Drawings - 506-20-102.pdf

BUILDING 1W

BUILDING 28

BUILDING 1E

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

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

C U s e rs

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A rb o r

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GI000

COVER SHEET, SHEET INDEX

01/13/2023 PQ JK

UPGRADE BASEMENT,

BUILDING 1 WEST

506-20-102

ANN ARBOR, MICHIGAN

BID DOCUMENTSANN ARBOR VA

MEDICAL

CENTER Approved: Veteran's Affairs Medical Center

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND C.O.R.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE

ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

6. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.

7. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE C.O.R. TO MINIMIZE DISRUPTIONS OF NORMAL FUNCTIONS OF

THE VA'S OCCUPIED AREAS.

8. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE C.O.R. FOR THE SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE C.O.R. THE C.O.R. RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED SPACES. IF WORK ACTIVITY WILL GENERATE NOISE OVER 85 DECIBELS OR IF THE WORK SCHEDULED IS LIKELY TO PRODUCE VIBRATIONS THROUGHOUT THE BUILDING STRUCTURE, THEN THE CONTRACTOR SHALL WORK WITH THE C.O.R. TO SCHEDULE THE MOST APPROPRIATE TIME TO PERFORM THE DISRUPTIVE

WORK ACTIVITY.

9. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT DEPARTMENTS OR AREAS THAT ARE IN OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH C.O.R. NO LESS THAN 10 WORKING DAYS PRIOR TO THE REQUIRED OUTAGE. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE C.O.R.'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE C.O.R.

10. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE V.A.'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL

CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

11. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE C.O.R. BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.

12. PROVIDE FIRE PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY.

13. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PATCH ALL SPRAY-ON FIRE PROTECTION AT REMOVALS, AT ANY EXISTING LOCATIONS WHICH ARE VOID OF PROTECTION WITHIN THE AREA OF WORK AND AT NEW CONSTRUCTION WHICH DISTURBS EXISTING FIRE PROTECTION.

FIREPROOFING MUST BE CONTINUOUS AND UNOBSTRUCTED.

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES

AND REGULATIONS.

2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED WITHIN RELEVANT MANUFACTURER’S INSTALLATION

INSTRUCTIONS WILL SUPERSEDE.

3. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT AND C.O.R. PRIOR TO

PROCEEDING WITH WORK.

4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND C.O.R. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN CLARIFICATION FROM THE

C.O.R. IS RECEIVED.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED PER THE APPLICABLE PROVISIONS OF

THESE DOCUMENTS AND THE MANUFACTURER’S INSTRUCTIONS.

6. ALL MATERIALS USED SHALL BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE

CONTRACTOR SHALL NOTIFY THE C.O.R. TO OBTAIN A MINIMUM STANDARD OF QUALITY.

7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE

TO OSHA REGULATIONS.

9. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE WHERE THIS

PROJECT IS LOCATED.

10. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR REMOVAL. DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS.

DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE IN OR AROUND THE CONSTRUCTION SITE.

11. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES. EXACT SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS SHOWN ON DRAWINGS SHALL BE VERIFIED WITH THE ASSOCIATED SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

12. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF

CONSTRUCTION.

13. LAYOUT AND VERIFY ALL PARTITION LOCATIONS PRIOR TO CONSTRUCTION FOR CLEARANCES AND DIMENSIONS. NOTIFY

ARCHITECT OF ANY DISCREPANCIES.

14. WITHIN ALL METAL STUD PARTITIONS, THE GENERAL CONTRACTOR SHALL PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES INCLUDING BUT NOT LIMITED TO: MECHANICAL, ELECTRICAL AND PLUMBING DEVICES, FURNITURE, CASEWORK, MILLWORK AND ALL OTHER WALL MOUNTED ACCESSORIES AND ITEMS. SEE TYPICAL BLOCKING DETAILS IN METAL STUD WALLS INCLUDED IN THESE DOCUMENTS FOR BLOCKING AND ANCHORING REQUIREMENTS.

15. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

16. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL DISCIPLINES TO DETERMINE THE SIZE AND LOCATION OF PENETRATIONS IN NEW CONSTRUCTION. SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND CAULK.

17. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL HAVE FIRE SAFING MATERIAL IN HILTI RED OR

EQUIVALENT AND INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS.

18. PROVIDE CONTROL JOINTS IN GYPSUM BOARD INTERIOR PARTITIONS AT 30 FEET ON CENTER MAXIMUM. WHERE POSSIBLE, LOCATE JOINTS AT CORNERS ABOVE OPENINGS. VERIFY LOCATIONS WITH ARCHITECT. SEE GYPSUM BOARD

SPECIFICATION FOR STANDARDS.

19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS WITH THE EQUIPMENT MANUFACTURER, VA COR AND

ARCHITECT PRIOR TO CONSTRUCTION.

20. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR HOSTING THE SUBMITTAL EXCHANGE FOR THE DURATION OF THE

PROJECT.

G E N E R A L N O T E S - E X I S T I N G F A C I L I T I E S :

G E N E R A L N O T E S - N E W W O R K :

D R A W I N G I N D E X

ANN ARBOR VAMC

UPGRADE BASEMENT, BUILDING 1 WEST

DEPARTMENT OF VETERANS AFFAIRS

2215 FULLER ROAD

ANN ARBOR, MI 48105

14. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND

SYSTEMS AT ALL TIMES.

15. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT OR THE C.O.R. FOR RETENTION, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE DISPOSED OF. NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION

ROUTES BEYOND THE AREAS OF WORK.

16. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE

GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES.

17. WHERE CEILINGS ARE SHOWN TO BE REMOVED, ALL UNUSED SUSPENDED EQUIPMENT, WIRES, ANGLES, ETC. SHALL BE REMOVED. SEE DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING LIGHTS MAY BE MAINTAINED AS TEMPORARY CONSTRUCTION LIGHTING.

18. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT

IS PROVIDED IN THE FINAL CONSTRUCTION.

19. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

20. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW MATERIALS.

21. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION OF PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.

22. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFING INSTALLED TO ACHIEVE THE

PROPER FIRE RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

23. NEW HOLES IN EXISTING ELEVATED FLOOR AND ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO

THAT CRITICAL STRUCTURAL MEMBERS ARE NOT DAMAGED.

24. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE ORDERING

NEW MATERIAL.

