A313

AE101.3

B303

AE101.3

C-3-7

AE101.3

C*3*9

AE101.3

C*3*17

B303

PROVIDE FRP FACE ON

INTERIOR SIDE ONLY

C*3*7

6'

0"IC1

IC1

C-3-7.1

AE101.3

AE101.3

C*3*91

IC1

IC1

C*3*171

IC1

IC1

IC#

1. PROVIDE TEMPORARY BARRIER WALLS, BASIS OF DESIGN: STARC SYSTEMS,

FOR ACTIVITIES CAUSING DUST AND/OR DEBRIS, OR AT EXTERIOR

LOCATIONS TO PREVENT PEOPLE OR WEATHER INTRUSION. BARRIER SHALL

NOT BE IN PLACE LONGER THAN 24 HRS UNLESS PREVIOUSLY AGREED

UPON WITH VA FOR EACH SPECIFIC LOCATION. MAINTAIN 5' CLEAR IN

CORRIDORS LESS THAN 7'-6" WIDE, AND 6' CLEAR IN LARGER CORRIDORS.

PROVIDE ACCESS DOORS AS NECESSARY.

INFECTION CONTROL PLAN NOTES

1. REMOVE EXISTING DOOR AND FRAME AND REPLACE WITH NEW DOOR AND

FRAME. THIS INCLUDES THE REPLACEMENT OF DOOR HARDWARE INCLUDING

THRESHOLD WHERE APPLICABLE. SEE DOOR SCHEDULE.

2. REMOVE PORTION OF GWB AS REQUIRED TO ACCOMMODATE STUD

REMOVAL AND STRUCTURE REPLACEMENT. REPLACE GWB AND FINISH TO

MATCH EXISTING ADJACENT SURFACES EXACTLY.

3. REMOVE EXISTING FLOOR TO DECK METAL STUDS AND METAL STUD

HEADER. PROVIDE NEW DOUBLE C5x9 (WELDED TOE-TO-TOE) JAMBS FROM FLOOR TO DECK ABOVE AND NEW METAL STUD HEADER W/ C5x9 ABOVE.

BRACE FRAME AT FLOOR, HEAD, AND MID POINT.

4. PROVIDE NEW WALL INFILL AROUND NEW DOOR. MATCH EXISTING ADJACENT

FINISHES AND CONSTRUCTION WALL TYPE TO CONTINUE CORRIDOR WALL

ASSEMBLY WITH A SMOOTH AND CONTINOUS FINISH.

5. EXISTING PIPE FOR COMPRESSED AIR, APPROX. 4" OFF WALL, VIF. PIPE TO

REMAIN, PROTECT IN PLACE.

6. PROVIDE FRP FACE ON INTERIOR SIDE ONLY

7. ALL DOORS WITH ELECTRIFIED HARDWARE TO HAVE CONDUIT WITHIN FRAME

FOR ELECTRIC POWER TRANSFER/ELECTRIC STRIKE.

8. DEMO EXISTING WALL AND REPLACE WITH NEW PARTITION (3 5/8" METAL

STUD, 3 5/8" BATT INSULATION, AND 5/8" GYPSUM BOARD ON EACH SIDE -

PRIME AND PAINT PER STATION STANDARDS).

9. AT DOOR B303, REPLACE ALL ELECTRIFIED HARDWARE. ALL OTHER

HARDWARE SHALL BE EXISTING TO REMAIN.

ARCHITECTURAL PLAN NOTES - 3RD FLOOR

C5x9, WELDED AT EACH END TO C5x9 JAMBS

L4x4x1/4 KICKERS W/ BENT

LEG WELDED TO C5, EACH

DIRECTION, AT EACH END

OF DOOR W/ 1/2" DIA.

EXPANSION ANCHOR INTO

EXISTING SLAB. CONFIRM

ANGLE IN FIELD

VERIFY FLOOR TO

DECK HEIGHT IN FIELD

V

IF

DOORDOOR

VERIFY FLOOR TO

DECK HEIGHT IN FIELD

L4X4X1/4 KICKERS WITH

BENT LEG WELDED TO C4

W/ 1/2" DIA. EXPANSION

ANCHOR INTO EXISTING

SLAB. CONFIRM ANGLE IN

FIELD**.

L4X4X1/4 KICKERS WITH

BENT LEG WELDED TO C4

W/ 1/2" DIA. EXPANSION

ANCHOR INTO EXISTING

SLAB. CONFIRM ANGLE IN

FIELD**.

2x4 STEEL CHANNEL

WELDED TO CHANNEL**

2x4 STEEL CHANNEL

WELDED TO CHANNEL**

2x4 STEEL CHANNEL

ANCHORED TO FLOOR

AND BOTTOM OF

CEILING DECK

L4X4X1/4 KICKERS WITH

BENT LEG WELDED TO C4

W/ 1/2" DIA. EXPANSION

ANCHOR INTO EXISTING

SLAB. CONFIRM ANGLE IN

FIELD**.

L4X4X1/4 KICKERS WITH

BENT LEG WELDED TO C4

W/ 1/2" DIA. EXPANSION

ANCHOR INTO EXISTING

SLAB. CONFIRM ANGLE IN

FIELD**.

