P09 Drawings - 589A6-19-205.pdf

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DEPARTMENT OF VETERANS AFFAIRS

DWIGHT D. EISENHOWER VA MEDICAL CENTER

4101 S. 4TH ST. TRWY.

LEAVENWORTH, KANSAS 66048

UPGRADE STERILE PROCESSING

VA PROJECT NO. 589A6-19-205

1 OCTOBER 2020

G001

GENERAL - COVER SHEET

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE STERILE PROCESSING

TO MEET TEMP & HUMIDITY

Dwight D. Eisenhower Medical Center

589-C92284

Project Director

10/01/2020 DEH/HK MVRevisions: Date:

www.daengineering.com www.daengineering.com voice (317) 464-9090 2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

401 N. FRONT ST., SUITE 380 COLUMBUS, OH 43215

CODE REQUIREMENTS FOR RENOVATION

FIRE RATINGS

SYMBOLS LEGENDCONTRACTOR GENERAL NOTES

VA GENERAL NOTES

MAXIMUM ALLOWABLE TRAVEL DISTANCE

SUITE TRAVEL DISTANCE

CORRIDOR ACCESS (MIN.)

CORRIDORS I-2 BED MOVEMENT

ALLOWABLE DEAD END CORRIDOR

125 FEET

300 FEET

50 FEET

96 INCHES

------ SQ.FT.

NFPA 13 SPRINKLER SYSTEM

CORRIDOR SERVING 50 PEOPLE OR LESS

CORRIDORS NON-HOSPITAL

COMMON PATH OF TRAVEL 100 FEET

44 INCHES

36 INCHES

INTERIOR WALL AND CEILING FINISH REQUIREMENTS

INTERIOR FLOOR FINISH REQUIREMENTS

EXIT

CLASS A

CLASS 1

CORRIDORS

CLASS A

ROOMS

CLASS B

OCCUPANCY CATEGORY -

SEISMIC DESIGN CATEGORY B

-WIND ZONE

BUILDING CODE

EXISTING BUILDING AREA

BUILDING OCCUPANCY CLASSIFICATION

TYPE OF CONSTRUCTION

TRAVEL DISTANCE

FIRE SUPPRESSION SYSTEM

CORRIDOR WIDTH

INTERIOR FINISHES

SEISMIC / WIND REQUIREMENTS

-- STORIES / ------ FT.EXISTING BUILDING HEIGHT

------ SQ.FT.PROJECT AREA

NFPA 101

EXISTING HEALTHCARE AND EXISTING BUSINESS

-- STORIES

NFPA 13 SPRINKLER SYSTEM

50 FEET

60 INCHES

300 FEET

CLASS A OR B

BUSINESS

APPLICABLE CODES:

- LIFE SAFETY CODE, NFPA 101 - 2009

- NFPA NATIONAL FIRE CODES - 2009

- GUIDELINES FOR DESIGN & CONSTRUCTION OF HOSPITAL AND HEALTH CARE FACILITIES - 2006

- INTERNATIONAL BUILDING CODE - 2009

- INTERNATIONAL MECHANICAL CODE - 2006

- INTERNATIONAL PLUMBING CODE - 2009

- ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS, 36 CFR PART 1191 - 2004

GENERAL NOTES:

1) ALL RATED INTERIOR PARTITION SHOULD BE CONSTRUCTED IN ACCORDANCE

WITH THE RATED PARTITION SCHEDULE UNLESS NOTED OTHERWISE ON THE

FLOOR PLANS

2) CONTRACTOR TO PATCH AND REPAIR ALL NEW AND EXISTING FIREPROOFING

AFTER INSTALLATION OF NEW WORK AS REQUIRED TO MAINTAIN REQUIRED FIRE

RATING. CONTRACTOR TO USE MATERIALS COMPATIBLE WITH EXISTING

FIREPROOFING FOR PATCH WORK.

NON-LOADBEARING WALLS AND PARTITIONS HOURS UL DESIGN #

SMOKE BARRIERS (709)

FIRE WALLS (706)

FIRE PARTITIONS (708)

EXIT ENCLOSURES (707.3.2 / 1022.1)

HORIZONTAL EXITS (707.3.7 / 1025.1)

INCIDENTAL USE AREAS (707.3.7 / 509)

OCCUPANCIES SEPARATION (707.3.9 / 508.4)

EXIT PASSAGEWAYS (707.3.4 / 1023.1)

SHAFT ENCLOSURES (713)

CORRIDOR WALLS (708.3 / 1017.1) 0

# U438

# U411

# U465

100 FEET

ELEVATION INDICATION

FIRE EXTINGUISHER

REVISION INDICATION

SECTION INDICATION

DETAIL INDICATION

GENERAL DIMENSIONING

ROOM NAME

ROOM NUMBER

AREA DETAILED

STARTING POINT

NOTE: THE ± INDICATES A DIMENSION THAT CAN VARY.

(NOTIFY THE ARCHITECT OF ANY CHANGE IN THAT DIMENSION IF IT

IS GREATER THAN 1")

NOTE: DIMENSIONS ARE TAKEN FROM/TO

FINISH SURFACE, UNLESS OTHERWISE NOTES.

STARTING POINT

ON ELEVATION

NORTH ARROW

DOOR DESIGNATION

WINDOW SYMBOL

FEC

ALIGN WITH EXISTING CONSTRUCTION

CENTER LINE / ELEVATION LINE

PROPERTY LINE

COLUMN GRID

ARCHITECTURAL SCOPE OF WORK

FINISH SYMBOLS

CEILING DESIGNATION

MATCHLINE

LINETYPE SYMBOLS

IN PLAN

NEW DOOR DESIGNATION

PARTITION TYPE SYMBOL

WORK ABOVE, BEYOND

OR TO BE REMOVED

BREAK LINE

SECTION NUMBER

SHEET WHERE SHOWN

SHEET WHERE SHOWN

REVISION NUMBER

DETAIL NUMBER

DENOTES CORNER GUARD

LOCATION

PARTITION TYPE

KEYNOTE INDICATOR

WINDOW TYPE

OR BORROWED LIGHT

CG

INTERIOR AND/OR

EXTERIOR

MULTIPLE INTERIOR

NEW DOOR

EMERGENCY DOOR DESIGNATION

EMERGENCY SWING

DOUBLE EGRESS DOOR DESIGNATION

ROOM NAME

1 1

A101

SIM

RM #

WALL:

FLOOR:

BASE:

NAME

WALL FINISH

FLOOR FINISH

BASE FINISH

ROOM FINISH TAG

N

NEW DOOR

BUMPER GUARD, CHAIR RAIL, HAND RAIL

FOR LOCATION SEE PLANS

ROOM INDICATION

KEYNOTE SYMBOL

FACE OF SURFACE INDICATORO'-O"

O'-O" ±

NEW DOOR

A1

A101

A1

A201

A1

A3

A4 A2A201

EXISTING DOOR DESIGNATION

EXISTING DOOR

A

SHEET NUMBER OF ADJACENT DRAWING

A

NOTE: CLEAR = THE ACTUAL FIELD DIMENSION MAY NEVER BE LESS

THEN THE CLEAR DIMENSION INDICATED, BUT MAY BE GREATER BY

1" MAX.

CLEAR

O'-O"

NOTE: HOLD = THE ACTUAL FIELD DIMENSION MUST BE EQUAL TO

THE DIMENSION INDICATED AND MUST BE MAINTAINED

HOLD

O'-O"

8' - 6"

C-1

CEILING HEIGHT

CEILING TYPE

A1

A1 / A111

VIEW NUMBER OF ADJACENT DRAWING

WALL PROTECTION TAG

WP-3A

DOOR NUMBER

SF1

STOREFRONT DESIGNATION

STOREFRONT NUMBER

FIRE EXTINGUISHER

CABINET

FIRE EXTINGUISHER

FE

1. THE CONTRACT DOCUMENTS ARE COMPRISED OF THE PROJECT MANUAL, THE DRAWINGS, AND ANY ADDITIONAL OWNER PROVIDED INFORMATION. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS

IF REQUIRED BY ALL.

2. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE APPLICABLE CODES OF THE STATE, COUNTY, CITY, FEDERAL LAWS AND REGULATIONS, OSHA (OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION), SANITARY LAWS, STATUTES AND ORDINANCES. NO WORK SHALL BE

INSTALLED IN VIOLATION OF ANY CODES.

3. THE CONTRACTOR SHALL ARRANGE FOR INSPECTIONS NECESSARY TO OBTAIN A CERTIFICATE OF OCCUPANCY.

4. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO SUBMITTING A BID/ PROPOSAL. THE CONTRACTOR SHALL BECOME GENERALLY FAMILIAR WITH THE PROJECT, AND WITH THE IMPACT OF THE NEW WORK ON THE EXISTING CONDITIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING EXISTING CONDITIONS: FIRE RATING OF THE HORIZONTAL AND VERTICAL ASSEMBLIES AND THEIR EXISTING CONDITION, PENETRATIONS THROUGH FIRE RATED ASSEMBLIES, MISSING OR INOPERABLE DAMPERS IN RATED ASSEMBLIES. ANY QUESTIONS OR COMMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO SUBMITTING A BID/PROPOSAL.

