Amended Drawings.pdf

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Attached to
506-334 – Construct Private In-Patient Rooms and Primary Clinics
Solicitation number
36C25024B0031_1
Issued by

About this file

This document appears to be amended drawings related to a federal contract opportunity from the Department of Veterans Affairs Technology Acquisition Center Austin to construct private in-patient rooms and primary clinics in Ann Arbor, MI.

The solicitation number is 36C25024B0031_1 and the contract opportunity name is "506-334 – Construct Private In-Patient Rooms and Primary Clinics". The amended drawings likely provide updated design specifications or architectural plans for the construction project. Key details around the required products and services, response dates, award information, pricing, set-asides, or other salient contract terms are not included in this document, as it appears to only contain the amended drawings rather than the full solicitation package.

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506-334 Solicitation Amendment 005 - 36C25024B0031 0005.docx DOCX document
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506-334 Solicitation Amendment 004 36C25024B0031 0004.docx DOCX document
Round 2 Technical Questions - Ann Arbor - 506-334 - FINAL - 7-22-24.pdf PDF
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506-334 Solicitation Amendment 003 - 36C25024B0031 0003.docx DOCX document
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Technical Questions - Ann Arbor - 506-334 - FINAL - 7-16-24.pdf PDF
506-334 - Solicitation Amendment 0001 - 36C25024B0031_1 0001.docx DOCX document
506-334 Construct Private In-Patient Beds - sign in sheet 20240701.pdf PDF
Attachment 08 - Drawings - Mechanical.pdf PDF
Attachment 10 - Drawings - Structural.pdf PDF
Attachment 11 - Drawings - Telecommunications.pdf PDF
Attachment 02 - Specifications Vol 2.pdf PDF
Attachment 14 - Wage Determination - Washtenaw County - 4-5-24.pdf PDF
S02 - 36C25024B0031_1.docx DOCX document
Attachment 06 - Drawings - Fire Protection.pdf PDF
Attachment 13 - Limitations on Subcontracting - Construction.docx DOCX document
Attachment 01 - Specifications Vol 1.pdf PDF
Attachment 12 - Brand Name JA - Ann Arbor - 506-334 - FINAL.pdf PDF
Attachment 05 - Drawings - Electrical.pdf PDF
Attachment 09 - Drawings - Plumbing.pdf PDF
Attachment 04 - Drawings - Architectural - Vol 2.pdf PDF
Attachment 15 - Site Visit Instructions - Ann Arbor.docx DOCX document
Attachment 03 - Drawings - Architectural - Vol 1.pdf PDF
Attachment 07 - Drawings - General - Civil.pdf PDF
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EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

A101 SIM.

EXP.X

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

FULLER COURT

F U

L L E

R R

O A

D

GLAZIER W

AY

FULLER COURT

B E

A L

A V

E N

U E

FULLER ROAD

B O

N

IS

T E

E L

B L V

D

1W

1E

37 15 31 22 T09

H

J

G B

A

D

VA MEDICAL CIRCLE

PROJECT LOCATION

S

TA

TE

OF MICH

IG

A

L

IC

E

N S

ED ARC

H

IT

E C T

N

MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Department of Veterans Affairs Medical Center

524 FERNWOOD AVENUE

ALTAMONTE SPRINGS, FLORIDA 32701

407.830.6522 P

937.461.0260 F

RDC / JOHN POE ARCHITECTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

HEAPY ENGINEERING

1400 WEST DOROTHY LANE

DAYTON, OH 45409

937.224.0861 P

937.224.5777 F

TTL ASSOCIATES, INC.

1915 NORTH 12 STREET

TOLEDO, OH 43604

419.324.2222 P

419.241.1808 F

ENVIRONMENTAL ENGINEERING

ARCHITECTURE | PLANNING | INTERIOR DESIGN

MECHANICAL | ELECTRICAL | PLUMBING

THP LIMITED, INC.

100 E. EIGHTH STREET, SUITE 300

CINCINNATI, OH 45202

513.241.3222 P

513.241.2981 F

STRUCTURAL ENGINEERING

MIDWESTERN CONSULTING

3815 PLAZA DRIVE

ANN ARBOR, MI 48108

734.995.0200 P

734.995.0599 F

CIVIL ENGINEERING

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Design Development 65% (Re-submittal) 11.15.2021

/1

/2

:4

:4

P

M

Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

COVER SHEET

G001

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

Construct Private In-Patient Rooms & Primary Clinics

2215 Fuller Road Ann Arbor, MI 48105 PROJECT #: 506-334

JEFF MEANS

100% BID DOCUMENTS

20014.00

GENERAL CONSTRUCTION NOTES

* PLEASE NOTE THAT THE TERM PROJECT ENGINEER REFERS TO THE

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

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

INTERNATIONAL BUILDING CODE, AND OTHER CODES 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

GRAPHIC SYMBOLS

N Scale: 1" = 160'-0"

SITE PLAN

8. CONTRACTOR SHALL PROVIDE WOOD BLOCKING AT TOILET ACCESSORIES,

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

AND OTHER WALL MOUNTED ITEMS, AS INDICATED IN THE CONTRACT

DOCUMENTS AND AS RECOMMENDED BY PRODUCT MANUFACTURERS. ALL

WOOD BLOCKING SHALL BE FIRE RETARDANT TREATED.

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

SPECIFICALLY NOTED OTHERWISE. IF NO FINISH IS INDICATED AT A

PARTICULAR SURFACE, CONTRACTOR SHALL PROVIDE FINISH(S) AS

INDICATED AT SIMILAR CONDITIONS.

10. CONTRACTOR SHALL PROVIDE COMPLETE AND FULLY OPERATIONAL

SYSTEMS WHICH COMPLY WITH STATED CODES AND REGULATIONS. WHERE

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

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

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

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

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

THE WALL.

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

AN INDEPENDENT REVIEW BY A CERTIFIED FIRE PROTECTION ENGINEER

RETAINED BY THE OWNER. THE FIRE PROTECTION CONTRACTOR IS

RESPONSIBLE FOR MAKING ANY REQUIRED CHANGES TO THE DESIGN AS

IDENTIFIED BY THE OWNER'S FIRE PROTECTION ENGINEER AS NECESSARY

FOR COMPLIANCE WITH SPECIFIED NFPA REQUIREMENTS.

13. CONTRACTOR SHALL COORDINATE DESIGNATED OUTSIDE LAYDOWN AREA &

ANY ROOMS INSIDE THE FACILITY FOR MATERIAL STORAGE WITH C.O.R.