2x4 STEEL CHANNEL

WELDED TO CHANNEL**

2x4 STEEL CHANNEL

WELDED TO CHANNEL**

2x4 STEEL CHANNEL

ANCHORED TO FLOOR

AND BOTTOM OF

CEILING DECK

**CONTINUOUS WELDS WHERE EVER WELD IS CALLED OUT.

2x4 STEEL CHANNEL KICKERS

EACH DIRECTION WELD TO

VIRTICAL CHANNELS. MUST BE

ABOVE CEILING. VIF CEILING

HEIGHT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

35% Schematic Design 11.14.22

85% Design Development 01.13.23

100% Construction Documents 02.21.23

SCOPE REVISIONS 09.19.23

A u to d e s k D o c s /2

.8

.0

V A

C in c y R e p a ir

R e p la c e D o o rs /2

.8

.0

A v

.r v t

/1 /2

:0

:5

A M

AE101.3

B01 - FLOOR 3 ARCHITECTURAL

PLANSGUIDON MES JV

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

VA Cincinnati Repair & Replace

Doors

3200 Vine Street, Cincinnati, OH

539-22-202

1,3,15,64

3/24/2023 JG TS

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"AE101.3

A313 A313_B01-THIRD

SCALE: 1" = 50'-0"AE101.3

1 B01-THIRD FLOOR_KEYPLAN-1

SCALE: 1/4" = 1'-0"AE101.3

B303 B303 B01-THIRD

SCALE: 1/4" = 1'-0"AE101.3

C-3-7 C-3-7 B01-THIRD

SCALE: 1/4" = 1'-0"AE101.3

C*3*9 C*3*9 B01-THIRD

SCALE: 1/4" = 1'-0"AE101.3

C*3*17 C*3*17 B01-THIRD

BUILDING 1 DOOR SCHEDULE - 3RD FLOOR

DOOR

NUMBER

ROOM DIMENSIONS DOOR FRAME DETAILS

LOCATION Fire Rating

GLAZING

TYPE

HARDWARE

SET COMMENTSNAME WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

B01-3RD FLOOR

C*3*9 PACU CORRIDOR 7' - 5 3/4" 7' - 0" 1 3/4" NL WD STAIN E2 HM PAINT 5/AE601 6/AE601 INTERIOR 0 LG#1 11.1

C*3*17 SICU 7' - 7" 7' - 0" 1 3/4" NL WD STAIN D2 HM PAINT 3/AE601 4/AE601 INTERIOR 3/4 FR#1 13.1

A313 PROSTHETICS 4' - 0" 7' - 0" 1 3/4" FL WD STAIN W2 HM PAINT 3/AE601 4/AE601 INTERIOR 0 - 12

B303 De-Con 6' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR 3/AE601 4/AE601 INTERIOR - 13 NO HOSPITAL STOPS THIS OPENING

C*3*7 OR CORRIDOR 8' - 0" 7' - 0" 1 3/4" HG WD STAIN E2 HM PAINT 5/AE601 6/AE601 INTERIOR 3/4 FR#1 11 NO HOSPITAL STOPS THIS OPENING

SCALE: 3/4" = 1'-0"AE101.3

C-3-7.1 DOOR SUPPORT SECTION

SCALE: 1/2" = 1'-0"AE101.3

2 DOOR SUPPORT ELEVATION

AE101.7A

A711-1 A705-2

A711-2

A711B

A705A

A705B

A710

A709

A707

A708

A720

A722-2

A722-1

A719 A718

A723

A717 A716

C*7*2*C

A715 A714 A713

A724 A725

A725A-1

A712

A717-8

111111

1. REPLACE EXISTING LATCHSET WITH NEW ANTI LIGATURE HARDWARE. SEE

DOOR SCHEDULE. ALL WORK WITHIN THE BEHAVIORAL HEALTH AREAS SHALL

BE SCHEDULED IN ADVANCE WITH THE VA.

ARCHITECTURAL PLAN NOTES - 7TH FLOOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

35% Schematic Design 11.14.22

85% Design Development 01.13.23

100% Construction Documents 02.21.23

SCOPE REVISIONS 09.19.23

A u to d e s k D o c s /2

.8

.0

V A

C in c y R e p a ir

R e p la c e D o o rs /2

.8

.0

A v

.r v t

/1 /2

:0

:0

A M

AE101.7A

B01- FLOOR 7 ARCHITECTURAL

PLANGUIDON MES JV

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

VA Cincinnati Repair & Replace

Doors

3200 Vine Street, Cincinnati, OH

539-22-202

1,3,15,64

3/24/2023 JG TS

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1" = 50'-0"AE101.7A

1 B01-SEVENTH FLOOR_KEYPLAN

SCALE: 3/16" = 1'-0"AE101.7A

2 B01-SEVENTH FLOOR CALLOUT

A705A-2

A705B A706 A707

A708A709

A710A711

A711A

A711BA711CA712A713A714A715

A716A717A718A719A720A720

A722aA722bA723A724A725A725A-1C*7*2*C

NOTE: FOR OPENINGS

WHERE NOTED HARDWARE IS

NOTED TO BE REPLACED

WITH ANTI LIGATURE

HARDWARE, ALL OTHER

HARDWARE SHALL BE

EXISTING TO REMAIN.

AE101.7B

A704

A704B-2

A704B-1

C*7*2

A726 A727

A702

C*7*1

A727B

A727A

A728

A728BA728A

A728E

A705-1

IC1

IC1

IC1

1. REPLACE EXISTING LATCHSET WITH NEW ANTI LIGATURE HARDWARE. SEE

DOOR SCHEDULE. ALL WORK WITHIN THE BEHAVIORAL HEALTH AREAS SHALL

BE SCHEDULED IN ADVANCE WITH THE VA.

ARCHITECTURAL PLAN NOTES - 7TH FLOOR

IC#

1. PROVIDE TEMPORARY BARRIER WALLS, BASIS OF DESIGN: STARC SYSTEMS,

FOR ACTIVITIES CAUSING DUST AND/OR DEBRIS, OR AT EXTERIOR

LOCATIONS TO PREVENT PEOPLE OR WEATHER INTRUSION. BARRIER SHALL

NOT BE IN PLACE LONGER THAN 24 HRS UNLESS PREVIOUSLY AGREED

UPON WITH VA FOR EACH SPECIFIC LOCATION. MAINTAIN 5' CLEAR IN

CORRIDORS LESS THAN 7'-6" WIDE, AND 6' CLEAR IN LARGER CORRIDORS.

PROVIDE ACCESS DOORS AS NECESSARY.

