Atch 3 - ARCH 1of 4 - DRAWINGS.pdf

PDF 18 MB Posted

Attached to
Y1AZ--EHRM Infrastructure Upgrades Construction - Marion Federal contract opportunity
Solicitation number
36C77622B0040
Issued by
Department of Veterans Affairs Technology Acquisition Center Austin

About this file

This federal contract opportunity solicitation involves infrastructure upgrades and renovations to buildings on a Department of Veterans Affairs campus. The project scope includes electrical, bonding, UPS, building management system, HVAC, communication, physical security, and fiber infrastructure upgrades across multiple buildings, along with modifications to impacted roads, walks, grading, drainage, and other existing utilities. Data center WAN updates and hazardous material abatement are also required. Offerors are to respond by the date listed in solicitation number 36C77622B0040 to carry out the described upgrades and renovations for the Marion VA medical center.

View the file

Other files for this federal contract opportunity

Other files attached to Y1AZ--EHRM Infrastructure Upgrades Construction - Marion, newest first.
File Type Posted
Clarifications - Marion.pdf PDF
Atch 27 - Construction Wage Rates - Grant 8-19-22.pdf PDF
36C77622B0040 0005.pdf PDF
36C77622B0040 0004.pdf PDF
Atch 27 - Construction Wage Rates - Grant 8-12-22.pdf PDF
Technical Questions - FINAL - Marion 8-11-22.pdf PDF
03 30 00 - Cast-In-Place Concrete.pdf PDF
36C77622B0040 0003.pdf PDF
Atch 27 - Construction Wage Rates - Grant 7-15-22.pdf PDF
36C77622B0040 0002.pdf PDF
Atch 27 - Construction Wage Rates - Grant 7-8-22.pdf PDF
Site Visit Sign-in Sheet - Marion 7-11-22.pdf PDF
36C77622B0040 0001.pdf PDF
36C77622B0040 - 6-27-22.pdf PDF
Atch 8 - CIVIL 2 of 2 - DRAWINGS.pdf PDF
Atch 26 - Limitations on Subcontracting - Construction.docx DOCX document
Atch 21 - MECH 7 of 7 - DRAWINGS.pdf PDF
Atch 7 - CIVIL 1 of 2 - DRAWINGS.pdf PDF
Atch 11 - ELEC 3 of 3 - DRAWINGS.pdf PDF
Atch 13 - HAZARDOUS ASBESTOS - DRAWINGS.pdf PDF
Atch 14 - HAZARDOUS LEAD BASED PAINT - DRAWINGS.pdf PDF
Atch 22 - STRUCTURAL - DRAWINGS.pdf PDF
Atch 24 - TELECOM 2 of 2 - DRAWINGS.pdf PDF
Atch 25 - COVID-19 Safety Protocols 12-14-21.pdf PDF
Atch 15 - MECH 1 of 7 - DRAWINGS.pdf PDF
Atch 1 - SPECIFICATIONS.pdf PDF
Atch 4 - ARCH 2 of 4 - DRAWINGS.pdf PDF
Atch 5 - ARCH 3 of 4 - DRAWINGS.pdf PDF
Atch 9 - ELEC 1 of 3 - DRAWINGS.pdf PDF
Atch 10 - ELEC 2 of 3 - DRAWINGS.pdf PDF
Atch 12 - GENERAL - DRAWINGS.pdf PDF
Atch 16 - MECH 2 of 7 - DRAWINGS.pdf PDF
Atch 20 - MECH 6 of 7 - DRAWINGS.pdf PDF
Atch 23 - TELECOM 1 of 2 - DRAWINGS.pdf PDF
Atch 27 - Construction Wage Rates - Grant 6-10-22.pdf PDF
Atch 2 - DRAWINGS SHEET INDEX.pdf PDF
Atch 6 - ARCH 4 of 4 - DRAWINGS.pdf PDF
Atch 17 - MECH 3 of 7 - DRAWINGS.pdf PDF
Atch 18 - MECH 4 of 7 - DRAWINGS.pdf PDF
Atch 19 - MECH 5 of 7 - DRAWINGS.pdf PDF
Atch 28 - Contractor Safety - Environmental Form.docx DOCX document
Atch 29 - Site Visit Instructions.pdf PDF
Show all 42

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

PHASE 1:

CONSTRUCTION PROJECT ACTIVITY TYPE - B & 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 WHEN DIRECTED BY THE VA

DOOR

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

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.