PRIOR TO COMMENCEMENT OF WORK

GENERAL

G001 COVER SHEET

G100 CODE PLANS

G200 SEQUENCE OF CONSTRUCTION

G301 BID DEDUCT ALTERNATE 01 & 02

G302 BID DEDUCT ALTERNATE 03 & 04

CIVIL

C001 EXISTING CONDITIONS AND SITE PREP

STRUCTURAL

S001 GENERAL STRUCTURAL NOTES

S002 TYPICAL DETAILS

S003 TYPICAL DETAILS

S104 THIRD AND FOURTH FLOORS FRAMING PLANS

S105 FIFTH FLOOR AND ROOF FRAMING PLANS

S106 EXISTING ROOF FRAMING PLAN

S201 FRAMING DETAILS

S301 TRUSS ELEVATION AND DETAILS

S401 STEEL COLUMN SCHEDULE AND DETAILS

S501 WEST ELEVATION SUPPLEMENTAL FRAMING

ARCHITECTURAL

AD102 SECOND FLOOR - DEMOLITION PLAN

AD103 THIRD FLOOR / SECOND FLOOR ROOF - DEMOLITION PLAN

AD104 FOURTH FLOOR - DEMOLITION PLAN

AD105 FIFTH FLOOR - DEMOLITION PLAN

AD106 SIXTH FLOOR - DEMOLITION PLAN

AD122 SECOND FLOOR REFLECTED CEILING - DEMOLITION PLAN

AD201 EXTERIOR DEMOLITION ELEVATIONS

AD202 EXTERIOR DEMOLITION ELEVATIONS & DETAILS

A103-D THIRD FLOOR DIMENSION PLAN

A103-N THIRD FLOOR NOTE PLAN

A104-D FOURTH FLOOR DIMENSION PLAN

A104-N FOURTH FLOOR NOTE PLAN

A105-D FIFTH FLOOR DIMENSION PLAN

A105-N FIFTH FLOOR NOTE PLAN

A106 SIXTH FLOOR / ROOF PLAN

A122 SECOND FLOOR - REFLECTED CEILING PLAN

A123 THIRD FLOOR - REFLECTED CEILING PLAN

A124 FOURTH FLOOR - REFLECTED CEILING PLAN

A125 FIFTH FLOOR - REFLECTED CEILING PLAN

A126 CEILING DETAILS

A201 EXTERIOR ELEVATIONS

A202 EXTERIOR ELEVATIONS

A300 WALL TYPES

A301 BUILDING SECTIONS

A311 WALL SECTIONS

A321 DETAILS

A322 DETAILS

A401 INTERIOR ELEVATIONS

A402 INTERIOR ELEVATIONS

A403 INTERIOR ELEVATIONS

A404 INTERIOR ELEVATIONS

A407 RESTROOM INTERIOR ELEVATIONS

A511 CASEWORK SECTIONS & DETAILS

A601 DOOR SCHEDULE & DETAILS

A611 WINDOW & STOREFRONT

A612 WINDOW DETAILS

IF001 FINISH LEGEND

IF301 THIRD FLOOR - FLOOR FINISH PLAN

IF302 THIRD FLOOR - WALL FINISH PLAN

IF303 THIRD FLOOR - WALL PROTECTION PLAN

IF401 FOURTH FLOOR - FLOOR FINISH PLAN

IF402 FOURTH FLOOR - WALL FINISH PLAN

IF403 FOURTH FLOOR - WALL PROTECTION PLAN

IF501 FIFTH FLOOR - FLOOR FINISH PLAN

IF502 FIFTH FLOOR - WALL FINISH PLAN

IF503 FIFTH FLOOR - WALL PROTECTION PLAN

IS301 THIRD FLOOR - SIGNAGE PLAN

IS401 FOURTH FLOOR - SIGNAGE PLAN

IS501 FIFTH FLOOR - SIGNAGE PLAN

IS600 SIGNAGE DETAILS

QH103 THIRD FLOOR - FURNITURE & EQUIPMENT PLAN

QH104 FOURTH FLOOR - FURNITURE & EQUIPMENT PLAN

QH105 FIFTH FLOOR - FURNITURE & EQUIPMENT PLAN

FIRE SUPPRESSION

F001 ABBREVIATIONS, SYMBOLS & INDEX OF DRAWINGS

F002 BID DEDUCT ALTERNATE 01 & 02

F003 BID DEDUCT ALTERNATE 03 & 04

FX103 PARTIAL THIRD FLOOR PLAN

FX104 PARTIAL FOURTH FLOOR PLAN

FX105 PARTIAL FIFTH FLOOR PLAN

PLUMBING

P001 ABBREVIATIONS, SYMBOLS & INDEX OF DRAWINGS

P002 BID DEDUCT ALTERNATE 01 & 02

P003 BID DEDUCT ALTERNATE 03 & 04

PD102 PARTIAL SECOND FLOOR PLAN - REMOVALS

PD103 PARTIAL THIRD FLOOR PLAN - REMOVALS

PD104 PARTIAL FOURTH FLOOR PLAN - REMOVALS

PD105 PARTIAL FIFTH FLOOR PLAN - REMOVALS

PL102 PARTIAL SECOND FLOOR PLAN - DRAINAGE

PL103 PARTIAL THIRD FLOOR PLAN - DRAINAGE

PL104 PARTIAL FOURTH FLOOR PLAN - DRAINAGE

PL105 PARTIAL FIFTH FLOOR PLAN - DRAINAGE

PL106 PARTIAL SIXTH FLOOR PLAN - DRAINAGE

PP103 PARTIAL THIRD FLOOR PLAN - DISTRIBUTION

PP104 PARTIAL FOURTH FLOOR PLAN - DISTRIBUTION

PP105 PARTIAL FIFTH FLOOR PLAN - DISTRIBUTION

PG105 PARTIAL FIFTH FLOOR PLAN - MEDICAL GAS

P401 ENLARGED PLAN

P601 SCHEDULES & DIAGRAMS

P901 SANITARY WASTE AND VENT DIAGRAM

P902 DOMESTIC WATER DIAGRAM

P903 MEDICAL GAS DIAGRAM

P904 STORM & SECONDARY OVERFLOW DIAGRAM

MECHANICAL

M001 ABBREVIATIONS, SYMBOLS & INDEX OF DRAWINGS

M002 BID DEDUCT ALTERNATES

M003 BID DEDUCT ALTERNATES

MD102 PARTIAL SECOND FLOOR PLAN - REMOVALS

MD103 PARTIAL THIRD FLOOR PLAN - REMOVALS

MD104 PARTIAL FOURTH FLOOR PLAN - REMOVALS

MD105 PARTIAL FIFTH FLOOR PLAN - REMOVALS

MH101 PARTIAL FIRST FLOOR PLAN - TEMPORARY AIR HANDLING UNIT

MH102 PARTIAL SECOND FLOOR PLAN - DUCTWORK

MH103 PARTIAL THIRD FLOOR PLAN - DUCTWORK

MH104 PARTIAL FOURTH FLOOR PLAN - DUCTWORK

MH105 PARTIAL FIFTH FLOOR PLAN - DUCTWORK

MH106 PARTIAL SIXTH FLOOR PLAN - DUCTWORK

MP103 PARTIAL THIRD FLOOR PLAN - PIPING

MP104 PARTIAL FOURTH FLOOR PLAN - PIPING

MP105 PARTIAL FIFTH FLOOR PLAN - PIPING

MP106 PARTIAL SIXTH FLOOR PLAN - PIPING

M401 ENLARGED PLANS

M402 ENLARGED PLAN

M403 ENLARGED PLANS

M501 DETAILS

M502 DETAILS

M503 DETAILS

M504 DETAILS

M505 AIRFLOW SCHEMATICS

M601 SCHEDULES

M602 SCHEDULES

M901 CONTROLS

M902 CONTROLS

M903 CONTROLS

M904 CONTROLS

ELECTRICAL

E001 ABBREVIATIONS, SYMBOLS & INDEX OF DRAWINGS

E002 BID DEDUCT ALTERNATES

ED103 PARTIAL THIRD FLOOR PLAN - REMOVALS

ED105 PARTIAL FIFTH FLOOR PLAN - REMOVALS

EL103 PARTIAL THIRD FLOOR PLAN - LIGHTING

EL104 PARTIAL FOURTH FLOOR PLAN - LIGHTING

EL105 PARTIAL FIFTH FLOOR PLAN - LIGHTING

EP101 PARTIAL FIRST FLOOR PLAN - POWER

EP103 PARTIAL THIRD FLOOR PLAN - POWER

EP104 PARTIAL FOURTH FLOOR PLAN - POWER

EP105 PARTIAL FIFTH FLOOR PLAN - POWER

EP106 PARTIAL SIXTH FLOOR & ROOF PLAN - POWER