INFECTION CONTROL PLAN NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

35% Schematic Design 11.14.22

85% Design Development 01.13.23

100% Construction Documents 02.21.23

SCOPE REVISIONS 09.19.23

A u to d e s k D o c s /2

.8

.0

V A

C in c y R e p a ir

R e p la c e D o o rs /2

.8

.0

A v

.r v t

/1 /2

:0

:0

A M

AE101.7B

B01- FLOOR 7 ARCHITECTURAL

PLANGUIDON MES JV

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

VA Cincinnati Repair & Replace

Doors

3200 Vine Street, Cincinnati, OH

539-22-202

1,3,15,64

3/24/2023 JG TS

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1" = 50'-0"AE101.7B

1 B01-SEVENTH FLOOR_KEYPLAN 2

SCALE: 1/4" = 1'-0"AE101.7B

2 B01-SEVENTH FLOOR CALLOUT 2

A702 A704A704B-1A704B-2

A705A-1

A726

A727A727aA727bA728

A728AA728BA728EC*7*1C*7*2

BUILDING 1 DOOR SCHEDULE - 7TH

DOOR

NUMBER

ROOM DIMENSIONS DOOR FRAME DETAILS

LOCATION Fire Rating

GLAZING

TYPE

HARDWARE

SET COMMENTSNAME WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

B01-7TH FLOOR

A705B S.R. 4' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B.1 ANTI-LIGATURE HARDWARE ONLY

A705A Nurse Station 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A.1 ANTI-LIGATURE HARDWARE ONLY

A705-2 Dining/Group Room 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A708 T.R. 4' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A707 T.R. 4' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A709 Ante 3' - 8" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A710 Obser. 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B ANTI-LIGATURE HARDWARE ONLY

A712 Soil. Util. 3' - 8" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A.1 ANTI-LIGATURE HARDWARE ONLY

A711B Exist. Seclusion 3' - 10" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A.2 ANTI-LIGATURE HARDWARE ONLY

A711-2 Exist. Seclusion 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A.2 ANTI-LIGATURE HARDWARE ONLY

A711-1 Ante 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A717 S.R. 3' - 10" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A716 Clean Linen 3' - 8" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B ANTI-LIGATURE HARDWARE ONLY

A715 S.R. 4' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A714 Elec. 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B ANTI-LIGATURE HARDWARE ONLY

A713 Tele. 2' - 6" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 1 1/2 1B ANTI-LIGATURE HARDWARE ONLY

A718 S.R. 3' - 10" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B.1 ANTI-LIGATURE HARDWARE ONLY

A717-8 S.R. 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A.2 ANTI-LIGATURE HARDWARE ONLY

A722-1 Bed Room 3' - 10" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A722-2 Bed Room 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A720 Ex. Group 4' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A719 Bed Room 4' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A723 Q.R. 3' - 10" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A724 Stor. 3' - 10" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B ANTI-LIGATURE HARDWARE ONLY

A725 Nurse Station 3' - 10" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B ANTI-LIGATURE HARDWARE ONLY

C*7*2*C Closet 2' - 6" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 7 ANTI-LIGATURE HARDWARE ONLY

A705-1 Dining/Group Room 4' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A ANTI-LIGATURE HARDWARE ONLY

A704 Sensory Therapy Room 4' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 1 1B ANTI-LIGATURE HARDWARE ONLY

A704B-2 Storage 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B ANTI-LIGATURE HARDWARE ONLY

A726 Break Room 3' - 10" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A.1 ANTI-LIGATURE HARDWARE ONLY

A704B-1 Interview Room 2' - 2" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B ANTI-LIGATURE HARDWARE ONLY

A702 Interview Room 4' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B ANTI-LIGATURE HARDWARE ONLY

A727 Service Elev. Lobby 5' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 6

C*7*2 Corridor 7' - 4" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 8

C*7*1 Corridor 4' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 30 MIN SMOKE 9

A728B Elec. 2' - 6" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 7

A728 Service Elev. Lobby 3' - 8" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 1 1/2 7

A728A Laundry 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 7

A727A Trash Chute 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 7

A727B Lockers 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 7

A728E Closet 5' - 6" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B ANTI-LIGATURE HARDWARE ONLY

A725A-1 Nurse Station Meds 3' - 10" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1A.1 ANTI-LIGATURE HARDWARE ONLY

NOTE: FOR OPENINGS WHERE NOTED HARDWARE IS NOTED

TO BE REPLACED WITH ANTI LIGATURE HARDWARE, ALL

OTHER HARDWARE SHALL BE EXISTING TO REMAIN.

BID RFI CHANGES 2023/06/28

SUB4

IC1

IC1

1. REMOVE EXISTING DOOR AND FRAME AND REPLACE WITH NEW DOOR AND

FRAME. THIS INCLUDES THE REPLACEMENT OF DOOR HARDWARE INCLUDING

THRESHOLD WHERE APPLICABLE. SEE DOOR SCHEDULE.

2. ALL DOORS WITH ELECTRIFIED HARDWARE TO HAVE CONDUIT WITH FRAME

FOR ELECTRIC POWER TRANSFER/ELECTRIC STRIKE.

3. DO NOT PROVIDE ELECTRIFIED HARDWARE ON THESE OPENINGS. PROVIDE

PREPARATION FOR ELECTRIFIED HARDWARE IN A FUTURE PROJECT.

ARCHITECTURAL PLAN NOTES

IC#

1. PROVIDE TEMPORARY BARRIER WALLS, BASIS OF DESIGN: STARC SYSTEMS,

FOR ACTIVITIES CAUSING DUST AND/OR DEBRIS, OR AT EXTERIOR

LOCATIONS TO PREVENT PEOPLE OR WEATHER INTRUSION. BARRIER SHALL

NOT BE IN PLACE LONGER THAN 24 HRS UNLESS PREVIOUSLY AGREED

UPON WITH VA FOR EACH SPECIFIC LOCATION. MAINTAIN 5' CLEAR IN

CORRIDORS LESS THAN 7'-6" WIDE, AND 6' CLEAR IN LARGER CORRIDORS.

PROVIDE ACCESS DOORS AS NECESSARY.