25. SEE ASBESTOS SPECIFICATIONS FOR ASBESTOS RELATED WORK.

R E G I O N A L V I C I N I T Y M A P V I C I N I T Y M A P

ARCHITECTURAL

1-AD100 OVERALL DEMOLITION PLAN

1-AD110 PHASE A1 DEMOLITION PLAN

28-AD111 PHASE A2 DEMOLITION PLAN

1-AD112 PHASE A3 DEMOLITION PLAN

1-AD113 PHASE A4 DEMOLITION PLAN

1-AD114 PHASE A5 DEMOLITION PLAN

1-AD115 PHASE B1 DEMOLITION PLAN

1-AD116 PHASE B2 DEMOLITION PLAN

1-AD117 PHASE B3 DEMOLITION PLANS

1-AD118 PHASE B4 DEMOLITION PLAN

28-AD141 PHASE A2 DEMOLITION REFLECTED CEILING PLAN

1-AE101 OVERALL NEW WORK AND PHASING PLAN

1-AE110 PHASE A1 NEW WORK PLAN

28-AE111 PHASE A2 NEW WORK PLAN

1-AE112 PHASE A3 NEW WORK PLAN

1-AE113 PHASE A4 NEW WORK PLAN

1-AE114 PHASE A5 NEW WORK PLAN

1-AE115 PHASE B1 NEW WORK PLAN

1-AE116 PHASE B2 NEW WORK PLAN

1-AE117 PHASE B3 NEW WORK PLAN

1-AE118 PHASE B4 NEW WORK PLAN

1-AC140 REFLECTED CEILING PHASING PLAN

28-AC141 REFLECTED CEILING PLAN

1-AC142 REFLECTED CEILING PLANS

1-AC143 REFLECTED CEILING PLANS

28-AE311 WALL SECTIONS AND DETAILS

1-AE312 WALL SECTIONS

1-AE401 MILLWORK SECTIONS AND ELEVATIONS

1-AE601 ROOM FINISH SCHEDULE AND FINISH PLAN

1-AE602 DOOR SCHEDULE AND DETAILS

1-AE603 MISCELLANEOUS DETAILS

1-AE611 SIGNAGE PLAN AND SCHEDULE

FIRE PROTECTION

1-FX101 FIRE SUPPRESSION PLAN

28-FX101 GROUND FLOOR FIRE SUPPRESSION PLAN

PLUMBING

P100 PLUMBING LEGEND AND GENERAL NOTES

1-PD101 SUB BASEMENT PLUMBING - DEMOLITION

1-PD102 BASEMENT PLUMBING PLAN - DEMOLITION

1-PL101 SUB BASEMENT PLUMBING - NEW WORK

1-PL102 BASEMENT & TENTH FLOOR PLUMBING PLAN - NEW WORK

1-PL501 PLUMBING DETAILS & SCHEDULES

1-PL601 PLUMBING ISOMETRICS

28-PD101 UNDERGROUND PLUMBING DEMOLITION PLAN

28-PD102 GROUND FLOOR PLUMBING DEMOLITION PLAN

28-PL101 UNDERGROUND PLUMBING NEW WORK PLAN

28-PL102 GROUND FLOOR PLUMBING NEW WORK PLAN

28-PL501 PLUMBING DETAILS AND SCHEDULES

28-PL601 PLUMBING ISOMETRICS

MECHANICAL

M001 MECHANICAL LEGEND SHEET

1-MD101 BASEMENT MECHANICAL PLAN - DEMOLITION

1-MD110 TENTH FLOOR MECHANICAL PLAN - DEMOLITION

1-MH101 BASEMENT MECHANICAL PLAN - NEW WORK

1-M104 FOURTH FLOOR OVERALL PLAN - NEW WORK

1-M109 NINTH FLOOR MECHANICAL PLAN - NEW WORK

1-M110 TENTH FLOOR MECHANICAL PLAN - NEW WORK

1-MP101 BASEMENT MECHANICAL PIPING PLAN - NEW WORK

28-MD101 BASEMENT MECHANICAL PLAN - DEMOLITION

28-MH101 BASEMENT MECHANICAL PLAN - NEW WORK

28-M102 SECOND FLOOR MECHANICAL PLAN - NEW WORK

28-MP101 BASEMENT MECHANICAL PIPING PLAN - NEW WORK

M301 MECHANICAL SECTIONS

M401 MECHANICAL ENLARGED PLANS

M402 MECHANICAL ENLARGED PLANS

M501 MECHANICAL DETAILS I

M502 MECHANICAL DETAILS II

M503 MECHANICAL DETAILS III

M601 MECHANICAL SCHEDULES

M602 MECHANICAL SCHEDULES

M701 MECHANICAL CONTROLS

M702 MECHANICAL CONTROLS

M703 MECHANICAL CONTROLS

ELECTRICAL

E001 LEGEND

1-ED101 BASEMENT ELECTRICAL DEMOLITION PLAN

1-EL101 BASEMENT LIGHTING PLAN - NEW WORK

1-EP101 BASEMENT POWER PLAN - NEW WORK

1-EY101 BASEMENT TECHNOLOGY & FIRE ALARM PLAN - NEW WORK

1-EP104 FOURTH FLOOR POWER PLAN - NEW WORK

1-EP109 NINTH FLOOR POWER PLAN - NEW WORK

1-E110 ELECTRICAL PLANS - TENTH FLOOR

28-ED101 ELECTRICAL DEMOLITION PLAN

28-EL101 ELECTRICAL LIGHTING PLAN

28-EP101 ELECTRICAL POWER PLAN

28-EY101 ELECTRICAL TECHNOLOGY & FIRE ALARM PLAN

E501 ELECTRICAL DETAILS

E502 ELECTRICAL DETAILS

E601 PANELBOARD SCHEDULES

E602 PANELBOARD SCHEDULES

E603 PANELBOARD SCHEDULES

E604 PANELBOARD SCHEDULES

GENERAL

GI000 COVER SHEET, SHEET INDEX

GI001 LIFE SAFETY PLAN

GI002 WALL TYPES AND NOTES

GI003 ICRA CLASS III REQUIREMENTS

GI101 CONTRACTOR STAGING

STRUCTURAL

28-S101 STRUCTURAL NEW WORK

28-S501 STRUCTURAL DETAILS AND SECTIONS

No. Revisions: Date:

BID DOCUMENTS 01/13/2023

DN

DN

UP

UP

UP

CORRIDOR

C5

CORRIDOR

C5.1

WAITING

FG100

VIEWING

FG100A

STORAGE

FG102

WORKROOM

FG101

MORGUE

COOLER

FG101A

AUTOPSY

ROOM

FG104A

SOUTH

CORRIDOR -

EAST

C1

SLIDE

STORAGE

AB43

NUCLEAR

WASTE

STORAGE

AB46

EMERGENCY

PREP

STORAGE

AB31

MECHANICAL

AB21A

STORAGE

AB21

CANTEEN

FREEZER

BB09B N&FS

COOLER

BB18B

CANTEEN

COOLER

BB09A

CANTEEN

DRY

BB09

N&FS

FREEZER

BB18A

N&FS DRY

BB18

BIO MED

BB05

CANTEEN

RETAIL

BB07

LINEN

CACHE

BB50C

ANTE

FG104

SINGLE

USER

RESTROOM

FG104B

AUTOPSY

OFFICE

FG103

ELEVATOR

LOBBY 1E

B1E.01

NORTH

CORRIDOR -

WEST

C4

DOCK

CORRIDOR

EAST

C3.5

DOCK

CORRIDOR

WEST

C3.5

CANTEEN

VENDING

BB13

HE

STORAGE

BB06

MEN'S

LOCKERS

AB94

MEN'S BATH

AB94A

BATH

AB92A

EVS BREAK

ROOM

AB92

VOL SERV

SUPPLY

ROOM

AB123

VOL SERV

CRAFT

ROOM

AB124

VOL SERV

STAFF

OFFICE

AB125

EMS EQUIP

ROOM

AB122

EMS STAFF

OFFICE

AB92B

VOL SERV

CLOTHING

RM

AB127

STAFF

TRAINING

AB126

2 HOUR FIRE BARRIER

1 HOUR FIRE / SMOKE BARRIER

LEGEND

HORIZONTAL EXIT PASSAGEWAYHE

EXIT

EP EXIT PASSAGEWAY

HAZARDOUS

ROOM

EXIT STAIR OR PASSAGEWAY

EXIT SIGN

FIRE EXTINGUISHER

PROJECT LIMITS

30 MINUTE SMOKE BARRIER

COMMON PATH OF EGRESS

MOST REMOTE LOCATION

STAIR

S-10

ELECTRICAL

WORKSHOP

A1001

SERVICE

ELEVATOR

S6

SERVICE

ELEVATOR

S5

ELEV

P-4

ELEV

P-3

ELEV

P-2

ELEV

P-1

ELECTRICAL

WORKSTATIONS

A1004

OFFICE

A1005

TELECOMM

A1002A

MECHANICAL

ROOM

A1002

LIFT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

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

C U s e rs

\d u n n t\ D o c u m e n ts \R e v it \2

\A n n

A rb o r

B ld g

W B a s e m e n t (2 tj .d u n n

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P

M

GI001

LIFE SAFETY PLAN

01/13/2023 PQ JK

UPGRADE BASEMENT,

BUILDING 1 WEST

506-20-102

ANN ARBOR, MICHIGAN

BID DOCUMENTSANN ARBOR VA

MEDICAL

CENTER Approved: Veteran's Affairs Medical Center

3/64" = 1'-0"

LIFE SAFETY PLAN - BASEMENT FLOOR PLAN

NOTE:

ALL EXTERIOR WALLS ARE 2-HR RATED

3/64" = 1'-0"

LIFE SAFETY PLAN - 10TH FLOOR

PROJECT SUMMARY:

THE PROJECT SCOPE IS TO RENOVATE THE SERVICE USES IN THE BASEMENT INCLUDING NUTRITION & FOOD SERVICES, CANTEEN SERVICES, NUCLEAR WASTE STORAGE AND OTHER STORAGE USES, (2) CONNECT BUILDING 1W WITH BUILDING 28 AT THE BASEMENT LEVEL, RELOCATE THE ELECTRIC SHOP TO THE 10TH FLOOR OF BUILDING 1W, AND (4) RELOCATE THE MORGUE SUITE TO BUILDING 28 (EXISTING ELECTRIC SHOP). ALL BUILDINGS WITHIN THIS PROJECT ARE FULLY

SPRINKLERED IN ACCORDANCE WITH NFPA.

BUILDING 1W – BASEMENT

BUILDING 1W – 10TH FLOOR ELECTRICAL SHOP

BUILDING 28 – MORGUE SUITE

ASCE7-2016 SEISMIC DESIGN CATEGORY – C (RISK CATEGORY IV, SITE CLASS D)

2021 NFPA 220

TABLE 4.1.1 CONSTRUCTION TYPE II (222):

EXTERIOR BEARING WALLS: 2 HOUR (1 HOUR WHERE SUPPORTING ROOFS ONLY)

INTERIOR BEARING WALLS: 2 HOUR (1 HOUR WHERE SUPPORTING ROOFS ONLY)

COLUMNS: 2 HOUR (1 HOUR WHERE SUPPORTING ROOFS ONLY)

BEAMS, GIRDERS, TRUSSES, AND ARCHES: 2 HOUR (1 HOUR WHERE SUPPORTING ROOFS ONLY)

FLOOR-CEILING ASSEMBLIES: 2 HOUR

ROOF-CEILING ASSEMBLIES: 1 HOUR

INTERIOR NONBEARING WALLS: 0 HOUR

EXTERIOR NONBEARING WALLS: 0 HOUR

2021 NFPA 5000

TABLE 7.4.1. ALLOWABLE BUILDING HEIGHT AND AREA

BUSINESS OCCUPANCY (TYPE II -222, SPRINKLERED): 12 FLOORS, UNLIMITED AREA (COMPLIES, NO CHANGE)

MAXIMUM BUILDING HEIGHT: 180 FT (COMPLIES, NO CHANGE)

2021 NFPA 101 LIFE SAFETY CODE

AREA OF WORK:

BUILDING 1W – BASEMENT: 10, 870 GSF

BUILDING 1W – 10TH FLOOR ELECTRICAL SHOP: 3,650 GSF (EXCLUDING VERTICAL CIRCULATION)

BUILDING 28 – MORGUE SUITE: 3,000 GSF

CHAPTER 3 DEFINITIONS

3.3.32.2 SMOKE BARRIER. A CONTINUOUS MEMBRANE, OR A MEMBRANE WITH DISCONTINUITIES CREATED BY PROTECTED OPENINGS, WHERE SUCH MEMBRANE IS DESIGNED AND CONSTRUCTED TO RESTRICT THE MOVEMENT OF

SMOKE.