5. THE CONTRACTOR SHALL MAINTAIN AT THE JOB SITE COPY OF ALL DRAWINGS, SPECIFICATIONS, BULLETINS, APPROVED SHOP DRAWINGS, OTHER SUBMITTALS, SAMPLES AND OTHER CONTRACT MODIFICATIONS. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROVIDE THE OWNER

ONE COMPLETE SET OF PROJECT RECORD DOCUMENTS.

6. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, FOR THE

COORDINATION OF WORK AND FOR THE WORK PERFORMED BY THE SUB-CONTRACTORS.

7. EACH TRADE CONTRACTOR IS RESPONSIBLE TO COORDINATE THE SEQUENCE OF ONE'S WORK WITH THAT OF ALL OTHER TRADES. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, AND SHALL BE RESOLVED PRIOR TO THE INSTALLATION OF THE WORK

INVOLVED.

8. ALL CODE REQUIRED EXITS AND INTERIM LIFE SAFETY SYSTEMS, WHICH INCLUDE BUT ARE NOT LIMITED TO EXIT LIGHTS, EMERGENCY LIGHTS, ALARMS, SPRINKLERS, ETC. SHALL BE MAINTAINED IN OPERABLE CONDITION THROUGHOUT THE CONTRACT PERIOD.

9. WHENEVER IT IS NECESSARY TO PROVIDE TEMPORARY "PATHS OF EGRESS" THROUGH THE AREAS OF THE WORK, SUCH PATHS SHALL BE PROVIDED BY THE CONTRACTOR WITH ADEQUATE ARTIFICIAL LIGHT, DIRECTION SIGNS, CLEARANCES, FIRE PROTECTION, ETC., AND SHALL BE

CONSTRUCTED AND MAINTAINED SAFE FROM FIRE, SMOKE, AND OTHER PHYSICAL DANGERS.

10. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN CONSTRUCTION SITE IN A SAFE CONDITION PER OSHA – “OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION” AND ANY APPLICABLE LAWS, REGULATIONS AND ORDINANCES AT ALL TIMES FOR THE PUBLIC, ALL PERSONNEL INVOLVED IN THE WORK, OR ESSENTIAL TO ITS EXECUTION, INCLUDING INSPECTORS, SUPERVISORS, ARCHITECTS’ REPRESENTATIVES, FIELD TESTING PERSONNEL.

11. THE CONTRACTOR SHALL INSTALL PERMANENT OR TEMPORARY FIRE HOSES AND PROVIDE ADEQUATE FIRE EXTINGUISHERS THROUGHOUT THE LIMIT OF WORK PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL MAINTAIN SUCH EQUIPMENT IN WORKING ORDER THROUGHOUT CONSTRUCTION. THE TYPE, QUANTITY AND LOCATION OF THIS EQUIPMENT SHALL BE REASONABLY ADEQUATE TO SUIT THE CONDITIONS AND

COMPLY WITH ALL APPLICABLE LAWS, REGULATIONS AND ORDINANCES.

12. THE CONTRACTOR SHALL PROVIDE FIRE PROTECTION AT EACH WASTE CONTAINER AND AS REQUIRED BY LOCAL AUTHORITIES

13. THE CONTRACTOR SHALL PROVIDE CHASES TO CONCEAL MECHANICAL, PLUMBING, AND ELECTRICAL WORK. PIPING LOCATED INSIDE THE BUILDING SHALL BE CONCEALED IN FURRED SPACES WITH THE EXCEPTION OF PIPING IN STAIRWAYS, EQUIPMENT ROOMS, AND MECHANICAL ROOMS.

THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES TO PROVIDE FURRING FOR PIPING INSTALLED IN FINISHED AREAS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ARCHITECT PRIOR TO LOCATING AND/OR PROVIDING “FURRED SPACES” NOT INDICATED ON THE

DRAWINGS.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND RESTORING EXISTING BUILDING CONSTRUCTION TO ITS ORIGINAL CONDITIONS FROM ANY DAMAGES DURING CONSTRUCTION FROM WORK PERFORMED IN CONNECTION WITH THIS CONTRACT. WHERE DAMAGED OR WORN ITEMS CANNOT BE REPAIRED OR RESTORED, THE CONTRACTOR SHALL PROVIDE REPLACEMENTS OF A KIND. ANY REPAIR, RESTORATION AND REPLACEMENT SHALL BE BY METHODS AND WITH MATERIALS SO AS NOT TO VOID ANY EXISTING WARRANTIES IN PLACE.

15. THE CONTRACTOR SHALL COMPLETE FINAL CLEANING IN ACCORDANCE WITH THE PROJECT MANUAL PRIOR TO THE PUNCH LIST.

1. ALL WORK SHALL BE PERFORMED DURING NORMAL BUSINESS HOURS OF 8:00 AM - 4:30 PM, EXCEPT SATURDAY, SUNDAY AND HOLIDAYS. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE CONTRACTING OFFICER FOR WORK OUTSIDE OF NORMAL DAYTIME HOURS EITHER WITHIN OR

OUTSIDE THE LIMITS OF CONSTRUCTION.

2. THE CONTRACTOR MAY BE REQUIRED TO WORK OFF HOURS AND OVERTIME TO COMPLETE OR CONSTRUCT PORTIONS OF THIS WORK IN COMPLIANCE WITH THE CONTRACT STIPULATED TIME PERIOD OR AS DIRECTED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE

GOVERNMENT.

3. THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITIONS OF ALL OSHA REGULATIONS AND REQUIREMENTS AT THEIR OWN EXPENSE.

4. PRIOR TO ANY WELDING, CUTTING, BRAZING, SOLDERING, THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN A HOT WORK PERMIT FROM THE

DEPARTMENT OF VETERANS AFFAIRS FIRE DEPARTMENT.

5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE WORKSITE AND SHALL TAKE ALL ACTIONS TO ELIMINATE ANY SAFETY HAZARDS THAT MAY POSE A THREAT OF HARM TO PATIENTS, EMPLOYEES OF THE GOVERNMENT, AND EMPLOYEES OF THE CONTRACTOR OR OTHERS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO TAKE IMMEDIATE ACTION TO ALLEVIATE ANY SAFETY HAZARD THAT MAY EXIST WITHOUT DIRECTION FROM THE CONTRACTING OFFICER OR HIS DESIGNEE. THE CONTRACTOR SHALL ALSO TAKE IMMEDIATE CORRECTIVE ACTION TO ALLEVIATE ANY SAFETY

HAZARD, CONDITION, ETC., WHEN DIRECTED BY THE CONTRACTING OFFICER.

6. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ON SITE, THE LOCATIONS OF EXISTING UTILITIES, EXISTING CONDITIONS, FIELD

MEASUREMENTS AND DIMENSIONS, AND QUANTITIES.

7. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY THE LOCATION, (DEPTH, DIRECTION, SIZE) OF ALL EXISITNG UTILITIES IN THE VICINITY OF THE WORK AREA. THE CONTRACTOR SHALL REPAIR ANY UTILITY DISRUPTED, BROKEN, OR OTHERWISE RENDERED NON-FUNCTIONAL DUE TO THE WORK

PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT.

8. THE CONTRACTOR SHALL BE RESPONSIBLE TO REROUTE ANY EXISTING UTILITY AS REQUIRED TO COORDINATE THE INSTALLATION OF NEW WORK IN THE COURSE OF THIS PROJECT. THE CONTRACTOR IS ADVISED THAT THE VETERANS ADMINISTRATION HAS ATTEMPTED TO IDENTIFY MAJOR UTILITIES TO

BE REROUTED

9. THE CONTRACTOR SHALL IDENTIFY ANY NON-FUNCTIONING UTILITY/SYSTEM, PRIOR TO THE START OF WORK TO THE CONTRACTING OFFICER.

IDENTIFICATION OF SUCH AFTER THE START OF WORK SHALL BE DEEMED AS DISTURBED OR DAMAGED BY THE CONTRACTOR AND SHALL BE REPAIRED

BY AND AT THE EXPENSE OF THE CONTRACTOR.

10. THE CONTRACTOR SHALL PROVIDE PROPER SUPPORT OF ANY UTILITY ENCOUNTERED IN THE COURSE OF THIS WORK.

11. THERE SHALL BE NO CLAIMS AGAINST THE DEPARTMENT OF VETERANS AFFAIRS FOR WORK STOPPAGES DUE TO ACTS OF GOD, WEATHER CONDITIONS, STOP WORK ORDERS (VERBAL AND/OR WRITTEN), UNDERESTIMATION OF WORK, ESTIMATED QUANTITIES, MATERIALS, SUPPLIES, TOOLS, OR

CORRECTION OF SAFETY PROBLEMS.

12. THE CONTRACTOR SHALL SAW CUT WITH A PROPER BLADE ANY CONCRETE WORK REQUIRED TO BE REMOVED IN THE COURSE OF THIS WORK. ALL HOLES SHALL BE CORED DRILLED WITH DIAMOND CORE BITS. THE USE OF JACK HAMMERS IS PROHIBITED.

13. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL DEBRIS FROM THE MEDICAL CENTER DAILY AND DISPOSE OF THE PREMISES IN

ACCORDANCE WITH MEDICAL CENTER, LOCAL, STATE, FEDERAL REGULATIONS.