INFECTION CONTROL PLAN NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

35% Schematic Design 11.14.22

85% Design Development 01.13.23

100% Construction Documents 02.21.23

SCOPE REVISIONS 09.19.23

A u to d e s k D o c s /2

.8

.0

V A

C in c y R e p a ir

R e p la c e D o o rs /2

.8

.0

A v

.r v t

/1 /2

:0

:1

A M

AE103

B03 ARCHITECTURAL PLANS

GUIDON MES JV

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

VA Cincinnati Repair & Replace

Doors

3200 Vine Street, Cincinnati, OH

539-22-202

1,3,15,64

3/24/2023 JG TS

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AE103

1 B03-SUB BASEMENT

SCALE: 1/8" = 1'-0"AE103

2 B03-BASEMENT

SUB413

BUILDING 3 DOOR SCHEDULE

DOOR

NUMBER

DIMENSIONS DOOR FRAME DETAILS

Fire Rating

GLAZING

TYPE

HARDWARE

SET COMMENTSWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

B03 - BASEMENT

13 5' - 10" 7' - 0" 1 3/4" LL HM PAINT D4 HM PAINT 1/AE601 SIM 2/AE601 - - 14

B03 - SUB BASEMENT

SUB4 3' - 5" 7' - 0" 1 3/4" FL HM PAINT S2 HM PAINT 1/AE601 SIM 2/AE601 - - 15

C*1*117 AE115

1. REMOVE EXISTING DOOR AND FRAME AND REPLACE WITH NEW DOOR AND

FRAME. THIS INCLUDES THE REPLACEMENT OF DOOR HARDWARE INCLUDING

THRESHOLD WHERE APPLICABLE. SEE DOOR SCHEDULE.

ARCHITECTURAL PLAN NOTES

IC#

1. PROVIDE TEMPORARY BARRIER WALLS, BASIS OF DESIGN: STARC SYSTEMS,

FOR ACTIVITIES CAUSING DUST AND/OR DEBRIS, OR AT EXTERIOR

LOCATIONS TO PREVENT PEOPLE OR WEATHER INTRUSION. BARRIER SHALL

NOT BE IN PLACE LONGER THAN 24 HRS UNLESS PREVIOUSLY AGREED

UPON WITH VA FOR EACH SPECIFIC LOCATION. MAINTAIN 5' CLEAR IN

CORRIDORS LESS THAN 7'-6" WIDE, AND 6' CLEAR IN LARGER CORRIDORS.

PROVIDE ACCESS DOORS AS NECESSARY.

INFECTION CONTROL PLAN NOTES

C*1*117

1IC1

INTERIOR

EXTERIOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

35% Schematic Design 11.14.22

85% Design Development 01.13.23

100% Construction Documents 02.21.23

SCOPE REVISIONS 09.19.23

A u to d e s k D o c s /2

.8

.0

V A

C in c y R e p a ir

R e p la c e D o o rs /2

.8

.0

A v

.r v t

/1 /2

:0

:1

A M

AE115

B15 ARCHITECTURAL PLANS

GUIDON MES JV

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

VA Cincinnati Repair & Replace

Doors

3200 Vine Street, Cincinnati, OH

539-22-202

1,3,15,64

3/24/2023 TS JG

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AE115

1 B15-FIRST FLOOR

BUILDING 15 DOOR SCHEDULE

DOOR

NUMBER

DIMENSIONS DOOR FRAME DETAILS

Fire Rating

GLAZING

TYPE

HARDWARE

SET COMMENTSWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

B15 - FIRST FLOOR

C*1*117 3' - 6" 7' - 0" 1 3/4" FL HM PAINT S4 HM PAINT 1/AE601 2/AE601 - 16 Exterior emergency exit in VMU

SCALE: 1/4" = 1'-0"AE115

3 C*1*117

AE164.1

004C

AE164.1

AE164.1

C*B*6

AE164.1

004C

C*B*1

002 1

IC1

IC1 IC1

IC1

IC1

IC1

C*B*6

IC1

IC1

IC1

IC#

1. PROVIDE TEMPORARY BARRIER WALLS, BASIS OF DESIGN: STARC SYSTEMS,

FOR ACTIVITIES CAUSING DUST AND/OR DEBRIS, OR AT EXTERIOR

LOCATIONS TO PREVENT PEOPLE OR WEATHER INTRUSION. BARRIER SHALL

NOT BE IN PLACE LONGER THAN 24 HRS UNLESS PREVIOUSLY AGREED

UPON WITH VA FOR EACH SPECIFIC LOCATION. MAINTAIN 5' CLEAR IN

CORRIDORS LESS THAN 7'-6" WIDE, AND 6' CLEAR IN LARGER CORRIDORS.

PROVIDE ACCESS DOORS AS NECESSARY.

INFECTION CONTROL PLAN NOTES

1. REMOVE EXISTING DOOR AND FRAME AND REPLACE WITH NEW DOOR AND

FRAME. THIS INCLUDES THE REPLACEMENT OF DOOR HARDWARE INCLUDING

THRESHOLD WHERE APPLICABLE. SEE DOOR SCHEDULE.

2. ALL DOORS WITH ELECTRIFIED HARDWARE TO HAVE CONDUIT WITHIN FRAME

FOR ELECTRIC POWER TRANSFER/ELECTRIC STRIKE.

3. FOR DOORS 022 AND 024, FRAMES SHALL BE EXISTING TO REMAIN AND

PAINTED.

4. FOR DOORS 002 AND 004, DOORS AND FRAMES SHALL BE EXISTING TO

REMAIN. PAINT DOORS AND FRAMES.