E401 ENLARGED PLANS

E501 SCHEDULES & DETAILS

E502 PANEL SCHEDULES

E503 PANEL SCHEDULES

E601 PARTIAL SINGLE LINE DIAGRAM

E602 PARTIAL SINGLE LINE DIAGRAM

E603 PARTIAL SINGLE LINE DIAGRAM

E604 PARTIAL SINGLE LINE DIAGRAM

TELECOMMUNICATIONS

T001 ABBREVIATION, SYMBOLS & INDEX OF DRAWINGS

T002 BID DEDUCT ALTERNATES 01 & 02

T003 BID DEDUCT ALTERNATES 03 & 04

TD103 PARTIAL THIRD FLOOR PLAN - REMOVALS

TD104 PARTIAL FOURTH FLOOR PLAN - REMOVALS

TD105 PARTIAL FIFTH FLOOR PLAN - REMOVALS

TA103 PARTIAL THIRD FLOOR PLAN - TECHNOLOGY

TA104 PARTIAL FOURTH FLOOR PLAN - TECHNOLOGY

TA105 PARTIAL FIFTH FLOOR PLAN - TECHNOLOGY

TA106 FIRST FLOOR PLAN BUILDING 28 - TECHNOLOGY

TY103 PARTIAL THIRD FLOOR PLAN - TECHNOLOGY SECURITY

TY104 PARTIAL FOURTH FLOOR PLAN - TECHNOLOGY SECURITY

TY105 PARTIAL FIFTH FLOOR PLAN - TECHNOLOGY SECURITY

Revisions Date

2 Addendum #2 7/16/2024

CORE WORK HOURS ARE WITHIN 7AM – 4 PM.

ANY WORK THAT REQUIRES CRANE LIFTS FOR STRUCTURAL STEEL OR OTHER

WORK THAT WILL REQUIRE SHUTDOWN OF THE PHARMACY ON THE FIRST

FLOOR WILL NOT BE COMPLETED BETWEEN 1:00 PM AND 8:00 PM.

0-HR Smoke Partition: NFPA 101 - 8.4

1-HR Smoke Barrier: NFPA 101 - 8.5

2-HR Smoke Barrier: NFPA 101 - 8.5

1-HR Fire Barrier: NFPA 101 - 8.3

2-HR Fire Barrier: NFPA 101 - 8.3

Means of Egress

Egress Capacity

Existing Wall to Remain

New Wall

Area of New Work

No Architectural Work this Area

Suite Designation

Fire Extinguisher

TOTAL TRAVEL DISTANCE= 180'

(MAXIMUM= 200')

TOTAL TRAVEL DISTANCE= 183

(MAXIMUM= 200')

Common Path of Travel= 90'

(MAXIMUM= 100' )

COMPARTMENT ZONE 3

7,200 SF

COMPARTMENT ZONE 2

22,590 SF

COMPARTMENT ZONE 1

12,194 SF

Common Path of Travel= 100'

(MAXIMUM= 100' )

TOTAL TRAVEL DISTANCE= 212'

(MAXIMUM= 200' )

TOTAL TRAVEL DISTANCE= 149'

(MAXIMUM= 200' )

TOTAL TRAVEL DISTANCE= 95'

(MAXIMUM= 200' )

SUITE

9,117 SF

Common Path of Travel= 42'

(MAXIMUM= 100')

SUITE EXIT= 100'

(MAXIMUM= 100')

TOTAL TRAVEL DISTANCE= 148'

(MAXIMUM= 200')

SUITE EXIT= 98'

(MAXIMUM= 100')

TOTAL TRAVEL DISTANCE= 141'

(MAXIMUM= 200')

COMPARTMENT ZONE 4

7,316 SF

COMPARTMENT ZONE 3

20,260 SF

COMPARTMENT ZONE 2

6,539 SF

S

TA

TE

OF MICH

IG

A

L

IC

E

N S

ED ARC

H

IT

E C T

N

MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

/1

/2

:4

:5

P

M

Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

CODE PLANS

G100

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

CODE LEGEND

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

THIRD FLOOR - CODE PLAN

N

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

FOURTH FLOOR - CODE PLAN

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

FIFTH FLOOR - CODE PLAN

Project Data Project Name: AE Construct In-Patient Rooms Project Number: VA# 506-334 / RDCJPA# 20014.00 Project Address: VA Ann Arbor Healthcare System

Building 1W 2215 Fuller Road, Ann Arbor, MI 48105

Project Description: 3 story vertical addition on the west side of Building 1 and associated interior remodeling of spaces adjacent to addition. Addition to accommodate future 6th thru 9th floors.

Applicable Building Codes Authority Having Jurisdiction Ann Arbor – Veterans Affairs Medical Center Building Code: NFPA 101, Life Safety Code, 2021 Edition

NFPA 96, Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations, 2021 Edition

International Building Code, 2021 Edition Accessibility Code: VA Barrier Free Design Standard, PG-18-13/ABAAS, January 1, 2017

(revised October 1, 2023) Structural Code: International Building Code, 2021 Edition Elevator Code: N/A Energy Code: ASHRAE 90.1-2021 (target 30% better than baseline) Mechanical Code: 2021 International Mechanical Code Plumbing Code: 2021 International Plumbing Code

2021 NFPA 54 National Gas Fuel Code Electrical Code: 2020 NFPA 70 National Electrical Code Fire Code: 2019 NFPA 72 National Fire Alarm Code

2019 NFPA 13, 13D & 13R

Life Safety Summary Occupancy: Third Floor: Ambulatory

Fourth Floor: Business Fifth Floor: Healthcare

Stair Width: 3rd floor stair width (Maximum Occupants per floor):

99,800 sf x 150 sf per occupant = 666 occupants 666 occupants x 0.3" = 199.8" required width 199.8"/8 stairways - 24.975" required per stairway All stairways exceed 36" in accordance with Table 7.2.2.2.1.1 (b), Existing Stairs

Construction Type: II (222) Actual Height: 61’-5” Actual Area: Third Floor: Infill: 5,311 SF | Renovation: 2,102 SF

Fourth Floor:Infill: 5,311 SF | Renovation: 1,056 SF Fifth Floor: Infill: 5,311 SF | Renovation: 3,800 SF Total: Infill: 15,933 SF | Renovation: 6,958 SF

Hazard of Content: Ordinary Hazard Contents Sprinkler System: Fully suppressed (NFPA 13) Fire Resistance Ratings: Structural Frame: 2 hour

Exterior Bearing Walls: 2 hour Interior Bearing Walls: 2 hour Exterior Non-Bearing Walls: 0 hour Interior Non-Bearing Walls: 0 hour Columns: 2 hour Floor Construction: 2 hour Roof Construction: 1 hour

Smoke Compartment: Third Floor (Max 40,000 sf) Compartment Zone 1 12,194 s.f.