TB3bTB3b

TB3b

LIMITS OF CONSTRUCTION

TR

BASEMENT

002A

STORAGE

003A

ELECTRICAL

006A

ELEV

MACHINE

ROOM

BASEMENT

005A

STORAGE

C001

CORRIDOR

STORAGES001

ELEVATOR

004C

LIMITS OF

CONSTRUCTION

(3 6"

M

IN

C

LR

'-9

PERMANENT DOOR PANEL NEED

NOT BE INSTALLED DURING THE

DURATION OF TIME THE

TEMPORARY CONSTRUCTION

BARRIER IS IN PLACE, TYP AT

ALL CONSTRUCTION BARRIERS

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

TB3b

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

GYPSUM BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING, SPACED MAX

16" OC

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.

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 2

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

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

NON-SPRINKLERED

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

:0

:3

P

M

B02-GC101

BASEMENT LEVEL INFECTION

CONTROL AND PHASING PLAN

EHRM INFRASTRUCTURE

UPGRADES, MARION, IN

MARION, IN

610-21-701

B02

LA CM

16181

1/8" = 1'-0"1

BASEMENT LEVEL ICRA, CONSTRUCTION BARRIER & PHASING PLAN

0 8' 16'4'

12" = 1'-0"

CRITICAL BARRIER PREP

1 1/2" = 1'-0"

TYPES - TEMPORARY PARTITION - ICRA

0 2' 4'1'

1/2" = 1'-0"

FIRE RATED ICRA / CONSTRUCTION BARRIER (TYP)

Revisions: Date:

T H

BASEMENT

002A

STORAGE

ELECTRICAL

006A

ELEV

MACHINE

ROOM006

STORAGE

ELEVATOR

C001

CORRIDOR

003A

BASEMENT

005A

STORAGE

B02-

AE102

TR

004C

LIMITS OF CONSTRUCTION

FEC

E X

IT

LIMITS OF

CONSTRUCTION

BUILDING 02 SCOPE OF WORK DESCRIPTION

PARTIAL REMODEL OF THE BASEMENT LEVEL OF BUILDING 02 TO

ACCOMODATE 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)

SECOND FLOOR

FIRST FLOOR

ADDITIONAL NOTES

SEE OVERALL FLOOR PLAN

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 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 02

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 III (200) CONSTRUCTION - NON-SPRINKLERED

PATIENT BUILDING? NO

BASEMENT

BUILDING HEIGHT AND NUMBER OF STORIES LIMITATIONS

BUILDING HEIGHT (FT)

NUMBER OF STORIES

ALLOWED ACTUAL (UNCHANGED)

55'-0" 48'-3 1/2"

3 BASEMENT + 2

(IBC 2018 TABLE 504.3 AND 504.4)

USE ADMINISTRATION

(IBC 2018 TABLE 506.2)

ALLOWED ACTUAL (UNCHANGED)

6,406

6,381

6,396

12,77728,500

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

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 PARTITION RATING AND

DAMPER REQUIREMENTS

HAZARDOUS USE

ADJACENT SYMBOLS SHOW PARTITION RATING.

OPENINGS REQUIRE CLOSER & LATCH

(E) EXISTING

KEY PLAN

MAIN

ENTRY

BUILDING 2

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

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

NON-SPRINKLERED

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

:0

:2

P

M

B02- AE101

BASEMENT LEVEL FLOOR PLAN -

OVERALL

EHRM INFRASTRUCTURE

UPGRADES, MARION, IN

MARION, IN

610-21-701

B02

LA CM

16181

0 8' 16'4'

1/8" = 1'-0"

BASEMENT LEVEL FLOOR PLAN - OVERALL

003 003A

ELECTRICAL

006A

ELEV

MACHINE

ROOM

STORAGES001

ELEVATOR

TR

C001

CORRIDOR

RC1

RC2

LIMITS OF CONSTRUCTION

LIMITS OF

CONSTRUCTION

003A

ELECTRICAL

006A

ELEV

MACHINE

ROOM

C001

CORRIDOR

STORAGE

S001

ELEVATOR

DE2

DE3

DE1

DE4

LIMITS OF CONSTRUCTION

LIMITS OF

CONSTRUCTION

DE5

FLOOR PLAN KEYED NOTES

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

FL1

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

W/ TELECOMMUNICATIONS DRAWINGS, ACTUAL EQUIPMENT AND

EQUIPMENT INSTALLER.