ARCHITECTURAL PLAN NOTES - BASEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

35% Schematic Design 11.14.22

85% Design Development 01.13.23

100% Construction Documents 02.21.23

SCOPE REVISIONS 09.19.23

A u to d e s k D o c s /2

.8

.0

V A

C in c y R e p a ir

R e p la c e D o o rs /2

.8

.0

A v

.r v t

/1 /2

:0

:1

A M

AE164.1

B64 BASEMENT 1

GUIDON MES JV

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

VA Cincinnati Repair & Replace

Doors

3200 Vine Street, Cincinnati, OH

539-22-202

1,3,15,64

3/24/2023 JG TS

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/16" = 1'-0"AE164.1

1 B64-BASEMENT

SCALE: 1/4" = 1'-0"AE164.1

004C 004C B64-BASEMENT

SCALE: 1/4" = 1'-0"AE164.1

2 B64-BASEMENT - ENLARGED CALLOUT

004005C*B*1

SCALE: 1/4" = 1'-0"AE164.1

C*B*6 C*B*6 B64-BASEMENT

SCALE: 1/4" = 1'-0"AE164.1

3 B64-BASEMENT - ENLARGED CALLOUT 2

022024

BUILDING 64 DOOR SCHEDULE -BASEMENT

DOOR

NUMBER

DIMENSIONS DOOR FRAME DETAILS

Fire Rating

GLAZING

TYPE

HARDWARE

SET COMMENTSWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

B64 - BASEMENT

004C 3' - 0" 7' - 0" 1 3/4" FL HM PAINT S2 HM PAINT 1/AE601 2/AE601 - - 17.1

C*B*1 3' - 10" 7' - 0" 1 3/4" VL HM PAINT S2.1 HM PAINT 1/AE601 2/AE601 IL#1 18.3

005 3' - 0" 7' - 0" 1 3/4" FL WD PAINT S2 HM PAINT 1/AE601 2/AE601 45 MIN - 20

004 6' - 0" 7' - 0" 1 3/4" ETR ETR PAINT ETR ETR PAINT ETR ETR LG#1 21

002 3' - 6" 7' - 0" 1 3/4" ETR ETR PAINT ETR ETR PAINT ETR ETR - 23

C*B*6 3' - 8" 7' - 0" 1 3/4" VL HM PAINT S2.2 HM PAINT 1/AE601 2/AE601 IL#1 18.1

022 2' - 10" 7' - 0" 1 3/4" FL WD STAIN ETR ETR PAINT ETR ETR - 26

024 2' - 6" 7' - 0" 1 3/4" FL WD STAIN ETR ETR PAINT ETR ETR - 20

C*B*3 3' - 10" 7' - 0" 1 3/4" VL HM PAINT S2 HM PAINT 1/AE601 2/AE601 - IL#1 18

C*B*4-1 5' - 0" 7' - 0" 1 3/4" VL HM PAINT S2 HM PAINT 1/AE601 2/AE601 - IL#1 4.1

029 5' - 0" 7' - 0" 1 3/4" FL HM PAINT S2 HM PAINT 1/AE601 2/AE601 1 1/2 - 2.1

C*B*4-2 3' - 8" 7' - 0" 1 3/4" VL HM PAINT S2.2 HM PAINT 1/AE601 2/AE601 IL#1 18.1

AE164.2

C*B*3

AE164.2

AE164.2

C*B*4-2

C*B*3

IC1

INTERIOR

C*B*4-1

IC1

IC1

C*B*4-2

IC1

IC#

1. PROVIDE TEMPORARY BARRIER WALLS, BASIS OF DESIGN: STARC SYSTEMS,

FOR ACTIVITIES CAUSING DUST AND/OR DEBRIS, OR AT EXTERIOR

LOCATIONS TO PREVENT PEOPLE OR WEATHER INTRUSION. BARRIER SHALL

NOT BE IN PLACE LONGER THAN 24 HRS UNLESS PREVIOUSLY AGREED

UPON WITH VA FOR EACH SPECIFIC LOCATION. MAINTAIN 5' CLEAR IN

CORRIDORS LESS THAN 7'-6" WIDE, AND 6' CLEAR IN LARGER CORRIDORS.

PROVIDE ACCESS DOORS AS NECESSARY.

INFECTION CONTROL PLAN NOTES

1. REMOVE EXISTING DOOR AND FRAME AND REPLACE WITH NEW DOOR AND

FRAME. THIS INCLUDES THE REPLACEMENT OF DOOR HARDWARE INCLUDING

THRESHOLD WHERE APPLICABLE. SEE DOOR SCHEDULE.

2. ALL DOORS WITH ELECTRIFIED HARDWARE TO HAVE CONDUIT WITHIN FRAME

FOR ELECTRIC POWER TRANSFER/ELECTRIC STRIKE.

3. FOR DOORS 022 AND 024, FRAMES SHALL BE EXISTING TO REMAIN AND

PAINTED.

4. FOR DOORS 002 AND 004, DOORS AND FRAMES SHALL BE EXISTING TO

REMAIN. PAINT DOORS AND FRAMES.

ARCHITECTURAL PLAN NOTES - BASEMENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

