Atch 4 - ARCH 2 of 4 - DRAWINGS.pdf

INFECTION CONTROL & CONSTRUCTION

BARRIER GENERAL NOTES

1. SEE SPEC SECTION 01 35 26 SAFETY REQUIREMENTS FOR ADDITIONAL INFORMATION

2. TTHE INTENT OF INFECTION CONTROL ISOLATION IS TO CONTAIN DUST AND PARTICULATE

MATTER TO THE CONSTRUCTION AREA. CONSTRUCTION AREA PERIMETER NEEDS TO BE

SEALED COMPLETELY WITH SHEET PLASTIC AS SPECIFIED AND DUCT TAPE DURING

OPERATIONS, WHERE PERMITTED BY CLASS AND THE VA INFECTION CONTROL

DEPARTMENT. ALL OTHER CONSTRUCTION AREAS TO BE SEALED VIA A HARD WALL ICRA -

CONSTRUCTION BARRIER (SEE TYPICAL DETAIL THIS SHEET) AS SPECIFIED AND LISTED IN

ICRA CLASS OR WHERE REQUIRED BY THE VA INFECTION CONTROL DEPARTMENT IN

PROJECT SCOPE AREAS, WHETHER OR NOT DELINEATED ON THE ARCHITECTURE

CONSTRUCTION BARRIER AND PHASING PLANS.

3. PROVIDE NEGATIVE PRESSURE MONITORS DURING CONSTRUCTION OPERATIONS AS

SPECIFIED. MONITOR TO MEASURE PRESSURE DIFFERENTIAL BETWEEN CONSTRUCTION

AREA AND ADJACENT CORRIDOR OR ROOM AS DIRECTED BY VA.

4. AS CONSTRUCTION PROGRESSES, FROM TYPE D TO TYPE C AND THEREON, PROVIDE A

REQUEST VIA "INFECTION CONTROL CONSTRUCTION PERMIT" TO THE VA INFECTION

CONTROL NURSE. UPON AUTHORIZATION, PROCEED TO NEXT TYPE OF CONSTRUCTION.

PROVIDE AT LEAST TEN (10) WORKING DAYS NOTICE FOR EACH PERMIT.

5. CONSTRUCT IC (INFECTION CONTROL) CONSTRUCTION BARRIER(S) FROM FLOOR TO

DECK/FLOOR ABOVE. TAPE, MUD, SAND JOINTS AND PAINT ON NON-CONSTRUCTION SIDE

OF BARRIER WHERE BARRIER IS OF STUD/GYPSUM BOARD CONSTRUCTION.

6. CONTROL BARRIERS ARE TO BE INSTALLED AND REMOVED ONLY BEFORE 7:00 AM AND

AFTER 8:00 PM OR DIRECTED BY COR

7. DURING CONSTRUCTION OPERATIONS IN EACH ENCLOSED AREA PROVIDE NEGATIVE

PRESSURE MONITORS, MINIMUM (1) ONE IN AREAS LESS THAN 1000 SF, (2) TWO MINIMUM IN

AREAS BETWEEN 1000 SF AND 5000 SF, AND (3) THREE FOR AREAS BETWEEN 5000 SF AND

10000 SF.

8. LIFE SAFETY EGRESS IS TO BE MAINTAINED AT ALL TIMES.

9. THE CONTRACTOR SHALL PROVIDE ENOUGH NEGATIVE AIR MACHINES TO COMPLETELY

EXCHANGE THE REGULATED AREA AIR VOLUME (4) FOUR ACTUAL TIMES PER HOUR. THE

COMPETENT PERSON SHALL DETERMINE THE NUMBER OF UNITS NEEDED FOR EACH

REGULATED AREA BY DIVIDING THE CUBIC FEET IN THE REGULATED AREA BY (15) FIFTEEN

AND THEN DIVIDING THAT RESULT BY THE ACTUAL CUBIC FEET PER MINUTE (CFM) FOR

EACH UNIT TO DETERMINE THE NUMBER OF UNITS NEEDED TO EFFECT (4) FOUR AIR

CHANGES PER HOUR. PROVIDE A STANDBY UNIT IN THE EVENT OF MACHINE FAILURE

AND/OR EMERGENCY IN AN ADJACENT AREA.

10. PRIOR TO ANY REMOVAL OF SMOKE BARRIER FIRE RATED PARTITIONS, CONSTRUCT NEW

SMOKE BARRIER/APPROPRIATE FIRE RATED PARTITIONS PER PLANS OR CONSTRUCT

INFECTION CONTROL BARRIER TO ACT AS SMOKE BARRIER.

11. ALL ICRA/CONSTRUCTION BARRIERS, PARTITION TYPE 'TB3b' (SEE 'TYPES - TEMPORARY

PARTITION - ICRA' DETAIL THIS SHEET) SHALL BE MINIMUM 1 HOUR FIRE RATED. HIGHER

FIRE RATINGS ARE REQUIRED WHERE SHOWN IN THE CONSTRUCTION BARRIER AND

PHASING PLANS. WHERE PERMITTED BY THE VA'S INFECTION CONTROL DEPARTMENT,

ICRA/CONSTRUCTION BARRIERS MAY BE CONSTRUCTED OF A STARC SYSTEMS FIREBLOCK

WALL PANELS OR APPROVED EQUAL. TYPE OF TEMPORARY PARTITION TO BE DETERMINED

BY THE VA'S INFECTION CONTROL DEPARTMENT ON A SPACE BY SPACE BASIS.

CONTRACTOR TO COORDINATE TYPE W/ VA.

12. WHEN BUILDING IS SPRINKLERED, MODIFY SPRINKLER HEADS TO BE UPTURNED AND

EXTENDED TO 18" OF STRUCTURE AS FINISHED CEILINGS ARE REMOVED OR MODIFIED.

13. WHERE THE VA APPROVES NON-RATED CONSTRUCTION BARRIERS (PLASTIC SHEETING)

FOR CONSTRUCTION SEPARATION AND THE CONTRACTOR IDENTIFIES UPCOMING WORK

THAT RESULTS IN LONG-TERM (OVERNIGHT) CEILING REMOVAL,THE CONTRACTOR WILL

DISCUSS WITH THE COR WHETHER A RATED ENCLOSURE MUST BE CONSTRUCTED OR

TEMPORARY UPRIGHT SPRINKLERS INSTALLED.

14. CONSTRUCTION BARRIERS SHALL BE CONSTRUCTED TO MINIMIZE OBSTRUCTIONS TO

CORRIDOR EGRESS CLEARANCE. AT NO TIME SHALL CORRIDORS BE REDUCED TO LESS

THAN 36" CLEAR.

15. AT THE DISCRETION OF THE VA INFECTION CONTROL AND COR, THE CONTRACTOR SHALL

BE REQUIRED TO USE PORTABLE CONTAINMENT CARTS FOR ABOVE CEILING ACCESS WORK

IN PATIENT CARE AREAS, OR OTHER AREAS DETERMINED BY THE VA, WHERE HARD BARRIERS

ARE OTHERWISE NOT USED.

16.INFECTION CONTROL MEASURES ARE REQUIRED FOR ALL BUILDINGS WITHIN THE SCOPE

OF WORK, SUBJECT TO INFECTION CONTROL REQUIREMENTS SPECIFIED IN SECTION '01 35 26

SAFETY REQUIREMENTS' AND MEETING THE INTENT OF THE INFECTION CONTROL AND

PHASING PLAN DRAWING SHEETS FOR EACH BUILDING, WHETHER OR NOT THE SCOPE IS

SHOWN IN THE ARCHITECTURAL DRAWINGS. SEE OTHER DISCIPLINE DRAWINGS FOR OTHER

PROJECT SCOPE OF WORK.

CONSTRUCION PHASING GENERAL NOTES

1. THE WORK UNDER THIS CONTRACT SHALL BE DIVIDED INTO PHASES. A PHASE

CAN INVOLVE MULTIPLE LOCATION AREAS. SEE SPECIFICATIONS SECTION 01 00 00

1.6.G PHASING.

2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL PHASING AND SEQUENCING

WITH ALL TRADES AND THE OWNER. THE GENERAL CONTRACTOR SHALL PROVIDE

A WRITTEN NARRATIVE TO OUTLINE CONSTRUCTION PHASING AND SEQUENCE

PLANS, VALIDATING AND ELABORATING ON THIS PHASING DESCRIPTION.

3. THE GENERAL CONTRACTOR SHALL COOPERATE FULLY WITH THE OWNER SO

WORK MAY BE CARRIED OUT SMOOTHLY, WITHOUT INTERFERING WITH OR

DELAYING WORK UNDER THIS CONTRACT, OR OTHER CONTRACTS ON THE

PROJECT SITE OR WORK BY OWNER.

4. THE GENERAL CONTRACTOR'S CONSTRUCTION SCHEDULE SHALL INDICATE THE

SEQUENCE, COMMENCEMENT AND COMPLETION DATES, OWNER INSPECTION AND

APPROVAL DATES AND MOVE-OUT AND MOVE-IN DATES OF OWNER'S PERSONNEL

FOR ALL PHASES OF THE WORK.

5. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK IN EACH PHASE IN THE

SEQUENCE SHOWN ON THE PHASING PLAN DRAWING(S) AND CONSTRUCTION

PHASING DESCRIPTION.

6. THE GENERAL CONTRACTOR MUST COMPLETE ALL WORK IN EACH PHASE WITH

THE VA INSPECTING AND ACCEPTING THE WORK PRIOR TO VA OCCUPANCY AND

THE CONTRACTOR PROCEEDING TO THE NEXT SCHEDULED PHASE. UPON

COMPLETION OF A PARTICULAR PHASE, THE ENTIRE AREA COVERED BY THAT

PHASE CAN BE OCCUPIED BY THE VA PERSONNEL WITH ALL SYSTEMS

FUNCTIONING PROPERLY.

7. BEFORE COMMENCING WORK ON EACH SUCCESSIVE PHASE, THE GENERAL

CONTRACTOR SHALL SUBMIT AN UPDATED COPY OF THE SCHEDULE.