Compartment Zone 2 22,590 s.f.

Compartment Zone 3 7,200 s.f.

Fourth Floor Compartment Compartment Zone 2 33,838 s.f.

Fifth Floor (Max 22,500 sf) Compartment Zone 2 6,539 s.f.

Compartment Zone 3 20,260 s.f.

Compartment Zone 4 7,316 s.f.

Suite: Maximum SF (10,000 sf) 9,117 s.f.

Direct visual supervision provided.

Total coverage automatic smoke detection.

Required Separations: Storage Rooms > 100 sf: 1 HR Fire Barrier (Healthcare Only)

Boiler/Furnace Rooms: 1 HR Fire Barrier Electrical Rooms: 1 HR Fire Barrier Stairs: Existing Shafts: 1 HR Connecting <4 stories

2 HR Connecting >4 stories Corridors: 0 HR Smoke Partition

(Heathcare only) Travel Distance Restrictions:

Dead-End Corridor Limit: 30 ft. Health Care 50 ft. Ambulatory 50 ft. Business

Common Path of Travel: 100 ft. Health Care, Ambulatory, & Business Travel Distance to Suite Exit: 100 ft. Health Care Travel Distance to Exits: 200 ft. Health Care and Ambulatory

300 ft Business Travel Distance from Room: 50 ft. Health Care

150 ft Ambulatory 300 ft Business

Revisions Date

2 Addendum #2 7/16/2024

ALL RENOVATION WORK IN THIS

AREA TO BE COMPLETED AFTER

REMAINDER OF FLOOR HAS

BEEN TURNED OVER TO THE VA

LOUNGE

NURSE

STATION

NS-503

STAFF

LOUNGE

OFFICE

SOILED

HOLD

1BR

ISOLATION

ROOM #1

BATH

505A

BATH

507A

1BR

PATIENT

ROOM #2

FEMALE

LAV

522D

MALE LAV

522B

CLEAN

UTILITY

EQUIPMENT

ALCOVE

ANTE

505B OFFICE

CLEAN

LINEN

LOCKERS

522A

LOCKERS

522C

NURSE

STATION

NS-500

SPACE

WHEEL

CHAIR/

STRETCHER

MED ROOM

1BR

PATIENT

ROOM #3

BATH

509A

1BR

PATIENT

ROOM #4

BATH

515A

BATH

517A

BATH

519A

NURSE

STATION

NS-501

NUTRITION

1 BR

PATIENT

ROOM #7

1 BR

PATIENT

ROOM #8

BATH

524A

1 BR

PATIENT

ROOM #9

BATH

525A

BATH

523A

ALCOVE

1BR

PATIENT

ROOM #5

1BR

PATIENT

ROOM #6

NURSE

STATION

NS-502

CORRIDOR

C5-51

STAFF

LOUNGE

B511

STAFF

LOUNGE

B509

ELECTRICAL

A511

ELECTRICAL

A578

DATA

A575

DATA

A525

CORRIDOR

C5-50

CORRIDOR

C5-52

CORRIDOR

C5-07

CORRIDOR

C5-09

CORRIDOR

C5-13

ALL NEW WORKIN THIS AREA

TO BE COMPLETED PRIOR TO

THE HATCHED REGION

STAGING AREA

-CRANE LOCATION

-DUMPSTERS

-JOB TRAILER

CONFIRM WITH VA COR LOCATION OF

CONTRACTOR PARKING AND FENCING

SUBCONTRACTOR PARKING OFFSITE

PROJECT LOCATION

7 FT HIGH CHAIN LINK FENCING

A321

3 HEALTHY

TEACHING

KITCHEN

OPEN OFFICE

CHAPEL

OPEN OFFICE

OPEN OFFICE

A321

1. EXTERIOR ENVELOPE AND NEW

STRUCTURE TO BE COMPLETED

PRIOR TO REMOVING EXISTING

WINDOWS SCHEDULED TO BE

DEMOLISHED

3. EXISTING OFFICES TO BE

RENOVATED AFTER NEW

STRUCTURAL SYSTEM AND

EXTERIOR WALL IS COMPLETED.

3. EXISTING OFFICES TO BE

RENOVATED AFTER NEW

STRUCTURAL SYSTEM AND

EXTERIOR WALL IS COMPLETED.

2. EXISTING WINDOWS WITHIN

THIS AREA TO BE REMOVED

AFTER NEW ADDITION IS

ENCLOSED

2. EXISTING WINDOWS WITHIN

THIS AREA TO BE REMOVED

AFTER NEW ADDITION IS

ENCLOSED

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1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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12.15.2023

SEQUENCE OF CONSTRUCTION

G200

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

Scale: 1/16" = 1'-0"3

FIFTH FLOOR SEQUENCE OF CONSTRUCTION

Scale: 1" = 10'-0"1

STAGING PLAN

Revisions Date

2 Addendum #2 7/16/2024

Scale: 1/16" = 1'-0"2

THIRD FLOOR SEQUENCE OF CONSTRUCTION

A. For temporay partition locations see Demolition Plans. 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. Temporary partition to structural deck above. See A601 for temporary partition type.

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 work involving the generation of excessive noise so as to occur during non-peak operating hours, 1000 to 1600 daily.

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.

GENERAL PHASING NOTES

15 15

13 13

12 12

11 11

E.8

F G H IE

A301

A301

A301

2.71

2.10

2.70

2.71

2.72

2.692.69

2.10

2.692.69

2.70

2.69

2.10

6'-3"

1'-10 1/8"

Wall Demo

Extent of

6'-0" 2'-8"

Wall Demo

Extent of

W a ll

D e m o

E x te n t o f

2.23

T1.0

T1.0

2.83

2.69

2.70

2.70

2.69

2.69

2.70

A511

B01W

B01E

LEGEND

Wall to be Demolished

Existing Wall to Remain

New Wall

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1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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FOURTH FLOOR - DEMOLITION

PLAN

AD104

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

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

FOURTH FLOOR - DEMOLITION PLAN

KEY PLAN

A. Remove all existing construction shown with dashed line. Repair wall and floor finishes to match adjacent surfaces at areas of removal or scheduled new surfaces as required.

B. Salvage existing door hardware at doors to be demolished, box, label and turn over 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 unless otherwise noted.

Coordinate any required changes to these systems with the C.O.R.

E. Remove all abandoned cables and/or wiring, piping, tubing, etc.

serving other areas and functions located above ceiling.

F. Repair existing walls to match adjacent undisturbed wall where cabinets, countertops, etc. are shown to be removed.

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

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

I. Salvage existing toilet accessiories at rooms to be demolished, box, label and turn over to Owner.

J. Salvage existing whiteboards, shelving, cabinets and suport brackets to be demolished, box, label and turn over to Owner.