35% Schematic Design 11.14.22

85% Design Development 01.13.23

100% Construction Documents 02.21.23

SCOPE REVISIONS 09.19.23

A u to d e s k D o c s /2

.8

.0

V A

C in c y R e p a ir

R e p la c e D o o rs /2

.8

.0

A v

.r v t

/1 /2

:0

:1

A M

AE164.2

B64 BASEMENT 2

GUIDON MES JV

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

VA Cincinnati Repair & Replace

Doors

3200 Vine Street, Cincinnati, OH

539-22-202

1,3,15,64

3/24/2023 JG TS

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/16" = 1'-0"AE164.2

1 B64-BASEMENT 2

SCALE: 1/4" = 1'-0"AE164.2

C*B*3 C*B*3 B64-BASEMENT

SCALE: 1/4" = 1'-0"AE164.2

2 B64-BASEMENT 2 - ENLARGED CALLOUT

029C*B*4-1

SCALE: 1/4" = 1'-0"AE164.2

C*B*4-2 C*B*4-2 B64-BASEMENT

BUILDING 64 DOOR SCHEDULE -BASEMENT

DOOR

NUMBER

DIMENSIONS DOOR FRAME DETAILS

Fire Rating

GLAZING

TYPE

HARDWARE

SET COMMENTSWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

B64 - BASEMENT

004C 3' - 0" 7' - 0" 1 3/4" FL HM PAINT S2 HM PAINT 1/AE601 2/AE601 - - 17.1

C*B*1 3' - 10" 7' - 0" 1 3/4" VL HM PAINT S2.1 HM PAINT 1/AE601 2/AE601 IL#1 18.3

005 3' - 0" 7' - 0" 1 3/4" FL WD PAINT S2 HM PAINT 1/AE601 2/AE601 45 MIN - 20

004 6' - 0" 7' - 0" 1 3/4" ETR ETR PAINT ETR ETR PAINT ETR ETR LG#1 21

002 3' - 6" 7' - 0" 1 3/4" ETR ETR PAINT ETR ETR PAINT ETR ETR - 23

C*B*6 3' - 8" 7' - 0" 1 3/4" VL HM PAINT S2.2 HM PAINT 1/AE601 2/AE601 IL#1 18.1

022 2' - 10" 7' - 0" 1 3/4" FL WD STAIN ETR ETR PAINT ETR ETR - 26

024 2' - 6" 7' - 0" 1 3/4" FL WD STAIN ETR ETR PAINT ETR ETR - 20

C*B*3 3' - 10" 7' - 0" 1 3/4" VL HM PAINT S2 HM PAINT 1/AE601 2/AE601 - IL#1 18

C*B*4-1 5' - 0" 7' - 0" 1 3/4" VL HM PAINT S2 HM PAINT 1/AE601 2/AE601 - IL#1 4.1

029 5' - 0" 7' - 0" 1 3/4" FL HM PAINT S2 HM PAINT 1/AE601 2/AE601 1 1/2 - 2.1

C*B*4-2 3' - 8" 7' - 0" 1 3/4" VL HM PAINT S2.2 HM PAINT 1/AE601 2/AE601 IL#1 18.1

AE164.3

AE164.3

148A

AE164.3

138 1 4

106D

106D

IC1 AE164.3

148A

AE164.3

IC1

1IC1

1. REMOVE EXISTING DOOR OR DOOR AND FRAME AND REPLACE WITH NEW.

THIS INCLUDES THE REPLACEMENT OF DOOR HARDWARE INCLUDING

THRESHOLD WHERE APPLICABLE. SEE DOOR SCHEDULE.

2. REPLACE EXISTING CARD ACCESS HARDWARE WITH NEW. SEE DOOR

SCHEDULE.

3. ALL DOORS WITH ELECTRIFIED HARDWARE TO HAVE CONDUIT WITHIN FRAME

FOR ELECTRIC POWER TRANSFER/ELECTRIC STRIKE.

4. FOR DOOR 138, ONLY REPLACE DOOR AND HARDWARE. FRAME TO REMAIN.

ARCHITECTURAL PLAN NOTES

6' - 0"

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

7'

IL#1

IC#

1. PROVIDE TEMPORARY BARRIER WALLS, BASIS OF DESIGN: STARC SYSTEMS,

FOR ACTIVITIES CAUSING DUST AND/OR DEBRIS, OR AT EXTERIOR

LOCATIONS TO PREVENT PEOPLE OR WEATHER INTRUSION. BARRIER SHALL

NOT BE IN PLACE LONGER THAN 24 HRS UNLESS PREVIOUSLY AGREED

UPON WITH VA FOR EACH SPECIFIC LOCATION. MAINTAIN 5' CLEAR IN

CORRIDORS LESS THAN 7'-6" WIDE, AND 6' CLEAR IN LARGER CORRIDORS.

PROVIDE ACCESS DOORS AS NECESSARY.

INFECTION CONTROL PLAN NOTES

7'

2" 3' - 6" 2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

35% Schematic Design 11.14.22

85% Design Development 01.13.23

100% Construction Documents 02.21.23

SCOPE REVISIONS 09.19.23

A u to d e s k D o c s /2

.8

.0

V A

C in c y R e p a ir

R e p la c e D o o rs /2

.8

.0

A v

.r v t

/1 /2

:0

:1

A M

AE164.3

B64 1ST FLOOR

GUIDON MES JV

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

VA Cincinnati Repair & Replace

Doors

3200 Vine Street, Cincinnati, OH

539-22-202

1,3,15,64

3/24/2023 JG TS

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/16" = 1'-0"AE164.3

1 B64-FIRST FLOOR

SCALE: 1/4" = 1'-0"AE164.3

2 B64-FIRST FLOOR - ENLARGED CALLOUT

SCALE: 1/4" = 1'-0"AE164.3

148A 148A B64-FIRST FLOOR

SCALE: 1/4" = 1'-0"AE164.3

155 155 B64-FIRST FLOOR

SCALE: 1/4" = 1'-0"AE164.3

4 STOREFRONT ELEVATION 3

BUILDING 64 DOOR SCHEDULE -1ST

DOOR

NUMBER

DIMENSIONS DOOR FRAME DETAILS

Fire Rating

GLAZING

TYPE

HARDWARE

SET COMMENTSWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

106D 3' - 6" 7' - 0" 1 3/4" FG AL CLEAR SE AL CLEAR BY MANUF. BY MANUF. - IL#1 29A

138 2' - 6" 7' - 0" 1 3/4" FL WD STAIN EXIST. EXIST. PAINT 3/AE601 4/AE601 - 29

148A 3' - 8" 7' - 0" 1 3/4" FG AL CLEAR SE AL CLEAR BY MANUF. BY MANUF. - IL#1 29A

155 3' - 4" 7' - 0" 1 3/4" FL WD STAIN S2 HM PAINT 1/AE601 2/AE601 - - 30

SCALE: 1/4" = 1'-0"AE164.3

5 STOREFRONT ELEVATION 4

A. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL HARDWARE

REQUIREMENTS BETWEEN HARDWARE SUPPLIES, ACCESS CONTROL

VENDOR, AND ANY OTHER TRADES THAT ARE INVOLVED. REQUIRED POWER

SUPPLIES AND AUXILIARY COMPONENTS THAT IS REQUIRED TO MAKE A

HARDWARE SET WORK BETWEEN ACCESS CONTROL AND HARDWARE SHALL

BE PROVIDED.