8. ANY DUST PARTITIONS OR ICRA-CONSTRUCION BARRIERS CONSTRUCTED BY THE

CONTRACTOR PRIOR TO THE START OF DEMOLITION MUST REMAIN IN PLACE UNTIL

THE COMPLETION OF THAT PHASE OR SUBSEQUENT PHASE WHERE REQUIRED.

9. THE CONTRACTOR SHALL PERFORM ALL WORK ADJACENT TO VA OCCUPIED

AREAS IN SUCH A MANNER TO ENSURE THE CONTINUOUS AND UNINTERRUPTED

USE OF ALL OCCUPIED AREAS, INCLUDING THE APPLICABLE MECHANICAL AND

ELECTRICAL SYSTEMS SERVING THESE AREAS.

10. FOR ADDITIONAL NOTES AND INFORMATION REFER TO INFECTION CONTROL

DRAWING(S) AND DEMOLITION PLANS.

11. ANY INFORMATION REGARDING SEQUENCING PROVIDED IN THE DOCUMENTS IS

FOR ARCHITECT-OWNER PLANNING PURPOSES ONLY.

12. THE CONTRACTOR DURING CONSTRUCTION SHALL MAINTAIN REQUIRED MEANS

OF EGRESS THROUGHOUT ALL PHASING.

13. THE CONTRACTOR SHALL PLAN FOR A MINIMUM OF 4 WEEKS' TIME BETWEEN

PHASES TO ALLOW THE VA TO OCCUPY THE NEWLY ACCEPTED SPACE AND

VACATE THE FOLLOW-ON PHASES. THE VA WILL ACCELERATE THIS TIME WHEN

POSSIBLE AND WILL NOTIFY THE CONTRACTOR IF THIS OCCURS.

CONSTRUCTION INFECTION CONTROL RISK ASSESSMENT (ICRA)

TYPE A

TYPE B

TYPE C

TYPE D

INSPECTIONS AND NON-INVASIVE ACTIVITIES. INCLUDES, BUT NOT

LIMITED TO, REMOVAL OF CEILING TILES FOR VISUAL INSPECTION

LIMITED TO 1 TILE PER 50 SQUARE FEET, PAINTING BUT NOT SANDING

WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND

ACTIVITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING OF

WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION.

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL

DUST. INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF TELEPHONE

AND COMPUTER CABLING, ACCESS TO CHASE SPACES, CUTTING OF

WALLS OR CEILING WHERE DUST MIGRATION CAN BE CONTROLLED.

FLOOR COVERING REMOVAL (WITHOUT SANDING OR GRINDING).

ANY WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR

REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING

COMPONENTS OR ASSEMBLIES. INCLUDES, BUT IS NOT LIMITED TO,

SANDING OF WALL FOR PAINTING OR WALLCOVERING, REMOVAL OF

FLOOR COVERINGS, CEILING TILES AND CASEWORK, NEW WALL

CONSTRUCTION, MINOR DUCTWORK OR ELECTRICAL WORK ABOVE

CEILINGS, MAJOR CABLING ACTIVITIES, AND ANY ACTIVITY WHICH

CANNOT BE COMPLETED WITHIN A SINGLE WORK SHIFT. FLOOR

COVERING REMOVAL (WITH SANDING OR GRINDING).

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS. INCLUDES, BUT IS

NOT LIMITED TO, ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK

SHIFTS, REQUIRE HEAVY DEMOLITION OR REMOVAL OF A COMPLETE

CEILING SYSTEM, FLOORING AND NEW CONSTRUCTION.

GROUP 1

LOW RISK

• MECHANICAL SPACES: AREAS NOT DIRECTLY ADJACENT TO PATIENT

CARE, INCLUDING INTERSTITIAL SPACES.

• ENGINEERING OR EMS OFFICE/WORK AREAS

• OFFICE AREAS: AREAS NOT ATTACHED TO/ADJOINING PATIENT CARE

AREAS, NOT USED FOR PATIENT INTERVIEWS, EVALUATIONS OR

EXAMINATIONS.

• PUBLIC CORRIDORS: SPACES NOT ON OR DIRECTLY ATTACHED TO

PATIENT UNITS OR TREATMENT LOCATIONS.

GROUP 2

MEDIUM

RISK

• OUTPATIENT AREAS:

1. PRIMARY CARE OR SPECIALTY CARE CLINIC AREAS

2. BEHAVIORAL/MENTAL HEALTH AREAS

3. EXTENDED CARE / REHAB CLINIC AREAS

4. COMMUNITY BASED OUT PATIENT CLINICS (CBOC’S)

GROUP 3

HIGH RISK

• IN-PATIENT UNITS:

1. INCLUDING, BUT NOT LIMITED TO: EMERGENCY DEPT.; NURSING

UNITS; RADIOLOGY/MRI/CT/ULTRASOUND; NUCLEAR MEDICINE;

CAFETERIA/KITCHEN/CANTEEN; LABORATORIES; RADIATION /

ONCOLOGY; DIALYSIS

GROUP 4

HIGHEST

RISK

• ICU/SICU

• OR/PACU/ENDOSCOPY

• GI

• STERILE PROCESSING SERVICES (SPS)

• PHARMACY

• CATH LAB

CLASS

I

KEEP AREAS FREE OF DEBRIS, TRASH

EXECUTE WORK TO MINIMIZE OF DUST MIGRATION (E.G. WET MOPPING, HEPA VACUUM)

IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR VISUAL INSPECTION

(INVOLVING MINOR DEMOLITION IN MAINTENANCE OR REMODELING.)

CLASS

II

SAME AS CLASS I PLUS:

1. ESTABLISH MATERIAL AND DEBRIS ROUTE USING NON-PATIENT/VISITOR PATHWAY

2. WATER MIST WORK SURFACE TO CONTROL DUST WHILE CUTTING OR DRILLING.

3. BLOCK OFF AND SEAL AIR VENTS

4. SEAL UNUSED DOORS WITH PLASTIC SHEATHING AND DUCT TAPE.

5. CREATE BARRIERS AS DEFINED BY INFECTION PREVENTION

6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINER; TAPE COVERING UNLESS SOLID LID.

7. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA.

8. PLACE STICKY MAT AT ALL WORK AREA ENTRANCES AND EXITS.

9. REMOVE OR ISOLATE HVAC SYSTEM IN CONSTRUCTION AREA

CLASS

III

SAME AS CLASS I AND II PLUS:

1. ISOLATE HVAC SYSTEM IN CONSTRUCTION AREA TO PREVENT DUCT SYSTEM CONTAMINATION

2. COMPLETE CRITICAL BARRIERS (I.E. SHEETROCK, PLYWOOD, PLASTIC) AT ALL CONSTRUCTION ENTRIES AND EXITS; MONITOR FOR SEAL AND TAKE IMMEDIATE

CORRECTIVE ACTION AS NEEDED

3. MAINTAIN AND MONITOR NEGATIVE AIR PRESSURE WITHIN CONSTRUCTION SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS.

4. REMOVE OR ISOLATE HVAC SYSTEMS IN AREA WHERE WORK IS BEING PERFORMED.

5. CHECK AND REPLACE AIR FILTERS AS NEEDED REGULARLY

6. DO NOT REMOVE BARRIERS FROM WORK SITE UNTIL PROJECT IS COMPLETE & HAS BEEN THOROUGHLY CLEANED; REMOVE BARRIERS CAREFULLY TO MINIMIZE

SPREADING DUST. DEBRIS.

7. VACUUM WORK WITH HEPA FILTERED VACUUM.

8. WET MOP AREA WITH CLEANER/DISINFECTANT.

9. MITIGATE VIBRATION AND NOISE TO LOWEST IMPACT WHERE POSSIBLE.

10. DISPLAY ICRA AT SITE

11. SEAL HOLES, PIPES, CONDUITS AND PUNCTURES.

CLASS

IV

SAME AS CLASS I, II AND III PLUS:

1. INSPECT ADJACENT AREAS FOR DUST MIGRATION; TAKE IMMEDIATE CORRECTIVE AS NEEDED

2. USE HEPA VACUUM IN AREA PRIOR TO START OF CONSTRUCTION

3. CONSTRUCT ANTE ROOM; ALL PERSONNEL MUST ENTER THROUGH IT TO BE VACUUMED USING HEPA VACUUM BEFORE LEAVING OR TO DON/DOFF PPE

PHASE 1:

CONSTRUCTION PROJECT ACTIVITY TYPE - A & C

INFECTION CONTROL RISK GROUP - GROUP 1: LOW RISK

CONTROL PROCEDURE CLASS - III

NOTE: TYPE, GROUP AND CLASS SELECTED TO BEST OF DESIGN TEAM'S KNOWLEDGE. FINAL DETERMINATION BY THE VA

WILL BE MADE AT A LATER DATE.

INFECTION CONTROL RISK ASSESSMENT

(ICRA) BY PROJECT AREA USE AND PHASE

1 HOUR FIRE RATED ICRA / CONSTRUCTION BARRIER LOCATION, AND

DOOR, WHERE SHOWN

INFECTION CONTROL RISK ASSESSMENT (ICRA) LEGEND

LIMITS OF CONSTRUCTION

TEMPORARY NON-RATED (PLASTIC SHEETING) CONSTRUCTION BARRIER

LOCATION, WHERE APPROVED BY THE VA FOR USE IN RISK TYPE B.