K. Salvage existing signage and artwork in corridors, box, label and turn over to Owner.

L. Existing column concrete wraps to remain. If damged, repair as needed.

GENERAL DEMOLITION NOTES

2.10 Remove existing window, sill and wall below for new door.

Prepare opening for new construction and weatherproof until infill can be completed. See sequence of construction notes and lead paint abatement specification. See plans for new door location.

2.23 Remove and salvage metal gate. Turnover to owner.

2.69 Remove existing louver. Prepare opening for new

construction and weatherproof until infill can be completed. See sequence of construction notes and Lead Paint Abatement specification.

2.70 Remove existing window & sill. Prepare opening for new

construction and weatherproof until infill can be completed. See sequence of construction notes and Lead Paint Abatement specification.

2.71 Remove indicated portion of exterior masonry wall cmu up to bottom of concrete above and brick to existing ledge angle.

2.72 Existing mechanical equipment/ductwork to be

demolished, and/or relocated. See Mechanical Drawings for extent of demolition, new work and sequence of construction to maintain mechanical services to basement, first and second floor.

2.83 All work in this area to occur in one room at a time. All demolition and new work shall be completed in a single room prior to beginning work in the next room. Coordinate access to rooms with COR. Coordinate with sequence of construction notes.

PLAN NOTES

Revisions Date

2 Addendum #2 7/16/2024

305B

C3-A

307B

OPEN

OFFICE

CHAPEL

COMMON

SPACE

STORAGE

307A

OPEN

OFFICE

HEALTHY

TEACHING

KITCHEN

LOBBY

SPACE

OPEN

OFFICE

A301

A301

A301

7.01

7.02

TYP

7.06

TYP

7.06 9.08

9.08 9.08

S2.0

S2.0

S1.1A

S1.1A

S1.1A

S1.1A

S3.0

S2.0

S2.0S2.0 S2.0

S2.0

16'-8 5/8"

/4

/4

13'-0"

6'-9 7/8"

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

/4

/4

22'-1 3/4"6'-9 7/8"29'-9 7/8"

6'-1 1/2"

2'-1 1/2"

/8

/4

13'-6 1/2"

2'-1 1/2"

10'-11 1/4"

1'-10 1/8" 1'-3"

/4

S7.0-F

9.09ELECTRICAL

A311

DATA

A306C

DATA

A37026.02

STORAGE

A317A

7.06

307A

A321

C

2/A201

10.41

S7.0-F

S7.0-F

10.41

10.41

S1.1A

S3.0S2.0

S1.1AS2.0

S2.0

A4

/8

S2.3 S2.3

B

CORRIDOR

C3-B

E1.0

E1.0

E1.0

E1.0

E1.0

T1.0

T1.0

T1.0

T1.0T1.0

S2.0

S2.0

S2.0

S1.1-F2

S1.0-S S1.0-S

S1.0-S S1.0-S

S1.1-F2

307C

S1.0-SS1.0-SS1.0-SS1.0-SS1.0-SS1.0-S

A404

A

A404

C

S2.0

S2.0

S1.0E1.0

H.A.C.

305A

S2.3

S7.0-F

9.10

9.10

CLOSET

A401

A404

B

A401

A401

A

A401

A

9.109.10

9.109.10

9.10

9.10

9.10

9.10

D

E

A322

SIM

A511

B01W

B01E

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

A101 SIM.

EXP.X

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

0-HR Smoke Partition: NFPA 101 - 8.4

1-HR Smoke Barrier: NFPA 101 - 8.5

2-HR Smoke Barrier: NFPA 101 - 8.5

1-HR Fire Barrier: NFPA 101 - 8.3

2-HR Fire Barrier: NFPA 101 - 8.3 S

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MICHAEL

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1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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THIRD FLOOR NOTE PLAN

A103-N

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

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

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

C. Install fire retardent blocking at all wall mounted equipment, accessories, casework and wall mounted door stops..

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

E. Coordinate access for all construction, deliveries, and debris removal with the COR. See General Requirements.

F. Maintain rating at all existing rated construction. Repair all damage to existing rated walls.

G. All new structural steel is to be protected with Type 2 applied fireproofing unless noted otherwise. Provide 2 hour rating for all columns, griders and beams unless noted otherwise.

H. Refer to series A400 sheets for interior elevations and accessory schedule.

I. All wall types to be S1.0 unless noted otherwise.

J. All column enclosures to be S2.3 unless noted otherwise.

K. All column enclosures at existing columns to have size verified in field.

GENERAL NOTES

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

THIRD FLOOR NOTE PLAN

KEY PLAN

GRAPHIC SYMBOLS

FIRE WALL LEGEND

7.01 Expansion joint type I-1: Interior floor to floor, 2 hour rated.

7.02 Expansion joint type I-2: Interior wall to wall.

7.06 Expansion joint type E-2: Exterior wall to floor, 2 hour rated.

9.08 Finish face of drywall to be flush with original interior plane of demoed window. See detail.

9.09 Replace 2" wall system as needed to infill door removal.

Match existing.

9.10 Infill wall opening with noted wall type. Provide a smooth finish to match adjacent wall surfaces. Match adjacent textures. Paint entire wall to match existing. Provide control joints where new meets existing.

10.41 Semi-recessed fire extinguisher cabinet.

26.02 New electrical panels or switchboards shall be served from existing locations. See Electrical Drawings.

PLAN NOTES

1/ A

MECHANICAL

ROOM

ELECTRICAL

SHOP

S-01-4A

400A

A301

A301

A301

M3.0

S2.0

S2.0

8.068.06

5.10

8.05

3.013.01

3.023.02

30'-7"

/4

/8

15'-8 3/4"

31'-6" 20'-7 1/2"

4.01

7.06

7.01

7.02

7.06 7.06 7.017.05

BELOW RAISED SLAB

BELOW RAISED SLAB

ELECTRICAL

A474

DATA

A470

DATA

A432A

1/ A

OFFICE

401A

3.023.02

A321

SIM

A321

S2.0

S7.0-FS7.0-F

/8

/2

/8

S7.0-FS7.0-F

6'-0 5/8"

2/A201

4/ A

M3.0

S2.0

S2.0

S2.3S2.3

S2.3S2.3

S1.2A

S1.2A

S1.2B

S1.2B

401A

A

S7.0-F

S7.0-F

S1.1-F2

S1.1B

A322

SIM

A511

B01W

B01E

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

A101 SIM.

EXP.X

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

0-HR Smoke Partition: NFPA 101 - 8.4

1-HR Smoke Barrier: NFPA 101 - 8.5

2-HR Smoke Barrier: NFPA 101 - 8.5

1-HR Fire Barrier: NFPA 101 - 8.3

2-HR Fire Barrier: NFPA 101 - 8.3 S

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MICHAEL

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1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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12.15.2023

FOURTH FLOOR NOTE PLAN

A104-N

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

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

FOURTH FLOOR NOTE PLAN

KEY PLAN

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

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

C. Install fire retardent blocking at all wall mounted equipment, accessories, casework and wall mounted door stops..

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

E. Coordinate access for all construction, deliveries, and debris removal with the COR. See General Requirements.

F. Maintain rating at all existing rated construction. Repair all damage to existing rated walls.

G. All new structural steel is to be protected with Type 2 applied fireproofing unless noted otherwise. Provide 2 hour rating for all columns, griders and beams unless noted otherwise.