B. ALL HOLLOW METAL DOORS AND FRAMES SHALL BE FACTORY PRIMED AND

RECEIVE PAINT FINISH PRIOR TO INSTALLATION. FOR HOLLOW METAL PAINT

COLOR COORDINATE WITH VA.

C. PROVIDE SEALANT AROUND PERIMETER OF DOOR FRAME ADJACENT TO

WALL AND FLOOR CONSTRUCTION, BOTH SIDES.

D. MAINTAIN ADA CLEARANCE AROUND DOORS AND REFER ANY

DISCREPANCIES DUE TO COR AND ARCHITECT FOR CLARIFICATION.

E. RATED FRAMES, DOORS AND GLAZING SHALL BE UL LABELED IN A VISIBLE

LOCATION.

F. ALL HOLLOW METAL JAMBS TO BE PREPARED FOR ACCESS CONTROL AND

SECURITY HARDWARE. REFER TO ENGINEERING DRAWINGS FOR

ADDITIONAL INFORMATION.

G. REFER TO SPECIFICATIONS AND ENGINEERING DRAWINGS FOR ADDITIONAL

HARDWARE INFORMATION.

H. COORDINATE POWER AND DATA REQUIREMENTS AT DESIGNATED DOOR

OPENINGS.

I. EXISTING THROAT DIMENSIONS SHALL BE VERIFIED BY CONTRACTOR IN

FIELD.

J. EXISTING WALL MATERIAL SHALL BE VERIFIED BY CONTRACTOR IN FIELD.

K. IN MANY LOCATIONS, INSTALLATION OF THE NEW DOOR AND FRAME,

WHERE EXISTING WAS REMOVED, WILL NOT COVER ENTIRETY OF

PREVIOUSLY CONCEALED WALL, CEILING, AND FLOORING CONDITIONS.

ADDITIONALLY, EXISTING TO REMAIN FINISHES WILL BE DISTURBED BY

CONSTRUCTION ACTIVITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

REINSTALL EXISTING, PROVIDE NEW, AND/OR PATCH EXISTING FINISHES AS

REQUIRED TO PROVIDE A COMPLETE JOB AS DETERMINED BY THE VA.

L. CONTRACTOR TO ASSIST COR WITH PLACEMENT OF LOCATION LABELS ON

NEW DOORS.

M. ALL WOOD DOORS SHALL BE 20 MIN FIRE RATED IF SCHEDULE DOES NOT

REQUIRE A GREATER RATING.

N. ANY / ALL ALARM OR PRESSURE CONTACTS AT ANY BUILDING WHICH ARE

REMOVED TO ACCOMMODATE NEW WORK SHALL BE REINSTALLED.

O. INTENT IS THAT WHERE HARDWARE IS REMOVED FROM EXISTING DOOR TO

REMAIN, ANY HOLES IN DOOR ARE PATCHED AND FINISHED TO MATCH

EXISTING DOOR FINISH WHERE POSSIBLE. UTILIZE STAINLESS STEEL PLATE

BOTH SIDES OF DOOR TO COVER HOLES WHICH CANNOT BE PATCHED AND

WHICH ARE ON BOTH SIDES OF DOOR.

P. ALL EXTERIOR FRAMES TO BE UNDERCOATED AND SLUSHED.

Q. PROVIDE BALLISTIC FILM ON ALL EXTERIOR GLAZING.

R. RUN CONDUIT DOWN THE FRAMES FOR EVERY ELECTRIC POWER TRANSFER

AND ELECTRIC STRIKE TO PROTECT THE WIRING.

DOOR AND FRAME GENERAL NOTES

S2

AS SCHEDULED 2" TYP

A S

S C

H E

D U

LE

D

AS SCHEDULED 2" TYP4"

A

S S

C H

E D

U

LE

D

A S

S C

H E

D U

LE

D

AS SCHEDULED AS SCHEDULED

A S

S C

H E

D U

LE

D

4" 8"

A F

F

3'

2'

A S

S C

H E

D U

LE

D

AS SCHEDULED

AE601

TYP

AE601

TYP

AE601

TYP

AE601

TYP

DOOR AND FRAME TYPE LEGEND

S4

FL NL FG

T

DOOR TYPE ABBREVIATIONS

FL FLUSH

VL VISION LIGHT

NL NARROW LIGHT

HG HALF GLASS

FG FULL GLASS

GL GLASS

LL LOUVER

DOOR MATERIAL ABBREVIATIONS

AL ALUMINUM

HM HOLLOW METAL

WD WOOD

FRP FRP CLAD WOOD DOOR

AS SCHEDULED

A S

S C

H E

D U

LE

D

EQ. 1' - 0" EQ.

4'

/2

1'

VL

FRAME TYPE ABBREVIATIONS

S2 SINGLE / 2" HEAD

S4 SINGLE / 4" HEAD

SE SINGLE ENTRANCE / HEAD SIZE VARY PER MFR.

D2 DOUBLE / 2" HEAD

D4 DOUBLE / 4" HEAD

E2 DOUBLE EGRESS / 2" HEAD

DE DOUBLE ENTRANCE / HEAD SIZE VARY PER MFR.