CHAPTER 6 - CLASSIFICATION OF OCCUPANCY AND HAZARD OF CONTENT

6.1.11 EXISTING BUSINESS OCCUPANCY (CHAPTER 39)

6.2.2 HAZARD CLASSIFICATION: ORDINARY - NO CHANGE

CHAPTER 7 - MEANS OF EGRESS:

7.1.3.1 EXIT ACCESS CORRIDORS: CORRIDORS USED AS EXIT ACCESS AND SERVING AN AREA HAVING AN OCCUPANT LOAD EXCEEDING 30 SHALL BE SEPARATED FROM OTHER PARTS OF THE BUILDING BY WALLS HAVING NOT LESS THAN A 1-HOUR FIRE RESISTANCE RATING IN ACCORDANCE WITH SECTION 8.3, UNLESS OTHERWISE PERMITTED BY ONE OF THE FOLLOWING: (1) THIS REQUIREMENT SHALL NOT APPLY TO EXISTING BUILDINGS, PROVIDED THAT THE OCCUPANCY CLASSIFICATION DOES NOT CHANGE. (2) THIS REQUIREMENT SHALL NOT APPLY WHERE OTHERWISE PROVIDED IN

CHAPTERS 11 THROUGH 43.

7.3.1.2 OCCUPANT LOAD OF SPACE:

BUILDING 1W – BASEMENT: 10,870 GSF AT 150 GSF / OCCUPANT = 73 OCCUPANTS (NO CHANGE)

BUILDING 1W – 10TH FLOOR ELECTRICAL SHOP: 3,650 GSF AT 150 GSF / OCCUPANT = 24 OCCUPANTS

BUILDING 28: 3,000 GSF AT 150 GSF / OCCUPANT = 20 OCCUPANTS (NO CHANGE)

7.11. SPECIAL PROVISIONS FOR OCCUPANCIES WITH HIGH-HAZARD CONTENTS.

7.11.1. WHERE THE CONTENTS ARE CLASSIFIED AS HIGH-HAZARD, EXITS SHALL BE PROVIDED AND ARRANGED TO ALLOW ALL OCCUPANTS TO ESCAPE FROM THE BUILDING OR STRUCTURE, OR FROM THE HAZARDOUS AREA THEREOF, TO THE OUTSIDE OR A PLACE OF SAFETY WITH A TRAVEL DISTANCES OF NOT MORE THAN 75 FT, MEASURED AS

REQUIRED IN 7.6.1., UNLESS OTHERWISE PROVIDED IN 7.11.2.

7.12.1. SPECIAL PROVISIONS FOR HAZARDOUS MATERIALS

HAZARDOUS MATERIALS THAT ARE STORED, USED, OR HANDLED, AND THAT ARE ALSO CLASSIFIED AS HIGH-HAZARD

CONTENTS IN ACCORDANCE WITH 6.2.2, SHALL COMPLY WITH SECTION 7.11.

CHAPTER 8 - FEATURES OF FIRE PROTECTION: NO CHANGE

8.4. SMOKE PARTITIONS

8.4.2. SMOKE PARTITIONS SHALL EXTEND FROM THE FLOOR TO THE UNDERSIDE OF THE FLOOR OR ROOF DECK ABOVE

8.5.3. FIRE BARRIERS AS SMOKE BARRIERS

A FIRE BARRIER SHALL BE PERMITTED TO BE USED AS A SMOKE BARRIER, PROVIDED THAT IT MEETS THE

REQUIREMENTS OF SECTION 8.5.

8.7. SPECIAL HAZARD PROTECTIONS

8.7.1.1 PROTECTION FROM ANY AREA HAVING A DEGREE OF HAZARD GREATER THAN THAT NORMAL TO THE GENERAL OCCUPANCY OF THE BUILDING OR STRUCTURE SHALL BE PROVIDED BY ONE OF THE FOLLOWING MEANS:

(1) SEPARATING THE AREA FROM OTHER PARTS OF THE BUILDING WITH A FIRE BARRIER HAVING A FIRE RESISTANCE RATING OF NOT LESS THAN 1 HOUR IN ACCORDANCE WITH SECTION 8.3 AND WITHOUT WINDOWS.

(2) PROTECTING THE AREA WITH AUTOMATIC EXTINGUISHING SYSTEMS IN ACCORDANCE WITH SECTION 9.7.

(3) APPLYING BOTH 8.7.1.1(1) AND 8.7.1.1.(2) WHERE THE HAZARD IS SEVERE OR WHERE OTHERWISE SPECIFIED IN

CHAPTERS 11 THROUGH 43.

8.7.1.2. IN NEW CONSTRUCTION, WHERE PROTECTION IS PROVIDED WITH AUTOMATIC EXTINGUISHING SYSTEMS WITHOUT FIRE-RESISTIVE SEPARATION, THE SPACE PROTECTED SHALL BE ENCLOSED WITH SMOKE PARTITIONS IN ACCORDANCE

WITH SECTION 8.4 […]

8.7.3. HAZARDOUS MATERIALS.

8.7.3.1 WHERE REQUIRED BY THE PROVISIONS OF CHAPTERS 11 THOUGH 43, OCCUPANCIES WITH STORAGE, USE, AND HANDLING OF HAZARDOUS MATERIALS SHALL COMPLY WITH THE FOLLOWING CODES UNLESS OTHERWISE MODIFIED BY OTHER PROVISIONS OF THIS CODE: NFPA 30, NFPA 54, NFPA 55, NFPA 58, NFPA 400, AND NFPA 495.

CHAPTER 9 - BUILDING SERVICE AND FIRE PROTECTION EQUIPMENT: NO CHANGE

CHAPTER 10 - INTERIOR FINISH, CONTENTS, AND FURNISHES

10.2.3.1

INTERIOR WALL AND CEILING FINISH MATERIALS TESTED IN ACCORDANCE WITH NFPA 286.

10.2.3.1.1

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 286 AND COMPLY

WITH 10.2.3.2.

10.2.3.1.2

MATERIALS TESTED IN ACCORDANCE WITH 10.2.3.1.1 AND COMPLYING WITH 10.2.3.2 SHALL BE CONSIDERED ALSO TO COMPLY WITH THE REQUIREMENTS OF CLASS A, CLASS B, OR CLASS C IN ACCORDANCE WITH 10.2.3.3

10.2.3.2.

(1) DURING THE 40 KW EXPOSURE, FLAMES SHALL NOT SPREAD TO THE CEILING.

(2) THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE ON ANY WALL OR CEILING.

(3) FLASHOVER, AS DESCRIBED IN NFPA 286, SHALL NOT OCCUR.

(4) THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED 800 KW.

(5) FOR NEW INSTALLATIONS, THE TOTAL SMOKE RELEASED THROUGH-OUT THE TEST SHALL NOT EXCEED 1000 M2.

10.2.3.3

WALL AND CEILING- CLASSIFICATIONS CHARACTERISTICS.

(1) CLASS A: FLAME SPREAD: 0-25; SMOKE DEV. : 0-450.

(2) CLASS B: FLAME SPREAD: 26-75; SMOKE DEV. : 0-450

(3) CLASS C: FLAME SPREAD: 76-200; SMOKE DEV. : 0-450

10.2.8.1

WALL AND CEILING FINISHES, WHERE SPRINKLED:

CLASS C PERMITTED IN ANY LOCATION WHERE CLASS B IS REQ’D.

CLASS B PERMITTED IN ANY LOCATION WHERE CLASS A IS REQ’D.

- MAINTAIN ACCESSIBILITY TO EXISTING FIRE EXTINGUISHERS DURING CONSTRUCTION

39.2.5. ARRANGEMENT OF MEANS OF EGRESS

39.2.5.2.1 COMMON PATH OF TRAVEL SHALL NOT EXCEED 100 FT ON A STORY PROTECTED THROUGHOUT BY AN

APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH 9.7.1.(1). (COMPLIES)

39.2.5.2.2 COMMON PATH OF TRAVEL SHALL NOT BE LIMITED IN A SINGLE-TENANT SPACE WITH AN OCCUPANT LOAD

NOT EXCEEDING 30 PEOPLE. (10TH FLOOR COMPLIES)

39.2.6. TRAVEL DISTANCE TO EXITS

39.2.6.3. TRAVEL DISTANCE TO AN EXIT SHALL NOT EXCEED 300 FT IN BUSINESS OCCUPANCIES PROTECTED THROUGHOUT BY AN APPROVED, SUPERVISED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 9.7. (

COMPLIES)

39.3.2. PROTECTION FROM HAZARDS

39.3.2.1 GENERAL. HAZARDOUS AREAS INCLUDING, BUT NOT LIMITED TO, AREAS USED FOR GENERAL STORAGE, BOILER OR FURNACE ROOMS, AND MAINTENANCE SHOPS THAT INCLUDE WOODWORKING AND PAINTING AREAS SHALL

BE PROTECTED IN ACCORDANCE WITH SECTION 8.7.

39.3.2.3 HAZARDOUS MATERIALS. WHERE HAZARDOUS MATERIALS ARE STORED OR HANDLED, THE PROVISIONS OF 8.7.3.1

SHALL APPLY.

39.3.3 INTERIOR FINISHES.

39.3.3.1. GENERAL. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH SECTION 10.2.

39.3.3.2.2 INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS A, CLASS B, OR CLASS C IN AREAS OTHER THAN EXITS

AND EXIT ACCESS CORRIDORS.

39.3.3.3. INTERIOR FLOOR FINISH (NO REQUIREMENTS)

39.3.6 CORRIDORS (NO REQUIREMENTS)

39.3.5 AND NFPA 10

FIRE EXTINGUISHERS SHALL BE PROVIDED IN EVERY BUSINESS OCCUPANCY IN ACCORDANCE WITH SECTION 9.9.

