Atch 3 - ARCH 1of 4 - DRAWINGS.pdf
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- Attached to
- Y1AZ--EHRM Infrastructure Upgrades Construction - Marion Federal contract opportunity
- Solicitation number
- 36C77622B0040
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.
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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
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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
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/1
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: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
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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…
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