W2 DOUBLE w/DIFFERENT WIDTH / 2" HEAD

FRAME MATERIAL ABBREVIATIONS

AL ALUMINUM

HM HOLLOW METAL

WD WOOD

AE601

TYP

AE601

TYP

2"

AS SCHEDULED

2"

2"

DOUBLE EGRESSE2

2"

AS SCHEDULED

2"

4"

DOUBLE EGRESSE4

A S

S C

H E

D U

LE

D

AS SCHEDULED

FL FL

BA

AS SCHEDULED

A S

S C

H E

D U

LE

D

8" X 8"

1'

LL

S2.1

AS SCHEDULED 2" TYP

A S

S C

H E

D U

LE

D

AE601

TYP

INFILL PANEL

LOUVER PANELCONDUIT

PASS THRU

NOTE: MATCH EXISTING

CONDITIONS

S2.2

AS SCHEDULED 2" TYP

A S

S C

H E

D U

LE

D

AE601

TYP

INFILL PANELS

NOTE: MATCH EXISTING

CONDITIONS

AS SCHEDULED

A S

S C

H E

D U

LE

D

8"

A F

F

3'

2'

0"

8"

HG

8"

GLAZING ABBREVIATIONS

IL INSULATED LAMINATED GLAZING

LG LAMINATED GLAZING

FR FIRE RESISTIVE GLAZING

HOLLOW METAL FRAME,

GROUT SOLID,

RE: DOOR SCHEDULE

EXISTING WALL TYPE,

VERIFY IN FIELD (NOT

ALL CONDITIONS ARE

KNOWN)

SEALANT, BOTH SIDES

VIF

+/- 5 3/4"

OTHER EXISTING

ADJACENT WALL

CONSTRUCTION MAY

EXIST. WALLS SHALL BE

PATCHED AND REPAIRED

AT OPENINGS WHERE

AFFECTED BY NEW

CONSTRUCTION, TYPICAL.

VIF

+/-8" @ SIM.

HOLLOW METAL FRAME,

GROUT SOLID,

RE: DOOR SCHEDULE

EXISTING WALL TYPE,

VERIFY IN FIELD

SEALANT, BOTH SIDES

JAMB ANCHOR

FRAMING STUD HEADER

HOLLOW METAL FRAME,

RE: DOOR SCHEDULE

SEALANT, BOTH SIDES

EXISTING WALL TYPE,

VERIFY IN FIELD

VIF

+/- 5 7/8"

HOLLOW METAL FRAME,

RE: DOOR SCHEDULE

EXISTING WALL TYPE,

VERIFY IN FIELD

DOUBLE STUD FRAMING

SEALANT, BOTH SIDES

JAMB ANCHOR

2"

1/

4"

FRAMING STUD HEADER

DOUBLE EGRESS DOOR,

HOLLOW METAL DOOR FRAME,

RE: DOOR SCHEDULE

SEALANT, BOTH SIDES

EXISTING WALL TYPE,

VERIFY IN FIELD

VIF

+/- 5 7/8"

DOUBLE EGRESS DOOR,

HOLLOW METAL DOOR FRAME,

RE: DOOR SCHEDULE

JAMB ANCHORS

SEALANT, BOTH SIDES

DOUBLE STUD FRAMING

EXISTING WALL TYPE,

VERIFY IN FIELD

2"

3 1/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

35% Schematic Design 11.14.22

85% Design Development 01.13.23

100% Construction Documents 02.21.23

SCOPE REVISIONS 09.19.23

A u to d e s k D o c s /2

.8

.0

V A

C in c y R e p a ir

R e p la c e D o o rs /2

.8

.0

A v

.r v t

/1 /2

:0

:2

A M

AE601

DOOR SCHEDULE

GUIDON MES JV

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

VA Cincinnati Repair & Replace

Doors

3200 Vine Street, Cincinnati, OH

539-22-202

1,3,15,64

3/24/2023 JG TS

CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

BUILDING 3 DOOR SCHEDULE

DOOR

NUMBER

DIMENSIONS DOOR FRAME DETAILS

Fire Rating

GLAZING

TYPE

HARDWARE

SET COMMENTSWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

B03 - BASEMENT

13 5' - 10" 7' - 0" 1 3/4" LL HM PAINT D4 HM PAINT 1/AE601 SIM 2/AE601 - - 14

B03 - SUB BASEMENT

SUB4 3' - 5" 7' - 0" 1 3/4" FL HM PAINT S2 HM PAINT 1/AE601 SIM 2/AE601 - - 15

BUILDING 1 DOOR SCHEDULE

DOOR

NUMBER

DIMENSIONS DOOR FRAME DETAILS

LOCATION Fire Rating

GLAZING

TYPE

HARDWARE

SET COMMENTSWIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB

B01-0BASEMENT

B013 6' - 0" 7' - 0" 1 3/4" FL HM PAINT D2 HM PAINT 1/AE601 SIM 2/AE601 EXTERIOR 0 - 4

B01-1ST FLOOR

B150 3' - 6" 7' - 0" 1 3/4" FG AL CLEAR SE AL CLEAR BY MANUF. BY MANUF. INTERIOR 0 LG#1 5

B01-3RD FLOOR

A313 4' - 0" 7' - 0" 1 3/4" FL WD STAIN W2 HM PAINT 3/AE601 4/AE601 INTERIOR 0 - 12

B303 6' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR 3/AE601 4/AE601 INTERIOR - 13 NO HOSPITAL STOPS THIS OPENING

C*3*7 8' - 0" 7' - 0" 1 3/4" HG WD STAIN E2 HM PAINT 5/AE601 6/AE601 INTERIOR 3/4 FR#1 11 NO HOSPITAL STOPS THIS OPENING

C*3*9 7' - 5 3/4" 7' - 0" 1 3/4" NL WD STAIN E2 HM PAINT 5/AE601 6/AE601 INTERIOR 0 LG#1 11.1

C*3*17 7' - 7" 7' - 0" 1 3/4" NL WD STAIN D2 HM PAINT 3/AE601 4/AE601 INTERIOR 3/4 FR#1 13.1

B01-7TH FLOOR

A702 4' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B ANTI-LIGATURE HARDWARE ONLY

A704 4' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 1 1B ANTI-LIGATURE HARDWARE ONLY

A704B-1 2' - 2" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR ETR ETR ETR INTERIOR 0 1B ANTI-LIGATURE HARDWARE ONLY

A704B-2 3' - 0" 7' - 0" 1 3/4" ETR ETR ETR ETR ETR…