14. THE CONTRACTOR AND HIS SUB CONTRACTORS SHALL PROVIDE THEIR OWN STORAGE SPACES AND BE RESPONSIBLE FOR ITS SECURITY.

CONTRACTORS ARE PROHIBITED FROM USING VA SPACES FOR STORAGE.

15. CONTRACTOR SHALL INSTALL AND MAINTAIN DUST BARRIERS AS REQUIRED TO MAINTAIN INFECTION CONTROL AS INDICATED ON THE DRAWINGS AND

OR THE SPECIFICATIONS.

16. THE CONTRACTOR SHALL MAINTAIN SECURITY FOR THE WORK AREA AND PROVIDE DUPLICATE KEYS AND LOCK COMBINATIONS TO THE RE/COR FOR THE PURPOSE OF SECURITY INSPECTIONS OF EVERY AREA OF PROJECT INCLUDING TOOL BOXES AND PARKED MACHINES TO TAKE ANY EMERGENCY

ACTION(S) WHEN REQUIRED.

17. CONTRACTOR’S EMPLOYEES SHALL PARK IN APPROVED OR DESIGNATED PARKING SPACES ONLY.

18. ANY RIGGING REQUIRED SHALL BE PERFORMED BY PROFESSIONAL RIGGERS AT THE EXPENSE OF THE CONTRACTOR.

19. THE CONTRACTOR SHALL MAINTAIN THE WORK SITE IN A NEAT AND CLEAN CONDITION. THE WORK SITE SHALL BE BROOM CLEANED AT THE END OF

EACH WORKING DAY.

20. THE CONTRACTOR SHALL LEAVE THE WORK SITE CLEAN AND SECURED AT THE END OF EACH WORKING DAY. THE WORK SITE SHALL NOT BE LEFT

UNATTENDED AT ANY TIME, UNLESS THE WORK AREA IS PROPERLY SECURED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE STERILE PROCESSING

TO MEET TEMP & HUMIDITY

Dwight D. Eisenhower Medical Center

589-C92284

09/01/2020 AMG401 N. Front St., Suite 380 Columbus, OH 43215

C P ro je c t

P a th \R e v it -2

\6

C e n tr a l_ a g ra n t.

rv t

/2

/2

:5

:4

P

M

G002

CODE ANALYSIS & PROJECT

INFORMATION

Revisions: Date:

License # 115355License # 115355License # 115355License dheiserdheiserdheiser

George ShmidheiserGeorge ShmidheiserGeorge Shmidheiser Expiration Date 12/31/21Expiration Date 12/31/21Expiration Date 12/31/21chmidheiser

10/01/2020

GR101

PICTURES FOR REFERENCE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE STERILE PROCESSING

TO MEET TEMP & HUMIDITY

Dwight D. Eisenhower Medical Center

589-C92284

Project Director

10/01/2020 DEH/HK MVRevisions: Date:

www.daengineering.com www.daengineering.com voice (317) 464-9090 2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

UP

C127B

C127A

B127

B135

B139

B130

B128B

B128A

B128

B126

B126A

B124A

B124

B122

C125A

C125

B134A

B134

B134B

B1-C4B1-C5

B1-C6

B126B

C127C

B126C

B134F

B1-E2

CLEAN SPD ROOM

OFFICE

CLEAN ANTE ROOM

SOILED ANTE ROOM

MECHANICAL

ROOM

HAC

SOILED SPD ROOM

LOCKER ROOM

BREAK ROOM

CORRIDOR

B131

ELECTRICAL ROOM

TELECOM

STORAGE

B137A

STORAGE/EQUIPMENT

OFFICE BIOMED

DN

DN

UP

UP

UP

UP

DN

UP

DN

UP

UP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE STERILE PROCESSING

TO MEET TEMP & HUMIDITY

Dwight D. Eisenhower Medical Center

589-C92284

Project Director

10/01/2020 DEH/HK MVRevisions: Date:

www.daengineering.com www.daengineering.com voice (317) 464-9090 2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

401 N. FRONT ST., SUITE 380 COLUMBUS, OH 43215

IH101

ICRA PLAN

C127B

C127A

C127D

B127B135

B139

B130

B128B

B128A

B128

B126

B126A B124A

B124

B122

C125A

C125

B134A

B134

B134C

B134B

C127

B120

B1-C4

B1-C5

B1-C6

B126B

C127C

C1-C6

B126C

B134F

B1-E2

C127J

CLEAN SPD ROOM

OFFICE

CLEAN ANTE ROOM

SOILED ANTE ROOM

MECHANICAL ROOM

HAC

SOILED SPD ROOM

LOCKER ROOM

BREAK ROOM

CORRIDOR

B131

ELECTRICAL ROOM

STORAGE

DN

DN

UP

UP

UP

UP

DN

UP

DN

UP

UP

IH102

FIRST FLOOR ICRA

CONSTRUCTION ROUTE PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE STERILE PROCESSING

TO MEET TEMP & HUMIDITY

Dwight D. Eisenhower Medical Center

589-C92284

Project Director

10/01/2020 DEH/HK MVRevisions: Date:

www.daengineering.com www.daengineering.com voice (317) 464-9090 2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

IH201

ICRA CONSTRUCTION DETAILS

ANTE ROOM

ELEVATION

AREA UNDER

FRAMED

PICTURE

OF

C.O.R.

ICRA, ILSM

FIRE WATCH

MISC. FORMS

PAPER

CADDY

GENERAL NOTES:

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

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 RISK

NOTE:

C

LA

SS

V

1. 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. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.

5. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM

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

INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL.

8. ROOM AND/OR SHALL BE THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL

SERVICES DEPARTMENT.

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

ASSOCIATED WITH CONSTRUCTION.

5. VACUUM WORK AREA WITH HEPA FILTERED VACUUM.

6. WET MOP AREA WITH DISINFECTANT.

SO THEY CAN BE VACUUMED USING HEPA VACUUM CLEANER BEFORE LEAVING WORK

SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH

TIME THEY LEAVE THE WORK SITE.

6. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS.

SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS THE WORK AREA.

SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH

TIME THEY LEAVE THE WORK SITE.

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

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

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

CONSTRUCTION

RESTRICTED AREA

THIS IS A

CONST. SUPERVISOR

NAME AND

CELL PHONE

XXXXXX XXXX XXXX

CHILLER PLANT AFTER HOURS

CONTACT PHONE 82329

FIRE EMERGENCY DIAL 911

XXXXXX XXXX XXXX

XXXXXX XXXX XXXX

CLASS IV WORK ITEMS NOTES:

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

WITH CONTACT

INFORMATION

TYPICAL ALTERNATIVE

CONSTRUCTION LAYOUT

CLASS IV

CROSS-SECTION 'A-A' MOBILE CONTAINMENT CARTC

O

R R

ID

O

R

H A

LL

W

A Y

CLASS IV

(CONST. BARRIER TYPES)

PRIOR TO ANY CONSTRUCTION

POST CONSTRUCTION

1. OBTAIN APPROVAL BY MCOT TEAM TO REMOVE BARRIERS.

E1

F1

C4 C8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE STERILE PROCESSING

TO MEET TEMP & HUMIDITY

Dwight D. Eisenhower Medical Center

589-C92284

Project Director

10/01/2020 DEH/HK MVRevisions: Date:

www.daengineering.com www.daengineering.com voice (317) 464-9090 2707 Rand Road Indianapolis, Indiana 46241 fax (317) 464-9393

Mechanical, Electrical, and Energy Engineering

DESIGN-AIRE ENGINEERING, INC.

LIFE SAFETY PLAN GENERAL NOTES

LIFE SAFETY PLAN LEGEND

UP

UP

KEY PLAN

1. THE LIFE SAFETY PLANS ARE "DIAGRAMMATIC ONLY". THEIR PURPOSE IS

SOLELY TO REPRESENT THE LIFE SAFETY COMPONENTS FOR THE PROJECT (AS

INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT,

AND THE ENGINEERS. THE CONTRACTOR SHALL USE THE CONSTRUCTION

DOCUMENTS (NOT THE LIFE SAFETY PLANS) FOR THE IMPLEMENTATION OF THE

REQUIRED LIFE SAFETY COMPONENTS INTO THE PROJECT.

2. THE CONTRACTOR SHALL MAINTAIN ALL MEANS OF EGRESS FOR THE

DURATION OF DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL

PROVIDE FIRE RATED TEMPORARY PARTITIONS, AND COVERED WALKS TO

MAINTAIN EGRESS AND SAFE PASSAGE FROM THE BUILDING TO THE PUBLIC WAY

AND AS REQUIRED BY AUTHORITY HAVING JURISDICTION.

3. THE CONTRACTOR SHALL PROVIDE EXHAUST FANS WITH HEPA FILTERS TO

KEEP SPACE WITHIN DEMOLITION / CONSTRUCTION AREA UNDER NEGATIVE

PRESSURE AS LOCATIONS AND CONDITIONS DICTATE.

4. THE CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION WHILE WORKING

IN THE SPACES BELOW OR ABOVE THE AREA OF DEMOLITION OR CONSTRUCTION.