FL2 REFER TO DETAILS 2 AND 3/AE211 FOR TYPICAL TR INTERIOR ELEVATIONS

FL3 ELECTRICAL PANEL - SEE ELECTRICAL

FL4

PREP FLOOR FOR SCHEDULED FINISH. SEE SPECIFICATION SECTION 09 05

16 SUBSURFACE PREPARATION FOR FLOOR FINISHES

FL5

NEW METAL STUD PARTITION INFILL TO EXTEND TO EXISTING MASONRY

ARCH ABOVE

FL6 STEP WALL FURRING BENEATH WINDOW SILL

FL7

SLOPE TOP OF FURRED STUD WALL CONSTRUCTION, WITH CONTINUOUS

BACKER ROD AND SEALANT AT JOINT BETWEEN GYP BD AND EXISTING

WALL. SIM AS SHOWN ON DETAIL 1/AE540

FL8

FULLY RECESSED 1-HR FIRE RATED FEC FOR NEW C02 EXTINGUISHER.

REFER TO SIMILAR DETAIL 6/AE211 FOR MORE INFORMATION.

FL9 PROVIDE WINDOW SECURITY FILM

FL10 ALUMINUM WINDOW SECURITY SCREEN

FL11 CARD READER / KEYPAD - SEE TELECOMMUNICATIONS

FL12

PATCH FLOOR AND WALL FINISHES TO PROVIDE A SMOOTH FINISH,

CONSISTENT W/ ADJACENT FINISH, WHERE WIRE PARTITION HAS BEEN

REMOVED

FL13

REFER TO SHEET GI003 FOR GENERAL PROJECT NOTES, MORE DETAILED

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

LEGENDS

FL14

REFER TO SHEET AE601 FOR DEFINITION OF PARTITION TYPES TAGGED IN

THE FLOOR PLANS, PARTITION GENERAL NOTES AND DETAILS

FL15 TELECOMMUNICATION RACK - SEE TELECOMMUNICATION DRAWINGS

FL16 GROUND BAR - SEE TELECOMMUNICATIONS

FL17

INSTALL FOUNDATION WALL CRYSTALLINE WATERPROOFING FROM BASE

OF WALL TO BOTTOM OF FINISHED CEILING ABOVE ALONG EXTENT OF

FOUNDATION WALL SHOWN WITH A DASHED BLUE LINE. SEE SECTION

DETAIL 4/B02-AE102 FOR MORE INFORMATION. AT WINDOWS, REMOVE AND

SALVAGE EXISTING TRIM BOARDS AS NECESSARY TO AID IN

WATERPROOFING INSTALLATION WITHOUT DAMAGING TRIM PIECES.

REINSTALL TRIM WHEN WATERPROOFING IS COMPLETE.

FL18

MODIFY EXISTING INTERIOR PARTITIONS ENCLOSING THIS ROOM TO A 1

HOUR FIRE BARRIER WALL ASSEMBLY. FIRESTOP ALL EXISTING AND NEW

PENETRATIONS AND JOINTS IN THESE FIRE BARRIER WALL ASSEMBLIES

USING FM OR UL APPROVED FIRESTOPPING SYSTEMS.