H. Refer to series A400 sheets for interior elevations and accessory schedule.

I. All wall types to be S1.0 unless noted otherwise.

J. All column enclosures to be S2.3 unless noted otherwise.

K. All column enclosures at existing columns to have size verified in field.

GENERAL NOTES

PLAN NOTES

3.01 Elevated concrete slab - See Structural Drawings.

3.02 Elevated concrete mechanical pad. See Structural

Drawings.

4.01 Brick veneer. Match existing, provide sample for approval.

5.10 Structural steel truss. See Structural Drawings.

7.01 Expansion joint type I-1: Interior floor to floor, 2 hour rated.

7.02 Expansion joint type I-2: Interior wall to wall.

7.05 Expansion joint type E-1: Exterior wall to wall/soffit.

7.06 Expansion joint type E-2: Exterior wall to floor, 2 hour rated.

8.05 Masonry hollow metal framed opening.See detail 3/A323.

8.06 Install metal frame into opening.

GRAPHIC SYMBOLS

FIRE WALL LEGEND

522A

C5-50B

522F

522B

505B

505C

523A

522D

515A

507A

505A

C5-51A

522C

519A

C5-50A

LOUNGE

NURSE

STATION

NS-503

STAFF

LOUNGE

OFFICE

SOILED

HOLD

1BR

ISOLATION

ROOM #1

BATH

505A

BATH

507A

1BR

PATIENT

ROOM #2

FEMALE

LAV

522D

MALE LAV

522B

CLEAN

UTILITY

EQUIPMENT

ALCOVE

ANTE

505B

OFFICE

CLEAN

LINEN

LOCKERS

522A

LOCKERS

522C

NURSE

STATION

NS-500

SPACE

WHEEL

CHAIR/

STRETCHER

MED ROOM

1BR

PATIENT

ROOM #3

BATH

509A

1BR

PATIENT

ROOM #4

BATH

515A

BATH

517A

BATH

519A

NURSE

STATION

NS-501

NUTRITION

1 BR

PATIENT

ROOM #7

1 BR

PATIENT

ROOM #8

BATH

524A

1 BR

PATIENT

ROOM #9

BATH

525A

BATH

523A

ALCOVE

1BR

PATIENT

ROOM #5

1BR

PATIENT

ROOM #6

NURSE

STATION

NS-502

CORRIDOR

C5-51

STAFF

LOUNGE

B511

STAFF

LOUNGE

B509

524A 525A

A301

A301

A301

510B

510A

A407

D

A407

C

A407

E

A407

E

A407

D

M1.2S1.0-S

S1.1-F2

S1.0-S

S1.0-FS3.0

S1.1-F2

S1.0-S

S1.0-S

S1.0-S

S3.0

S2.0

7.06

7.027.02

7.01

S2.0

S2.0

7.06

S1.0

10.41

C5-51B

10.417.06

7.06

7.01

7.04

S1.0-S S1.0-S

S2.0

S1.0-S

S1.0-S

10.21

S1.0

S1.0

S1.0-FS1.0-FS1.0-F

S1.0-F

S7.0-F

S1.0-F

S7.0-F

S1.0-F

9.109.10

9.30

9.109.10

9.30

9.109.10

S2.0

ELECTRICAL

A511

ELECTRICAL

A578

DATA

A575

DATA

A525 27.01

S1.1A

F

G

H

I

J

K

S1.1A

S1.1A

S1.1A

S1.1A

S1.1A

524 525

CORRIDOR

C5-07

CORRIDOR

C5-09

CORRIDOR

C5-13

S1.0-N

S1.0-N

S1.0-N

S1.0-N

S1.0-NS1.0-N S1.0-N

A

A

A402

A

S2.3

S2.3

S2.3

S2.3

S2.3

S2.3

A

A

A401

A401

A401

A

A

A

509A

517A

522E

A403

7.08

7.08

S1.0-N

2/A201

10.41

E1.0

E1.0

E1.0

E1.0

E1.0

14.05

A403 Sim

A403 Sim

A403

A403 Sim

A403 Sim

A403

A403 Sim

A403 Sim

A403 Sim

A403 Sim

A403 Sim

A403 Sim

A403

A403

A

A403 Sim

A

S im

A

A

A402

A

A

A407

B

ELEC

B520

DATA

B525A

S1.1-F2

S1.0-S

S2.3

S2.0

A407

A

A407

B Sim

A407

B Sim

9.10

9.10

S2.3

S2.0

S2.3 S2.0S2.0

9.10

9.10

9.10

S2.0

S2.0

S2.0 S2.3

S1.0

A511

B A511

C

A511

A

A511

A Sim

A511

A Sim

A

A

A402

CORRIDOR

C5-52

CORRIDOR

C5-50

A407

B Sim

S2.0

A402

A322

SIM

6'-11 3/4"

8.148.14

B01W

B01E

EXTERIOR ELEVATION

INTERIOR ELEVATION

SECTION/DETAIL NUMBER

DRAWING NUMBER

EQUIPMENT TAG

COLUMN GRID

NOTE

WINDOW OPENING

DOOR OPENING

ROOM NAME

ROOM NUMBER

WALL TYPE

CEILING HEIGHT

FINISH DESIGNATION

X

10'-8"

X

X

XX.X-X

X

X

1/A101

X

A101 SIM.

EXP.X

TOILET ACCESSORY TAGX SIGNAGE TAG

A101

SIM

X

0-HR Smoke Partition: NFPA 101 - 8.4

1-HR Smoke Barrier: NFPA 101 - 8.5

2-HR Smoke Barrier: NFPA 101 - 8.5

1-HR Fire Barrier: NFPA 101 - 8.3

2-HR Fire Barrier: NFPA 101 - 8.3

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MICHAEL

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1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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12.15.2023

FIFTH FLOOR NOTE PLAN

A105-N

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

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

FIFTH FLOOR NOTE PLAN

KEY PLAN

7.01 Expansion joint type I-1: Interior floor to floor, 2 hour rated.

7.02 Expansion joint type I-2: Interior wall to wall.

7.04 Expansion joint type I-4: Interior ceiling to ceiling/soffit.

7.06 Expansion joint type E-2: Exterior wall to floor, 2 hour rated.

7.08 Control Joint, see structural drawings.

8.14 Provide frosted window film to existing window. Refer to specifications for details.

9.10 Infill wall opening with noted wall type. Provide a smooth finish to match adjacent wall surfaces. Match adjacent textures. Paint entire wall to match existing. Provide control joints where new meets existing.

9.30 Patch plaster wall at hvac convector unit removal. Match existing adjacent surfaces.

10.21 Impact resistant handrail and crash rail.

10.41 Semi-recessed fire extinguisher cabinet.

14.05 New location of pneumatic tube system recessed station.

27.01 New data and devices shall be served from existing

locations. See Technology Drawings.

PLAN 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. Install fire retardent blocking at all wall mounted equipment, accessories, casework and wall mounted door stops..

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

E. Coordinate access for all construction, deliveries, and debris removal with the COR. See General Requirements.

F. Maintain rating at all existing rated construction. Repair all damage to existing rated walls.

G. All new structural steel is to be protected with Type 2 applied fireproofing unless noted otherwise. Provide 2 hour rating for all columns, griders and beams unless noted otherwise.

H. Refer to series A400 sheets for interior elevations and accessory schedule.

I. All wall types to be S1.0 unless noted otherwise.

J. All column enclosures to be S2.3 unless noted otherwise.

K. All column enclosures at existing columns to have size verified in field.

GENERAL NOTES

GRAPHIC SYMBOLS

FIRE WALL LEGEND

Revisions Date

2 Addendum #2 7/16/2024

2 2

8'-0"

8'-0"

ACT-1

ACT-1

8'-0"

ACT-1

CORRIDOR

C3-B

7'-11"

ACT-1

8'-7"

ACT-1

8'-0"

ACT-2 309

8'-0"

C3-B

CLOSET

7'-8"

A126

EXPOSED

CEILING

8'-0"

A123

A123

ACT-2

ACT-2

EXPOSED

CEILING

EXPOSED

CEILING

ACT-1

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille2' x 4' light fixture

2' x 2' acoustical tile ceiling

Gypsum board / portland cement plaster ceiling / soffit - painted

Access panel 2' x 2' light fixture

2' x 2' acoustical tile ceiling, special coating

Exhaust Grille

Radiant Panel

Exit Light

Cubicle Curtain Track

A612

A1264

3' - 6"

11'-8"

ACT-1

10'-6" 8'-0"

13'-0"

2' - 0"

3' - 0"

R

R 3' - 6 5/8"

' - 4

R

6' - 0" 6' - 0" 6' - 0" 6' - 0"

8'-0"

A511

A612

A126

Sim

A126

Sim

A126

Sim

8'-0" 8'-0"

7'-8"

8'-0"

/4

8'-0"

ACT-2

ACT-2

9.29

9.29 9.29

2' - 10" 3' - 2 3/4" + - 4' - 0" 10' - 0" 4' - 0" 3' - 10 1/2" + - 2' - 10"

/4

9.29

7' - 2 3/4" 10' - 0" 7' - 10 1/2"

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MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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12.15.2023

THIRD FLOOR - REFLECTED

CEILING PLAN

A123

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

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

THIRD FLOOR - REFLECTED CEILING PLAN

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.

9.29 Paint face of bulkhead (p-6), paint underside (p-5).

PLAN NOTES

GENERAL NOTES

Scale: 1/4" = 1'-0"2 Enlarged Ceiling Plan - 308 Chapel

Scale: 1/4" = 1'-0"1 Enlarged Ceiling Plan - Kitchen

Revisions Date

2 Addendum #2 7/16/2024

524524A

525A

523A NS-502

NS-503

519A

517A

515A

522C 522A

522B522D

C5-51

511510

509A

507A

505A

NS-500

505B

9'-0"

8'-0"

9'-0"

8'-0" 8'-0"

8'-0"8'-0"

8'-0" 8'-0"

8'-0"

9'-0"

8'-0"

8'-0"

9'-0"9'-0"

9'-0"

9'-0"

ACT-1

ACT-1ACT-1

ACT-2

ACT-2

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

ACT-1

ACT-2

ACT-1

8'-0"

8'-0"

9'-0"

ACT-1

ACT-1

ACT-1

9'-0"

ACT-1

8'-6"

8'-6"

9'-0"

9'-0"

C5-50

12.03

A125

ACT-1

14.05

12.03 12.03 12.03 12.03

6"

9'-0"

ACT-1

3' - 0"

3' - 0"

3' - 0"

ACT-1

9'-0"

ACT-1

NS-501

C5-52

ACT-1

9'-0"

8'-6"

9.193

9.19

A125

Sim

A125

A125

A125

A125

Sim

A125

9'-0"

ACT-1

EQ EQ

EQ EQ

EQ EQ

E Q

E

QEQ EQ

C5-50

7' - 8"

3' - 8"

" 6

A126

A126

Sim

A126

Sim

A125

Sim

11.01

11.01

11.01

11.01

11.01

11.01

11.01 11.01

A125

Sim

9.19

11.02

12.03

12.03

12.03

12.03

12.03

12.03

7'-8"

REFLECTED CEILING PLAN LEGEND

Recessed downlight fixture

Supply Air Diffuser

Return Air Grille2' x 4' light fixture

2' x 2' acoustical tile ceiling

Gypsum board / portland cement plaster ceiling / soffit - painted

Access panel 2' x 2' light fixture

2' x 2' acoustical tile ceiling, special coating

Exhaust Grille

Radiant Panel

Exit Light

Cubicle Curtain Track

515A

9'-0"

9'-0"

12.03

11.02

ACT-2

8'-6"

/2

8'-8"

10' - 0" 3' - 0"

E Q

E Q

2' - 8"

CL-1

3' - 0" 3' - 0"

E Q

E Q

EQ EQ

E Q

E Q

EQ EQ

EQ EQ

/2

1' - 5 3/8"

5' - 8"

/2

A126

F

9.24

10.282

10' - 0" 3' - 0"

3' - 0" 3' - 0"

E Q

8'-8"CL-1

ACT-2

9'-0"

5' - 0" 2' - 4"

E Q

E Q

/8

EQ EQ

E Q

E Q

EQ EQ

EQ EQ

1' - 6 1/2"

9'-0"

BATH

507A

11.0111.01

8'-6"

A126

Sim

F 9.24

12.03

10.28

A126

Sim

/4

524A

9'-0"

8'-6"

9'-0"

ACT-2

CL-1

8'-6"

EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q

11.0111.01

2' - 4"4' - 0"

/4

/4

F

9.24

12.03 12.03 12.03

8'-6"

EQ EQ

10.28

/8

EQ EQ

F

9'-0"

9.24

12.03

9'-0"

505A

8'-6"

10.28

11.02

4' - 7 7/8" 10' - 0" 4' - 0"

3' - 0" 3' - 0"

E Q

E Q

3' - 0"

EQ EQ

EQ EQF

523A

9'-0"

CL-1

8'-8"

8'-6" 9.24

9'-0"

ACT-2

11.0111.01

" 10.28

A126

Sim

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MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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Construct Private In-Patient Rooms & Primary Clinics

12.15.2023

FIFTH FLOOR - REFLECTED

CEILING PLAN

A125

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

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

FIFTH FLOOR - REFLECTED CEILING PLAN

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.

9.19 Paint faces and underside of bulkhead (P-4).

9.24 Paint face of bulkhead (p-3) and underside of bulkhead (p-5).

10.28 Privacy curtain and track (pc-1) provided/installed by

contractor. Refer to finish legend for curtain details.

11.01 New patient lift system.

11.02 New bariatric patient lift system.

12.03 Motorized double roller window shade (rs-1). Refer to finish legend for details.

14.05 New location of pneumatic tube system recessed station.

PLAN NOTES

GENERAL NOTES

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

PATIENT BEDROOM - ENLARGED PLAN

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

PATIENT BEDROOM - ENLARGED PLAN

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

PATIENT BEDROOM - ENLARGED PLAN

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

PATIENT BEDROOM - ENLARGED PLAN

Scale: 1/4" = 1'-0"6

PATIENT BEDROOM - ENLARGED PLAN

Revisions Date

2 Addendum #2 7/16/2024

10' - 0"

3' - 0" 3' - 0"

9.41

6.29

9.02

6.29

9.02

6.36

11.02

6.36

9.41

26.01 26.01

V A

R

IE

S

V A

R

IE

S

VARIES

9.31

9.41

9.42

9.02

V A

R

IE

S

V A

R

IE

S

4 7/8"

9.42

9.319.31

9.41

9.28

9.43

9.41

9.43

9.02

26.01

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MICHAEL

DUKE

1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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12.15.2023

CEILING DETAILS

A126

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

6.29 Plastic laminate over 3/4" substrate.

6.36 Clear anodized extruded aluminum millwork reveal l-angle.

Basis of design: manufacturer - fry reglet #mwrl.

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

9.27 Gypsum board soffit.

9.28 Gypsum board ceiling.

9.31 5/8" Type X gypsum board.

9.41 Suspended acoustic ceiling tile/grid.

9.42 Suspension wire.

9.43 16"h extruded aluminum curved transition trim. Color shall be white.

11.02 New bariatric patient lift system.

26.01 Light fixture. See Electrical Drawings.

KEYNOTES

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

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

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

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

Revisions Date

2 Addendum #2 7/16/2024

04 - FOURTH FLOOR

133'-11"

E.8

2"

8.01 10.20

7.02

7.01

9.60

3.01

S2.0

5.01

E

S2.3

S2.3

S2.3

S2.3

E

2'-2"

1'-1" 1'-1"

7.73

8.01

7.01

10.207.06

/2

S2.0

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1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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DETAILS

A321

RWTH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

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

NEW-EXG @ EXPANSION JOINT

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

COLUMN ENCLOSURE (TYP)

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

NEW-EXG @ EXPANSION JOINT

Revisions Date

2 Addendum #2 7/16/2024

3.01 Elevated concrete slab - See Structural Drawings.

5.01 Structural steel frame. See Structural Drawings.

7.01 Expansion joint type I-1: Interior floor to floor, 2 hour rated.

7.02 Expansion joint type I-2: Interior wall to wall.

7.06 Expansion joint type E-2: Exterior wall to floor, 2 hour rated.

7.73 Spray applied fireproofing.

8.01 Hollow metal door.

9.60 Resilient base. Refer to finish legend for details.

10.20 Flush mounted solid surface corner guard

SECTION NOTES

X

X

Toilet Accessory

Equipment

Signage

Keynote

Material Finish

SYMBOL LEGEND

1 5/8" 3' - 0" 2' - 2" 3' - 0" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 2' - 10" 3' - 0" 2' - 2" 3' - 0" 1 5/8"

B1 21 21 B3 B3 B3 21 21 B1 T2

55 T2

W6 W1 W4 W4 W4 W4 W4 W1 W6

JJ

1 5/8" 3' - 0" 2' - 2" 3' - 0" 2' - 0"

1"

2' - 0" 2' - 0" 2' - 0" 2' - 0" 2' - 0"

1"

2' - 0" 3' - 0" 2' - 2" 3' - 0"

1 5/8"

PL-1

PT-5

P-6

/4

H H

/4

PL-2

QTZ-1

PL-2

CG-2

RB-1

P-1

P-1

2'-6" 2'-6" 1'-4" 3'-0"

J

H

PT-5

2'-6" 2'-6" 1'-4"

W4 W1 W1 W6

B1 B1

307A

PT-4P-6

P-1

CG-2

RB-1

P-1

PL-2

PL-2QTZ-1

B3

3' - 0" 2' - 6" 2' - 6" 2' - 6"

3' - 0" 2' - 6" 2' - 6" 2' - 6"

W3 W3 W3

B1 B1 B8

PL-1

RB-1

P-1

SS-1

PL-1

J

H

P-1

10.51

10.53

Typ.

1' - 3"

P-1

RB-1

3' - 0" 3' - 0"

W1 W1

B1

P-1

522E

1"

3' - 0" 3' - 0" 3' - 0"

B1

PL-1

SS-1

PL-1

2" 2' - 6" 2' - 6" 3' - 0"

2' - 8" 2' - 6" 3' - 0" 1"

B1 B1

W4 W2 W1

B8

P-1

522F

RB-1

J

" 1

H

PL-1

SS-1

PL-1

B1

W1

2" 3' - 6"

RB-1

2" 3' - 6" 3' - 0"

1"

1"

C1

P-1

PL-1

PL-1

SS-1

J

W4 W1W1

B5 B1 B8

1" 2' - 6" 2' - 6" 2' - 8"

2' - 6" 2' - 6" 2' - 6" 2"

PL-1

SS-1

PL-1

RB-1

P-1

HJH

P-1

RB-1

P-1

2' - 6" 2' - 6" 2"

W1 W1

B1B1B1

CG-1

1" 2' - 6" 2' - 6" 2' - 6" 2"

RB-1

P-1

PL-1

SS-1

PL-1

B8

W4 W1 W1

P-1

2" 2' - 6" 2' - 6" 2' - 6" 1' - 6" 1 1/8"

2' - 8" 2' - 6" 2' - 6" 1' - 6" 1 1/8"

B1 B1 B1

W1

H J

PL-1

PL-1

SS-1

PT-6

P-1

PL-1

P-1

RB-1

P-1

CG-1

RB-1

P-1

P-1

RB-1

P-1

PL-1

CG-1

P-1

A511

J

H

W1

2' - 6" 2"

P-1

WP-1

RB-1

PL-1

S

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MICHAEL

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1301072431

No.

ARCHITECT

VA Project No.

RDC/JPA Project No.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Office of Construction and Facilities Management

Project Schedule Date

Schematic Design 15% 02.16.2021

Schematic Design 35% 04.16.2021

Design Development 65% 09.24.2021

Construction Documents 95% 10.26.2023

Bid Documents 100% 12.15.2023

Design Development 65% (Re-submittal) 11.15.2021

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12.15.2023

INTERIOR ELEVATIONS

A401

KETH

506-334

Ann Arbor, Michigan (506)

B01W

JEFF MEANS

100% BID DOCUMENTS

20014.00

10.51 Metal lockers

10.53 Sloped top by locker manufacturer.

ELEVATION NOTES

TOILET ACCESSORIES SCHEDULE

MARK ITEM Manufacturer PRODUCT #

PROVIDED

BY

INSTALLED

BY

O W

N E

R

C O

N T

R A

C T

O R

O W

N E

R

C O

N T

R A

C T

O R

A Grab Bar - 18" Length, slip resistant finish Bobrick B-6806 X 18 X X

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

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

D Grab Bar, Flip Up,slip resistant finish. Bobrick B-4998 X X

E MOP & BROOM HOLDER BOBRICK B-239 X X

F Shower Curtain Rod with concealed mounting Bobrick B-207 X X

G Shower Curtain TBD TBD X X

H Automatic paper towel dispenser -- -- X X

I Mirror, 24" x 36" B-290 2436 X X

J Wall-Mounted Soap Dispenser -- -- X X

L Surface-Mounted Double Roll Toilet Tissue Dispenser with Hoods. Bobrick B-69997 X X

M Surface- mounted Double Robe Hook Bobrick B-6727 X X

N Reversible ADA Folding Shower Seat Bobrick B-5181 X X

O Wall-Mounted Hand Sanitizer Dispenser -- X X

P…

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