5. THE CONTRACTOR SHALL PROVIDE BARRIERS, TEMPORARY PARTITIONS TO

PROTECT OCCUPANTS FROM PHYSICAL HAZARD AND NOISE DURING DEMOLITION /

CONSTRUCTION.

6. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF CONSTRUCTION

DOORS IN CONSTRUCTION BARRIERS. DOORS AND FRAMES IN CONSTRUCTION

BARRIERS TO BE GASKET HOLLOW METAL. DOORS TO BE SELF CLOSING AND

LOCKABLE.

7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY UPON

DISCOVERY OF ANY LIFE SAFETY COMPONENT THAT IS SHOWN ON THE LIFE

SAFETY PLANS BUT HAS NOT BEEN INCLUDED IN THE CONSTRUCTION DOCUMENTS

PREPARED BY THE ARCHITECT, AND THE ENGINEERS.

8. THE EXISTING-TO-REMAIN PORTIONS OF THE BUILDING WERE PROVIDED TO

THE ARCHITECT BY THE OWNER. ARRAY ARCHITECTS TAKES NO RESPONSIBILITY

FOR THEIR ACCURACY BEYOND THE LIMITS OF THE DESIGNATED “SCOPE OF WORK”

AS DEFINED ON THE ARCHITECTURAL FLOOR PLANS.

EXIT ACCESS CORRIDORS

NOTE:

RATED PARTITIONS AND SMOKE BARRIERS SHOWN ON THE EGRESS PLAN ARE A

COMBINATION OF NEW AND EXISTING CONSTRUCTION.

EXIT DISCHARGE EXIT / HORIZONTAL EXIT

ETD

ETD - TRAVEL DISTANCE TO AN EXIT

CPT - COMMON PATH OF TRAVEL DISTANCE

DET - DEAD END TRAVEL DISTANCE

CPT/DET

NON-RATED SMOKE PARTITION

1 HOUR FIRE-RATED BARRIER / PARTITION

2 HOUR FIRE -BARRIER / PARTITION

FIRE EXTINGUISHER CABINET

MECH / STOR

LOCKER

ROOM

TOILET

BREAK ROOM

EVS

SOILED ANTE

ROOM

CLEAN ANTE

ROOM

CLEAN SPD

ROOM

HAC

CORRIDOR

OFFICE

MECH

BIOMED ENG

ELEC

STOR

CORRIDOR

CORRIDOR

VESTIBULE

ELEV

STAIR

STOR

VEG REFRIG

UNIV WASTE

MECHANICAL

ROOM

SOILED SPD

ROOM

ARCHITECTURAL SCOPE OF WORK

ARCHITECTURAL SCOPE OF WORK

LOADING

DOCK

ETD = 194' - 2"

C P

T

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE STERILE PROCESSING

TO MEET TEMP & HUMIDITY

Dwight D. Eisenhower Medical Center

589-C92284

09/01/2020 AMG401 N. Front St., Suite 380 Columbus, OH 43215

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ALS101

LIFE SAFETY PLAN - FIRST FLOOR

1/8" = 1'-0" F1

LIFE SAFETY PLAN - FIRST FLOOR

N

1/8" = 1'-0"

Revisions: Date:

License # 115355License # 115355License # 115355License dheiserdheiserdheiser

George ShmidheiserGeorge ShmidheiserGeorge Shmidheiser

DEMOLITION PLAN GENERAL NOTES CONTRACTOR RESPONSIBILITIES W ITH

REGARD TO EXISTING CONDITIONS NOTES

CUTTING AND PATCHING GENERAL NOTESDEMOLITION PLAN LEGEND

KEY PLAN

13.411.810.17.94.8

F.7

F.3

C.03

B.01

MECH / STOR

B134A

LOCKER

ROOM

B128A

TOILET

B128B

BREAK ROOM

B128

EVS

B130

SOILED ANTE

ROOM

B126A

CLEAN ANTE

ROOM

B124A

CLEAN SPD

ROOM

B124

HAC

B126B

CORRIDOR

B1-C5

OFFICE

B122

MECH

B127

BIOMED ENG

B129

ELEC

B131

STOR

B135

CORRIDOR

B1-C4

VESTIBULE

B134F

ELEV

B1-E2

STAIR

B1-S3

STOR

B137

VEG REFRIG

B137A

D3

D4

MECHANICAL

ROOM

B126C

SOILED SPD

ROOM

B126

ARCHITECTURAL SCOPE OF WORK

ARCHITECTURAL SCOPE OF WORK

D5 D5

D5

D5

D7D7

CORRIDOR

B1-C6

AD101E8

1. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES

AND ORDINANCES AS SET FORTH BY ALL AUTHORITIES HAVING JURISDICTION.

2. THE “ARCHITECTURAL SCOPE OF WORK” LINES SHOWN ON THE ARCHITECT’S

DEMOLITION PLAN APPLY ONLY TO THE LIMITS OF THE ARCHITECTURAL WORK.

SEE OTHER DISCIPLINES’ DRAWINGS FOR THE LIMIT OF THEIR DEMOLITION WORK.

3. THE SCOPE OF DEMOLITION WORK SHOWN IS INTENDED TO PREPARE THE

BUILDING TO RECEIVE THE NEW WORK. THE CONTRACTOR SHALL REMOVE ALL

EXISTING ITEMS OF CONSTRUCTION AND EQUIPMENT WITHIN THE PROJECT AREA

AS REQUIRED TO ALLOW FOR THE EXECUTION OF THE NEW WORK.

4. THE CONTRACTOR SHALL COORDINATE DEMOLITION WORK WITH PHASING

PLANS TO DETERMINE THE SCOPE OF WORK TO BE PERFORMED IN EACH PHASE.

5. THE CONTRACTOR SHALL BRACE ALL EXISTING STRUCTURES AND

STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. THE CONTRACTOR

SHALL ENGAGE A STRUCTURAL ENGINEER TO DETERMINE REQUIREMENTS.

6. NO FLOOR OR STRUCTURAL MEMBERS SHALL BE CUT WITHOUT PERMISSION

OF A REGISTERED STRUCTURAL ENGINEER.

7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF ANY

DEMOLITION OR NEW CONSTRUCTION WORK CANNOT BE PERFORMED DUE TO

EXISTING FIELD CONDITIONS.

8. WHERE NEW FLOORING IS INDICATED, THE CONTRACTOR SHALL REMOVE ALL

EXISTING FLOOR FINISHES AND ADHESIVE DOWN TO THE CONCRETE SLAB, AND

LEAVE FLOOR SMOOTH FOR NEW FINISH. THE CONTRACTOR SHALL FOLLOW

MANUFACTURER'S REQUIREMENTS FOR SUB-FLOOR PREPARATION.

9. WHERE NEW WALL FINISH MATERIALS ARE SCHEDULED FOR EXISTING WALLS

TO REMAIN, THE CONTRACTOR SHALL COORDINATE AND REMOVE THE EXISTING

FINISH MATERIALS ACCORDINGLY. UPON REMOVAL OF THE EXISTING FINISH

MATERIALS, THE CONTRACTOR SHALL REPAIR THE EXISTING WALL TO A LEVEL 4

WALL FINISH.

10. WHERE NEW CEILING ARE INDICATED, THE CONTRACTOR SHALL REMOVE ALL

EXISTING CEILING TO ALLOW FOR PROPER INSTALLATION OF NEW CEILINGS.

11. AFTER DEMOLITION WORK IS COMPLETE, THE CONTRACTOR SHALL REPAIR ALL

HOLES IN EXISTING-TO-REMAIN FLOORS, WALLS, FIRE BARRIERS, AND ROOFS TO

COMPLY WITH ORIGINAL FIRE/SMOKE/SOUND ASSEMBLIES, FIRE PROTECTION

REQUIREMENTS, AND STRUCTURAL INTEGRITY.

1. THE CONTRACTOR SHALL PERFORM A SITE VISIT. IN DOING SO THE

CONTRACTOR HAS AGREED THAT ONE HAS INVESTIGATED THE EXISTING

CONDITIONS TO BE RENOVATED AND COMPARE THEM TO THE WORK TO BE

PERFORMED ACCORDING TO THE CONTRACT DOCUMENTS.

2. THE EXISTING INFORMATION INCLUDED WITHIN THE CONTRACT DOCUMENTS

ARE BASED UPON INFORMATION PROVIDED BY THE OWNER AND FURTHER

SUPPLEMENTED BY LIMITED FIELD OBSERVATIONS AND MEASUREMENT AND

MAY NOT REFLECT ALL EXISTING CONDITIONS. THE CONTRACTOR IS

RESPONSIBLE FOR COMPLETE VERIFICATION OF ALL EXISTING FIELD

CONDITIONS.

3. THE CONTRACTOR SHALL FIELD-VERIFY THE EXISTING CONDITIONS AS THEY

RELATED TO SPECIFIC PORTIONS OF THE WORK. VERIFICATION SHALL BE

UNDERTAKEN IN ADVANCE TO ALLOW FOR TIMELY IDENTIFICATION OF EXISTING

CONDITIONS THAT MAY AFFECT THE SCHEDULED INSTALLATION OF NEW WORK

AS DOCUMENTED AND TO AVOID UNDUE AND UNREASONABLE DELAYS TO THE

PROJECT CONSTRUCTION SCHEDULE. SHOULD SUCH CONDITIONS BE

DISCOVERED, A MINIMUM PERIOD OF TEN (10) WORKING DAYS SHALL BE

ALLOWED FOR THE ARCHITECT TO EVALUATE THE CONDITIONS AND MAKE

RECOMMENDATIONS TO ACCOMMODATING NEW WORK BASED ON ACTUAL

CONDITION.