ELECTRICAL

C001

CORRIDOR

003A

006A

ELEV

MACHINE

ROOM

C001

CORRIDOR

STORAGE

S001

ELEVATOR

TR

B02-

AE540

FL1

FL2

FL3

XN3

FL4

XN3

XN3

XN3

XN3

XN3

ALIGN FL5

FL7FL6

FL8

FL10

FL9

FL11

FEC

FL12

FL13 FL14TYPICAL:

FL15

FL15

J3b

+/- 1'-8" 2"

B3b

LIMITS OF CONSTRUCTION

LIMITS OF

CONSTRUCTION

FL17

FL17FL17

FL18

DEMOLITION PLAN KEYED NOTES

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

DE1

REFER TO OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL SCOPE OF

DEMOLITION, INCLUDING CEILING MOUNTED ITEMS SUCH AS LIGHT

FIXTURES

DE2

REFER TO FIRE PROTECTION DRAWINGS FOR DEMOLITION OF EXISTING

EQUIPMENT

DE3 DEMO CONCRETE PAD

DE4

REMOVE AND DISPOSE OF EXISTING WIRE CAGE PARTITIONS, DOOR AND

ASSOCIATED HARDWARE. REFER TO OTHER DISCIPLINE DRAWINGS FOR

DEMOLITION OF CONTENTS OF THIS CAGE.

DE5

DEMO EXISTING FINISHED CEILING SYSTEM IN PREPARATION FOR NEW

RATED CEILING ASSEMBLY. SEE RCP.

REFLECTED CEILING PLAN KEYED NOTES

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

RC1

PATCH ALL EXISTING HOLES IN PLASTER OR GYPSUM CEILING WITH

GYPSUM LATH AND PLASTER / GYPSUM BOARD TO MATCH EXISTING.

FINISH AND PAINT TO MATCH EXISTING. EXISTING OR NEW PENETRATIONS

REQUIRED TO REMAIN SHOULD BE PATCHED AND CAULKED TO CLOSE ALL

JOINTS

RC2 WALL MOUNTED SPLIT SYSTEM AIR CONDITIONER - SEE MECHANICAL

EXISTING STONE/BRICK/CMU

MASONRY FOUNDATION WALL

CONSTRUCTION

AFTER REMOVAL OF BASE OF

WALL TO EXTENT DIMENSIONED

AND CONTINUOUSLY FOR

LENGTH OF WALL INDICATED IN

THE FLOOR PLAN TO REQUIRE

WATERPROOFING, APPLY

CRYSTALLINE WATERPROOFING

MIX TO INFILL GAP AS

RECOMMENDED BY THE

WATERPROOFING

MANUFACTURER

FIRE RATED PLYWOOD - SEE TYPICAL TR

ROOM ELEVATIONS ON SHEET AE211

5/8" WATER RESISTANT GYP BD

SEE FINISH PLAN FOR FLOOR

FINISH

SECOND (VISIBLE) COAT OF 2 COAT CRYSTALLINE

WATERPROOFING SYSTEM:

1 THICK REPAIR MORTAR COAT, APPLIED AT THICKNESS TO

LEAVE A SMOOTH SURFACE - APPROXIMATE THICKNESS OF 1/2" -

1". REFER TO MANUFACTURER FOR MINIMUMS AND MAXIMUMS

PERMITTED. IF DEPTH EXCEEDS 2", INSTALL LATHE AS

SUGGESTED BY THE WATERPROOFING MANUFACTURER.

EXTERIOR TELECOM ROOM (TR)

BASE AS SCHEDULED

SEE ENLARGED FLOOR PLAN THIS SHEET FOR

FURRING PARTITION TYPE

FIRST COAT OF 2 COAT CRYSTALLINE WATERPROOFING SYSTEM:

1 CEMENTITIOUS CRYSTALLINE WATERPROOFING SLURRY COAT

CONCENTRATE UNIFORMALLY APPLIED OVER PREPARED

FOUNDATION WALL SURFACE AT THICKNESS RECOMMENDED BY

THE WATERPROOFING MANUFACTURER. COVER ENTIRE SURFACE

FROM BOTTOM OF FLOOR TO UNDERSIDE OF FINISHED CEILING,

INCLUDING ALL MORTAR JOINTS, CRACKS, ETC.