39.3.6. CORRIDORS (NO REQUIREMENTS.)

10' - 0"

A101

SIM

A101

SIM

A101

SIM

A B B R E V I A T I O N S

LEVEL NAME W/ ELEVATION

GRID HEAD

CALL OUT HEAD W/ SHEET NUMBER

ROOM NAME W/ ROOM NUMBER, AREA & OCCUPANCY

BUILDING OR WALL SECTION NUMBER W/ SHEET

NUMBER

DOOR NUMBER

WALL TAG

KEYNOTE

REVISION TAG

CEILING TAG WITH HEIGHT

DETAIL SECTION NUMBER W/ SHEET NUMBER

NORTH ARROW

A.D.

A.C.T.

ACOUS.

A/C

A.C.P.

A.B.

AREA DRAIN

ACOUSTICAL CEILING TILE

ACOUSTIC

AIR CONDITIONING

ASPHALT CONCRETE

ANCHOR BOLT

PAVING

POUND OR NUMBER

PROPERTY LINE

FLOOR LINE

ANGLE

DIAMETER

CENTERLINE

AT

AND

BD.

APPROX.

ARCH.

ASPH.

ALT.

AL.

AGG.

BLDG.

BLK.

BLKG.

BM.

BRG.

BRK.

BOT.

BITUM.

CEM.

C.B.

CARP.

CAB.

B.U.R.

BTWN.

CLKG.

CLG.J.

CLG.

C.J.

CIR.

C.I.

CER.T.

CER.

BRZ.

COMB.

COL.

C.O.

CNTR.

CMU

CLS.

CLR.

C.W.

CTR.

CONV.O.

CONT.

CONST.

CONN.

CONC.

COMP.

DF.

D.F.

DIAG.

DIA.

DIM.

DISP.

DET.

DN.

D.O.

DR.

D.S.

D.T.

D.W.

DWR.

DIV.

CLO.

DOUGLAS FIR

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DISPOSAL

DIVISION

DOWN

DOOR OPENING

DOOR

DOWN SPOUT

DRAIN TILE

DISHWASHER

DRAWER

DETAIL

COLD WATER

CENTER

CONVECTION OVEN

CONTINUOUS

CONSTRUCTION

CONNECTION

CONCRETE

COMPOSITION

BENCH MARK or BEAM

BOARD

BITUMINOUS

BUILDING

BLOCK

BLOCKING

APPROXIMATE

ARCHITECT

ASPHALT

CONCRETE MASONRY

COMBINATION

COLUMN

CLEAN OUT

COUNTER

CLOSURE

CLEAR

CLOSET

CAULKING

CEILING JOIST

UNIT

CEILING

BRICK

BEARING

CONSTRUCTION JOINT

CIRCLE

CAST IRON

CERAMIC TILE

CERAMIC

CEMENT

CATCH BASIN

CARPET

CABINET

BUILT-UP ROOFING

BETWEEN

BRONZE

BOTTOM

ALTERNATE

ALUMINUM

AGGREGATE

EA.

E.E.

E.F.

E.J.

ELEC.

ELEV.

E.N.

EXISTING

EACH

EACH END

EXHAUST FAN

EXPANSION JOINT

ELECTRICAL

ELEVATION

EDGE NAIL

(E)

ADJUSTABLEADJ.

LP

LC

LF

Ø

ABOVE FINISH FLOORAFF

COLD-FORMED STEELCFS

C.F.C.I. CONTRACTOR FURNISH/

E.C. ELECTRICAL CONTRACTOR

C.HK. COAT HOOK

C.B.B. CEMENTITIOUS BACKER

BOARD

A.C.M. ASBESTOS CONTAINING

MATERIALS

DWG(S). DRAWING(S)

FACE OF BUILDINGF.O.B.

FIXTURE

FACE OF CONCRETE

FLOOR

FLOOR JOIST

FLOOR LINE

FLASHING

FACE NAIL

GAUGE

FOOTING

FUTURE

FACE OF STUD

FIRE RETARDANT

TREATED WOOD

FACE OF MASONRY

FACE OF FINISH

F.O.S.

F.R.T.W.

FTG.

FUT.

GA.

FIXT.

F.J.

F.L.

FLASH.

FLR.

F.N.

F.O.C.

F.O.F.

F.O.M.

BEAM

GLASS

GLUE LAMINATED

GALVANIZED IRON

GRATE ELEVATION

GRAB BAR

GARBAGE DISPOSAL

GRADE

HOSE BIB

SHEET METAL

GYPSUM BOARD

HANDICAPPED

GALVANIZED

GROUND

HC.

GYP.BD.

H.B.

G.B.

G.D.

G.S.M.

GR.

GND.

GLB.

GL.

G.I.

G.E.

HEIGHT

HOUR

HEATING

HIGH POINT

HORIZONTAL

HOLLOW METAL

HARDWARE

HARDWOOD

INTERIOR

INVERT

HOT WATER

INSULATION

INSIDE DIAMETER

& AIR CONDITIONING

HEATING, VENTILATION

H.W.

INV.

INT.

INSUL.

I.D.

HDWE.

HDWD.

H.V.A.C.

HTG.

HR.

H.P.

HORIZ.

H.M.

HGT.

HDR. HEADER

JOIST

JANITOR

KITCHEN

JOINT

LABORATORY

JOIST HANGER

LAG BOLT

LAVATORY

LAMINATE

J.H.

JAN.

L.B.

LAV.

LAM.

LAB.

KIT.

JT.

JST.

EQUIV.

E.S.

E.W.

EXP.

EXP.B.

EXPO.

EXT.

F.

ENCL.

F.B.

F.BD.

F.BELL

F.B.O.

F.D.

FDN.

F.E.

FH.M.S.

F.HORN

F.F.

F.G.

FGL.

F.H.

F.E.C.

F.A.

FH.W.S.

FIN.

F.H.S.

ENCLOSURE

EQUIVALENT

EACH SIDE

EACH WAY

EXPANSION

EXPANSION BOLT

EXPOSURE

EXTERIOR

FLAT HEAD MACHINE

SCREW

SCREW

FIRE HORN

FIRE HOSE STATION

FLAT HEAD WOOD

FINISH

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER

FINISH FLOOR

FINISH GRADE

FIBERGLASS

FIRE HYDRANT

CABINET

FIRE ALARM

FACE BRICK

FIREBOARD

FIRE BELL

FURNISHED BY OTHERS

FACE

GALV. GALVANIZED

HOLLOW STRUC. STL.H.S.S.

FLUORESCENTFLOUR.

GENERAL CONTRACTORG.C.

E.W.C. ELECTRIC WATER CLOSET

FIRE VALVE CABINETF.V.C.

FOOD SERVICE EQUIPMENT

CONTRACTOR

F.S.E.C.

H.V.A.C. CONTRACTORH.C.

FIRE SUPPRESSION

CONTRACTOR

F.S.C.

PLASTIC LAMINATEP.LAM.

O.H.W.S.

SCREW

OVAL HEAD WOOD

APPROVAL)

PAPER TOWEL DISPENSER

PAPER TOWEL

PARTITION

DOUGLAS FIR

PRESSURE TREATED

REFLECTED CEILING

RADIUS

RUBBER BASE

QUARRY TILE

POLYVINYL-CHLORIDE

RECEPTACLE

R.C.P.

Q.T.

RAD.

R.B.

P.T.D.

PTN.

P.T.R.

P.V.C.

P.T.D.F.

REDWOOD

REFERENCE

REINFORCING

ROOF HATCH

ROUND HEAD METAL

RESILIENT

REFRIGERATOR

ROOF DRAIN

SCREW

ROOM

RAIN WATER LEADER

ROUGH OPENING

ROUND HEAD WOOD

SCREW

RDWD.

R.H.W.S.

R.W.L.

R.O.

RM.

R.H.M.S.

R.H.

RESIL.

REINF.

REFR.

REF.

R.D.

LIGHT

MATERIAL

LOW POINT

LIVE LOAD

LEFT HAND

MAT.

LT.

L.P.

L.L.

L.H.

MANHOLE

MINIMUM

MEDIUM

MANUFACTURER

MEMBRANE

MECHANICAL

MEDICINE CABINET

MACHINE BOLT

METAL

MASONRY OPENING

METAL THRESHOLD

MISCELLANEOUS

MODULAR

MOISTURE RESISTANT

MIRROR

M.C.

M.B.

MIN.

MH.

MFG.

MEMB.

MED.

MECH.

MIR.

MISC.

M.O.

MOD.

M.R.

M.T.

MTL.

MAX. MAXIMUM

NORTH

NATURAL

OVER

NUMBER

NOMINAL

NOT TO SCALE

NOT IN CONTRACT

OBSCURE

OUTSIDE DIAMETER

STUD

OFFICE

OUTSIDE FACE OF

ON CENTER

OVERFLOW

OVERALL

N.T.S.

O/ O.A.

OBS.

O.C.

O.D.

O.F.

OFF.

O.F.S.

(NOT PART OF OSA

N.

NAT.

N.I.C.

NO.

NOM.

PAINT

PLATE

PERFORATED

FOOT

POUNDS PER CUBIC

PANEL EDGE NAILING

PRESSED METAL

PAIR

FRAME

FOOT

POUNDS PER LINEAR

PLYWOOD

POUNDS PER SQUARE

PROPERTY

PLASTER

P.

P.C.F.

P.E.N.

PERF.

PL.

PLAS.

P.L.F.

PLYWD.

P.M.F.

PR.

P.S.F.

PROP.

OPP. OPPOSITE

POINT

PULL STATION

POUNDS PER SQUARE

INCH

P.STA.

PT.

P.S.I.

FOOT

(N) NEW

PLAN

REQUIREDREQD.

NON-COMBUSTIBLENON/COM

PLUMBING CONTRACTORP.C.

MECHANICAL, ELECTRICAL,

PLUMBING

M.E.P.

FRAMED MIRRORMR.

ROBE HOOKR.HK.

MOP HOLDERMP.H.

MOUNTEDMTD.

PAINTEDPTD.

TONGUE AND GROOVE

DRAWINGS

SOUTH

SEE CIVIL DRAWINGS

STORM DRAIN

SOLID CORE WOOD DOOR

DRAWINGS

SHEET

SIMILAR

SLIDING

SHEATHING

SHOWER

SECTION

SEALANT

SEE ELECTRICAL

SOLID BLOCKING

SOAP DISPENSER

SEE ARCHITECTURAL

S.E.D.

SHR.

SHT.

SIM.

SL.

SHTG.

S.BLKG.

S.A.D.

S.

SECT.

SEAL.

S.DISP.

S.D.

S.C.D.

SCWD

SQUARE

DRAWINGS

SPECIFICATION

SOUNDPROOF

DRAWINGS

STATION

STEEL

STORAGE

STANDARD

SUSPENDED

STRUCTURAL

DRAWINGS

STAINLESS STEEL

SEE MECHANICAL

SANITARY SEWER

SEE STRUCTURAL

SQUARE FOOT (FEET)

THICK

TEMPERED

TELEPHONE

TERRAZZO

TACKBOARD

TOP OF CURB

TRANSOM

TOP OF PLATE

TOP OF WALL

TOILET PAPER DISPENSER

TOE NAIL

TOOL JOINT

TOP OF PAVEMENT

TOP AND BOTTOM

T.O.C.

T.O.P.

T.O.PL.

T.O.W.

T.P.D.

TRN.

S.M.D.

SPEC.

S.P.

SQ.

S.S.D.

S. STL.

STO.

STL.

STD.

STA.

S.S.

SQ. FT.

T.B.

T&B.

TEL.

TEMP.

TER.

T&G.

SUSP.

T.J.

T.N.

THK.

STRUC.

S.L.D. SEE LANDSCAPE

TYPICAL

UNLESS NOTED OTHERWISE

URINAL

UNFINISHED

TELEVISION

VENT TO ROOF

VERTICAL

VESTIBULE

VERIFY IN FIELD

VINYL TILE

VINYL COMPOSITION

TILE

VERTICAL GRAIN

WEST

WITH

WINDOW

WOOD

WATER CLOSET

VINYL WALL COVERING

WITHOUT

WEIGHT

YARD

WATER PROOF

WATER HEATER

WATER COOLER

WELDED WIRE FABRIC

WATER RESISTANT

W/O

W.W.F.

W.P.

W.R.

WT.

YD.

T.V.

TYP.

UNF.

U.N.O.

V.C.T.

VERT.

VEST.

V.G.

V.I.F.

UR.

V.W.C.

W.

W/

W.C.

V.T.R.

W.F.

W.H

WDW.

WD.

V.T.

T.S. TUBE STEEL

SELF ADHERED SHEET

MEMBRANE

S.A.S.M.

SELF ADHERED FLEXIBLE

FLASHING

S.A.F.F.

WITHINW/IN

UNDERSIDEU/S

SANITARY NAPKIN

DISPOSAL

S.N.D.

T.S.C.D. TOILET SEAT COVER

DISPENSER

SANITARY NAPKIN

DISPENSER

S.N.V.

TOP OF SEATT.O.S.

SOUND ATTENUATION

BATT

S.A.B.

Name

Elevation

Room name

150 SF

S Y M B O L S

V.A. FURNISHED / CONTRACTOR

INSTALLED

(VC)

V.A. FURNISHED AND INSTALLED(VV)

SOLID WOOD DOORS.W.D.

C0

CC CONTRACTOR-FURNISHED,

CONTRACTOR INSTALLED

REMOVE AND RELOCATER

4' -0

M

IN

2'-6" MIN

1' -5

M

IN

1' -7

M

A X

SINK

CLEAR FLOOR

SPACE

4' -0

M

IN

2'-6" MIN

5'-0"

4' -1

1" F

LO

O

R M

O U

N T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN

1' -5

M

IN

1' -7

M

A X

WATER CLOSET

SINK

CLEAR FLOOR

SPACE

5'-0"

4' -1

1" F

LO

O

R M

O U

N T

4' -8

W

A

LL

H U

N G

1'-6" MAX

1'-4" MIN

4'-0" MIN

2' -6

M

IN

1'-7" MAX

WATER CLOSET

SINK

CLEAR FLOOR SPACE

CLEARANCE AT WATER CLOSET

CLEARANCE AT WATER CLOSET

CLEARANCE AT SINK

5'-6" TURNING RADIUS

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M A

X T

O

PAPER TOWEL

DISPENSER WALL MTD

GARMENT HOOKSOAP

DISPENSER

SHOWER CURTAIN ROD

T O

B O

T T

O M

M

A X

SOAP DISH

TOWEL BAR

TOWEL PIN

HAND HELD

SHOWER

SHOWER HEAD

MIN 59"

LONG HOSE

M A

X

A

B O

V E

S

IN

K T

O B

/O R

E F

L S

U R

F A

C E

MIRROR TOILET PAPER

DISPENSER

M

A X

M

IN

MIN

1'-3"

C

LR

K N

E E

S P

A C

E

2' -3

M

IN

M A

X T

O R

IM

2' -1

0"

R E

F

LE

C T

E D

S U

R F

A C

E O

F M

IR

R

O R

3' -4

M

A X

T O

B O

MIRROR - VERIFY SIZE WITH

PLANS AND ELEVATIONS

MIN

8" DEEP

T O

R

IM

2' -1

0" M

A X

2'-1" MAX

1'-5" MIN

9" M

IN

9" M

IN

SIDE VIEW FRONT VIEW

CLEARANCE

6" MAX TOE

1'-5" MIN

LAVATORY

PLUMBING LINES

WITHIN HATCHED

AREA REQUIRED

TO BE INSULATED

LINES OF REQUIRED

CLEARANCE

FINISH FLOOR

4'-0" MIN CLR

2' -5

M

IN

5"

2' -3

M

IN

CLEAR SPACE

ALLOWABLE FOR

ACCESSIBILITY

MIRROR

2' -5

M

IN

LINES OF REQUIRED

CLEARANCE

5"

5/8" GYPSUM

BOARD

3" SOUND

ATTENUATION

BLANKETS

3-5/8" 20 GA. COLD

FORMED STEEL

2 LAYERS OF

5/8" GYPSUM

BOARD

3" SOUND

ATTENUATION

BLANKETS

3-5/8" 20 GA. COLD-

FORMED STEEL

FRAMING

5/8" GYPSUM

BOARD

1-1/2" HAT

CHANNEL AT 16"

O.C.

8" GROUT FILLED

CMU

8" GROUT FILLED

CMU

6" CMU

4" CMU

6 1/8" 9 3/4"

4 7/8" 4 1/4" 7 5/8" 5 5/8" 3 5/8"

MAX

1'-0" 3'-6" MIN

1' -7

M

A X

T O

S E

A T

1' -5

M

IN

T O

O U

T

LE

T O

F D

IS

P

E N

S E

R 1'

-3

M

IN

T O

'-0

M

A X

A F

F

3' -0

M

A X

T O

B A

R

2' -9

M

IN

9" MAX

7" MIN

GRAB BAR

1"

SANITARY NAPKIN

DISPOSAL AT WOMEN OR

UNISEX, SUGGESTED

LOCATION

GRAB BAR

3' -0

M

A X

T O

B A

R

2' -9

M

IN

1'-6" MAX

1'-4" MIN

SANITARY NAPKIN DISPOSAL AT

WOMEN OR UNISEX, SUGGESTED

LOCATION

1 1/2"

3'-0" MIN

6" MAX

2'-0" MIN 1'-0" MIN.

3'-0" MAX

3' -5

M

A X

3' -3

M

IN

1'

-6

M

IN

3'-5" MAX

3'-3" MIN VERTICAL GRAB BAR

TOILET PAPER

DISPENSER

4'-6" MIN

3' -5

M

A X

3' -3

M

IN

1'

-6

M

IN

SIDE WALL REAR WALL

VERTICAL GRAB BAR

FLOOR CLEARANCE

5'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

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

C U s e rs

\d u n n t\ D o c u m e n ts \R e v it \2

\A n n

A rb o r

B ld g

W B a s e m e n t (2 tj .d u n n

.r v t

/1

/2

:4

:3

P

M

GI002

WALL TYPES AND NOTES

01/13/2023 PQ JK

UPGRADE BASEMENT,

BUILDING 1 WEST

506-20-102

ANN ARBOR, MICHIGAN

BID DOCUMENTSANN ARBOR VA

MEDICAL

CENTER Approved: Veteran's Affairs Medical Center

1. TYPICAL PARTITION TYPE IS WALL TYPE "1" UNLESS NOTED OTHERWISE ON PLAN.

2. BUILD PARTITIONS IN ACCORDANCE WITH PARTITION SCHEDULE AND DESIGN REFERENCED. REFERENCES ARE TO LATEST EDITION OF GYPSUM ASSOCIATION (GA) FIRE RESISTANCE DESIGN MANUAL, OR TO UNDERWRITERS LABORATORY

(UL) FIRE RESISTANCE DIRECTORY.

3. ALL WALLBOARD IS TO BE TYPE "X" UNLESS NOTED OTHERWISE.

4. PARTITION TYPES INDICATED ARE CONTINUOUS TO A CORNER OR AN INTERSECTING PARTITION, UNLESS INDICATED OTHERWISE. WHERE PARTITIONS OF DIFFERENT THICKNESSES MEET, MAINTAIN A FLUSH SURFACE ON THE SIDE WHERE

FACES ARE STRAIGHT AND CONTINUOUS, UNLESS NOTED OTHERWISE.

5. METAL STUD GAUGES SCHEDULED ARE THE MINIMUM REQUIRED, AND MAY BE INCREASED BY SPECIFICATIONS TO ACCOMMODATE LOADS, FINISHES, OR UNBRACED CEILING HEIGHT LIMITS. DO NOT CONSIDER CEILING SYSTEM(S) AS A

PARTITION BRACING ELEMENT.

6. SOUND ATTENUATION BATTS (SAB) ARE TO BE PLACED IN ALL PARTITIONS WHICH ENCLOSE A ROOM UNLESS NOTED

OTHERWISE.

7. WOOD AND PLYWOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT).

8. EDGES OF GYPSUM WALL BOARD (GWB) LEFT EXPOSED TO VIEW, OR ABUTTING DISSIMILAR MATERIAL, IS TO BE FINISHED

WITH METAL "L" BEAD TRIM AND COMPOUND UNLESS NOTED OTHERWISE.

9. PARTITION SCHEDULE IS BASED ON THE USE OF GYPSUM WALL BOARD (GWB), BUT FACING BOARD MAY VARY, DEPENDENT ON FINAL FINISH SCHEDULED FOR THAT PARTITION: USE CEMENTITIOUS BACKER BOARD (CBB) WHERE CERAMIC TILE SCHEDULED IN "WET" AREAS; USE MOISTURE RESISTANT BOARD (MR) WHERE CERAMIC TILE SCHEDULED IN "DRY" AREAS; USE GYPSUM LATH (BLUE BOARD) WHERE VENEER PLASTER IS SCHEDULED. SEE FINISH SCHEDULE AND SPECIFICATIONS FOR PARTICULARS. AT ALL PLUMBING FIXTURES INSTALL 4X8 (MR) MOISTURE RESISTANT BOARD

CENTERED ON FIXTURE.

10. ALL FIRE RATED WALL AND FLOOR PENETRATION MUST COMPLY WITH ASTM-E814

11. ALL DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR PARTITION TO OUTSIDE FACE OF FRAME, UNLESS NOTED OR

DETAILED OTHERWISE.

12. ALL PARTITIONS, INCL. STUDS, BOARD, SOUND ATTENUATION BLANKETS, ETC. TO EXTEND FROM TOP OF FLOOR SLAB TO

UNDERSIDE OF CONCRETE SLAB ABOVE UNLESS OTHERWISE NOTED.

13. CONTRACTOR IS TO CLOSE OFF ANY VOIDS LEFT AS A RESULT OF ANY REMOVALS AND NEW CONSTRUCTION, AS WELL AS INFILL ANY EXISTING VOIDS IN NEWLY DESIGNATED FIRE RATED PARTITIONS. ALL PATCHES SHALL MATCH AND ALIGN

WITH SURROUNDING MATERIALS AND SHALL BE IN ACCORDANCE WITH NFPA CODE.

14. REFER TO NEW ARCHITECTURAL FLOOR PLANS FOR PARTITION TYPE DESIGNATIONS.

15. CONTRACTOR SHALL SEAL PARTITION WALLS AROUND ALL M.E.P. PENETRATIONS OR OPENINGS, RESULTING FROM M.E.P.

INSTALLATIONS INCLUDING BUT NOT LIMITED TO THE SLAB, ABOVE AND BELOW CEILINGS.

16. ALL NEW MASONRY WORK INCLUDING NEW PARTITIONS, INFILL AND PATCHING; MATCH EXISTING COURSING AND TOOTH

IN WITH EXISTING ADJ. CONSTRUCTION.

17. NO EXISTING FIREPROOFING IS TO BE REMOVED FROM EXISTING BUILDING STRUCTURE FOR ANY NEW INSTALLATION FOR

ANY REASON.

18. IN AREAS OF TOILET ROOMS AND OTHER PLUMBING FIXTURES SUCH AS MOP BASINS, SINKS, SHOWERS, TOILETS, ETC. A TYPE 'X' MOISTURE RESISTANT GYPSUM WALLBOARD SHALL BE USED FOR THE WALL CONSTRUCTION. WHERE CERAMIC

TILE IS SCHEDULED; CEMENTITIOUS BOARD SHALL BE USED FOR THE WALL CONSTRUCTION.

19. UNLESS NOTED, THE CONNECTION AT THE TOP OF THE PARTITION TO THE STRUCTURE ABOVE MUST ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. AT FIRE RATED METAL STUD PARTITIONS, THE TOP CONNECTION MUST BE A FIRE STOP CONNECTION THAT ALLOWS 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. HOLD GYPSUM WALL BOARD AND STEEL STUDS 1" FROM THE BOTTOM OF THE STRUCTURE ABOVE. DO NOT SCREW-ATTACH STEEL VERTICAL STUDS OR GYPSUM WALL BOARD TO THE TOP TRACK. INSTALL BRIDGING 12" MINIMUM FROM THE TOP OF

THE STUDS.

TYPE 1 (U.N.O.)

ONE LAYER OF 5/8" GYPSUM BOARD ON

EACH SIDE OF 3-5/8" 20 GA. COLD-

FORMED STEEL FRAMING @ 16" O.C.

WITH 3" SOUND ATTENUATION

BLANKETS IN STUD SPACE. EXTEND

STUDS, BOARD, AND BLANKETS FULL

HEIGHT TO DECK ABOVE.

UL DESIGN U419 - 1 HR RATED

SA-870717 - STC 49

TYPE 1A NON-RATED WALL

SAME AS TYPE 1 EXCEPT EXTEND

STUDS, BOARDS, AND BLANKETS TO

12'-0" A.F.F.

DIAGONAL BRACE AT 48" ON CENTER

TYPE 1B NON-RATED WALL

SAME AS TYPE 1 EXCEPT EXTEND

STUDS, BOARDS, AND BLANKETS TO

9'-0" A.F.F.

TYPE 2

ONE LAYER OF 5/8" GYPSUM BOARD

ON ROOM SIDE OF 3-5/8" 20 GA. COLD-

FORMED STEEL FRAMING @ 16" O.C.

WITH 3" SOUND ATTENUATION

BLANKET IN STUD SPACE. EXTEND

STUDS, BOARD AND SOUND BLANKETS

FULL HEIGHT TO DECK ABOVE.

ATTACH TO STRUCTURE ABOVE W/

VERTICAL SLIP CONNECTIONS. HOLD

FRAMING 1/2" OFF EXISTING WALLS,

WHERE APPLICABLE.

1. PROVIDE MINIMUM 20 GAUGE CFS FRAMING AT ALL WALLS.

2. PROVIDE DOUBLE STUDS AT JAMBS OF DOOR AND FIXED GLASS FRAMES, AT OPEN PARTITION ENDS, AND WHERE

PARTITION IS TO RECEIVE WALL MOUNTED SHELVES, CASEWORK, PLUMBING FIXTURES, ETC.

3. USE 5/8" TYPE X GYPSUM BOARD, ANCHOR W/ SCREWS AT 8" O.C. ON EDGES AT 12" O.C. IN FIELD PER UL DESIGN

NUMBERS LISTED.

4. SEE SPECIFICATIONS FOR GYPSUM BOARD REQUIREMENTS AT TOILETS AND ALL WET AREAS.

5. FOR LOCATIONS OF EXISTING AND NEW FIRE-RATED PARTITIONS, SEE LIFE SAFETY PLANS.

6. PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD INSTALLATIONS EXCEEDING STUD MANUFACTURER

REQUIREMENTS FOR MAXIMUM ALLOWED HEIGHT AND DEFLECTION.

S T U D G A U G E N O T E S

1/4" = 1'-0"

TYP. CLEAR FLOOR SPACES

1/2" = 1'-0"

RESTROOM FIXTURES AND ACCESSORIES

1/2" = 1'-0"

TYP. ACCESSIBLE LAVATORY CLEARANCE

TYPE 3

8" GROUT FILLED CMU

UL DESIGN U905 - 2 HR RATED

TYPE 4

6" STANDARD CMU

TYPE 5

4" SOLID CMU

TYPE 6

NOT USED

G E N E R A L P A R T I T I O N N O T E S

TYPE 8

8" GROUT FILLED CMU WITH ONE

LAYER OF 5/8" GYPSUM BOARD ON 1

1/2" HAT CHANNEL

UL DESIGN U905 - 1 HR RATED

TYPE 7

TWO LAYERS OF 5/8" GYPSUM BOARD

ON EACH SIDE OF 3-5/8" 20 GA. COLD-

FORMED STEEL FRAMING @ 16" O.C.

WITH 3" SOUND ATTENUATION

BLANKETS IN STUD SPACE. STAGGER

GYPSUM BOARD JOINTS. EXTEND

STUDS, BOARD, AND BLANKETS FULL

HEIGHT TO DECK ABOVE. FIRE CAULK

ALL PENETRATIONS. SEE PARTITION

NOTES THIS DWG.

UL DESIGN U419 - 2 HR RATED

1/2" = 1'-0"

ACCESSIBLE TOILET CLEARANCE

TYPE 2A

SAME AS TYPE 2 EXCEPT 2-1/2" 16 GA.

COLD-FORMED STEEL FRAMING @ 16"

O.C. WITH 2" SOUND ATTENUATION

BLANKET IN STUD SPACE.

TYPE 2B

SAME AS TYPE 2 EXCEPT 2-1/2" 16 GA.

COLD-FORMED STEEL FRAMING @ 16"

O.C. WITH 2" CLOSED-CELL FOAM

INSULATION.

ALL PERSONNEL ENTERING THE CONSTRUCTION SITE AREA MUST WEAR A HARD HAT AND SAFETY GLASSES ALONG

WITH ANY OTHER PPE REQUIRED IN THAT AREA.

ALL APPLICABLE FORMS SHALL BE COMPLETED AND APPROVED PRIOR TO STARTING WORK.

PERMITS TO INCLUDE:

ICRA, ILSM, ABOVE CEILING, FIRE SPRINKLER SYSTEM, UTILITY SHUT-DOWN, FIRE / SMOKE WALL, FIRE ALARM

SYSTEM.

THE CONSTRUCTION AREA MUST MAINTAIN A NEGATIVE PRESSURE VENTILATION. NEGATIVE AIR UNIT SHALL BE MAINTAINED WITH FILTER REPLACEMENT(S) PER SPECIFICATIONS (WEEKLY REPLACEMENT OF PRE-FILTER OR AS NECESSARY). HEPA FILTER SHALL BE REPLACED MONTHLY. CLEAN ALL EXTERIOR SURFACES OF CARTS AND TOOLS AT THE END OF EACH SHIFT. MONITOR NEGATIVE PRESSURE AND POST LOG AT THE END OF EACH SHIFT.

CONSTRUCTION CLASS WILL BE DETERMINED BY THE CONSTRUCTION SAFETY COMMITTEE.

DURING CONSTRUCTION BE CERTAIN THAT:

• BARRIERS ARE INTACT AND MAINTAINED.

• PARTICLE COUNT METER IS AVAILABLE.

• NEGATIVE INDICATOR IS AVAILABLE.

• INSPECTED / DATED FIRE EXTINGUISHER(S) ARE AVAILABLE AND MOUNTED PROPERLY.

• ICRA REQUIREMENTS ARE INTACT AND VERIFY THAT THEY ARE BEING MAINTAINED.

• WALK-OFF MATS AND STICKY MATS ARE MAINTAINED PROPERLY.

CONTRACTOR SHALL MAINTAIN BARRIERS, CONFIRM NEGATIVE CONSTRUCTION SPACES, AND DOCUMENT ICRA

REQUIREMENTS DAILY.

SEE SPECIFICATIONS FOR MORE INFECTION CONTROL INFORMATION.

A

B

C

D

E

F

G E N E R A L N O T E S

G

H

FINISHED FLOORING TO BE KEPT CLEAN. FLOORS

NOT BEING REPLACED TO BE PROTECTED OR

COVERED WITH ROSEN PAPER / FIRE RATED

PLYWOOD

FIRE / U.L. RATED PLASTIC TO

PREVENT DUST INFILTRATION

(INSTALL PRIOR TO

CONSTRUCTION)

FIRE / U.L. RATED PLASTIC TO

PREVENT DUST INFILTRATION

(INSTALL PRIOR TO

CONSTRUCTION)

EXISTING FIRE

SPRINKLER SYSTEM

EXISTING WALLEXISTING WALL

EXISTING CONCRETE SLAB FLOORING

HEATED DETECTOR CUT-OFF

HEPA NEGATIVE AIR UNIT

FIRE RATED PLYWOOD

(TEMP. REMOVE GLASS

PANEL)

EXISTING WINDOW FRAME

LOW RISK GROUP

CONSTRUCTION PROJECT TYPE

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

RISK RELATED GROUP TYPE A TYPE B TYPE C TYPE D

I II II III/IV

II

II III/IV

III/IV

III

III/IV

IV

IV

IV

I

I

II

CONSTRUCTION PROJECT BY PATIENT RISK

IC MATRIX - CLASS OF PRECAUTIONS:

INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISKNOTE:

LEVEL INDICATE THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.

C

LA

S S

I

II

1. REMOVE OR ISOLATE H.V.A.C. SYSTEM IN AREA WHERE WORK IS BEING DONE TO

PREVENT CONTAMINATION OF DUCT SYSTEM.

2. COMPLETE ALL CRITICAL BARRIERS IE. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL

AREA FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH

PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR

VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.

3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR

FILTRATION UNITS IF INDICATED.

4. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.

5. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.

6. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS

INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL

DEPARTMENT AND THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES

DEPARTMENT.

1. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS

ASSOCIATED WITH CONSTRUCTION.

2. VACUUM WORK AREA WITH HEPA FILTERED VACUUM.

4. WET MOP AREA WITH DISINFECTANT.

5. REMOVE ISOLATION OF H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

PRIOR TO ANY CONSTRUCTION

POST CONSTRUCTION

7. PLACE A WALK-OFF MAT AND A STICKY MAT AT ENTRANCE AND EXIT WORK AREAS.

3. REMOVE AND DISCARD WALK-OFF MAT AND STICKY MAT AT ENTRY AND WORK AREAS.

8. PROVIDE INSPECTED/DATED FIRE EXTINGUISHER(S) IN THE WORK AREAS.

CLASS III WORK ITEMS NOTES:

EXISTING CONCRETE SLAB FLOORING

FLEX DUCT

HEPA NEGATIVE AIR UNIT

FLEX DUCT

PLASTIC WINDOW (ON

ALL SIDES

ZIPPER SIDE ENTRY

MOBILE CONTAINMENT CART WITH

CANVAS / 1-1/4" SQUARE STEEL

TUBULAR FRAME

SWIVEL CASTERS TWO WITH

LOCKING OUTTER BRAKES

A D

JU

S

T A

B

LE

H

E

IG

H T

A D

JU

S

T A

LE

H

E

IG

H T

FIRE / U.L. RATED PLASTIC TO

PREVENT DUST INFILTRATION

(INSTALL PRIOR TO

CONSTRUCTION)

LOW RISK

OFFICE AREAS

PATIENT RISK GROUPS

MEDIUM RISK HIGH RISK HIGHEST RISK

CARDIOLOGY CCU ANY AREA CARING FOR

ECHOCARDIOGRAPHY

ENDOSCOPY

NUCLEAR MEDICINE

PHYSICAL THERAPY

RADIOLOGY/MRI

RESPIRATORY THERAPY

EMERGENCY ROOM

LABOR & DELIVERY

LABORATORY (SPECIMEN)

NEWBORN NURSERY

OUTPATIENT SURGERY

PEDIATRICS

IMMUNOCOMPROMISED PATIENTS

BURN UNIT

CARDIAC CATH LAB

CENTRAL STERILE SUPPLY

INTENSIVE CARE UNITS

MEDICAL UNIT

PHARMACY

POST ANESTHESIA CARE UNIT

SURGICAL UNITS

NEGATIVE PRESSURE ISOLATION ROOMS

ONCOLOGY

OPERATING ROOMS INCLUDING

C-SECTION ROOMS

POST ICRA, ILSM, FIRE

INSPECTION SHEETS VISIBLE

TO PUBLIC

SUSPENDED PLASTIC ZIPPER WALL

CURTAIN BARRIER

A P

P R

O X

A

.F .F

INDICATOR MUST BE AT -0.01 OR GREATER (VERIFY

DAILY), IF NOT VERIFY ALL OPENINGS, SUCH AS DOORS,

ARE CLOSED AND/OR CHANGE OUT NEGATIVE AIR PRE-

FILTER.

INDICATOR (REFER TO PLAN

& ELEVATION)

C.O.R. CONTACT INFO

CONST. SUPERVISOR

NAME AND CELL

PHONE

CHILLER PLANT AFTER HOURS

CONTACT PHONE NUMBER FIRE

EMERGENCY DIAL 911

PERSONNEL ENTERING MUST HAVE: HARD HAT, SAFETY GLASSES

AND PROPER I.D.

THIS IS A

RESTRICTED AREA

AREA UNDER CONSTRUCTION

PAPER CADDY

ICRA, ILSM, FIRE WATCH,

MISC. FORMS

FRAMED COPY OF C.O.R.

CERTIFICATION

A A

SUSPENDED PLASTIC ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE INSPECTION SHEETS

VISIBLE TO PUBLIC

PROVIDE STICKY MATS (CHANGED END OF

SHIFT OR MORE IF NECESSARY TO MAINTAIN

CLEANLINESS)

INDICATOR MUST BE AT -0.01 OR GREATER (VERIFY DAILY).

IF NOT, VERIFY ALL OPENINGS, SUCH AS DOORS, ARE

CLOSED AND / OR CHANGE OUT NEGATIVE AIR PRE-FILTER

PROVIDE A 6'-0" x 4'-0" WALK OFF MAT

INSIDE OF WORK AREA (CHANGE

WHEN NECESSARY TO MAINTAIN

CLEANLINESS)

FIRE EXTINGUISHER ON PORTABLE

FLOOR BRACKET (ILSM MAY REQUIRE

MORE THAN ONE)

TAPE ALL SERVICES TO PROTECT

AGAINST CONTAMINATION

OPTIONAL EXHAUST DUCTS (COVER

THE GRATES AND THE DIFFUSERS)

SUPPLY DUCTS EITHER KEEP

RUNNING OR COVER WHEN

RUNNING TO KEEP DUST OUT

COVER ALL RETURNS AT THE

GRATE / DIFFUSERS

OUTSIDE OF BUILDING

E

A

O

V

MONTHLY CHANGED HEPA

FILTER

HEPA NEGATIVE AIR UNIT

WEEKLY CHANGED (OR

MORE AS NEEDED) PRE-

FILTER

FIRE RATED PLYWOOD (REFER TO

ELEVATION)

F

LE

X D

U C

T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

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

C U s e rs

\d u n n t\ D o c u m e n ts \R e v it \2

\A n n

A rb o r

B ld g

W B a s e m e n t (2 tj .d u n n

.r v t

/1

/2

:4

:3

P

M

GI003

ICRA CLASS III REQUIREMENTS

01/13/2023 PQ JK

UPGRADE BASEMENT,

BUILDING 1 WEST

506-20-102

ANN ARBOR, MICHIGAN

BID DOCUMENTSANN ARBOR VA

MEDICAL

CENTER Approved: Veteran's Affairs Medical Center

1/2" = 1'-0"

CROSS-SECTION 'A-A' CLASS III

1/2" = 1'-0"

MOBILE CONTAINMENT CART (CONST. BARRIER TYPES)

NTS

ICRA III (IDEAL) - ROOM ELEVATION

1/2" = 1'-0"

TYPICAL CONSTRUCTION LAYOUT CLASS III

C

A

C A

A

A

C

A

A

A

C C

FULLER CT.

FULLER ROAD

GI101

Sim

BUILDING 1W

BUILDING 1E

BUILDING 28

PARKING

GARAGE

EXISTING

LOADING DOCK PROPOSED CONTRACTOR STAGING AREA

(500 SF.)

PROPOSED ADDITIONAL CONTRACTOR

STAGING AREA (500 SF.)

CONSTRUCTION TRAILER

- VA TO PROPOSE LOCATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

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

C U s e rs

\d u n n t\ D o c u m e n ts \R e v it \2

\A n n

A rb o r

B ld g

W B a s e m e n t (2 tj .d u n n

.r v t

/1

/2

:4

:4

P

M

GI101

CONTRACTOR STAGING

01/13/2023 PQ JK

UPGRADE BASEMENT,

BUILDING 1 WEST

506-20-102

ANN ARBOR, MICHIGAN

BID DOCUMENTSANN ARBOR VA

MEDICAL

CENTER Approved: Veteran's Affairs Medical Center

1" = 200'-0"

SITE PLAN - OVERALL

1" = 30'-0"

SITE PLAN - LOADING DOCK

G E N E R A L N O T E S

A. CONTRACTOR SHALL RESEED AND STRAW ALL DISTURBED GRASSED AREAS TO RETURN IT TO

ITS PRE-CONSTRUCTION CONDITION.

B. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THEIR OWN DUMPSTER, DETERMINE

THE LOCATION OF THE DUMPSTER ONSITE AND OBTAIN VA APPROVAL THROUGH THE COR FOR

THE PROPOSED LOCATION.

OVERPASS WITH 15'-6" CLEARANCE

2 3 4 5

A

B

B.5

C

2.5

A

28-S501

G

28-S501

F

28-S501

/8

14' - 0" 18' - 0" 16' - 0" 20' - 5"

18' - 2 5/8" 20' - 0" 10' - 0"

W8X10 W8X10 W10X12

W X

W X

W X

W X

W X

2' - 7"

18' - 10 1/4"

AA

4.2

W8X10W8X10

C9X20

C9X15

C9X15

C9X20

W8X10

C9X20

C9X20

6" NON-COMPOSITE

CONCRETE SLAB W/

1.5C22 STEEL DECKING

AND 4X4-W4.0XW4.0

4'

/2

DO

DO

DO

DO

DO

12K1 SQUARE END JOISTS (TOTAL LOAD OF 1100 LB/LF) NO CAMBER

HORIZONTAL BRIDGING

PER MANUFACTURER

5' - 7 7/8" 10' - 2" 18' - 0" 2' - 2" 6' - 8" 6' - 7 1/4" 20' - 11 3/4" 2' - 7"

EXISTING CURTAIN WALL

9'

/2

V .I.

F

5" NON-COMPOSITE CONCRETE

SLAB W/ 1.5C22 STEEL DECKING

AND 4X4-W2.9XW2.9

C9X15

C9X15

12K1 SQUARE END JOISTS (TOTAL LOAD OF 1100

LB/LF) NO CAMBER

V .I.

F

/8

8' - 8"

V .I.

F

9'

/2

SAWCUT EXIST. SLAB

L X

X

/4

L X

X

/4

DO

DO

L X

X

/4

L3X3X1/4 TO SUPPORT

DECK (TYP.3 SIDES)

L3X3X1/4

6' - 6" OPENING

1'

4"

5'

O P

E N

IN

G

1'

1/ 4"

1' - 7"

D

28-S501

DUCT BELOW SLAB

H

28-S501

E Q

E Q

E Q

E Q

E Q

E Q

E Q

E Q

CUSTOM FABRICATE JOISTS

TO ACCOMMODATE FOR

DUCT

H

28-S501

SIM

1/

2"

C X

4" 8'

/2

4"

C

28-S501

C

28-S501

C X

.4

4 3/8"

2"

C9X15

C9X15 +L4X4X1/4

EXTENT OF L4X4X1/4

1'

28-S501

28-S501

SIM.

OPP. HAND

H

28-S501SIM

1' - 2"

2' - 8 1/4"

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

(1) #4 X 12" REENTRANT

CORNER BARS (TYP)

DUCT OPNG

DUCT OPNG

SLOPE 1/4" PER 1'-0" TO

SHOWER DRAIN. REFER TO

ARCH FOR DIMENSIONS

2 3

B

2.5

AA

NOTES:

1. REFER TO MECHANICAL DRAWINGS FOR FLUID COOLER LOCATION.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING FRAMING SIZES. CONSULT WITH STRUCTURAL ENGINEER IF ANY DISCREPANCIES.

3. COORDINATE ALL DIMENSIONS WITH EQUIPMENT SELECTION.

4. ALL STEEL TO BE GALVANIZED.

E X

. W

X

E X

. W

X

W6X15

W6X15

W X

W X

5' - 10 1/8" +/- 11' - 8 1/4"

8'

/4

1'

1/ 8"

EX. W24X68

W X

HSS3-1/2X3-1/2X1/4

(TYP.)

I

28-S501

EQ EQI

28-S501

EX. W16X26

28-S501

TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

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

C U s e rs

\c ra ig \O n e D ri v e \D o c u m e n ts

\A n n A rb o r

B ld g c ra ig .l ie g ib e l@ ff e

-s e rv .c o m

.r v t

/1

/2

:5

:4

P

M

28-S101

STRUCTURAL NEW WORK

01/13/2023 PM CL

UPGRADE BASEMENT, BUILDING 1

WEST

506-20-102

ANN ARBOR, MICHIGAN

BID DOCUMENTS

ANN ARBOR VA

MEDICAL

CENTER Approved: Veteran's Affairs Medical Center

1/4" = 1'-0"

FRAMING PLAN

MORGUE/AUTOPSY

RAMP (CORRIDOR)

150 PSF

100 PSF

LIVE LOADOCCUPANCY OR USE

TABLE 1: MIN. UNIFORMLY DISTRIBUTED LIVE LOADS

ABBREVIATIONS

V.I.F VERIFY IN FIELD

COL. COLUMN

EX. EXISTING

CONC. CONCRETE

S.O.G. SLAB ON GRADE

EXP. EXPANSION

G E N E R A L N O T E S

A. ALL WIDE FLANGE BEAMS TO BE ASTM A50 U.N.O.

B. ALL CHANNELS AND OTHER STEEL TO BE ASTM A36 U.N.O.

C. STEEL DECKING TO BE ASTM A653.

D. CONCRETE STRENGTH

F'c = 3000 PSI (NON-COMPOSITE SLAB) F'c = 4000 PSI (SLAB ON GRADE)

E. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,

GRADE 60, ASTM A615, WITH 60,000 PSI MINIMUM YIELD STRENGTH.

F. WELDING ELECTRODES TO BE E70XX.

OPNG OPENING

N

REQ'D REQUIRED

OPP. OPPOSITE

DWL DOWEL

O.C. ON CENTER

1/4" = 1'-0"

ROOF FRAMING PLAN

B.5

EX. WALL

EX. COLUMN

1/

2" 3"

1/

2"

1"

4"

L3X3 OR AS REQ'D

L3X3X1/4

C 9X

.4

C9X20

1 3/4"

1 1/4"

(2) 1/2" EXP. ANCHORS

4 3/8"

1/ 2"

3/4" X 4 1/2" (MIN) WELDED STUDS

(TYP. BOTH SIDES OF OPENING)

FILL CELL ON EACH SIDE

OF OPENING

EXISTING CMU

W8 X 18

EACH SIDE

0' - 8" BEARING

OPENING

(TYP.)

0' - 3"

(TYP.)

0' - 3"

COMPACTED SOIL

NEW PIPE - REFER TO PLUMBING

SAWCUT EXISTING SLAB

#4 BAR @ 18" O.C.

(TYP.)

#4 CONT. (BOTH SIDES)

APPLY BONDING AGENT (TYP.)

NEW CONCRETE

1' - 6"

4" BAR W/ EPOXY

GROUT @ 18" O.C.

(TYP. EACH SIDE)

VAPOR BARRIER

NOTE:

1. REFER TO PLUMBING DRAWINGS FOR LOCATIONS OF NEW UNDERGROUND PIPING.

2. DO NOT CUT EXISTING COLUMN FOUNDATIONS.

2 4 5 62.5

4 3/8"

LANDING

6' - 0"

RAMP

30' - 0"

LANDING

7' - 0"

RAMP

30' - 0"

2' - 7"20' - 9 3/8"6' - 9 5/8"2' - 2"18' - 0"10' - 2"3' - 10"1' - 10"

2" EXP. JOINT

3'

C9

ONE PIECE - BENT C9

#4 @ 18" O.C.

W10

W10

W10

EL. = 813'-2 1/2"

EL. = 814'-8 1/2"

EL. = 816'-2 1/2"

EX. W8X58

6' - 8"

NEW OPENING - SEE

LINTEL BEARING DETAIL

END OF CHANNEL

AND DECKING

EXISTING S.O.G

END OF RAMP

#4 DWL @ 12" O.C.

W/ 3" EMBED.

& EPOXY GROUT

ROUGHEN AND APPLY

BONDING AGENT PRIOR

TO POURING CONCRETE

28-S501

E

C9

5' - 9"5' - 0"

EL. = 814'-4 5/8"…