4. THE CONTRACTOR SHALL FIELD-VERIFY THE LOCATION AND EXTENT OF THE

LIFE SAFETY SYSTEM (INCLUDING BUT NOT LIMITED TO SPRINKLER SYSTEMS,

SMOKE DETECTION SYSTEMS, EMERGENCY LIGHTING SYSTEMS) AS THEY MAY

BE AFFECTED BY THE NEW WORK. THE CONTRACTOR IS RESPONSIBLE FOR

ACCOMMODATING THESE SYSTEMS WHEN AFFECTED BY NEW WORK SO THAT

ALL APPLICABLE CODES REQUIREMENTS ARE SATISFIED.

5. THE CONTRACTOR SHALL IDENTIFY EXISTING COMPONENTS AND

ASSEMBLIES WITHIN THE BUILDING THAT ARE CONSTRUCTED AS FIRE-RATED

ASSEMBLIES; SHALL NOTE ANY DISCREPANCIES AND/OR CONFLICTS INVOLVING

EXISTING CONDITIONS AND BRING THEM TO THE ARCHITECT'S ATTENTION

IMMEDIATELY.

6. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ANY

CONSTRUCTION ACTIVITIES WHICH MAY IMPEDE NORMAL OPERATION,

INCLUDING ANY ACTIVITY WHICH CREATES EXCESSIVE NOISE, AND NOTIFY ANY

OCCUPANTS OF THE BUILDING OF ANY CONSTRUCTION ACTIVITIES WHICH MAY

AFFECT THEIR ABILITY TO OPERATE NORMALLY.

7. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT

DAMAGE TO AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS

WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED AND

SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES.

8. THE CONTRACTOR SHALL AT ALL TIMES MAINTAIN THE BUILDING IN A

WEATHER TIGHT CONDITION.

1. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING-TO-REMAIN

MATERIALS AND FINISHES WHICH ARE DAMAGED DURING DEMOLITION OR

CONSTRUCTION OR ANY OTHER WORK PREFORMED UNDER THIS CONTRACT. THE

CONTRACTOR SHALL PATCH, REPAIRED AND ALIGN ALL EXISTING CONSTRUCTION

SO AS TO LEAVE NO EVIDENCE OF PATCHING OR REPAIR AND PREPARE EXISTING

SURFACE TO RECEIVE NEW SCHEDULED FINISHES.

2. THE CONTRACTOR SHALL REMOVE ALL EXISTING CEILINGS TO ALLOW FOR

PROPER INSTALLATION OF MECHANICAL, PLUMBING AND ELECTRICAL WORK, AND

PATCH AND REPAIR EXISTING CEILINGS TO MATCH EXISTING.

3. WHEN ACCESS IS REQUIRED FOR THE INSTALLATION OF NEW WORK ABOVE

EXISTING CEILING SYSTEMS TO REMAIN, THE CONTRACTOR IS RESPONSIBLE FOR

THE REMOVAL AND REINSTALLATION OF THE EXISTING SYSTEM IN ITS ENTIRETY.

4. WHERE EXISTING DUCTS, PIPES AND ELECTRICAL CONDUITS ARE LEFT

EXPOSED FROM DEMOLITION WORK IN FINISHED SPACES, THE CONTRACTOR

SHALL ENCLOSE THEM WITH A GYPSUM WALLBOARD PARTITION.

5. WHERE PIPES, CONDUITS, DUCTWORK, ETC. ARE TO BE REMOVED FROM ANY

FLOOR OR ROOF ASSEMBLY TO REMAIN, THE CONTRACTOR SHALL INFILL THE

OPENING WITH MATERIALS TO MAINTAIN DESIGNATED FIRE OR SMOKE RATING, AS

INDICATED BELOW:

A. WHERE OPENINGS ARE ACCESSIBLE TO FOOT TRAFFIC, EXPOSED TO

VIEW, OR ARE GREATER THAN 2", THE OPENING MUST BE FILLED WITH A

CONCRETE SYSTEM SIMILAR TO EXISTING.

B. AREAS NOT EXPOSED TO VIEW, OR GREATER THAN 6", THE OPENING MUST

BE FILLED WITH A CONCRETE SYSTEM SIMILAR TO EXISTING.

C. AREAS NOT EXPOSED TO VIEW, CONCEALED BY CONSTRUCTION OR

WHERE THE OPENING IS LESS THAN 6" THE OPENING MUST BE FILLED

WITH A UL DESIGN SYSTEM AS SPECIFIED IN DIVISION 7 "THROUGH

PENETRATION RESISTIVE MATERIAL".

6. WHERE LEVEL CHANGES, HOLES, DEPRESSIONS, OR FORMED TRENCHES ARE

UNCOVERED IN EXISTING CONCRETE SLAB BY THE REMOVAL OF EXISTING WALLS /

EXISTING FLOORING OR ANY OTHER DEMOLITION ACTION, THE CONTRACTOR

SHALL PATCH AND REPAIR EXISTING CONCRETE SURFACES WITH A LATEX OR

GYPCRETE LEVELING COMPOUND UNLESS SPECIFIED OTHERWISE TO PRODUCE A

SMOOTH LEVEL SURFACE TO RECEIVE NEW FINISHES.

7. IF ANY EXISTING FIREPROOFING AND/OR RATED ASSEMBLIES TO REMAIN ARE

DAMAGED DURING DEMOLITION, THEY SHALL BE REPLACED OR REPAIRED TO

CONFORM TO THE ORIGINAL FIRE PROTECTION REQUIREMENTS.

REMOVE EXISTING WALL CONSTRUCTION, SHOWN WITH DASHED LINES, IN ITS

ENTIRETY FROM FLOOR TO STRUCTURE ABOVE INCLUDING DOORS, DOOR FRAMES,

BORROWED LIGHTS, ASSOCIATED ELEC. / MECH. WORK, ETC. PREPARE AREA FOR

NEW CONSTRUCTION.

REMOVE EXISTING DOOR OR BORROWED LIGHT INCLUDING FRAME ASSEMBLY,

SHOWN WITH DASHED LINES. CLOSE EXISTING OPENING WITH METAL STUDS AT

16" O.C. AND GYPSUM BOARD ON EACH SIDE. ALIGN NEW WORK FLUSH WITH

EXISTING ADJACENT PARTITION. MATCH EXISTING WALL THICKNESS, UNLESS

NOTED OTHERWISE IN ARCHITECTURAL PLAN.

PROVIDE OPENING IN EXISTING PARTITION, SHOWN WITH DASHED LINES, AS

REQUIRED TO ACCOMMODATE NEW CONSTRUCTION.

LIMIT OF ARCHITECTURAL WORK

EXISTING WINDOWS

EXISTING WINDOW

REMOVE DOOR AND

FRAME

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE STERILE PROCESSING

TO MEET TEMP & HUMIDITY

Dwight D. Eisenhower Medical Center

589-C92284

09/01/2020 AMG401 N. Front St., Suite 380 Columbus, OH 43215

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AD101

DEMOLITION PLAN - FIRST FLOOR

1/4" = 1'-0" F1

DEMOLITION PLAN - FIRST FLOOR

DEMOLITION KEYNOTES

D1 REMOVE DOOR. SAVE FOR REINSTALLATION. SEE DOOR B134F.A ON FLOOR

PLAN FOR NEW LOCATION.

D2 REMOVE PARTITION TO EXTENTS SHOWN ON PLAN. PATCH & REPAIR WALLS AS

NEED - PAINT TO MATCH EXISTING. PATCH & REPAIR FLOORING TO MATCH

EXISTING.

D3 REMOVE CRASH RAIL. MODIFY TO ACCOMMODATE NEW PARTITION OR

REPLACE, MATCHING EXISTING. PATCH & REPAIR WALL AS NEEDED - PAINT TO

MATCH EXISTING. SEE FLOOR PLAN FOR NEW PARTITION LOCATION.

D4 REMOVE CRASH RAIL. PATCH & REPAIR WALL AS NEEDED - PAINT TO MATCH

EXISTING.

D5 REMOVE LAY-IN CEILING & ALL LIGHT FIXTURES, DIFFUSERS, & DEVICES. TURN

CEILING PANELS OVER TO OWNER. SEAL ALL EXISTING & NEW OPENINGS

THROUGH OR INTO WALLS & CEILING/STRUCTURE TO MAKE SPACE AIR TIGHT.

D7 REMOVE PORTION OF LAY-IN CEILING AS REQUIRED FOR HVAC WORK ABOVE.

REINSTALL LAY-IN CEILING WHEN WORK IS COMPLETE.

N

1/4" = 1'-0"

Revisions: Date:

1/4" = 1'-0" E8

CLEAN SPD ROOM B124 - EAST

License # 115355License # 115355License # 115355License dheiserdheiserdheiser

George ShmidheiserGeorge ShmidheiserGeorge Shmidheiser

FLOOR PLAN GENERAL NOTES

KEY PLAN

PARTITION TYPES GENERAL NOTES

PARTITION TYPES LEGEND

13.411.810.17.94.8

F.7

F.3

C.03

B.01

MECH / STOR

B134A

LOCKER

ROOM

B128A

TOILET

B128B

BREAK ROOM

B128

EVS

B130

SOILED ANTE

ROOM

B126A

CLEAN ANTE

ROOM

B124A

CLEAN SPD

ROOM

B124

HAC

B126B

CORRIDOR

B1-C5

OFFICE

B122

MECH

B127

BIOMED ENG

B129

ELEC

B131

STOR

B135

CORRIDOR

B1-C4

CORRIDOR

B1-C6

VESTIBULE

B134F

ELEV

B1-E2

STAIR

B1-S3

STOR

B137

VEG REFRIG

B137A

6"

MECHANICAL

ROOM

B126C

SOILED SPD

ROOM

B126

ARCHITECTURAL SCOPE OF WORK

ARCHITECTURAL SCOPE OF WORK

EXST'G

FEC

A1 A2

A2

E Q

E Q

B

-C

.B

B

F .B C6

AE700

AE700

C7

A4

A4

A5A6

A7

A8

A9

B134F.A

AE101 E9

2' - 0"

PUSH

PLATE3' - 0"

PUSH

PLATE

1. SEE SHEET AE700 FOR NON-STRUCTURAL METAL FRAMING DETAILS AND

PARTITION TYPES.

2. DOOR B134F.A: EXISTING DOOR, FRAME, & HARDWARE TO REMAIN.

DOOR B134F.B: EXISTING DOOR TO REMAIN. NEW INTERLOCK BETWEEN

DOORS B134F.B & B1-C5.B.

DOOR B1-C5.B: DURA-GLIDE 5300 SERIES BY STANLEY, 3-PANEL

TELESCOPIC LEFT HAND, 84" W x 92" H. NEW INTERLOCK

BETWEEN DOORS B134F.B & B1-C5.B.

3. ALL DIMENSIONS ARE FROM FINISHED FACE OF GYPSUM WALLBOARD TO

FINISHED FACE OF GYPSUM WALLBOARD UNLESS NOTED OTHERWISE.

4. THE “ARCHITECTURAL SCOPE OF WORK” LINES SHOWN ON THE

ARCHITECT'S FLOOR PLANS APPLY ONLY TO THE LIMITS OF

ARCHITECTURAL NEW CONSTRUCTION AND RENOVATION. SEE OTHER

DISCIPLINES’ DRAWINGS FOR THE LIMITS OF NEW CONSTRUCTION AND

RENOVATION FOR THEIR DISCIPLINE.

5. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. DIMENSIONS HAVE BEEN

PROVIDED THROUGHOUT THE CONTRACT DOCUMENTS FOR THE

CONTRACTOR'S USE IN COORDINATING THE WORK. IF ANY DIMENSIONS

ARE FOUND IN CONFLICT THE CONTRACTOR SHALL NOTIFY AND OBTAIN

CLARIFICATION FROM THE ARCHITECT.

6. WHERE NEW GYPSUM BOARD WALLS/PARTITIONS/BARRIERS ARE A

CONTINUATION OF AN EXISTING WALL OR COLUMN ENCASEMENT, THE

FACE OF NEW GYPSUM BOARD SHALL BE ALIGNED WITH THE FACE OF

EXISTING SURFACE UNLESS OTHERWISE INDICATED ON DRAWINGS. THE

CONTRACTOR SHALL ACCOUNT FOR ANY ADDITIONAL LAYERS OF DRYWALL

NECESSARY TO PROVIDE THE CONTINUATION, ALIGNMENT, OR

PRESERVATION OF THE FIRE RATING IDENTIFIED. .

7. THE CONTRACTOR SHALL PROVIDE LEVEL TRANSITION BETWEEN EXISTING

AND NEW CONCRETE SLABS AND BETWEEN NEW AND EXISTING FINISHES.

THE CONTRACTOR SHALL IDENTIFY WHERE THE FLOOR DIPS OR RISES,

CLEAN THE FLOOR AND APPLY SELF-LEVELING COMPOUND TO THE FLOOR

AS REQUIRED TO ACHIEVE AN EVEN SUBSTRATE AND AN EVEN TRANSITION

BETWEEN EXISTING AND NEW CONSTRUCTION.

8. THE CONTRACTOR SHALL BUILD OUT PARTITIONS TO ACCOMMODATE

DEPTH REQUIRED BY FIRE EXTINGUISHER CABINETS AND RECESSED

POWER PANELS LOCATED THROUGHOUT THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL OBTAIN THE ARCHITECT’S APPROVAL FOR THEIR

FINAL LOCATION.

9. THE CONTRACTOR SHALL TAKE INTO ACCOUNT THE THICKNESS OF THE

SCHEDULED FINISH MATERIALS SUCH AS CERAMIC TILE, SOLID SURFACE,

ETC. PRIOR TO LAYOUT OF METAL STUD PARTITIONS OR CMU WALLS, SINCE

THE TOTAL WALL THICKNESS MUST BE CONSIDERED SO THAT THE

REQUIRED "MINIMUM FACE TO FINISH" AND "MINIMUM CLEAR FACE OF

FINISH" DIMENSIONS CAN BE MAINTAINED AFTER THE INSTALLATION OF

FINISH MATERIALS.

1. INSTALLATION OF METAL STUD PARTITIONS SHALL COMPLY WITH ASTM C754.

2. FOR STUD GAUGE AND THICKNESS REFER TO NON-STRUCTURAL METAL

FRAMING DETAILS ON SHEET AE700.

3. WHERE STUDS EXTEND TO UNDERSIDE OF STRUCTURE ABOVE, PROVIDE

DEFLECTION TRACK AT TOP OR ANOTHER APPROVED METHOD TO ALLOW FOR

A 1" DEFLECTION OF THE STRUCTURE.

4. GYPSUM BOARD INSTALLATION SHALL COMPLY ASTM C840.

5. WHEN INFILLING OR ABUTTING EXISTING PARTITIONS CONTRACTOR TO ADD

AN ADDITIONAL LAYER OF GYPSUM WALLBOARD TO PARTITION TYPE AND/OR

SKIM COAT WALL AS REQUIRED TO PROVIDE A FLUSH SURFACE. THICKNESS

OF GYPSUM WALLBOARD AND/OR STUD SIZE TO BE DETERMINED IN FIELD TO

PROVIDE FLUSH SURFACE.

6. THE SOUND TRANSMISSION CLASS (STC) VALUE NOTED ON THE DRAWINGS IS

THE LABORATORY TESTED RESULT OF THE PUBLISHED TEST NUMBER

ACCOMPANYING THE STC VALUE. IF NO TEST NUMBER IS LISTED, THE STC

VALUE IS A CALCULATION OF SIMILAR ASSEMBLIES AND THEIR LABORATORY

MEDIAN STC RATINGS. ALL INSTALLATION DETAILS AND MATERIALS ARE TO

COMPLY WITH THE UNITED STATES GYPSUM (USG) APPLICATION

REQUIREMENTS TO MAXIMIZE INSTALLED ACOUSTICAL PERFORMANCE.

EXISTING PARTITION TO REMAIN

TYPICAL NON-RATED PARTITION

NEW WALL BASE TO MATCH EXISTING; BOTH SIDES OF PARTITION

EXISTING WINDOWS

EXISTING WINDOW

INFILL WITH PARTITION CONSTRUCTION

TO MATCH EXISTING; PAINT TO MATCH

EXISTING ON BOTH SIDES OF PARTITION

NEW WINDOW AND FRAME; PAINT TO

MATCH EXISTING

REPAINT EXISTING FRAMES, BOTH SIDES

OF PARTITION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE STERILE PROCESSING

TO MEET TEMP & HUMIDITY

Dwight D. Eisenhower Medical Center

589-C92284

09/01/2020 AMG401 N. Front St., Suite 380 Columbus, OH 43215

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A

M

AE101

FLOOR PLAN - FIRST FLOOR

1/4" = 1'-0" F1

FLOOR PLAN - FIRST FLOOR

FLOOR PLAN KEYNOTES

A1 MODIFIED OR NEW CRASH RAIL - MATCH EXISTING.

A2 PAINT & WALL BASE FOR NEW PARTITION TO MATCH EXISTING FINISHES IN

ROOM.

A3 (NOT USED.)

A4 PATCH & REPAIR OPENING IN WALL WITH 5/8" GYPSUM WALLBOARD - PAINT TO

MATCH EXISTING. SEAL ALL PIPE PENETRATIONS THROUGH WALL.

A5 PATCH, REPAIR, & SEAL FLOOR OPENING AROUND WASTE PIPE.

A6 PATCH, REPAIR, & SEAL WALL OPENING AROUND EXHAUST DUCT.

A7 PATCH, REPAIR, & SEAL WALL OPENING BEHIND PIPING.

A8 REMOVE 18" x 18" DOOR GRILLE. INFILL WITH STAINLESS STEEL BLANK-OFF

PLATES ON BOTH SIDES AND RIGID INSULATION BETWEEEN.