PROVIDE WATERPROOFING MANUFACTURER'S

RECOMMENDED MORTAR MIX PATCHING MATERIALS

FOR MASONRY / JOINTS OR CRACKS WITH SIGNS OF

PREVIOUS LEAKING, IF DETERMINED NECESSARY BY

APPLICATOR OR MANUFACTURER'S REPRESENTATIVE

UNSOUND MORTAR SHOULD BE

REMOVED AND REPLACED WITH

WATERPROOFING

MANUFACTURER'S

RECOMMENDED PATCHING

MATERIAL

EXISTING FLOOR STRUCTURE

1"

1/

2"

6"

APPLY CRYSTALLINE WATERPROOFING

SLURRY COAT CONCENTRATE TO PREPARED

FLOOR SURFACE FOR A DEPTH OF 6" MIN,

CONTINUOUSLY TO EXTENT OF WALL

WATERPROOFING, AS RECOMMENDED BY

THE WATERPROOFING MANUFACTURER

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

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

NON-SPRINKLERED

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

:0

:3

P

M

B02- AE102

BASEMENT LEVEL ENLARGED

FLOOR PLAN, DEMO AND RCP

EHRM INFRASTRUCTURE

UPGRADES, MARION, IN

MARION, IN

610-21-701

B02

LA CM

16181

1/8" = 1'-0"

TR ROOM RCP

0 4' 8'2'

0 8' 16'4'

1/8" = 1'-0"

PARTIAL DEMOLITION PLAN

0 8' 16'4'

1/4" = 1'-0"

TR ROOM ENLARGED FLOOR PLAN

3" = 1'-0"

WALL SECTION @ FOUNDATION WALL WATERPROOFING

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

HM-F

WD-F

WIDTH

OPENING

O P

E N

IN

G

H E

IG

H

T

FINISHED

FLOOR

HMS-1

O P

E N

IN

G

H E

IG

H

T

WIDTH

OPENING

B02-

AE540

EXISTING STONE HEADER

EXISTING MASONRY

JAMB BEYOND

EXISTING WINDOW

SYSTEM

EXISTING STONE SILL

T.O. GRADE, ELEV VARIES

EXTERIOR INTERIOR

1 1/2"

ALUMINUM SCRIBE

ALUMINUM FRAME

STAINLESS STEEL

WOVEN MESH

APPLY WINDOW SECURITY FILM TO

INTERIOR FACE OF EXISTING

GLAZING AND SECURE TO WINDOW

FRAME WITH WET GLAZED IMPACT

ATTACHMENT SYSTEM

BACKER ROD & SEALANT AT

JOINT

2 3/4"

XN3

120°

EXTERIOR ALUMINUM

OPERABLE SIDE-HINGED

SECURITY SCREEN WITH BITT

KEY LOCKING SYSTEM

PROVIDE SLOPED GYP BD TOP

TO FURRED OUT WALL

CONSTRUCTION BENEATH

EXISTING WINDOW

SEE TYPICAL INTERIOR

ELEVATIONS FOR TR ROOMS ON

SHEET AE211 FOR LOCATIONS

AND TYPE OF PLYWOOD

NEW WALL CONSTRUCTION

BEYOND

B02-

AE540

APPLY WINDOW SECURITY FILM TO INTERIOR

FACE OF EXISTING GLAZING AND SECURE TO

WINDOW FRAME WITH WET GLAZED IMPACT

ATTACHMENT SYSTEM

STAINLESS STEEL

WOVEN MESH

4'-0" RO - (FIELD VERIFY EXISTING)

ALUMINUM SCRIBE,

FASTENED BY CONTRACTOR

ALUMINUM FRAME

1/

2"

TYPICAL JAMB CONSTRUCTION,

BOTH SIDES:

EXTERIOR ALUMINUM OPERABLE

SIDE-HINGED SECURITY SCREEN

WITH BITT KEY LOCKING SYSTEM

EXISTING STONE SILL EXISTING MASONRY JAMB

STEP IN WALL FURRING

AT BOTH SIDES OF

WINDOW JAMB

XN3

EXISTING

INTERIOR SILL

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 5/B02-AE540 FOR HM DOOR FRAME PROFILE INFO.

5 7/8"

NOTE:

1. FOR PARTITION THICKNESS SEE PLANS AND PARTITION

TYPE DETAILS.