UPGRADE TO 1 HOUR RATED PARTITION AND DOOR WHEN DIRECTED BY

THE VA

DOOR

B U

IL

D

IN

G

B U

IL

D

IN

G

BUILDING 52BUILDING 51

001J

TR

STORAGE

001A

STORAGE

001B

STORAGE

001H

ELEVATOR

MACHINERY

ELEVATOR

001G1

STORAGE

STORAGE

001G

STORAGE

001E

STORAGE

001D

STORAGE

001F

STORAGE

002A

STORAGE

STORAGE

STORAGE

001C

STORAGE

001L

STORAGE

STAIR

LIMITS OF CONSTRUCTION

TB3b

CONSTRUCTION BARRIER

LOCATION IS

APPROXIMATE. ADJUST AS

NECESSARY TO MINIMIZE

CONFLICTS WITH EXISTING

BUILDING SYSTEMS

TB3b

TYPE A CONSTRUCTION ACTIVITY

IN THIS AREA INCLUDES: NEW

EMERGENCY LIGHTING, LIGHTED

EXIT SIGNS, AND FIRE ALARM

WORK IN EXISTING CEILING AREA

OPEN TO STRUCTURE ABOVE

TB3b

(1 ) LAYER 5/8" TYPE "X"

GYPSUM BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

UP TO 1 HR FIRE RATING

UL DESIGN U419

STC 49

4 7/8"

NOTE: AT THE VA'S DISCRETION, PREFABRICATED ONE-HOUR FIRE

RATED NEGATIVE AIR MONITORING PANELS MAY BE PERMITTED IN

LIEU OF PARTITION TYPE 'TB3b'. REFER TO SPECIFICATION 01 35 26

SAFETY REQUIREMENTS FOR MORE INFORMATION.

6 MIL POLY OVER

CEILING PENETRATION

NOTES:

1. ALL CORNERS TO FORM 90 ANGLE WITH NO RADIUS

2. SEAL ALL SIDES OF POLY WITH DUCT TAPE

3. SEAL ALL CRACKS WITH DUCT TAPE.

6 MIL POLY OVER

EQUIPMENT OR

FURNISHING

6 MIL POLY OVER

WALL PROTRUSION

FLOOR

DOOR

BEYOND

WINDOW

BEYOND

CEILING

6 MIL POLY OVER

WALL OPENINGS

6 MIL POLY OVER

DOORS & WINDOWS

CEILING

CONTINUOUS DUCT

TAPE SEAL EACH SIDE

AT CEILING

COMPRESSIBLE

INSULATION

CONTINUOUS DUCT

TAPE SEAL EACH

SIDE

EXISTING FINISHED

FLOOR

(1) LAYER 5/8" GYP BD EACH

SIDE. FINISH OCCUPIED SIDE

WITH GLOSS PAINT

CLOSE OPEN DUCTS WITH

6 MIL POLYETHYLENE

BARRIER. SEAL EDGES

WITH CONTINUOUS DUCT

TAPE

"WORK" SIDE OF BARRIER OCCUPIED SIDE OF BARRIER

BOTTOM OF EXISTING FLOOR SLAB

3 5/8" STEEL STUDS @ 16"

OC WITH FULL BATT SOUND

ATTENUATING INSULATION

3 5/8" STEEL STUDS @ 16"

OC WITH FULL BATT SOUND

ATTENUATING INSULATION

REMOVE PORTION OF EXISTING CEILING AS REQUIRED FOR

INSTALLATION OF BARRIER

FRAME AND SEAL BARRIER

AROUND ANY EXISTING

MECHANICAL, ELECTRICAL,

PLUMBING, TECHNOLOGY, MED

GAS, ETC. SYSTEMS AS

REQUIRED.

TB3b

SEE CRITICAL BARRIER PREP

DETAIL THIS SHEET FOR SEALING

REQUIREMENTS OF EXISTING

SPACES ON THE "WORK" SIDE

KEY PLAN

MAIN

ENTRY

BUILDING 51-52

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT #

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FINAL STAMPED

BID DOCUMENTS

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

20459 04/15/2022

Sheet of 156

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 04-15-2022

License Number: MN# 18157

B

IM

/2

V

A M a ri o n E

H R

M I n fr a s tr u c tu re U p g ra d e s D e s ig n /6

-7

.B

-B

.A

R

.r v t

/1

/2

:3

:3

P

M

B51-52-GC101

BASEMENT LEVEL INFECTION

CONTROL & PHASING PLAN

EHRM INFRASTRUCTURE

UPGRADES, MARION, IN

MARION, IN

610-21-701

B51-B52

LA CM

16181

1/8" = 1'-0"

BASEMENT LEVEL ICRA, CONSTRUCTION BARRIER & PHASING PLAN

1 1/2" = 1'-0"

TYPES - TEMPORARY PARTITION - ICRA

0 8' 16'4'

12" = 1'-0"

CRITICAL BARRIER PREP DETAIL

1/2" = 1'-0"

FIRE RATED ICRA / CONSTRUCTION BARRIER (TYP)

Revisions: Date:

001J

TR

STORAGE

001A

STORAGE

001B

STORAGE

001H

ELEVATOR

MACHINERY ELEVATOR

001G1

STORAGE

STORAGE

001G

STORAGE

001E

STORAGE

001D

STORAGE

001F

STORAGE

002A

STORAGE

STORAGE

STORAGE

001C

STORAGE

001L

STORAGE

B51-52-

AE102

B

C

A

D

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 BUILDING 52BUILDING 51

LIMITS OF CONSTRUCTION

B U

IL

D

IN

G

B U

IL

D

IN

G

N O

T A

N E

X

IT

E X

IT

EXIT

BUILDING 51/52 SCOPE OF WORK DESCRIPTION

PARTIAL REMODEL OF THE BASEMENT LEVEL OF BUILDING 52 TO

ACCOMODATE A NEW TELECOMMUNICATIONS ROOM (TR) AND

ASSOCIATED INFRASTRUCTURE, INCLUDING EXITING SIGNAGE

UPDATES FROM SAID AREA WITHIN BUILDING 51 AND BUILDING 52.

TESTRATING (HRS)

TOTAL B51

(EXCLUDING BASEMENT)

EXTERIOR DOORS AND WINDOWS

SHAFTS AND EXIT PASSAGEWAYS

OTHER

ROOF CONSTRUCTION

FLOOR/CEILING ASSEMBLY

FLOOR CONSTRUCTION

INTERIOR

NON-BEARING WALLS AND PARTITIONS

BEARING WALLS

COLUMNS

GIRDERS

TRUSSES

ROOF/CEILING ASSEMBLY

EXTERIOR

INTERIOR BEARING WALLS

EXTERIOR BEARING WALLS

STRUCTURAL FRAME

FIRE-RESISTIVE REQUIREMENTS

TYPE(S) OF CONSTRUCTION

BUILDING AREA LIMITATIONS (SF)

SECOND FLOOR

FIRST FLOOR

ADDITIONAL NOTES

SEE PLANS

PLUMBING FIXTURES

(NFPA 220 TABLE 4.1.1)

OCCUPANT LOAD AND THUS MEANS OF EGRESS CAPACITY

REMAIN UNCHANGED BY SCOPE OF WORK.

EGRESS

SEPARATED OCCUPANCIES?

OCCUPANCY CLASSIFICATION(S)

2018 NFPA LSC (TABLE 6.1.14.1)

(NFPA 101 LSC, CH 12-42)

NOYES

FIRE RESISTIVE CORRIDORS?

SMOKE TIGHT CORRIDORS (SMOKE PARTITIONS)

INCIDENTAL USE AREA RATING(S) SEE

PLANS

MISCELLANEOUS

INTERIOR FINISHES CLASSIFICATION (NFPA 101 39.3.3)

WALL AND CEILING IN EXITS/EXIT ACCESS CORRIDORS A OR B

WALL AND CEILING IN ALL OTHER AREAS A, B OR C

FLOOR FINISH IN EXIT ENCLOSURES

CODE SUMMARY - BUILDING 51/52

THE FOLLOWING CODE SUMMARY IS BASED IN PART BY ASBUILT

DRAWINGS PROVIDED BY THE MARION VA MEDICAL CENTER AND

FIELD OBSERVATIONS.

IF THE CONTRACTOR IDENTIFIES EXISTING LIFE SAFETY CONDITIONS

THAT DIFFER FROM WHAT IS REPRESENTED IN THESE DRAWINGS,

THEY SHOULD NOTIFY THE VA COR AND ARCHITECT OF RECORD.

CH. 39 EXISTING BUSINESS (UNCHANGED)

NO

TYPE V (000) CONSTRUCTION - FULLY-SPRINKLERED

PATIENT BUILDING? NO

BASEMENT

BUILDING HEIGHT AND NUMBER OF STORIES LIMITATIONS

BUILDING HEIGHT (FT)

NUMBER OF STORIES

ALLOWED ACTUAL (UNCHANGED)

60'-0" 40'-5 1/2" (B52)

3 BASEMENT + 2

(IBC 2018 TABLE 504.3 AND 504.4)

USE ENGINEERING OFFICE

(IBC 2018 TABLE 506.2)

ALLOWED ACTUAL (UNCHANGED)

11,243

11,538

5,477

17,017

EXISTING MEANS OF EGRESS TO REMAIN UNCHANGED.

PLUMBING FIXTURE COUNTS AND OCCUPANT LOADS REMAIN

UNCHANGED BY SCOPE OF WORK.

(NFPA 101 39.3.2)

(NFPA 101 39.3.6)

(NFPA 101 39.3.6)

(NFPA 220 TABLE 4.1.1)

N/A

EXIST

BUILDING 51

TOTAL B52

(EXCLUDING BASEMENT)

SECOND FLOOR

FIRST FLOOR

BASEMENT

BUILDING 52

TOTAL B53

(EXCLUDING BASEMENT)

FIRST FLOOR

BASEMENT

BUILDING 53

TOTAL B51, B52 + B53

(EXCLUDING BASEMENTS)

*AREA CALCULATED AS ONE BUILDING AS BUILDINGS HAVE NO

SEPARATIONS

1,324

1,388

1,374

2,927

BUILDING 51, 52, & 53

(NON-SEPARATED)

4,807

4,807

4,807

24,58627,000

EXIST

EXIST

EXIST

EXIST

EXIST

EXIST

EXIST

EXIST

EXIST

LIFE SAFETY SYMBOLS

0 HR RATED

SMOKE PARTITION

1 HOUR FIRE

BARRIER

TRAVEL DISTANCE

100'-10"

TRAVEL DISTANCE

EXIT EXIT

FIRE EXTINGUISHERFE

FIRE EXTINGUISHER

CABINET

FEC LIMITS OF

CONSTRUCTION

NOTE: NOT ALL SYMBOLS MY BE USED ON EACH PLAN

SHAFT

ADJACENT SYMBOLS SHOW PARTITION RATING AND

DAMPER REQUIREMENTS

HAZARDOUS USE

ADJACENT SYMBOLS SHOW PARTITION RATING.

OPENINGS REQUIRE CLOSER & LATCH

(E) EXISTING

KEY PLAN

MAIN

ENTRY

BUILDING 51-52

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT #

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FINAL STAMPED

BID DOCUMENTS

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

20459 04/15/2022

Sheet of 156

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 04-15-2022

License Number: MN# 18157

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B51-52- AE101

BASEMENT LEVEL FLOOR PLAN -

OVERALL

EHRM INFRASTRUCTURE

UPGRADES, MARION, IN

MARION, IN

610-21-701

B51-B52

LA CM

16181

1/8" = 1'-0"

BASEMENT LEVEL FLOOR PLAN - OVERALL

0 8' 16'4'

E

TR

B

C

A

1J

B51-52-

AE540

'-9

11'-0"

STORAGE

FL1

FL2

XN3

XN3

FL3

FL4

EXISTING RAMP

UP

N O

T A

N E

X

IT

FL6

FL7

FL8

FEC

FL9

B3b

B3b

TYPICAL: FL10 FL11

FL12

FL12

FL5

1'-6"

J3b

LIMITS OF CONSTRUCTION

SB1

EDGE OF EXISTING CONC WALL

STORAGE

B

C

A

D

E X

IS

T

V

IF

6' -5

E X

IS

T

V

IF

6' -4

DE1

DE2

DE3

DE4

LIMITS OF CONSTRUCTION

STORAGE

STORAGE

001J

TR

RC3

BUILDING 52BUILDING 51

B U

IL

D

IN

G

B U

IL

D

IN

G

RCX

001A

STORAGE

001B

STORAGE

ELEVATOR

001H

ELEVATOR

MACHINERY

STAIR

N O

T A

N E

X

IT

RC2 TYP, WHERE SHOWN

LIMITS OF CONSTRUCTION

RC1

LI

M

IT

S

O F

C O

N S

T R

U C

T

IO

N

FLOOR PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FL1 REFER TO DETAILS 2 AND 3/AE211 FOR TYPICAL TR INTERIOR ELEVATIONS

FL2 ELECTRICAL PANEL - SEE ELECTRICAL

FL3 EXISTING COLUMN TO REMAIN

FL4

PREP FLOOR FOR SCHEDULED FINISH. SEE SPECIFICATION SECTION 09 05

16 SUBSURFACE PREPARATION FOR FLOOR FINISHES

FL6

EXISTING CONCRETE FLOOR SLOPES DOWN TOWARD EXTERIOR WALL IN

THIS AREA, SHOWN WITH A CROSSHATCH. PROVIDE SELF-LEVELING

UNDERLAYMENT AS INDICATED IN SPECIFICATION SECTION 09 05 16

FL7

4" HIGH CONCRETE PAD, SEE DETAIL 4/AE211. COORDINATE SIZE AND

LOCATION W/ TELECOMMUNICATIONS DRAWINGS, ACTUAL EQUIPMENT

AND EQUIPMENT INSTALLER

FL8

FULLY RECESSED 1-HR FIRE RATED FIRE EXTINGUISHER CABINET FOR

NEW C02 EXTINGUISHER. REFER TO SIMILAR DETAIL 6/AE211 FOR MORE

INFORMATION

FL9 CARD READER/KEYPAD - SEE TELECOMMUNICATIONS

FL10

REFER TO SHEET GI003 FOR GENERAL PROJECT NOTES, MORE DETAILED

GENERAL FLOOR PLAN, DEMO PLAN, AND RCP NOTES, AND SYMBOL

LEGENDS

FL11

REFER TO SHEET AE601 FOR DEFINITION OF PARTITION TYPES TAGGED IN

THE FLOOR PLANS, AND PARTITION GENERAL NOTES AND DETAILS

FL12 TELECOMMUNICATIONS RACK - SEE TELECOMMUNICATIONS

FL5 GROUND BAR - SEE TELECOMMUNICATIONS

DEMOLITION PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

DE1 DEMO AND REMOVE EXISTING METAL CAGE

DE2

REMOVE (ANY) EXISTING APPLIED WALL FINISH, INCLUDING WALL BASES, IN

PREPARATION FOR NEW WALL FINISH AS INDICATED IN THE ROOM FINISH

SCHEDULE

DE3

REMOVE EXISTING EXTERIOR SLIDING WOOD DOOR, FRAME AND

ASSOCIATED HARDWARE IN PREPARATION FOR WALL INFILL

CONSTRUCTION

DE4

REFER TO OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL SCOPE OF

DEMOLITION, INCLUDING CEILING MOUNTED ITEMS SUCH AS LIGHT

FIXTURES

REFLECTED CEILING PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RC2 NEW EXIT LIGHT, SEE ELECTRICAL

RC3 WALL MOUNTED SPLIT SYSTEM AIR CONDITIONER - SEE MECHANICAL

RC1 NO FINISHED CEILING IN THIS ROOM OR AREA

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT #

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FINAL STAMPED

BID DOCUMENTS

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

20459 04/15/2022

Sheet of 156

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 04-15-2022

License Number: MN# 18157

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B51-52- AE102

BASEMENT LEVEL ENLARGED

FLOOR PLAN, DEMO AND RCP

EHRM INFRASTRUCTURE

UPGRADES, MARION, IN

MARION, IN

610-21-701

B51-B52

LA CM

16181

1/4" = 1'-0"1

TR ROOM ENLARGED FLOOR PLAN

0 4' 8'2' 1/8" = 1'-0"

PARTIAL DEMOLITION PLAN

0 8' 16'4' 1/8" = 1'-0"

TR ROOM RCP

0 8' 16'4'

PANEL PREFIXES

AL- ALUMINUM

CG- COILING GRILLE

CS- COILING SLATS

HM- HOLLOW METAL

OS- OVERHEAD SECTIONAL

RD3- REVOLVING DOOR 3 PANEL

RD4- REVOLVING DOOR 4 PANEL

VL- VERTICAL LIFT

WD- WOOD

AG ALL GLASS

BF BIFOLD

BFGBIFOLD GLASS

D DUTCH

DG DUTCH GLASS

DSDUTCH W/SHELF

FFLUSH

G2GLASS 2 LIGHT

G3GLASS 3 LIGHT

GFGLASS FULL

GH GLASS HALF

LF LOUVER FULL

LGHLOUVER GLASS HALF

LH LOUVER HALF

HM-GF

FRAME PREFIXES

0 FRAMED-CASED OPENING

1 DOOR ONLY

2 SIDELIGHT(S) 1 SIDE

3 SIDELIGHT(S) 1 SIDE W/HORIZONTAL

4 SIDELIGHT(S) BOTH SIDES

5 SIDELIGHT(S) BOTH SIDES W/HORIZONTAL

6 DOOR W/TRANSOM

7 DOOR W/TRANSOM W/SIDELIGHT(S) 1 SIDE

8 TRANSOM W/SIDELIGHT(S) 1 SIDE W/HORIZONTAL

9 TRANSOM W/SIDELIGHT(S) BOTH SIDES

10 TRANSOM W/SIDELIGHT(S) BOTH SIDES W/HORIZONTAL

11 FULL WIDTH TRANSOM W/SIDELIGHT(S) 1 SIDE

1X1 1 LIGHT WIDE AND 1 LIGHT HIGH

2X2 2 LIGHTS WIDE AND 2 LIGHTS HIGH

3X3 3 LIGHTS WIDE AND 3 LIGHTS HIGH

(NOTE: OTHER COMBINATIONS POSSIBLE)

OX FIXED PANEL, ACTIVE PANEL

OXO FIXED PANEL, ACTIVE PANEL, FIXED PANEL

OXX FIXED, ACTIVE, ACTIVE

OXXO FIXED, ACTIVE, ACTIVE, FIXED

OXXXXO FIXED, ACTIVE, ACTIVE, ACTIVE, ACTIVE, FIXED

HMS-2

LNV LOUVER NARROW VISION

NVNARROW VISION

NV2 NARROW VISION 2 LIGHT

NV3 NARROW VISION 3 LIGHT

NVCNARROW VISION CENTERED

RP2 RAISED PANEL 2 PANEL

RP4 RAISED PANEL 4 PANEL

RP6 RAISED PANEL 6 PANEL

RP8 RAISED PANEL 8 PANEL

VVISION

W WINDOWS (1 ROW)

WT WINDOWS THROUGHOUT

DOOR PANEL NAMING

DOOR FRAME NAMING NOTE: ACTUAL FRAMES MAY VARY FROM DESCRIPTIONS

BELOW, REFER TO FRAME TYPE ELEVATIONS

NOTE: ACTUAL PANELS MAY VARY FROM

DESCRIPTIONS BELOW, REFER TO PANEL TYPE

ELEVATIONS

PANEL SUFFIXES

AL- ALUMINUM

AL-BL- ALUMINUM BORROWED LIGHT

AL-SL- ALUMINUM SLIDING

ALR- ALUMINUM REVOLVING

CW## CURTAINWALL

HMM- HOLLOW METAL MASONRY

HMM-BL- HMM BORROWED LIGHT

HMM-DE- HMM DOUBLE EGRESS

HMS- HOLLOW METAL STUD

HMS-BL- HMS BORROWED LIGHT

HMS-DE- HMS DOUBLE EGRESS

OC- OVERHEAD COILING

OS- OVERHEAD SECTIONAL

VL- VERTICAL LIFT

WD- WOOD

WD-BL- WOOD BORROWED LIGHT

WDP- WOOD POCKET

FRAME SUFFIXES

FINISHED

FLOOR

HMS-1

O P

E N

IN

G

H E

IG

H

T

WIDTH

OPENING

FINISHED

FLOOR

HM-F

WD-F

WIDTH

OPENING

O P

E N

IN

G

H E

IG

H

T

B51/52 - BASEMENT

-8' - 6"

SB1

INSULATED BRICK VENEER CAVITY

WALL OVER METAL STUD BACKUP

WALL INFILL

XN3

EXISTING CONC SLAB AT

BUILDING EXTERIOR

7' -4

(E

X

IS

T

IN

G

F

IE

LD

V

E R

IF

Y

/4

B51-52-

AE540

B51-52-

AE540

B51-52- AE540

EXTERIOR CAVITY WALL MOCK-UP PANEL

REQUIRED:

PROVIDE 2'-8" TALL x 4' WIDE MINIMUM

SIZE MOCK-UP PANEL OF ALL WALL

ASSEMBLY COMPONENTS FOR WALL

TYPE 'SB1'. REFER TO UNIT MASONRY

SPECIFICATION 04 20 00 FOR

INFORMATION ABOUT MASONRY WALL

MOCK-UP PANEL REQUIREMENTS

ADJUSTABLE MASONRY

VENEER TIES, THOROUGHLY

EMBEDDED IN FACE BRICK AND

ATTACHED TO METAL STUD

FRAMING. PROVIDE AT 16" O.C.

MAX VERTICALLY AND

HORIZONTALLY

P A

N E

L R

E Q

U

IR

E M

E N

T

2' -8

M

IN

M

O C

K -U

P

A S

S C

H E

D

METAL STUD BOX BEAM

GYP BD

HM DOOR FRAME

DOOR AS SCHED

2"

METAL RUNNER

NOTE:

1. FOR PARTITION THICKNESS SEE PLANS AND PARTITION TYPE

DETAILS.

2. SEE 4/B51-52-AE540 FOR HM DOOR FRAME PROFILE INFO.

5 7/8"

NOTE:

1. FOR PARTITION THICKNESS SEE PLANS AND PARTITION TYPE

DETAILS.

2. SEE 4/B51-52-AE540 FOR HM DOOR FRAME PROFILE INFO.

A S

S C

H E

D

GYP BD

HM FRAME

DOOR AS SCHED

2"

DOUBLE

METAL STUDS

@ NEW AND

EXISTING

OPENINGS

STEEL STUD

ANCHOR CLIP

EXISTING STEEL

LINTEL TO REMAIN

CONTINUOUS 2x PRESSURE

TREATED WOOD BLOCKING

AS REQUIRED

EXISTING CAVITY WALL

CONSTRUCTION

SB1

XN3

FIRE TREATED PLYWD - SEE

TYP TELECOMMUNICATIONS

ROOM ELEVATIONS, SHEET

AE211 FOR MORE INFO

TERMINATION BAR W/ CONT

SEALANT AT TOP

FACE BRICK: ALIGN MASONRY

COURSING W/ ADJACENT EXISTING

MASONRY. MATCH EXISTING

MASONRY PATTERNING AND BRICK

SIZE. CONTRACTOR TO FIELD

VERIFY EXISTING CONDITIONS

1"

3/ 8"

CONTINUOUS BACKER ROD

AND SEALANT. SEALANT

COLOR TO MATCH BRICK

COMPRESSIBLE JOINT FILLER

3/8" THICK X DEPTH OF

MASONRY, LESS 1"

SAWCUT TOP COURSE AS

NECESSARY TO FIT

COURSING

WRAP SELF-ADHERING

SHEET MEMBRANE AIR AND

VAPOR BARRIER AS SHOWN

DASHED

B51/52 - BASEMENT

-8' - 6"

1' -0

XN3

FIRE TREATED PLYWD - SEE

TYP TELECOMMUNICATIONS

ROOM ELEVATIONS, SHEET

AE211 FOR MORE INFO

SB1

MORTAR NET

CAVITY GROUT SOLID BELOW

FLASHING - SLOPE TOP SURFACE

SST CONT THRU-WALL FLASH W/

DRIP EDGE, LAP EACH SEAM 4"

MIN AND SEAL W/ 2 BEADS OF

SLNT. PROVIDE END DAMS

TURNED UP MIN 2 1/2" BOTH

SIDES OF INFILLED OPENING;

SEAL EDGES OF END DAM

VERT CELL VENT SPACED

HORIZ @ 16" O.C. MAX, TYP.

SIZE FULL HEIGHT OF BRICK

WALL BASE AS

SCHED

/4

M

IN

8" M

IN

TERMINATION BAR W/ CONT

SEALANT AT TOP

TOP OF EXISTING CONCRETE

SELF-ADHERING SHEET

MEMBRANE AIR AND VAPOR

BARRIER SHOWN DASHED

PROVIDE

CONTINUOUS

PERIMETER SEALANT

AT CONC SLAB AND

MASONRY WALL

JOINT

SELF-LEVELING UNDERLAYMENT -

FIELD VERIFY DEPTH REQUIRED TO

PROVIDE LEVEL FLOOR SURFACE

5/ 8"

2"

(DOOR SIDE)

1 15/16"

VARIES

VARIES

1/2" 1/2"

GAGE AS

SPECIFIED

PARTITION DIM

FINISHED

EXISTING CAVITY

WALL CONSTRUCTION

FIRE TREATED PLYWD - SEE

TYP TELECOMMUNICATIONS

ROOM ELEVATIONS, SHEET

AE211 FOR MORE INFO

SB1

XN3

CONTINUOUS 2x PRESSURE

TREATED WOOD BLOCKING

AS REQUIRED

TERMINATION BAR W/ CONT

SEALANT AT TOP

1"

CONTINUOUS BACKER ROD

AND SEALANT. SEALANT

COLOR TO MATCH BRICK

3/ 8"

COMPRESSIBLE JOINT FILLER

3/8" THICK X DEPTH OF

MASONRY, LESS 1"

WRAP SELF-ADHERING SHEET

MEMBRANE AIR AND VAPOR

BARRIER AS SHOWN DASHED

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT #

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FINAL STAMPED

BID DOCUMENTS

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

20459 04/15/2022

Sheet of 156

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 04-15-2022

License Number: MN# 18157

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B51-52- AE540

OPENING DETAILS, TYPES AND

SCHEDULE

EHRM INFRASTRUCTURE

UPGRADES, MARION, IN

MARION, IN

610-21-701

B51-B52

LA CM

16181

TYPES - FRAMES TYPES - PANELS

OPENING SCHEDULE

ASSOCIATED ROOMS OPENING PANEL INFORMATION FRAME INFORMATION

H D

W G

R O

U P

F

IR

E L

A B

E L

(M

IN

G A

S K

E T

E

LE

C T

R

IC

A L

S L

A B

E L

COMMENTSFROM ROOM NAME TO ROOM NAME NUMBER WIDTH HEIGHT

PANEL

TYPE

2ND

PANEL

TYPE

PANEL

GLAZING FRAME TYPE JAMB DETAIL HEAD DETAIL

STORAGE TR 001J 3'-0" 7'-0" HM-F NONE HMS-1 3/B51-52/AE540 2/B51-52/AE540 3.2 45

1 1/2" = 1'-0"5

WALL SECTION AT MASONRY WALL INFILL

1 1/2" = 1'-0"

HM DOOR FRAME - HEAD

1 1/2" = 1'-0"

HM DOOR FRAME - JAMB

3" = 1'-0"

HEAD OF CAVITY WALL INFILL - SECTION DETAIL

3" = 1'-0"6

BASE OF CAVITY WALL INFILL - SECTION DETAIL

3" = 1'-0"

STANDARD HM DOOR FRAME

3" = 1'-0"

JAMB OF CAVITY WALL INFILL - SECTION DETAIL

STORAGE

IN-03.01

EXISTING RAMP

UP

N O

T A

N E

X

IT

IN-01.31

FN1

FN2

EXIST FLRG

SD-1

LIMITS OF CONSTRUCTION

FINISH PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FN1 FINISH PARTITION WITH P-5 & RB-1.

FN2

TELECOM ROOM TYPICAL FINISHES; SD-1 AT FLOOR, RB-1 AT BASE. ALL

WALL MOUNTED PLYWOOD TO HAVE FP-1, ALL OTHER WALL SURFACES TO

HAVE P-10. REFER TO DETAILS 2 AND 3/AE211 FOR TYPICAL TR INTERIOR

ELEVATIONS.

FN3

FINISH PARTITION TO MATCH EXISTING THIS AREA, INCLUDING, BUT NOT

LIMITED TO, PAINT, WALLCOVERING, WALL PROTECTION AND WALL BASE.

CONTRACTOR TO PROVIDE LABOR AND MATERIALS.

FN4

WHERE EXISTING FINISHES ARE DISTURBED BY CONSTRUCTION, FINISH TO

MATCH ADJACENT FINISHES; FLOOR, WALL & CEILING AS REQUIRED.

FN5

EXISTING AREAS OF RAISED FLOORING TO REMAIN. FINISH ALL VERTICAL

EDGES AND FIRST 4 INCHES OF HORIZONTAL EDGE EPY-2, IN AREA SHOWN

HATCHED.

FN6

PATCH WALL AND FLOOR FINISHES TO PROVIDE A SMOOTH FINISH,

CONSISTENT W/ ADJACENT FINISH, WHERE WIRE PARTITION HAS BEEN

REMOVED.

FN7 INSTALL NEW MANUAL ROLLER WINDOW SHADES, WS-1.

FN8

MODIFICATION OF FURNITURE SYSTEMS AND INSTALLATION BY FURNITURE

SYSTEMS VENDOR.

FN9 FINISH FIRE RESISTANT PLYWOOD WITH FP-1.

FN10 INSTALL NEW HANDRAIL – HR-1

FN11 REPAINT WALL, COLOR TO MATCH EXISTING.

FN12

MODIFY RAILING AS REQUIRED. PROVIDE RAILING SUPPORTS, ENDCAPS,

RETURNS AND ALL HARDWARE, TO MATCH EXISTING AS REQUIRED FOR

INSTALLATION – HR-2.

FN13

NEW HAND/CRASH/BUMPER RAILS TO MATCH EXISTING ADJACENT

HAND/CRASH/BUMPER RAILS.

FN14

PATCH FLOOR FINISH DISTURBED BY CONSTRUCTION TO MATCH EXISTING

FLOOR FINISH THIS AREA.

AT ACOUSTICAL CEILING (TILE)

CT CERAMIC TILE

EP EPOXY PAINT

EPY EPOXY FLOORING

GWB (SC) GYPSUM WALLBACK SYSTEMS (SPECIAL COATING)

LVT LUXURY VINYL TILE

P PAINT

PT PORCELAIN TILE (FLOOR AND BASE)

PWT PORCELAIN WALL TILE

RB RESILIENT BASE

RES RESINOUS EPOXY FLOORING

RES-W RESINOUS/EPOXY WALL/CEILING

RWC RIGID VINYL WALL COVERING

RF RUBBER FLOORING

S SOLID SURFACE

SC SPECIAL COATING

SD STATIC DISSIPATIVE

SP SPECIAL FACED

WSF WELDED SEAM SHEET FLOORING (HEAT WELDED WITH ROD)

ROOM FINISH LEGEND & ABBREVIATIONS

MATERIAL INSTALL

DIRECTION

KEYNOTECORNER GUARD

FLOOR FINISH

TRANSITION

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

CG

VCTCPT

AF10

IN-03.01 SIGN TAG

NOTE: REFER TO SHEETS AF600 & AW600 FOR ADDITIONAL

FINISH & SIGNAGE INFORMATION

WALL

PROTECTION

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT #

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FINAL STAMPED

BID DOCUMENTS

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

20459 04/15/2022

Sheet of 156

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 04-15-2022

License Number: MN# 18157

B

IM

/2

V

A M a ri o n E

H R

M I n fr a s tr u c tu re U p g ra d e s D e s ig n /6

-7

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P

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B51-52-AF102

BASEMENT LEVEL FINISH AND

WAYFINDING PLAN

EHRM INFRASTRUCTURE

UPGRADES, MARION, IN

MARION, IN

610-21-701

B51-B52

CM MRP

16181

1/8" = 1'-0"

TR ROOM FINISH PLAN

0 8' 16'4'

PHASE 1:

CONSTRUCTION PROJECT ACTIVITY TYPE - C

INFECTION CONTROL RISK GROUP - GROUP 1: LOW RISK

CONTROL PROCEDURE CLASS - III

NOTE: TYPE, GROUP AND CLASS SELECTED TO BEST OF DESIGN TEAM'S KNOWLEDGE. FINAL DETERMINATION BY THE VA

WILL BE MADE AT A LATER DATE.

INFECTION CONTROL RISK ASSESSMENT (ICRA)

BY PROJECT AREA USE AND PHASE

1 HOUR FIRE RATED ICRA / CONSTRUCTION BARRIER LOCATION, AND

DOOR, WHERE SHOWN

INFECTION CONTROL RISK ASSESSMENT (ICRA) LEGEND

LIMITS OF CONSTRUCTION

TEMPORARY NON-RATED (PLASTIC SHEETING) CONSTRUCTION BARRIER

LOCATION, WHERE APPROVED BY THE VA FOR USE IN RISK TYPE B.

UPGRADE TO 1 HOUR RATED PARTITION AND DOOR WHEN DIRECTED BY

THE VA

DOOR

INFECTION CONTROL & CONSTRUCTION

BARRIER GENERAL NOTES

1. SEE SPEC SECTION 01 35 26 SAFETY REQUIREMENTS FOR ADDITIONAL INFORMATION

2. THE INTENT OF INFECTION CONTROL ISOLATION IS TO CONTAIN DUST AND PARTICULATE

MATTER TO THE CONSTRUCTION AREA. CONSTRUCTION AREA PERIMETER NEEDS TO BE

SEALED COMPLETELY WITH SHEET PLASTIC AS SPECIFIED AND DUCT TAPE DURING

OPERATIONS, WHERE PERMITTED BY CLASS AND THE VA INFECTION CONTROL

DEPARTMENT. ALL OTHER CONSTRUCTION AREAS TO BE SEALED VIA A HARD WALL ICRA -

CONSTRUCTION BARRIER (SEE TYPICAL DETAIL THIS SHEET) AS SPECIFIED AND LISTED IN

ICRA CLASS OR WHERE REQUIRED BY THE VA INFECTION CONTROL DEPARTMENT IN

PROJECT SCOPE AREAS, WHETHER OR NOT DELINEATED ON THE ARCHITECTURE

CONSTRUCTION BARRIER AND PHASING PLANS.

3. PROVIDE NEGATIVE PRESSURE MONITORS DURING CONSTRUCTION OPERATIONS AS

SPECIFIED. MONITOR TO MEASURE PRESSURE DIFFERENTIAL BETWEEN CONSTRUCTION

AREA AND ADJACENT CORRIDOR OR ROOM AS DIRECTED BY VA.

4. AS CONSTRUCTION PROGRESSES, FROM TYPE D TO TYPE C AND THEREON, PROVIDE A

REQUEST VIA "INFECTION CONTROL CONSTRUCTION PERMIT" TO THE VA INFECTION

CONTROL NURSE. UPON AUTHORIZATION, PROCEED TO NEXT TYPE OF CONSTRUCTION.

PROVIDE AT LEAST TEN (10) WORKING DAYS NOTICE FOR EACH PERMIT.

5. CONSTRUCT IC (INFECTION CONTROL) CONSTRUCTION BARRIER(S) FROM FLOOR TO

DECK/FLOOR ABOVE. TAPE, MUD, SAND JOINTS AND PAINT ON NON-CONSTRUCTION SIDE

OF BARRIER WHERE BARRIER IS OF STUD/GYPSUM BOARD CONSTRUCTION.

6. CONTROL BARRIERS ARE TO BE INSTALLED AND REMOVED ONLY BEFORE 7:00 AM AND

AFTER 8:00 PM OR DIRECTED BY COR

7. DURING CONSTRUCTION OPERATIONS IN EACH ENCLOSED AREA PROVIDE NEGATIVE

PRESSURE MONITORS, MINIMUM (1) ONE IN AREAS LESS THAN 1000 SF, (2) TWO MINIMUM IN

AREAS BETWEEN 1000 SF AND 5000 SF, AND (3) THREE FOR AREAS BETWEEN 5000 SF AND

10000 SF.

8. LIFE SAFETY EGRESS IS TO BE MAINTAINED AT ALL TIMES.

9. THE CONTRACTOR SHALL PROVIDE ENOUGH NEGATIVE AIR MACHINES TO COMPLETELY

EXCHANGE THE REGULATED AREA AIR VOLUME (4) FOUR ACTUAL TIMES PER HOUR. THE

COMPETENT PERSON SHALL DETERMINE THE NUMBER OF UNITS NEEDED FOR EACH

REGULATED AREA BY DIVIDING THE CUBIC FEET IN THE REGULATED AREA BY (15) FIFTEEN

AND THEN DIVIDING THAT RESULT BY THE ACTUAL CUBIC FEET PER MINUTE (CFM) FOR

EACH UNIT TO DETERMINE THE NUMBER OF UNITS NEEDED TO EFFECT (4) FOUR AIR

CHANGES PER HOUR. PROVIDE A STANDBY UNIT IN THE EVENT OF MACHINE FAILURE

AND/OR EMERGENCY IN AN ADJACENT AREA.

10. PRIOR TO ANY REMOVAL OF SMOKE BARRIER FIRE RATED PARTITIONS, CONSTRUCT NEW

SMOKE BARRIER/APPROPRIATE FIRE RATED PARTITIONS PER PLANS OR CONSTRUCT

INFECTION CONTROL BARRIER TO ACT AS SMOKE BARRIER.

11. ALL ICRA/CONSTRUCTION BARRIERS, PARTITION TYPE 'TB3b' (SEE 'TYPES - TEMPORARY

PARTITION - ICRA' DETAIL THIS SHEET) SHALL BE MINIMUM 1 HOUR FIRE RATED. HIGHER

FIRE RATINGS ARE REQUIRED WHERE SHOWN IN THE CONSTRUCTION BARRIER AND

PHASING PLANS. WHERE PERMITTED BY THE VA'S INFECTION CONTROL DEPARTMENT,

ICRA/CONSTRUCTION BARRIERS MAY BE CONSTRUCTED OF A STARC SYSTEMS FIREBLOCK

WALL PANELS OR APPROVED EQUAL. TYPE OF TEMPORARY PARTITION TO BE DETERMINED

BY THE VA'S INFECTION CONTROL DEPARTMENT ON A SPACE BY SPACE BASIS.

CONTRACTOR TO COORDINATE TYPE W/ VA.

12. WHEN BUILDING IS SPRINKLERED, MODIFY SPRINKLER HEADS TO BE UPTURNED AND

EXTENDED TO 18" OF STRUCTURE AS FINISHED CEILINGS ARE REMOVED OR MODIFIED.

13. WHERE THE VA APPROVES NON-RATED CONSTRUCTION BARRIERS (PLASTIC SHEETING)

FOR CONSTRUCTION SEPARATION AND THE CONTRACTOR IDENTIFIES UPCOMING WORK

THAT RESULTS IN LONG-TERM (OVERNIGHT) CEILING REMOVAL,THE CONTRACTOR WILL

DISCUSS WITH THE COR WHETHER A RATED ENCLOSURE MUST BE CONSTRUCTED OR

TEMPORARY UPRIGHT SPRINKLERS INSTALLED.

14. CONSTRUCTION BARRIERS SHALL BE CONSTRUCTED TO MINIMIZE OBSTRUCTIONS TO

CORRIDOR EGRESS CLEARANCE. AT NO TIME SHALL CORRIDORS BE REDUCED TO LESS

THAN 36" CLEAR.

15. AT THE DISCRETION OF THE VA INFECTION CONTROL AND COR, THE CONTRACTOR SHALL

BE REQUIRED TO USE PORTABLE CONTAINMENT CARTS FOR ABOVE CEILING ACCESS WORK

IN PATIENT CARE AREA, OR OTHER AREAS DETERMINED BY THE VA, WHERE HARD BARRIERS

ARE OTHERWISE NOT USED.

16. INFECTION CONTROL MEASURES ARE REQUIRED FOR ALL BUILDINGS WITHIN THE SCOPE

OF WORK, SUBJECT TO INFECTION CONTROL REQUIREMENTS SPECIFIED IN SECTION '01 35 26

SAFETY REQUIREMENTS' AND MEETING THE INTENT OF THE INFECTION CONTROL AND

PHASING PLAN DRAWING SHEETS FOR EACH BUILDING, WHETHER OR NOT THE SCOPE IS

SHOWN IN THE ARCHITECTURAL DRAWINGS. SEE OTHER DISCIPLINE DRAWINGS FOR OTHER

PROJECT SCOPE OF WORK.

CONSTRUCION PHASING GENERAL NOTES

1. THE WORK UNDER THIS CONTRACT SHALL BE DIVIDED INTO PHASES. A PHASE

CAN INVOLVE MULTIPLE LOCATION AREAS. SEE SPECIFICATIONS SECTION 01 00 00

1.6.G PHASING.

2. THE GENERAL CONTRACTOR SHALL COORDINATE ALL PHASING AND SEQUENCING

WITH ALL TRADES AND THE OWNER. THE GENERAL CONTRACTOR SHALL PROVIDE

A WRITTEN NARRATIVE TO OUTLINE CONSTRUCTION PHASING AND SEQUENCE

PLANS, VALIDATING AND ELABORATING ON THIS PHASING DESCRIPTION.

3. THE GENERAL CONTRACTOR SHALL COOPERATE FULLY WITH THE OWNER SO

WORK MAY BE CARRIED OUT SMOOTHLY, WITHOUT INTERFERING WITH OR

DELAYING WORK UNDER THIS CONTRACT, OR OTHER CONTRACTS ON THE

PROJECT SITE OR WORK BY OWNER.

4. THE GENERAL CONTRACTOR'S CONSTRUCTION SCHEDULE SHALL INDICATE THE

SEQUENCE, COMMENCEMENT AND COMPLETION DATES, OWNER INSPECTION AND

APPROVAL DATES AND MOVE-OUT AND MOVE-IN DATES OF OWNER'S PERSONNEL

FOR ALL PHASES OF THE WORK.

5. THE GENERAL CONTRACTOR SHALL PERFORM THE WORK IN EACH PHASE IN THE

SEQUENCE SHOWN ON THE PHASING PLAN DRAWING(S) AND CONSTRUCTION

PHASING DESCRIPTION.

6. THE GENERAL CONTRACTOR MUST COMPLETE ALL WORK IN EACH PHASE WITH

THE VA INSPECTING AND ACCEPTING THE WORK PRIOR TO VA OCCUPANCY AND

THE CONTRACTOR PROCEEDING TO THE NEXT SCHEDULED PHASE. UPON

COMPLETION OF A PARTICULAR PHASE, THE ENTIRE AREA COVERED BY THAT

PHASE CAN BE OCCUPIED BY THE VA PERSONNEL WITH ALL SYSTEMS

FUNCTIONING PROPERLY.

7. BEFORE COMMENCING WORK ON EACH SUCCESSIVE PHASE, THE GENERAL

CONTRACTOR SHALL SUBMIT AN UPDATED COPY OF THE SCHEDULE.

8. ANY DUST PARTITIONS OR ICRA-CONSTRUCION BARRIERS CONSTRUCTED BY THE

CONTRACTOR PRIOR TO THE START OF DEMOLITION MUST REMAIN IN PLACE UNTIL

THE COMPLETION OF THAT PHASE OR SUBSEQUENT PHASE WHERE REQUIRED.

9. THE CONTRACTOR SHALL PERFORM ALL WORK ADJACENT TO VA OCCUPIED

AREAS IN SUCH A MANNER TO ENSURE THE CONTINUOUS AND UNINTERRUPTED

USE OF ALL OCCUPIED AREAS, INCLUDING THE APPLICABLE MECHANICAL AND

ELECTRICAL SYSTEMS SERVING THESE AREAS.

10. FOR ADDITIONAL NOTES AND INFORMATION REFER TO INFECTION CONTROL

DRAWING(S) AND DEMOLITION PLANS.

11. ANY INFORMATION REGARDING SEQUENCING PROVIDED IN THE DOCUMENTS IS

FOR ARCHITECT-OWNER PLANNING PURPOSES ONLY.

12. THE CONTRACTOR DURING CONSTRUCTION SHALL MAINTAIN REQUIRED MEANS

OF EGRESS THROUGHOUT ALL PHASING.

13. THE CONTRACTOR SHALL PLAN FOR A MINIMUM OF 4 WEEKS' TIME BETWEEN

PHASES TO ALLOW THE VA TO OCCUPY THE NEWLY ACCEPTED SPACE AND

VACATE THE FOLLOW-ON PHASES. THE VA WILL ACCELERATE THIS TIME WHEN

POSSIBLE AND WILL NOTIFY THE CONTRACTOR IF THIS OCCURS.

CONSTRUCTION INFECTION CONTROL RISK ASSESSMENT (ICRA)

TYPE A

TYPE B

TYPE C

TYPE D

INSPECTIONS AND NON-INVASIVE ACTIVITIES. INCLUDES, BUT NOT

LIMITED TO, REMOVAL OF CEILING TILES FOR VISUAL INSPECTION

LIMITED TO 1 TILE PER 50 SQUARE FEET, PAINTING BUT NOT SANDING

WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND

ACTIVITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING OF

WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION.

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL

DUST. INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF TELEPHONE

AND COMPUTER CABLING, ACCESS TO CHASE SPACES, CUTTING OF

WALLS OR CEILING WHERE DUST MIGRATION CAN BE CONTROLLED.

FLOOR COVERING REMOVAL (WITHOUT SANDING OR GRINDING).

ANY WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR

REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING

COMPONENTS OR ASSEMBLIES. INCLUDES, BUT IS NOT LIMITED TO,

SANDING OF WALL FOR PAINTING OR WALLCOVERING, REMOVAL OF

FLOOR COVERINGS, CEILING TILES AND CASEWORK, NEW WALL

CONSTRUCTION, MINOR DUCTWORK OR ELECTRICAL WORK ABOVE

CEILINGS, MAJOR CABLING ACTIVITIES, AND ANY ACTIVITY WHICH

CANNOT BE COMPLETED WITHIN A SINGLE WORK SHIFT. FLOOR

COVERING REMOVAL (WITH SANDING OR GRINDING).

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS. INCLUDES, BUT IS

NOT LIMITED TO, ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK

SHIFTS, REQUIRE HEAVY DEMOLITION OR REMOVAL OF A COMPLETE

CEILING SYSTEM, FLOORING AND NEW CONSTRUCTION.

GROUP 1

LOW RISK

• MECHANICAL SPACES: AREAS NOT DIRECTLY ADJACENT TO PATIENT

CARE, INCLUDING INTERSTITIAL SPACES.

• ENGINEERING OR EMS OFFICE/WORK AREAS

• OFFICE AREAS: AREAS NOT ATTACHED TO/ADJOINING PATIENT CARE

AREAS, NOT USED FOR PATIENT INTERVIEWS, EVALUATIONS OR

EXAMINATIONS.

• PUBLIC CORRIDORS: SPACES NOT ON OR DIRECTLY ATTACHED TO

PATIENT UNITS OR TREATMENT LOCATIONS.

GROUP 2

MEDIUM

RISK

• OUTPATIENT AREAS:

1. PRIMARY CARE OR SPECIALTY CARE CLINIC AREAS

2. BEHAVIORAL/MENTAL HEALTH AREAS

3. EXTENDED CARE / REHAB CLINIC AREAS

4. COMMUNITY BASED OUT PATIENT CLINICS (CBOC’S)

GROUP 3

HIGH RISK

• IN-PATIENT UNITS:

1. INCLUDING, BUT NOT LIMITED TO: EMERGENCY DEPT.; NURSING

UNITS; RADIOLOGY/MRI/CT/ULTRASOUND; NUCLEAR MEDICINE;

CAFETERIA/KITCHEN/CANTEEN; LABORATORIES; RADIATION /

ONCOLOGY; DIALYSIS

GROUP 4

HIGHEST

RISK

• ICU/SICU

• OR/PACU/ENDOSCOPY

• GI

• STERILE PROCESSING SERVICES (SPS)

• PHARMACY

• CATH LAB

CLASS

I

KEEP AREAS FREE OF DEBRIS, TRASH

EXECUTE WORK TO MINIMIZE OF DUST MIGRATION (E.G. WET MOPPING, HEPA VACUUM)

IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR VISUAL INSPECTION

(INVOLVING MINOR DEMOLITION IN MAINTENANCE OR REMODELING.)

CLASS

II

SAME AS CLASS I PLUS:

1. ESTABLISH MATERIAL AND DEBRIS ROUTE USING NON-PATIENT/VISITOR PATHWAY

2. WATER MIST WORK SURFACE TO CONTROL DUST WHILE CUTTING OR DRILLING.

3. BLOCK OFF AND SEAL AIR VENTS

4. SEAL UNUSED DOORS WITH PLASTIC SHEATHING AND DUCT TAPE.

5. CREATE BARRIERS AS DEFINED BY INFECTION PREVENTION

6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINER; TAPE COVERING UNLESS SOLID LID.

7. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA.

8. PLACE STICKY MAT AT ALL WORK AREA ENTRANCES AND EXITS.

9. REMOVE OR ISOLATE HVAC SYSTEM IN CONSTRUCTION AREA

CLASS

III

SAME AS CLASS I AND II PLUS:

1. ISOLATE HVAC SYSTEM IN CONSTRUCTION AREA TO PREVENT DUCT SYSTEM CONTAMINATION

2. COMPLETE CRITICAL BARRIERS (I.E. SHEETROCK, PLYWOOD, PLASTIC) AT ALL CONSTRUCTION ENTRIES AND EXITS; MONITOR FOR SEAL AND TAKE IMMEDIATE

CORRECTIVE ACTION AS NEEDED

3. MAINTAIN AND MONITOR NEGATIVE AIR PRESSURE WITHIN CONSTRUCTION SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS.

4. REMOVE OR ISOLATE HVAC SYSTEMS IN AREA WHERE WORK IS BEING PERFORMED.

5. CHECK AND REPLACE AIR FILTERS AS NEEDED REGULARLY

6. DO NOT REMOVE BARRIERS FROM WORK SITE UNTIL PROJECT IS COMPLETE & HAS BEEN THOROUGHLY CLEANED; REMOVE BARRIERS CAREFULLY TO MINIMIZE

SPREADING DUST. DEBRIS.

7. VACUUM WORK WITH HEPA FILTERED VACUUM.

8. WET MOP AREA WITH CLEANER/DISINFECTANT.

9. MITIGATE VIBRATION AND NOISE TO LOWEST IMPACT WHERE POSSIBLE.

10. DISPLAY ICRA AT SITE

11. SEAL HOLES, PIPES, CONDUITS AND PUNCTURES.

CLASS

IV

SAME AS CLASS I, II AND III PLUS:

1. INSPECT ADJACENT AREAS FOR DUST MIGRATION; TAKE IMMEDIATE CORRECTIVE AS NEEDED

2. USE HEPA VACUUM IN AREA PRIOR TO START OF CONSTRUCTION

3. CONSTRUCT ANTE ROOM; ALL PERSONNEL MUST ENTER THROUGH IT TO BE VACUUMED USING HEPA VACUUM BEFORE LEAVING OR TO DON/DOFF PPE

LIMITS OF CONSTRUCTION

002C

TR

P1

ELEV

CRAWL

SPACE

ELEC

002A

STORAGE

STAIR

CRAWL

SPACE

STORAGE

ELEVATOR

MECH

STORAGE

002B

FMS

002D

CRAWL

SPACE

EXISTING LARGE

LOW DUCT

OVERHEAD

LIMITS OF CONSTRUCTION

TB3bTB3b

TB3b

(3 6"

M

IN

C

LR

- 4

'-6

TB3b

(1 ) LAYER 5/8" TYPE "X"

GYPSUM BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

UP TO 1 HR FIRE RATING

UL DESIGN U419

STC 49

0'-4 7/8"

NOTE: AT THE VA'S DISCRETION, PREFABRICATED ONE-HOUR FIRE

RATED NEGATIVE AIR MONITORING PANELS MAY BE PERMITTED IN

LIEU OF PARTITION TYPE 'TB3b'. REFER TO SPECIFICATION 01 35 26

SAFETY REQUIREMENTS FOR MORE INFORMATION.

6 MIL POLY OVER

CEILING PENETRATION

NOTES:

1. ALL CORNERS TO FORM 90 ANGLE WITH NO RADIUS

2. SEAL ALL SIDES OF POLY WITH DUCT TAPE

3. SEAL ALL CRACKS WITH DUCT TAPE.

6 MIL POLY OVER

EQUIPMENT OR

FURNISHING

6 MIL POLY OVER

WALL PROTRUSION

FLOOR

DOOR

BEYOND

WINDOW

BEYOND

CEILING

6 MIL POLY OVER

WALL OPENINGS

6 MIL POLY OVER

DOORS & WINDOWS

CEILING

CONTINUOUS DUCT

TAPE SEAL EACH SIDE

AT CEILING

COMPRESSIBLE

INSULATION

CONTINUOUS DUCT

TAPE SEAL EACH

SIDE

EXISTING FINISHED

FLOOR

(1) LAYER 5/8" GYP BD EACH

SIDE. FINISH OCCUPIED SIDE

WITH GLOSS PAINT

CLOSE OPEN DUCTS WITH

6 MIL POLYETHYLENE

BARRIER. SEAL EDGES

WITH CONTINUOUS DUCT

TAPE

"WORK" SIDE OF BARRIER OCCUPIED SIDE OF BARRIER

BOTTOM OF EXISTING FLOOR SLAB

3 5/8" STEEL STUDS @ 16"

OC WITH FULL BATT SOUND

ATTENUATING INSULATION

3 5/8" STEEL STUDS @ 16"

OC WITH FULL BATT SOUND

ATTENUATING INSULATION

REMOVE PORTION OF EXISTING CEILING AS REQUIRED FOR

INSTALLATION OF BARRIER

FRAME AND SEAL BARRIER

AROUND ANY EXISTING

MECHANICAL, ELECTRICAL,

PLUMBING, TECHNOLOGY, MED

GAS, ETC. SYSTEMS AS

REQUIRED.

TB3b

SEE CRITICAL BARRIER PREP

DETAIL THIS SHEET FOR SEALING

REQUIREMENTS OF EXISTING

SPACES ON THE "WORK" SIDE

KEY PLAN

MAIN

ENTRY

BUILDING 55

10360 Ellison Circle Omaha, NE 68134 Phone: 402.991.5520 www.specializedeng.com

SES PROJECT #

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% FINAL STAMPED

BID DOCUMENTS

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 RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

20459 04/15/2022

Sheet of 156

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 04-15-2022

License Number: MN# 18157

B

IM

/2

V

A M a ri o n E

H R

M I n fr a s tr u c tu re U p g ra d e s D e s ig n /6

-7

.B

.A

R

.r v t

/1

/2

:3

:5

P

M

B55-GC111

FIRST LEVEL INFECTION

CONTROL & PHASING PLAN

EHRM INFRASTRUCTURE

UPGRADES, MARION, IN

MARION, IN

610-21-701

B55

LA CM

16181

1/8" = 1'-0"3

BASEMENT LEVEL ICRA, CONSTRUCTION BARRIER & PHASING PLAN

0 8' 16'4'

1 1/2" = 1'-0"

TYPES - TEMPORARY PARTITION - ICRA

12" = 1'-0"2

CRITICAL BARRIER PREP

1/2" = 1'-0"

P1

ELEV

ELEVATOR

MECH

STORAGE

STORAGE

STAIR

002D

CRAWL

SPACE

CRAWL

SPACE

CRAWL

SPACE

ELEC

002A

STORAGE

002B

FMS

B55-

AE102

HGFECAwall face

6D

002C

TR

LIMITS OF CONSTRUCTION

FEC

E X

IT

LIMITS OF CONSTRUCTION

BUILDING 55 SCOPE OF WORK DESCRIPTION

PARTIAL REMODEL OF THE BASEMENT LEVEL OF BUILDING 55 TO

ACCOMODATE A NEW TELECOMMUNICATIONS ROOM (TR) AND

ASSOCIATED INFRASTRUCTURE.

TESTRATING (HRS)

TOTAL

(EXCLUDING BASEMENT)

EXTERIOR DOORS AND WINDOWS

SHAFTS AND EXIT PASSAGEWAYS

OTHER

ROOF CONSTRUCTION

FLOOR/CEILING ASSEMBLY

FLOOR CONSTRUCTION

INTERIOR

NON-BEARING WALLS AND PARTITIONS

BEARING WALLS

COLUMNS

GIRDERS

TRUSSES

ROOF/CEILING ASSEMBLY

EXTERIOR

INTERIOR BEARING WALLS

EXTERIOR BEARING WALLS

STRUCTURAL FRAME

FIRE-RESISTIVE REQUIREMENTS

TYPE(S) OF CONSTRUCTION

BUILDING AREA LIMITATIONS (SF)

FIRST FLOOR

ADDITIONAL NOTES

PLUMBING FIXTURES

(NFPA 220 TABLE 4.1.1)

OCCUPANT LOAD AND THUS MEANS OF EGRESS CAPACITY

REMAIN UNCHANGED BY SCOPE OF WORK.

EGRESS

SEPARATED OCCUPANCIES?

OCCUPANCY CLASSIFICATION(S)

2018 NFPA LSC (TABLE 6.1.14.1)

(NFPA 101 LSC, CH 12-42)

NOYES

FIRE RESISTIVE CORRIDORS?

SMOKE TIGHT CORRIDORS (SMOKE PARTITIONS)

INCIDENTAL USE AREA RATING(S) SEE

PLANS

MISCELLANEOUS

INTERIOR FINISHES CLASSIFICATION (NFPA 101 42.3.3)

WALL AND CEILING IN EXITS/EXIT ACCESS CORRIDORS A OR B

WALL AND CEILING IN ALL OTHER AREAS A, B OR C

FLOOR FINISH IN EXIT ENCLOSURES

CODE SUMMARY - BUILDING 55

THE FOLLOWING CODE SUMMARY IS BASED IN PART BY ASBUILT

DRAWINGS PROVIDED BY THE MARION VA MEDICAL CENTER AND

FIELD OBSERVATIONS.

IF THE CONTRACTOR IDENTIFIES EXISTING LIFE SAFETY CONDITIONS

THAT DIFFER FROM WHAT IS REPRESENTED IN THESE DRAWINGS,

THEY SHOULD NOTIFY THE VA COR AND ARCHITECT OF RECORD.

CH. 42 STORAGE (IBC 2018 S-1) (UNCHANGED)

NO

TYPE II (000) CONSTRUCTION - FULLY-SPRINKLERED

PATIENT BUILDING? NO

BASEMENT

BUILDING HEIGHT AND NUMBER OF STORIES LIMITATIONS

BUILDING HEIGHT (FT)

NUMBER OF STORIES

ALLOWED ACTUAL (UNCHANGED)

75'-0" 37'-7"

3 BASEMENT + 1

(IBC 2018 TABLE 504.3 AND 504.4)

USE WAREHOUSE

(IBC 2018 TABLE 506.2)

ALLOWED ACTUAL (UNCHANGED)

6,456

17,622

17,62270,000

EXISTING MEANS OF EGRESS TO REMAIN UNCHANGED.

PLUMBING FIXTURE COUNTS AND OCCUPANT LOADS REMAIN

UNCHANGED BY SCOPE OF WORK.

(NFPA 101 42.3.2)

(NFPA 101 42.3.6)

(NFPA 101 42.3.6)

(NFPA 220 TABLE 4.1.1)

CLASS I

OR II

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

EXISTING

LIFE SAFETY SYMBOLS

SMOKE TIGHT

ASSEMBLY

1 HOUR FIRE

BARRIER

2 HOUR FIRE

BARRIER

TRAVEL DISTANCE

100'-10"

TRAVEL DISTANCE

EXIT EXIT

FIRE EXTINGUISHERFE

FIRE EXTINGUISHER

CABINET

FEC

LIMITS OF

CONSTRUCTION

NOTE: NOT ALL SYMBOLS MY BE USED ON EACH PLAN

SHAFT

ADJACENT SYMBOLS SHOW…