A9 RELOCATE ROOM SIGNAGE CLOSER TO DOOR TO AVOID NEW PARTITION.

N

1/4" = 1'-0"

1/4" = 1'-0" E9

CLEAN SPD ROOM B124 - EAST

Revisions: Date:

License # 115355License # 115355License # 115355License dheiserdheiserdheiser

George ShmidheiserGeorge ShmidheiserGeorge Shmidheiser

KEY PLAN

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN LEGEND

13.411.810.17.94.8

F.7

F.3

C.03

B.01

MECH / STOR

B134A

TOILET

B128B

HAC

B126B

LOCKER

ROOM

B128A

BREAK ROOM

B128

EVS

B130

MECHANICAL

ROOM

B126C

SOILED ANTE

ROOM

B126A

CLEAN ANTE

ROOM

B124A

SOILED SPD

ROOM

B126

CLEAN SPD

ROOM

B124

OFFICE

B122

CORRIDOR

B1-C4

MECH

B127

BIOMED ENG

B129

ELEC

B131

STOR

B135

VEG REFRIG

B137A

STOR

B137

CORRIDOR

B1-C6

CORRIDOR

B1-C5

ELEV

B1-E2

STAIR

B1-S3

LOADING

DOCK

B1-C7

VESTIBULE

B134F

ARCHITECTURAL SCOPE OF WORK

ARCHITECTURAL SCOPE OF WORK

8' - 0" C-1/P-1

8' - 0" C-1/P-1

8' - 0" C-1/P-1

8' - 0" C-1/P-1

2' - 8" 1' - 0"

5' - 6"

3'

5" 6'

0"

6'

0" 6'

0"

6'

0"

4' - 0" 3' - 7"

4'

5"

E Q

E Q

3' - 4"

8' - 0" 8' - 0" 8' - 0" 4' - 7"

3' - 0" 8' - 0" 8' - 0" 4' - 8"

2'

2" 5'

0"

5'

0"

2'

6" 4'

0"

6'

6"

C1 C2 C2

C3 C3C3

C3

C4

C4

B8

AE700

TYP

B8

AE700

TYP

C8

AE700

C5

4' - 0"

2'

0"

C6

C6

2'

0" 1' - 0" C7

C4

AE700

C8C9

C2

AE700

C3

C3

C3

C10

C10

C10

1. THE "ARCHITECTURAL SCOPE OF WORK" LINES SHOWN ON THE ARCHITECT'S

REFLECTED CEILING PLANS APPLY ONLY TO THE LIMITS OF THE

ARCHITECTURAL NEW CONSTRUCTION AND RENOVATION. SEE OTHER

DISCIPLINES' DRAWINGS FOR THE LIMITS OF RENOVATION PERTAINING TO EACH

DISCIPLINE.

2. CEILING C-1 TO BE SUSPENDED GYPSUM WALLBOARD CEILING, PAINTED P-1.

PAINT P-1 TO MATCH EXISTING PAINT USED FOR GYPSUM WALLBOARD

CEILINGS.

3. ACCESS PANEL BASIS OF DESIGN - ACUDOR ADWT-2424 W/ ALLEN HEAD SCREW

LOCKS, STAINLESS STEEL CONSTRUCTION, PIANO HINGE.

4. ALL CEILING HEIGHTS MUST MEET CODE MINIMUMS FOR VARYING SPACE

TYPES. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY

FIELD DISCREPANCY WHERE THE INDICATED CEILING HEIGHT CAN NOT BE

MAINTAINED.

5. SPRINKLER HEADS ARE NOT INDICATED ON THE REFLECTED CEILING PLANS.

SPRINKLER HEADS TO ALIGN WITH EACH OTHER IN BOTH NORTH/SOUTH AND

EAST/WEST DIRECTIONS WHERE THEY OCCUR IN A SINGLE SPACE. THE

CONTRACTOR SHALL INSTALL REQUIRED SPRINKLER HEADS IN ALL SPACES TO

PROVIDE (100%) COVERAGE AS DEFINED IN NFPA. REFER TO FIRE PROTECTION

DRAWINGS FOR LOCATIONS OF THE SPRINKLER HEADS.

6. THE CONTRACTOR SHALL INSTALL ALL CEILING DEVICES TO ALIGN WITH EACH

OTHER IN BOTH NORTH/SOUTH AND EAST/WEST DIRECTIONS AS PRACTICAL

WHERE THEY OCCUR IN A SINGLE SPACE.

7. NEITHER SPRINKLER HEADS NOR CONCEALED SPRINKLER HEAD COVERS

SHALL BE PAINTED. THE CONTRACTOR SHALL INSPECT ALL INSTALLED

SPRINKLER HEADS AND REMOVE ANY SPRINKLER HEADS ACCIDENTALLY

PAINTED DURING CONSTRUCTION AND REPLACED WITH NEW SPRINKLER

HEADS.

8. THE CONTRACTOR SHALL COORDINATE WITH ALL TRADES AND INCLUDE

ACCESS PANELS OF APPROPRIATE SIZE AND TYPE IN ALL NON-ACCESSIBLE

CEILINGS AND SOFFITS WHERE ACCESS FOR UTILITIES AND BUILDING SERVICES

ARE REQUIRED.

9. EXIT SIGN REQUIREMENTS:

a. EXITS SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF TRAVEL.

b. PROVIDE EXIT SIGNS TO CLEARLY INDICATE THE DIRECTION OF EGRESS

TRAVEL IN CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS

NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS.

c. INTERVENING MEANS OF EGRESS DOORS WITHIN EXITS SHALL BE MARKED

BY EXIT SIGNS.

d. EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT ACCESS

CORRIDOR OR EXIT PASSAGEWAY IS MORE THAN 100' OR THE "LISTED

VIEWING DISTANCE" FOR THE SIGN, WHICHEVER IS LESS, FROM THE

NEAREST VISIBLE EXIT SIGN.

e. EXIT SIGNS SHALL BE CENTERED OVER DOORS AND CORRIDORS.

10'-6" C-1 /P-12

GYPSUM WALLBOARD CEILING

24" x 24" LIGHT FIXTURE

24" x 48" LIGHT FIXTURE

24" x 24" RETURN GRILLE

24" x 24" SUPPLY DIFFUSER

CEILING TYPE & FINISH DESIGNATION -

SEE GENERAL NOTES FOR FINISHES

24" x 24" ACCESS PANEL -

SEE GENERAL NOTES FOR BASIS OF DESIGN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID SET

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

UPGRADE STERILE PROCESSING

TO MEET TEMP & HUMIDITY

Dwight D. Eisenhower Medical Center

589-C92284

09/01/2020 AMG401 N. Front St., Suite 380 Columbus, OH 43215

C P ro je c t

P a th \R e v it -2

\6

C e n tr a l_ a g ra n t.

rv t

/1

/2

:5

:4

A

M

AE102

REFLECTED CEILING PLAN - FIRST

FLOOR

1/4" = 1'-0" F1

REFLECTED CEILING PLAN - FIRST FLOOR

N

REFLECTED CEILING PLAN KEYNOTES

C1 NEW ADDITIONAL RETURN - LOCATE WITHIN EXISTING CEILING GRID.

C2 NEW ADDITIONAL SUPPLY - LOCATE WITHIN EXISTING CEILING GRID.

C3 EXISTING CEILING, LIGHT FIXTURES, DIFFUSERS, & DEVICES TO REMAIN.

C4 REWORK CEILING GRID AS NEEDED TO ACCOMMODATE NEW PARTITION.

RELOCATE ANY LIGHT FIXTURES, DIFFUSERS, OR DEVICES THAT CONFLICT WITH

NEW PARTITIONS.

C5 PATCH & SEAL ALL OPENINGS AROUND COLUMN ENCLOSURE ABOVE FINISHED

CEILING.

C6 "CLARITY" AUDIO SYSTEM - VERIFY EXACT LOCATION WITH OWNER.

C7 IN SHADED AREA, PATCH & REPAIR ALL OPENINGS IN DECK ABOVE WITH 5/8"

GYPSUM WALLBOARD. SEAL ALL PIPE PENETRATIONS THROUGH DECK ABOVE.

C8 INFILL OPENING IN EXTERIOR WALL WHERE FAN WAS REMOVED - SEE DETAIL.

C9 NEW OPENING IN EXTERIOR WALL FOR DUCT - SEE DETAIL & SEE MECHANICAL.

VERIFY LOCATION WITH HVAC CONTRACTOR.

C10 REMOVE CEILING TILES AS NEEDED TO PERFORM ABOVE CEILING WORK.

REPLACE TILES WHEN WORK IS COMPLETE.

1/4" = 1'-0"

Revisions: Date:

License # 115355License # 115355License # 115355License dheiserdheiserdheiser

George ShmidheiserGeorge ShmidheiserGeorge Shmidheiser

TYPICAL NON-STRUCTURAL METAL

FRAMING NOTES

5/8" TYPE X GYPSUM WALLBOARD

CARRY WALLBOARD TO

UNDERSIDE OF STRUCTURAL

SYSTEM ABOVE AND SEAL TIGHT

FASTEN DEFLECTION TRACK TO

FLOOR/ROOF DECK ABOVE AS REQUIRED BY

SPECIFICATIONS

FINISHED CEILING

SEALANT

UNFINISHED FLOOR SLAB

3 5/8" METAL STUDS @ 16" O.C. MAX.

3 5/8" METAL RUNNER

SEALANT

5/8" TYPE X GYPSUM WALLBOARD

DOUBLE

STUDS

ABOVE CEILING

OPENING

WALL MOUNTED EQUIPMENT.

SEE MOUNTING DETAIL TYPE B

LESS THAN 4'-0" 10'-0" MAX. LESS THAN 4'-0" 10'-0" MAX. 10'-0" MAX.

10'-0" MAX

20 GA BOTTOM

TRACK

20 GA MTL TOP

TRACK

UNDERSIDE OF

SLAB, FLOOR OR

ROOF DECK

2" WIDE 22 GA

METAL STRAP

1. NON-STRUCTURAL METAL FRAMING SHALL COMPLY WITH THE FOLLOWING:

1a. FOR HEIGHTS UP TO AND INCLUDING 14'-0" USE 20 GA (0.0296 INCH THICK)

AT 16" O.C.

1b. FOR HEIGHTS ABOVE 14'-0", USE 18 GA (0.0428 INCH THICK) AT 16" O.C.

2. ANY DEVIATION FROM THE DETAILS, GUAGE, AND STUD THICKNESS

INDICATED, THE CONTRACTOR SHALL SUBMIT PROJECT SPECIFIC

MANUFACTURER ENGINEERED SHOP DRAWINGS FOR THE ARCHITECT TO

REVIEW.

3. ALL DOUBLE STUDS AT SIDES OF OPENING SHALL EXTEND TO UNDERSIDE OF

SLAB OR ROOF DECK.

4. IN NO CASE SHALL DOUBLE STUDS AT SIDES OF OPENING BE CUT FOR

DUCTWORK OR OTHER MECHANICAL SYSTEMS.

BASE CABINETS

SEE MOUNTING DETAIL TYPE A

EQUIPMENT. SEE

MOUNTING DETAIL TYPE B

HAND RAIL SEE

MOUNTING DETAIL

TYPE B

CRASH RAIL SEE

MOUNTING DETAIL

TYPE A

WALL MOUNTED CABINETS.

SEE MOUNTING DETAIL TYPE A

WALL MOUNTED

ACCESSORIES

SEE MOUNTING

DETAIL TYPE B

01 03

01 03

03 0 6 0

6'-0" MAX.

VERTICAL BUMPER GUARD

SEE MOUNTING DETAIL

TYPE B

DOUBLE DOOR/CORRIDOR OPENING BELOW CEILING

OPENING

BELOW CEILING LARGE

OPENING

ABOVE CEILING

LARGE OPENING

ABOVE AND BELOW CEILING

COMBINATION OPENINIG

LESS THAN 4'-0"

C E

IL

IN

G

B E

LO

W

C E

IL

IN

G

A B

O V

E

THAN 2'-0"

LESS

ABOVE CEILING

OPENING

DOOR OPENING

DOUBLE

STUDS

DOUBLE

STUDS

DOUBLE

STUDS

DOUBLE

STUDS

DOUBLE

STUDS

DOUBLE 20 GA METAL STUDS

AT BOTH JAMBS

20 GA METAL

TRACK

20 GA METAL

TRACK

20 GA METAL TRACK

1"X 25 GA METAL STRAP

PLATES AT 3'-6" OC EA SIDE

DOUBLE 18 GA METAL STUDS

AT BOTH JAMBS

CLIP ANGLE 20 GA X 1

1/2" X 1 1/2" X 3" FOR 3

5/8" STUDS AND 5" FOR

6" STUDS

01 JAMB DETAIL 05 HEAD DETAIL FOR STACKED OPENINGS 06 HEAD DETAIL FOR OPENING EQUAL OR GREATER THAN 4'-0"03 JAMB DETAIL FOR OPENING EQUAL OR GREATER THAN 4'-0" 04 OPENING HEAD DETAIL

20 GA METAL STUD

CLIP ANGLE 20 GA X 1 1/2" X

1 1/2" X 3" FOR 3 5/8" STUDS

AND 5" FOR 6" STUDS, OR

FOLD WEB TO FORM

ATTACHMENT FLANGE

20 GA METAL TRACK

CLIP ANGLE 20 GA X 1 1/2" X

1 1/2" X 3" FOR 3 5/8" STUDS

AND 5" FOR 6" STUDS, OR

FOLD WEB TO FORM

ATTACHMENT FLANGE

CLIP ANGLE 20 GA X 1 1/2"

X 1 1/2" X 3" FOR 3 5/8"

STUDS AND 5" FOR 6"

STUDS

CLIP ANGLE 20 GA X 1 1/2"

X 1 1/2" X 3" FOR 3 5/8"

STUDS AND 5" FOR 6"

STUDS

20 GA 3 5/8"

SPOT WELDED

BOX BEAM

HEADER

20 GA METAL STUD

20 GA METAL STUDS AT BOTH

SIDES OF OPENING

20 GA METAL

TRACK

CLIP ANGLE 20 GA X 1 1/2" X 1 1/2" X

3" FOR 3 5/8" STUDS AND 5" FOR 6"

STUDS, OR FOLD WEB TO FORM

ATTACHMENT FLANGE

02 JAMB DETAIL FOR OPENING LESS THAN 2'0"

20 GA METAL TRACK

07 OPENING SILL DETAIL

20 GA METAL STUD

20 GA METAL TRACK

CLIP ANGLE 20 GA X 1 1/2" X

1 1/2" X 3" FOR 3 5/8" STUDS

AND 5" FOR 6" STUDS, OR

FOLD WEB TO FORM

ATTACHMENT FLANGE

20 GA METAL TRACK

BOX BEAM HEADER

2x FIRE RETARDANT TREATED

WOOD - VERIFY ROUGH OPENING

WITH DOOR MANUFACTURER

ALUMINUM DOOR TRACK & HOUSING

FINISHED FLOOR

"TRACKLESS" SILL

1/4" SHIM

ALUMINUM "Z" REVEAL MOULDING

5/8" GYPSUM WALLBOARD EACH SIDE

ON 3-5/8" METAL STUDS

TELESCOPING DOOR PANELS

LINE OF HEAD ASSEMBLY ABOVE

16 GA JAMB STUD FULL HEIGHT

2x FIRE RETARDANT TREATED

WOOD - VERIFY ROUGH OPENING

WITH DOOR MANUFACTURER

TELESCOPING DOOR PANELS

ALUMINUM JAMB ASSEMBLY

ALUMINUM "Z" REVEAL MOULDING

1/4" SHIM

5/8" GYPSUM WALLBOARD EACH

SIDE ON 3-5/8" METAL STUDS

RUNNER (8" MAX)

1/4 LENGTH OF

EXISTING PARTITION

CONTINUOUS WALL CHANNEL WITH #6 SCREW

SECURED TO EACH STUD

HEAVY-DUTY GWB MAIN RUNNER @ 4'-0" OC & HEAVY-

DUTY GWB CROSS 'T' @ 2'-0" OC - FASTEN TO WALL

CHANNEL WITH 1/8" POP RIVETS

DRYWALL ATTACHMENT CLIP PER MANUFACTURER

5/8" GYPSUM WALLBOARD

EXISTING PARTITION

CONTINUOUS WALL CHANNEL WITH #6

SCREW SECURED TO EACH STUD

HEAVY-DUTY GWB MAIN RUNNER @ 4'-0" OC &

HEAVY-DUTY GWB CROSS 'T' @ 2'-0" OC - FASTEN

TO WALL CHANNEL WITH 1/8" POP RIVETS

DRYWALL ATTACHMENT CLIP PER

MANUFACTURER

5/8" GYPSUM WALLBOARD - EXTEND PAST

EXISTING STAINLESS STEEL SHROUD

BRACE TO EXISTING PARTITION AS

NEEDED - AVOID EXISTING PIPES & DUCTS

3-5/8" METAL STUDS AT 16" OC

PIPING & DUCTS

TIGHT TO EXISTING

EXISTING EXTERIOR

WALL - VERIFY

COMPOSITION FOR INFILL

BRICK INFILL TO MATCH

EXISTING

8" x 8" x 16" CMU INFILL

BRICK TIES TO CMU AT

16" OC

EXISTING EXTERIOR

WALL - VERIFY

COMPOSITION FOR INFILL

5/8" GYPSUM WALLBOARD ON

METAL STUDS WITH BATT

INSULATION (IF FURRING

EXISTS)

EXISTING FURRING PARTITION -

VERIFY IN FIELD

EXISTING FURRING PARTITION -

VERIFY IN FIELD

EXISTING EXTERIOR

WALL

EXISTING BRICK TIES

TO CMU

EXISTING FURRING

PARTITION - VERIFY

IN FIELD

S E

E M

E C

H A

N

IC

A L

FO

R

O P

E N

IN

G

S

IZ

E

BOX BEAM HEADER

METAL STUD TRACK

NEW DUCT - SEE

MECHANICAL

STEEL ANGLE LINTEL -

SEE STRUCTURAL

SEALANT

SEALANT

SEALANT

SEALANT

WEEP HOLES

METAL FLASHING STEEL ANGLE LINTEL -

SEE STRUCTURAL

Projec…