2. SEE 5/B02-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

5/ 8"

2"

(DOOR SIDE)

1 15/16"

VARIES

VARIES

1/2" 1/2"

GAGE AS

SPECIFIED

PARTITION DIM

FINISHED

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

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

NON-SPRINKLERED

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

:0

:3

P

M

B02- AE540

OPENING DETAILS, TYPES AND

SCHEDULE

EHRM INFRASTRUCTURE

UPGRADES, MARION, IN

MARION, IN

610-21-701

B02

LA CM

16181

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

CORRIDOR TR 004 3'-0" 8'-0" HM-F NONE HMS-1 4/B02-AE540 3/B02-AE540 3.2 45

TYPES - PANELS TYPES - FRAMES

1 1/2" = 1'-0"

TYP SECURED WDW SECTION DETAIL

1 1/2" = 1'-0"

TYP SECURED WDW ENLARGED PLAN DETAIL

1 1/2" = 1'-0"

HM DOOR FRAME @ HEAD

1 1/2" = 1'-0"

HM DOOR FRAME @ JAMB

3" = 1'-0"

STANDARD HM DOOR FRAME

ELECTRICAL

C001

CORRIDOR

003A

006A

ELEV

MACHINE

ROOM

C001

CORRIDOR

STORAGES001

ELEVATOR

TR

IN-03.01

IN-01.31

FN2

FN1

SD-1

EXIST FLRG

LIMITS OF CONSTRUCTION

LIMITS OF

CONSTRUCTION

FINISH PLAN KEYED NOTES

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

FN1 FINISH WALLS 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

WALL

PROTECTION

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

FLOOR FINISH

TRANSITION

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

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

NON-SPRINKLERED

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

:0

:3

P

M

B02- AF102

BASEMENT LEVEL FINISH AND

WAYFINDING PLAN

EHRM INFRASTRUCTURE

UPGRADES, MARION, IN

MARION, IN

610-21-701

B02

CM MRP

16181

1/8" = 1'-0"

TR ROOM FINISH PLAN

0 8' 16'4'

TR

002A

STORAGE

BASEMENT

CORRIDOR

STORAGE

005A

STORAGE

ELEV MACH

ROOM

002B Room

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

TB3b TB3b

TB3b

(3 6"

M

IN

C

LR

'-9

PERMANENT DOOR PANELS NOT

TO BE INSTALLED DURING THE

DURATION OF TIME THE

TEMPORARY CONSTRUCTION

BARRIER IS IN PLACE, TYP AT

ALL CONSTRUCTION BARRIERS

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

PHASE 1:

CONSTRUCTION PROJECT ACTIVITY TYPE - B & 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 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. 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

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 5

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

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

NON-SPRINKLERED

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

:0

:2

P

M

B05-GC101

BASEMENT LEVEL INFECTION

CONTROL AND PHASING PLAN

EHRM INFRASTRUCTURE

UPGRADES, MARION, IN

MARION, IN

610-21-701

B05

LA CM

16181

1/8" = 1'-0"

BASEMENT LEVEL ICRA, CONSTRUCTION BARRIER & PHASING PLAN

1 1/2" = 1'-0"

TYPES - TEMPORARY PARTITION - ICRA

12" = 1'-0"

CRITICAL BARRIER PREP DETAIL

0 2' 4'1'

0 8' 16'4'

1/2" = 1'-0"

HT

002A

STORAGE

BASEMENT

CORRIDOR

TR

STORAGE

005A

STORAGE

ELEV MACH

ROOM

002B Room

B05-

AE102

FEC

E X

IT

LI

M

IT

S

O F

C O

N S

T R

U C

T

IO

N

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

BUILDING 05 SCOPE OF WORK DESCRIPTION

PARTIAL REMODEL OF THE BASEMENT LEVEL OF BUILDING 05 TO

ACCOMODATE 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)

SECOND FLOOR

FIRST FLOOR

ADDITIONAL NOTES

SEE OVERALL FLOOR PLAN

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 05

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 III (211) CONSTRUCTION - NON-SPRINKLERED

PATIENT BUILDING? NO

BASEMENT

BUILDING HEIGHT AND NUMBER OF STORIES…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated .