01_General.pdf
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- Y1DA--757-22-705 EHRM Infrastructure Upgrades - Columbus, OH - Tier 2 Construction (VA-22-00108764)
- Solicitation number
- 36C77623R0150
About this file
This document package includes construction documents and specifications for infrastructure upgrades at a Department of Veterans Affairs medical center. The project involves renovations to Building 1, the Energy Building, and the Engineering Building at the Chalmers P. Wylie VA medical center in Columbus, Ohio. The construction documents provide architectural, structural, mechanical, electrical and telecommunications drawings and details for the upgrades. Specifications cover requirements for general construction, hazardous materials abatement, fire protection systems, and infection control risk assessment protocols during the work. Bidders are advised to carefully review all 78 pages of drawings and specifications to understand the full scope of the Tier 2 infrastructure upgrades at the VA facility.
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th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project NumberCONSULTANTS:
Drawing #
U.S. DEPARTMENT OF VETERANS AFFAIRS
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH FIRM REG. NO. 20314270 EXP. 06/30/2023
ENGR FIRM REG. NO. 06253 EXP. 06/30/2024
FIRE PROTECTION ENGR
POOLE FIRE PROTECTION
19910 WEST 161ST ST.
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT (RSH)
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
STRUCT ENGR
STAND (SEI)
8234 ROBINSON ST
OVERLAND PARK, KS 66204
(913) 214-2169
COMMISSIONING
ES2
13401 N SANTE FE AVE
OKLAHOMA CITY, OK
(405) 528-4500
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
TELECOMMUNICATION
ASPEN COMMUNICATIONS
7 KIJI-DAVA CIRCLE, STE A
PRESCOTT, AZ 86301
(928) 774-0992
MECH / ELEC / PLUMB ENGR
SPUR DESIGN
2519 MADISON AVE, STE 100
KANSAS CITY, MO 64108
(913) 369-7200
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
PHYSICAL SECURITY
/3
/2
:4 :3
P
M
COVER SHEET
ZDL 1 OF 78BKM
FINAL BID DOCUMENTS
EHRM INFRASTRUCTURE UPGRADES - TIER 2
VA PROJECT NUMBER: 757-22-705
EHRM INFRASTRUCTURE
UPGRADES - TIER 2
06/02/2023
757-22-705
CHALMERS P. WYLIE VA
420 NORTH JAMES ROAD
COLUMBUS, OHIO 43219-1834
CHALMERS P. WYLIE VA AMBULATORY CARE CENTER
420 NORTH JAMES ROAD
COLUMBUS, OHIO 43219-1834
FINAL BID DOCUMENTS
GI000
BLDG 1, ENERGY BLDG, & ENGR. BLDG
SPUR #: 1791.19
SHEET INDEX
SEQUENCE NUMBER SHEET NAME
[07] ELECTRICAL
43 E-001 ELECTRICAL AND SECURITY LEGEND
44 E-101 REFERENCE PLANS
45 E-102 REFERENCE PLANS
46 E-401 ENLARGED PLANS
47 E-402 ENLARGED PLANS
48 E-403 ENLARGED PLANS
49 E-404 ENLARGED PLANS
50 E-405 ENLARGED PLANS
51 E-406 ENLARGED PLANS
52 E-407 ENLARGED PLANS
53 E-408 ENLARGED PLANS
54 E-409 ENLARGED PLANS
55 E-410 ENLARGED PLANS
56 E-411 ENLARGED PLANS
57 E-501 ELECTRICAL DETAILS
58 E-502 ELECTRICAL DETAILS
59 E-600 ELECTRICAL ONE-LINE DIAGRAM
60 E-601 ELECTRICAL SCHEDULES
61 E-602 ELECTRICAL SCHEDULES
62 E-603 ELECTRICAL SCHEDULES
63 E-604 ELECTRICAL SCHEDULES
64 E-605 ELECTRICAL SCHEDULES
65 E-606 ELECTRICAL SCHEDULES
[08] TELECOMMUNICATION
66 T-000 TECHNOLOGY LEGEND & ABBREVIATIONS
67 T-100 TECHNOLOGY FLOOR PLAN - BLDG 1A - LVL 1 & 2
68 T-101 TECHNOLOGY FLOOR PLAN - BLDG 1A - LVL 3 & 4, ENG. BLDG, & ENERGY CENTER
69 T-300 TECHNOLOGY ENLARGED PLAN - BLDG 1A - LVL 1
70 T-301 TECHNOLOGY ENLARGED PLAN - BLDG 1A - LVL 1 & 2
71 T-302 TECHNOLOGY ENLARGED PLAN - BLDG 1A - LVL 2
72 T-303 TECHNOLOGY ENLARGED PLAN - BLDG 1A - LVL 2 & 3
73 T-304 TECHNOLOGY ENLARGED PLAN - BLDG 1A - LVL 4, ENG. BLDG, & ENERGY CENTER
74 T-305 TECHNOLOGY ENLARGED PLAN - BLDG 1A - LVL 4 - MCR
75 T-306 TECHNOLOGY ENLARGED PLAN - BLDG 1A - LVL 4 - MCR
76 T-400 TECHNOLOGY DETAILS
77 T-401 TECHNOLOGY DETAILS
78 T-402 TECHNOLOGY DETAILS
TOTAL SHEETS: 78
SHEET INDEX
SEQUENCE NUMBER SHEET NAME
[01] GENERAL
1 GI000 COVER SHEET
2 GI001 GENERAL INFORMATION
3 GI002 ICRA CONSTRUCTION DETAILS
[02] HAZARDOUS MATERIALS
4 HA100 BUILDING 1 - ROOF - ENVIRONMENTAL HAZARDS
[03] STRUCTURAL
5 S-001 STRUCTURAL GENERAL NOTES
6 S-102 REFERENCE PLANS - BLDG 1 - LEVELS 3 & 4, ENERGY, & ENGINEERING
[04] ARCHITECTURAL
7 AE001 PARTITION TYPES
8 AE101 REFERENCE PLANS - BUILDING 1
9 AE102 REFERENCE PLANS - BLDG 1, ENERGY BLDG, & ENGINEERING BLDG
10 AE401 ENLARGED PLANS - BLDG 1 - LEVEL 1
11 AE402 ENLARGED PLANS - BLDG 1 - LEVEL 1 & 2
12 AE403 ENLARGED PLANS - BLDG 1 - LEVEL 2
13 AE404 ENLARGED PLANS - BLDG 1 - LEVEL 2 & 3
14 AE405 ENLARGED PLANS - BLDG 1 - LEVEL 4, ENERGY BLDG, AND ENGR. BLDG
15 AE406 ENLARGED PLANS - BLDG 1 - LEVEL 4
16 AE407 ENLARGED PLANS - BLDG 1 - LEVEL 4
17 AE408 ENLARGED PLANS - BLDG 1 - PARTIAL ROOF
18 AE601 DOOR AND FINISH SCHEDULE
[05] FIRE PROTECTION
19 FA001 FIRE ALARM GENERAL NOTES, LEGEND, AND DIAGRAMS
20 FA101 FIRE ALARM OVERALL PLANS
21 FA102 FIRE ALARM OVERALL PLANS
22 FA401 ENLARGED FIRE ALARM PLANS
23 FA402 ENLARGED FIRE ALARM PLANS
24 FA403 ENLARGED FIRE ALARM PLANS
25 FX101 FIRE SUPPRESSION HAZARD CLASSIFICATION OVERALL PLANS
26 FX102 FIRE SUPPRESSION HAZARD CLASSIFICATION OVERALL PLANS
27 FX401 ENLARGED FIRE SUPPRESSION HAZARD CLASSIFICATION PLANS
28 FX402 ENLARGED FIRE SUPPRESSION HAZARD CLASSIFICATION PLANS
29 FX403 ENLARGED FIRE SUPPRESSION HAZARD CLASSIFICATION PLANS
30 SH001 CLEAN AGENT NOTES, DETAILS, AND PLAN
[06] MECHANICAL
31 M-000 LEGEND AND ABBREVIATIONS
32 M-101 REFERENCE PLANS - BLDG 1 - LEVELS 1 & 2
33 M-102 REFERENCE PLANS - BLDG 1 - LEVELS 3 & 4, ENERGY, & ENGINEERING
34 M-401 ENLARGED PLANS - BLDG 1 - LEVEL 1
35 M-402 ENLARGED PLANS - BLDG 1 - LEVELS 1 & 2
36 M-403 ENLARGED PLANS - BLDG 1 - LEVELS 2, 3, & 4
37 M-404 ENLARGED PLANS - BLDG 1 - MCR
38 M-405 ENLARGED PLANS - BLDG 1 - 4TH FLOOR ROOF
39 M-406 ENLARGED PLANS - BLDG 1, ENERGY, & ENGINEERING
40 M-501 MECHANICAL DETAILS
41 M-601 MECHANICAL SCHEDULES
42 M-701 MECHANICAL CONTROLS
LOCATION
PLAN
N
AREA
PLAN
N
PROJECT LOCATION
BUILDING 1
ENGR. BLDG
ENERGY BLDG
No. REVISION DESCRIPTION DATE
ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS
4' -0
M
A X
4' -0
M
A X
2' -1
0" M
A X
2' -3
M
IN
1'-6" MIN
1. GENERAL CONTRACTOR TO PROVIDE METAL SUPPORT
BLOCKING FOR ALL WALL MOUNTED ACCESSORIES,
FIXTURES, AND EQUIPMENT.
2. PROVIDE ADA SUPPORT BRACKETS PLACED AT ALL OPEN
COUNTERTOPS @ 36"-48" MAX ON CENTER.
3. SPECIFIED MAXIMUMS ARE MEASURED FROM AFTER
FINISHED FLOOR TO THE OPERABLE PART OF THE FIXTURE.
4. FIXTURES SHOWN ARE REPRESENTATIONAL ONLY. NOT ALL
FIXTURES MAY BE USED. REFER TO SPECIFICATIONS FOR
FIXTURE TYPES USED IN THIS PROJECT.
5. FIXTURES MAY OVERLAP WAINSCOT. WHERE APPLICABLE,
BACKING TO BE PROVIDED AS SHIM FOR FLUSH
APPLICATION. SHIM TO MATCH SCHEDULED WALL FINISH.
6" MAX
9" M
IN
SHOWER
VA TOILET ROOM
TURNING RADIUS
DRINKING
FOUNTAIN
PAPER TOWEL
DISPENSER
SANITARY
NAPKIN
DISPENSER
4' -0
"M A
X
WASTE
RECEPTACLE
LAVATORY
WITH MIRROR
ON CENTER
WALL
4' -0
M
A X
SOAP
DISPENSER
2' -1
0" M
A X
T O
B .O
. R E
F
LE
C T
IV
E
S U
R F
A C
E
3' -4
"M A
X
17 MIN
2' -3
M
IN
3' -0
M
A X
1'-6" MIN
WALL
2' -9
" 4' -0
M
IN
2'-0" MIN
8" MIN
WALL
LAVATORY
WITH APRON
1' -5
M
A X
1'-6" MIN
URINAL
WALL
1'-5" - 1'-7" (AMBULATORY)
1'-4" - 1'-6" (WHEELCHAIR)
CLEAR FLOOR
5'-6"
CLEAR FLOOR
6'-0"
3'-0" MIN
2' -9
3' -0
1'-0" MIN
3'-6" MIN 1'-0"MAX
4'-6" MIN
1' -5
'-7
1' -6
M
IN
A N
S I I
C C
A
7.
1)
1' -3
M
IN
A D
A /A
B A
2' -9
'-0
WALL
WALL
4' -0
M
A X
WALL HOOK
7' -0
CLOCK
WALL
FINISHED FLOOR
FIRE EXTINGUISHER
CABINET
WEIGHT > 40LBS
FIRE EXTINGUISHER
CABINET
WEIGHT < 40LBS
4' -0
"M A
X
4' -0
M
A X
TOILET SEAT
COVER
DISPENSER
BABY
CHANGING
STATION
CLEAR FLOOR SPACE
@ WATER CLOSET
5'-6"
2'-6"
4' -0
2'-6"
4' -0
HANDRAILS AND
BUMPERGUARDS
FIXTURE MOUNTING HEIGHTS AND CLEARANCES
18" MIN
M
IN
FRONT APPROACH,
PULL SIDE
36" MIN
M
IN
HINGE APPROACH,
PULL SIDE
HINGE APPROACH,
PULL SIDE
*12" MIN48
M
IN
FRONT APPROACH,
PUSH SIDE
M
IN
HINGE APPROACH,
PUSH SIDE
22" MIN 24" MIN
*4 8"
M
IN
LATCH APPROACH,
PULL SIDE
24" MIN*4
2"
M
IN
LATCH APPROACH,
PUSH SIDE
*IF BOTH CLOSER
AND LATCH ARE
PROVIDED
*54" MIN IF CLOSER
IS PROVIDED
*48" IF CLOSER IS
PROVIDED
FRONT APPROACH,
PUSH SIDE
M
IN
42" MIN
DOOR AND FIXTURE CLEARANCES
MATERIALS LEGEND
PURPOSE: THE PUBLIC BUILDINGS AMENDMENT ACT OF 1988, PUBLIC LAW (PUB. L.) 100-678 REQUIRES FEDERAL AGENCIES TO FOLLOW NATIONAL RECOGNIZED "MODEL" BUILDING CODES. THE FEDERAL PARTICIPATION IN THE DEVELOPMENT AND USE OF VOLUNTARY STANDARDS, OFFICE OF MANAGEMENT AND BUDGET (OMB) CIRCULAR A-119, REQUIRES ALL EXECUTIVE AGENCIES TO RELY ON VOLUNTARY STANDARDS, BOTH DOMESTIC AND INTERNATIONAL, WHENEVER FEASIBLE, AND TO PARTICIPATE IN
VOLUNTARY STANDARD BODIES.
GENERAL: VA HAS ADOPTED THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS AS A MINIMUM FOR ALL PROJECTS PERFORMED IN THE MODERNIZATION, ALTERATION, ADDITION, OR IMPROVEMENT OF ITS REAL PROPERTY AND THE CONSTRUCTION OF NEW STRUCTURES. VA DESIGN MANUALS AND MASTER SPECIFICATIONS
SPECIFY OTHER CODES AND STANDARDS THAT VA FOLLOWS ON ITS PROJECTS:
• VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER GUIDANCE ON THE TECHNICAL
INFORMATION LIBRARY (TIL) (HTTP://WWW.CFM.VA.GOV/TIL/).
• 2021 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)
• 2021 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)
• 2021 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)
• 2021 NATIONAL FIRE CODES (NFPA)
• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.
• 2020 VA SEISMIC DESIGN REQUIREMENTS, H-18-8
• 2021 INTERNATIONAL MECHANICAL CODE
• 2023 NATIONAL ELECTRICAL CODE (NEC), NFPA 70
• 2021 INTERNATIONAL PLUMBING CODE (IPC)
• 2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.
• 2015 ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)
• 2017 ANSI ICC A117.1 ACCESIBLE AND USABLE BUILDINGS AND FACILITIES
• 2019 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)
• 2017 STEEL CONSTRUCTION MANUAL (15TH EDITION), AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
• ENERGY POLICY ACT OF 2005 (EPACT)
• 2007 DOE INTERIM FINAL RULE: ENERGY CONSERVATION STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND
NEW LOW-RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND 435.
• 2006 FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND SUSTAINABLE BUILDINGS: MEMORANDUM OF UNDERSTANDING (MOU)
• 2018 EXECUTIVE ORDER 13834: EFFICIENT FEDERAL OPERATIONS
• 2021 THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS. STATED IN THE GENERAL REQUIREMENTS SECTION 010000 OF THE VA MASTER CONSTRUCTION
SPECIFICATION.
• 2019 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1
• 2019 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15
LOCAL CODES: AS AN AGENCY OF THE FEDERAL GOVERNMENT, VA IS NOT SUBJECT TO LOCAL IMPOSITION OF CODE ENFORCEMENT PROCEDURES (DRAWING REVIEWS, BUILDING PERMITS, INSPECTIONS, FEES, ETC.). VA MUST FUNCTION AS THE AUTHORITY HAVING JURISDICTION (AHJ) AND THUS HAS THE RESPONSIBILITY TO GUARD PUBLIC HEALTH AND SAFETY THROUGH ENFORCING ITS ADOPTED CODES. HOWEVER, LOCAL AUTHORITIES SHOULD BE NOTIFIED ABOUT PLANNED PROJECTS AND GIVEN OPPORTUNITY TO REVIEW DRAWINGS PROVIDED THAT VA DOES NOT PAY FOR REVIEW OR INSPECTION FEES.
NOTES:
1. NFPA 101 PRIMARILY ADDRESSES LIFE SAFETY AND FIRE PROTECTION FEATURES WHILE THE IBC ADDRESSES A WIDE RANGE OF CONSIDERATIONS, INCLUDING, BUT
NOT LIMITED TO, STRUCTURAL STRENGTH, SEISMIC STABILITY, SANITATION, ADEQUATE LIGHT AND VENTILATION, AND ENERGY CONSERVATION. VA BUILDINGS MUST MEET THE REQUIREMENTS OF NFPA 101 AND DOCUMENTS REFERENCED BY NFPA 101 IN ORDER TO COMPLY WITH THE ACCREDITATION REQUIREMENTS OF THE JOINT COMMISSION. THEREFORE, DESIGNS SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF NFPA 101 AND DOCUMENTS REFERENCED THEREIN.
DESIGN FEATURES NOT ADDRESSED BY NFPA 101 OR DOCUMENTS REFERENCED THEREIN SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE IBC OR AS OTHERWISE ADDRESSED ABOVE IN THIS PROGRAM GUIDE. FOR DESIGN FEATURES THAT ARE ADDRESSED BY BOTH THE IBC AS WELL AS NFPA 101 OR A DOCUMENT REFERENCED BY NFPA 101, THE REQUIREMENTS OF NFPA 101 OR THE DOCUMENT REFERENCED BY NFPA 101 SHALL BE USED EXCLUSIVELY (THIS APPLIES
EVEN IF THE IBC REQUIREMENTS ARE DIFFERENT).
2. CONFLICTS BETWEEN NATIONALLY RECOGNIZED CODES AND STANDARDS AND VA REQUIREMENTS – SHOULD A CONFLICT EXIST BETWEEN VA REQUIREMENTS AND VA ADOPTED NATIONALLY RECOGNIZED CODES AND STANDARDS, THE CONFLICT SHALL BE BROUGHT TO THE ATTENTION OF VA. THE RESOLUTION OF THE CONFLICT SHALL BE MADE BY THE AUTHORITY HAVING JURISDICTION FOR VA TO ENSURE A CONSISTENCY SYSTEM WIDE.
ASHRAE 90.1 - 2019 EDITION
BUILDING LOCATION: COLUMBUS, OHIO - FRANKLIN COUNTY
CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 4A
INTERIOR DESIGN CONDITIONS:
THE INTERIOR DESIGN TEMPERATURES FOR HEATING AND COOLING AS DEPICTED IN THE PROJECT DESIGN CONDITIONS SCHEDULE IN THE MECHANICAL CONTROL DRAWINGS SHALL BE THE MAXIMUM
AND MINIMUM VALUES FOR THE ASSOCIATED TEMPERATURE CONTROL ZONES.
BUILDING ENVELOPE REQUIREMENTS (5.5 )
BUILDING ENVELOPE REQUIREMENTS FOR CLIMATE ZONE 4 (A,B,C)
ROOFS REQUIRED DESIGNED
INSULATION: R-25 c.i. EXISTING
METAL BUILDINGS: R-10 + R-19 FC N/A
ATTIC AND OTHER: R-38 N/A
WALLS, ABOVE GRADE
MASS: R-7.6 c.i. N/A METAL BUILDING: R-0 + R-9.8 c.i. N/A STEEL-FRAMED: R-13 + R-5 c.i. EXISTING
WOOD-FRAMED AND OTHER: R-13 N/A
WALL, BELOW GRADE
BELOW-GRADE WALL: NR EXISTING
FLOORS
MASS: R-10 c.i. EXISTING
STEEL-FRAMED: R-30 EXISTING
WOOD-FRAMED AND OTHER: R-30 N/A
SLAB-ON-GRADE FLOORS
UNHEATED SLABS: NR EXISTING
HEATED SLABS: R-15 for 24 in. N/A
OPAQUE DOORS
SWINGING: U-0.370 EXISTING
NONSWINGING: U-0.310 N/A
FENESTRATION (TABLE 5.5-4):
VERTICAL FENESTRATION, U-FACTOR
FIXED: U-0.25 EXISTING
OPERABLE: U-0.23 EXISTING
ENTRANCE DOOR: U-0.23 EXISTING
DEFINITIONS
c.i = CONTINUOUS INSULATION Ls = LINEAR SYSTEM
NR = NO (INSULATION) REQUIREMENT
ENERGY REQUIREMENTS
N
1. DRAWINGS ARE PART OF A COMPLETE DOCUMENTS SET. CONTRACTOR SHALL CONFIRM
ALL ITEMS REQUIRED BASED UPON THE OVERALL DESIGN INTENT OF THE ENTIRE
DOCUMENT SET.
2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, PRIOR TO BEGINNING ANY WORK,
TO CONFIRM THE ACCURACY OF THE DRAWINGS AND REPORT ANY DISCREPANCIES TO
THE ARCHITECT. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND
EXISTING STRUCTURAL CONDITIONS.
3. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT SHALL BE KEPT
CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES.
4. ERECT BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF THE
CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO SEPARATE WORK
AREAS FROM THE EXISTING FACILITIES.
5. ALL TRASH AND DEBRIS TO BE REMOVED ON A DAILY BASIS.
6. PROVIDE PROTECTION FOR ALL EXISTING SURFACES AND CONDITIONS TO REMAIN IN
PLACE DURING THE SCOPE OF WORK. SHOULD ANY DAMAGE OCCUR, PATCH AND REPAIR
ANY DAMAGE TO ADJACENT FINISHES TO MATCH EXISTING.
7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE REPAIRED OR
REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO ADDITIONAL COST TO THE OWNER.
8. COVER ALL RETURN AIR GRILLES WITHIN THE AREA OF CONSTRUCTION TO PREVENT
PARTICULATE MATERIAL FROM EXHAUSTING INTO SURROUNDING SPACES.
9. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY SUSPENDED TO PROVIDE
ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.
10. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO COORDINATE WITH OTHER
DISCIPLINES TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS. DRAWINGS, AS A
WHOLE, REPRESENT A COMPLETE SET AND DEPICT REQUIREMENTS FOR COMPLETE AND
OPERATIONAL SYSTEMS. INDIVIDUAL DRAWINGS MAY NOT DEPICT COMPLETE AND
ACCURATE INFORMATION TO COORDINATE COMPLETE AND OPERATIONAL SYSTEMS, BUT
DO SO AS AN ENTIRE DOCUMENT TO BE REFERENCED WITH OTHER INDIVIDUAL
DRAWINGS. CONTRACTOR AND SUBCONTRACTORS ARE REQUIRED TO REFERENCE OTHER
SHEETS AND SPECIFICATIONS AS AN ENTIRE SET OF CONSTRUCTION DOCUMENTS THAT
REFLECT WORK REQUIRED TO ACHIEVE A COMPLETE AND OPERATIONAL GOAL. LACK OF
COORDINATION AND REVIEW OF DRAWINGS AND SPECIFICATIONS AS AN ENTIRE
DOCUMENT TO INSTALL COMPLETE AND OPERATIONAL SYSTEMS, BEING OBVIOUS AND
TYPICAL INDUSTRY STANDARD, IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS,
SHALL NOT BE IN ANY WAY AN ADDITIONAL COST TO THE GOVERNMENT.
11. CONTRACTOR SHALL SUBMIT A REQUEST, IN WRITING, TO INTERRUPT ANY SUCH
SERVICES TO COR (CONTRACTING OFFICER’S REPRESENTATIVE) 48 HOURS IN ADVANCE
OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF,
AND APPROXIMATE DURATION OF SUCH INTERRUPTION. MAJOR INTERRUPTIONS OF ANY
SYSTEM MUST BE REQUESTED, IN WRITING, AT LEAST 60 CALENDAR DAYS PRIOR TO THE
DESIRED TIME AND SHALL BE PERFORMED AS DIRECTED BY THE COR. MAJOR
INTERRUPTIONS SHALL BE COORDINATED WITH OTHER MAJOR INTERRUPTIONS AND MAY
NOT BE SCHEDULED FOR ONE DISCIPLINE MORE THAN TWICE THROUGHOUT THE OVERALL
CONSTRUCTION SCHEDULE UNLESS REQUESTED IN WRITING AND APPROVED BY THE COR.
CONTRACTOR WILL BE ADVISED, IN WRITING, OF APPROVAL OF REQUEST, OR OF WHICH
OTHER DATE AND/OR TIME SUCH INTERRUPTION WILL CAUSE THE LEAST INCONVENIENCE
TO OPERATIONS OF THE MEDICAL CENTER. INTERRUPTION TIME APPROVED BY THE
MEDICAL CENTER MAY OCCUR AT TIMES OTHER THAN CONTRACTOR'S NORMAL WORKING
HOURS. SCHEDULE INTERRUPTION MAY BE ON WEEKENDS OR LATE HOURS AND MAY NOT
BE AN ADDITIONAL COST TO THE GOVERNMENT. COORDINATE ALL INTERRUPTIONS THAT
MAY AFFECT THE NORMAL OPERATION OF THE FACILITY WITH THE COR WHEN
SUBMITTING THE CONSTRUCTION SCHEDULE OR UPDATES TO THE CONSTRUCTION
SCHEDULE.
12. NO ASBESTOS CONTAINING MATERIALS ARE TO BE USED ON THIS PROJECT. SPUR
DESIGN, THE A/E OF RECORD, CAN CERTIFY THAT NO ASBESTOS CONTAINING BUILDING
MATERIALS (ACBM) OR LEAD BASED PAINT (LBP) PRODUCTS WERE DESIGNED/SPECIFIED
AS BUILDING MATERIAL IN ANY OF THE CONSTRUCTION DOCUMENTS.
13. REFER TO THE DESIGN BINDER FOR THE ICRA INFORMATION DOCUMENTATION.
14. CONTRACTOR TO COORDINATE DEMOLITION, PREPARATION, AND INSTALLATION OF
EXISTING AND NEW FLOORING IN EACH TELECOM ROOM WITH THE REMOVAL AND
INSTALLATION OF EACH TELECOM RACK IN ORDER TO ELIMINATE PERIODS OF
INOPERATION.
15. REFER TO DISCIPLINE SPECIFIC DESIGN NARRATIVES INCLUDING HAZARDOUS MATERIALS, STRUCTURAL, ARCHITECTURAL, FIRE PROTECTION, MECHANICAL, ELECTRICAL, AND
TELECOMMUNICATION FOR OVERALL PROJECT SUMMARIES AND SYSTEM DESCRIPTIONS.
GENERAL NOTES
AREA NAME
150 SF
A101
A101
SIM
A
00.0
A101
1 1
A101
LEVEL NAME
00'-00"
00'-00" 4B
3A
FIBERGLASS BATT
INSULATION
RIGID INSULATION
CONCRETE / PRECAST
CONCRETE
EARTH / SOIL
SAND, EIFS FINISH, OR
PLASTER FINISH
GYPSUM BOARD FINISH
BRICK
CONCRETE MASONRY
UNIT
STONE / CAST STONE
GYPSUM BOARD SECTION
EXTERIOR SHEATHING
BOARD SECTION
PLYWOOD SECTION
CLEAN UTILITY
000A
150 SF
1 / A101
X0000
6"
3' -0
M
A X
ROOM TAG
AREA TAG
SPECIALTY EQUIPMENT TAG
DOOR TAG
KEYED NOTE TAG
WALL TAG
WINDOW TAG
A101
SIM
A101
SIM
A
ACB ACOUSTIC CEILING BAFFLE
ACP ACOUSTIC CEILING PANEL
ACST ACOUSTIC
ADA AMERICANS WITH DISABILITIES ACT
ACT ACOUSTICAL CEILING TILE
ADDL ADDITIONAL
ADDN ADDITION
ADJ ADJACENT, ADJOINING, OR
ADJUSTABLE
ADMIN ADMINISTRATION
AE ARCHITECT/ENGINEER
AF ACCESS FLOORING
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AHJ AUTHORITY HAVING JURISDICTION
AIA AMERICAN INSTITUTE OF
ARCHITECTS
ALT ALTERNATE
ALT NO ALTERNATE NUMBER
ALUM ALUMINIUM (TRIM)
AMT AMOUNT
APPROX APPROXIMATE
ARCH ARCHITECT
ASC ABOVE SUSPENDED CEILING
AT ACOUSTIC CEILING TILE
AVG AVERAGE
B
BD BOARD
BLDG BUILDING
BLKG BLOCKING
BLT IN BUILT-IN
BOS BOTTOM OF STEEL
BOT BOTTOM
BRKT BRACKET
BTWN BETWEEN
C
CAB CABINET
CAV CAVITY
CBB CONCRETE BACKER BOARD
CD CONSTRUCTION DOCUMENTS
CFM CUBIC FEET PER MINUTE
CFS CUBIC FEET PER SECOND
CG CORNER GUARD
CH BD CHALK BOARD
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLG HT CEILING HEIGHT
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CONTRACTING OFFICER
COL COLUMN
COMM COMMUNICATION
CONC CONCRETE
CONT CONTINUOUS
COORD COORDINATE
COR CONTRACTING OFFICER'S
REPRESENTATIVE
CP CONTRACTOR PROVIDED
CP/CI CONTRACTOR PROVIDED /
CONTRACTOR INSTALLED
CPT CAROET/CARPET TILE
CS CONCRETE SEALED
CSWK CASEWORK
CT CERAMIC TILE
CTB CERAMIC TILE BASE
CTR CENTER
CU FT CUBIC FEET
D
DBL DOUBLE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DIR DIRECTION
DIST DISTANCE
DOC DOCUMENT
DR DOOR
DS DOWNSPOUT
DWG DRAWING
DWP DIMENSIONAL WALL PANEL
E
EA EACH
EJ EXPANSION JOINT
EL ELEVATION
ELEV ELEVATOR
ENTR ENTRANCE
EPY EPXOY FLOORING
EQ EQUAL
ETR EXISTING TO REMAIN
EX EXISTING
EXP EXPOSED
EXT EXTERIOR
F
FAB FABRIC
FED FEDERAL
FF FINISH FACE
FF EL FINISH FLOOR ELEVATION
FIN FINISH
FIN BS FINISH BOTH SIDES
FIN FLR FINISH FLOOR
FIN GR FINISH GRADE
FIXT FIXTURE
FLDG FOLDING
FLEX FLEXIBLE
FLG FLOORING
FLMT FLUSH MOUNT
FLR FLOOR
FOC FACE OF CONCRETE
FOM FACE OF MASONRY
FP FIRE PROTECTION
FR FIRE RESISTANT
FT FEET
FTG FOOTING
FV FIELD VERIFY
FWC FABRIC WALL COVERING
G
GDR GUARDRAIL
GL GLASS/GLAZING
GRAN GRANITE
GR FL GROUND FLOOR
GT GROUT
GSM GALVANIZED SHEET METAL
GYP BD GYPSUM BOARD
H
HDW HARDWARE
HEPA HIGH EFFICIENCY
PARTICULATE AIR (FILTER)
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HANDRAIL
HT HEIGHT
I
IBC INTERNATIONAL BUILDING CODE
INSUL INSULATION
INT INTERIOR
ILO IN LIEU OF
J
J-BOX JUNCTION BOX
L
LAV LAVATORY
LBS POUND
LDG LANDING
LF LINEAR FEET (FOOT)
LIN LINEAR
LN LINOLEUM
LOC LOCATION
LT LIGHT
LVR LOUVER
LVT LUXURY VINYL TILE
M
MAT CARPET MAT / WALK-OFF MAT
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MEMB MEMBRANE
MFR MANUFACTURER
MID MIDDLE
MIL STD MILITARY STANDARD
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MOD MODIFY
MTG MOUNTING
MTL METAL
MVBL MOVABLE
N
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
O
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OPNG OPENING
OPP OPPOSITE
OPR OPERABLE
ORD OVERFLOW ROOF DRAIN
ORIG ORIGINAL
P
P PAINT
PA PUBLIC ADDRESS
PBD PARTICLE BOARD
PCF POUNDS PER CUBIC FOOT
PCT PERCENT
PERF PERFORATED
PERIM PERIMETER
PERP PERPENDICULAR
PL PROPERTY LINE
PLAM PLASTIC LAMINATE
PLBG PLUMBING
PNL PANEL
PR PAIR
PRB PROFILE BASE
PRKG PARKING
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PORCELAIN TILE
PWR POWER
Q
QA QUALITY ASSURANCE
QC QUALITY CONTROL
QTY QUANTITY
REFERENCE SYMBOLS IDENTIFICATION TAGS
NOTE: NOT ALL ABBREVIATIONS OR SYMBOLS WILL BE UTILIZED FOR THIS PROJECT.
GRID HEAD AND
LINE
LEVEL INDICATOR
MATCH LINE AND
VIEW REFERENCE
NORTH ARROW W/
PROJECT NORTH
SPOT ELEVATION
DETAIL
SECTION
**48" MIN IF BOTH CLOSER
AND LATCH PROVIDED
WALL
SECTION
BUILDING
SECTION
DETAIL
ELEVATION
INTERIOR
ELEVATION
BUILDING
ELEVATION
1 1
6'- 0"
5'- 6"
BARIATRIC TOILET ROOM
TURNING RADIUS
CLEAR FLOOR SPACE
@ ADA LAVATORY
CLEAR FLOOR SPACE @ ADA
DRINKING FOUNTAIN
4"
6"
3"
6" 1'
-6
6" MAX
7" - 9" 11" MIN
17" - 25"
M
IN
6' -0
(ANSI ICC A117.1)
39"- 41"
(A N
S I I
C C
A
7.
1)
M
IN
(A N
S I I
C C
A
7.
1)
1"
3' -6
M
A X
5' -0
M
A X
R
RAF RESILIENT ATHETIC FLOORING
RB RUBBER BASE/RESILIENT BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REC RECESSED
REF REFERENCE
REM REMOVABLE
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RES RESINOUS FLOORING
RES-W RESINOUS / EPOXY WALL / CEILING
RF RUBBER FLOORING
RFG ROOFING
RM ROOM
RO ROUGH OPENING
RP RESIN PANEL
RSF RESILIENT SHEET FLOORING
RV ROOF VENT
RWC RIGID VINYL WALLCOVERING
S
SC SPECIALTY COATING
SD STATIC DISSIPATIVE FLOORING/TILE
SCHED SCHEDULE
SECT SECTION
SF SQUARE FOOT (FEET)
SGL SINGLE
SIM SIMILAR
SJ SCORED JOINT
SLNT SEALANT
SM SHEET METAL
SPEC SPECIFICATION
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SS SOLID SURFACE
ST STONE
STD STANDARD
STOR STORAGE
SV SHEET VINYL (ROLLED OR TILE)
T
TEL TELEPHONE
TEMP TEMPORARY
TER TERRAZO
TOF TOP OF FOOTING/ FOUNDATION
TOM TOP OF MASONRY
TOS TOP OF SLAB/ STEEL
U
UNO UNLESS NOTED OTHERWISE
UTIL UTILITY
V
VAR VARIES
VC VA PROVIDED / CONTRACTOR
INSTALLED
VCT VINYL COMPOSITION TILE
VFAT VINYL FACED ACOUSTICLAL TILE
VP VENEERED PLASTER
VT VINYL TILE
VV VA PROVIDED / VA INSTALLED
VWC VINYL WALLCOVERING
VWF VINYL WALL FABRIC
W
W/ WITH
W/O WITHOUT
W/C WATER CLOSET
WC WHEELCHAIR
WD WOOD
WFAB WALL FABRIC
WPM WATERPROOF MEMBRANE
WSF WELDED SHEET FLOOR
X
X BRACE CROSS BRACE
th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project NumberCONSULTANTS:
Drawing #
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH FIRM REG. NO. 20314270 EXP. 06/30/2023
ENGR FIRM REG. NO. 06253 EXP. 06/30/2024
FIRE PROTECTION ENGR
POOLE FIRE PROTECTION
19910 WEST 161ST ST.
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT (RSH)
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
STRUCT ENGR
STAND (SEI)
8234 ROBINSON ST
OVERLAND PARK, KS 66204
(913) 214-2169
COMMISSIONING
ES2
13401 N SANTE FE AVE
OKLAHOMA CITY, OK
(405) 528-4500
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
TELECOMMUNICATION
ASPEN COMMUNICATIONS
7 KIJI-DAVA CIRCLE, STE A
PRESCOTT, AZ 86301
(928) 774-0992
MECH / ELEC / PLUMB ENGR
SPUR DESIGN
2519 MADISON AVE, STE 100
KANSAS CITY, MO 64108
(913) 369-7200
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
PHYSICAL SECURITY
/3
/2
:4 :3
P
M
GENERAL INFORMATION
ZDL 2 OF 78BKM
FINAL BID DOCUMENTS
EHRM INFRASTRUCTURE
UPGRADES - TIER 2
06/02/2023
757-22-705
CHALMERS P. WYLIE VA
420 NORTH JAMES ROAD
COLUMBUS, OHIO 43219-1834
GI001
BLDG 1, ENERGY BLDG, & ENGR. BLDG
SPUR #: 1791.19No. REVISION DESCRIPTION DATE
OUTSIDE OF BUILDING
WEEKLY CHANGED
HEPA FILTER
HEPA NEGATIVE
AIR UNIT
WEEKLY CHANGED
(OR MORE AS
NEEDED) PRE FILTER
FIRE RATED PLYWOOD
F
LE
X D
U C
T
SUPPLY DUCTS EITHER KEEP
RUNNING OR COVER WHEN
RUNNING TO KEEP DUST OUT.
TAPE ALL SERVICES
TO PROTECT AGAINST
CONTAMINATION A
O
V
FIRE EXTINGUISHER ON PORTABLE
FLOOR BRACKET (ILSM MAY REQUIRE
MORE THAN ONE)
SUSPENDED PLASTIC
ZIPPER WALL
CURTAIN BARRIER
6 MIL PLASTIC
TEMPORARY DIGITAL MANOMETER FOR NEGATIVE
PRESSURE MONITORING OUTSIDE OF ICRA BARRIER
FOR VA'S INSPECTION. INDICATOR SHALL BE AT -0.01
OR GREATER (VERIFY DAILY). IF NOT, VERIFY ALL
OPENINGS, SUCH AS DOOR CLOSED, AND/OR CHANGE
OUT NEGATIVE AIR PRE-FILTER.
PROVIDE STICKY MAT, DRY MAT, WET MAT
(CHANGED END OF SHIFT OR MORE IF
NECESSARYTO MAINTAIN CLEANLINESS)
PROVIDE WIPES AND SPRAY FOR WET MAT
POST ICRA ILSM FIRE
INSPECTION SHEETS
CONTAINER VISIBLE TO
PUBLIC
COVER ALL RETURNS AT THE
GRATE/DIFFUSERS
OPTIONAL EXHAUST DUCTS
(COVER THE GRATES AND THE DIFFUSERS)
E
DOOR OPENING
VENT TO OUTSIDE ROUTE
TO BE APPROVED BY COR.
FIRE PULL STATION WITH AUDIO/
VISUAL
ILSM SIGNAGE
ICRA BARRIER, SEE PLANS FOR TYPE AND LOCATION
3 5/8" INSULATED WALL WITH 16
GAUGE METAL STUDS @ 16" O.C.
WALL TO EXTEND TO UNDERSIDE
OF DECK
5/8" FIRE RESISTANT GYPSUM
BOARD - BOTH SIDES
EXISTING CEILING SYSTEM
BASE - TO MATCH EXISTING
AREA
EXISTING FLOOR
UNDERSIDE OF EXISTING DECK
C E
IL
IN
G H
E
IG
H T
V A
R
IE
S F
IE
L D
V E
R
IF
Y
W A
L L
H E
IG
H
T V
A R
IE
S
F
IE
L D
V E
R
IF
Y
4 7/8"
5/8" FIRE RESISTANT GYPSUM
BOARD - BOTH SIDES
EXISTING CEILING SYSTEM
BASE - TO MATCH EXISTING
AREA
EXISTING FLOOR
UNDERSIDE OF EXISTING DECK
C E
IL
IN
G H
E
IG
H T
V A
R
IE
S F
IE
L D
V E
R
IF
Y
/2
4 7/8"
3 5/8" 16 GAUGE METAL STUDS @
16" O.C. WALL TO EXTEND TO
UNDERSIDE OF DECK
CB
3 5/8" INSULATED WALL WITH 16
GAUGE METAL STUDS @ 16" O.C.
(2) LAYERS 5/8" GYPSUM BOARD
EACH SIDE. WALL TO EXTEND TO
UNDERSIDE OF DECK
5/8" FIRE RESISTANT GYPSUM
BOARD - BOTH SIDES
EXISTING CEILING SYSTEM
BASE - TO MATCH EXISTING
AREA
EXISTING FLOOR
UNDERSIDE OF EXISTING DECK
C E
IL
IN
G H
E
IG
H T
V A
R
IE
S F
IE
L D
V E
R
IF
Y
W A
L L
H E
IG
H
T V
A R
IE
S
F
IE
L D
V E
R
IF
Y
6 1/8"
D
FIRE RESISTANT SEALANT, BOTH
SIDES
FIRE RESISTANT SEALANT, BOTH
SIDES
FIRE RESISTANT SEALANT, BOTH
SIDES
1-HR RATED AND SMOKE RATED
U.L. DESIGN NO. U404
SMOKE RATED 2-HR RATED AND SMOKE
RATED
U.L. DESIGN NO. U404A
PLASTIC SHEET BARRIER
NON RATED
PLASTIC SHEET
BARRIER
EXISTING WALL
ASSEMBLY
EXISTING CEILING
BOTTOM SEALING RUNNER
TOP SEALING RUNNER
SUPPORT POLES,
QUANTITY PER MANUF.
RECOMMENDATIONS
REQU.
AS
XXXXXX
XXXXXX
XXXXXX
A .F
.F
4' -0
THIS IS A RESTRICTED AREA
AREA UNDER CONSTRUCTION
PERSONNEL ENTERING MUST HAVE: HARD HAT,
SAFETY GLASSES AND PROPER I.D.
COMING SOON!!
--DESCRIPTION ON NEWLY PROPOSED OCCUPANCY--
ICRA, ISLM, WATCH,
MISC. FORMS
PAPER CADDY
INDICATOR
(REFER TO
PLAN AND
ELEVATION)
FRAMED PICTURE
OF C.O.R. WITH
CONTACT
INFORMATION
CONSTRUCTION
SUPERVISOR
NAME AND CELL NUMBER
XXXXX
BOILER/CHILLER PLANT AFTER
HOURS CONTACT PHONE XXXXX
FIRE EMERGENCY DIAL 911
PLASTIC WINDOW
SWIVEL CASTERS
WITH TWO LOCKING
BRAKES
MOBILE CART
A D
JU
S
T A
B
LE
H E
IG
H
T
HEPA NEGATIVE AIR
UNIT
EXISTING WALL
EXISTING CEILING
FLEX DUCT
HEATED DETECTOR CUT-OFF
BASIS OF DESIGN: HEPA NEGATIVE AIR UNIT
INTEGRAL WITH EDGEGUARD BARRIER SYSTEM.
FIRE RATED PLYWOOD (TEMP.
REMOVE GLASS PANEL)
EXISTING WINDOW FRAME
TYPE A OR C ICRA BARRIER,
SEE PLANS FOR TYPE AND
LOCATION
TYPE B OR D ICRA BARRIER,
SEE PLANS FOR TYPE AND
LOCATION
EXISTING CEILING
EXISTING CONCRETE SLAB FLOOR OR
ROOF ASSEMBLY
FINISHED FLOORING TO BE KEPT
CLEAN. FLOORS NOT BEING
REPLACED MUST BE PROTECTED.
COVER WITH ROSIN PAPER/ FIRE
RATED PLYWOOD.
WHEN WORKING ABOVE CEILING WITH
BARRIERS THAT TERMINATE AT CEILING,
PROVIDE PLASTIC ENCLOSURE IN
PLENUM SPACE.
INSPECTIONS AND NON-INVASTIVE ACTIVITES
MATRIX OF PRECAUTIONS FOR CONSTRUCTION & RENOVATION
TYPE C
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, 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 CREATES MINIMAL DUSTTYPE B
INCLUDES BUT NOT LIMITED TO:
• INSTALLATION OF TELEPHONE AND COMPUTER CABLING.
• ACCESS TO CHASE SPACES.
• CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE
CONTROLLED.
WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES
DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES
TYPE D
INCLUDES BUT NOT LIMITED TO:
• SANDING OF WALLS FOR PAINTING OR WALL COVERING.
• REMOVAL OF FLOOR COVERINGS, CEILING TILES OR CASEWORK.
• NEW WALL CONSTRUCTION.
• MINOR DUCT WORK OR ELECTRICAL WORK ABOVE CEILINGS.
• MAJOR CABLING ACTIVITIES.
• ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORK SHIFT.
MAJOR DEMOLITION AND CONSTRUCTION PROJECTSTYPE A
INCLUDES BUT NOT LIMITED TO:
• ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS.
• REQUIRES HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CABLING
SYSTEM.
• NEW CONSTRUCTION.
INFECTION CONTROL RISK ASSESSMENT (ICRA)
LOW RISK
PATEINT RISK GROUPS
MEDIUM RISK HIGH RISK HIGHEST RISK
• OFFICE AREAS • CARDIOLOGY
• ECHOCARDIOGRAPHY
• ENDOSCOPY
• NUCLEAR MEDICINE
• PHYSICAL THERAPY
• RADIOLOGY/MRI
• RESPIRATORY
THERAPY
• CCU
• EMERGENCY ROOM
• LABOR & DELIVERY
• LABORATORY (SPECIMEN)
• NEWBORN NURSERY
• OUTPATIENT SURGERY
• PEDIATRICS
• PHARMACY
• POST ANESTHESIA CARE
UNIT
• SURGICAL UNITS
• ANY AREA FOR
IMMUNOCOMPROMISED PATIENTS
• BURN UNIT
• CARDIAC CATH LAB
• CENTRAL STERILE SUPPLY
• INTENSIVE CARE UNITS
• MEDICAL UNIT
• NEGATIVE PRESSURE ISOLATION
ROOMS
• ONCOLOGY
• OPERATING ROOMS INCLUDING
• C-SECTION ROOMS
RISK RELATED GROUP TYPE A TYPE B TYPE C TYPE D
LOW RISK GROUP
MEDIUM RISK GROUP
HIGH RISK GROUP
HIGHEST RISK GROUP
I
I
I
II
II
II
II
III/IV
II
III
III/IV
III/IV
III/IV
IV
IV
IV
IC MATRIX - CLASS OF PRECAUTIONS:
CONSTRUCTION PROJECT BY PATIENT RISK
CONSTRUCTION PROJECT TYPE
NOTE: INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISK LEVEL INDICATE
THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY.
A. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH PATIENT-CARE AREAS WITHOUT PRIOR
APPROVAL OF THE COR AND THE MEDICAL CENTER.
B. ACTIVITY HAZARD RISK CLASSIFICATIONS OF CLASS I OR CLASS II SHALL REQUIRE APPROVAL
BY THE FACILITY SAFETY MANAGER AND CONTRACTING OFFICER REPRESENTATIVE BEFORE
BEGINNING ANY CONSTRUCTION WORK. HAZARD RISK CLASSIFICATIONS OF CLASS III OR IV
SHALL REQUIRE A PERMIT BEFORE BEGINNING ANY CONSTRUCTION WORK. INFECTION
CONTROL PERMITS WILL BE ISSUED BY THFACILITY SAFETY MANAGER AND CONTRACTING
OFFICER REPRESENTATIVE.
C. INFECTION CONTROL PERMITS SHALL BE POSTED OUTSIDE THE APPROPRIATE CONSTRUCTION
AREA. MORE THAN ONE PERMIT MAY BE ISSUED, AS WORK IS LOCATED IN MULTIPLE AREAS.
D. THE REQUIRED INFECTION CONTROL PRECAUTIONS ARE AS FOLLOWS:
CLASS I:
• NOTIFY THE COR.
• EXECUTE WORK USING METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION
OPERATIONS.
• CEILING TILES: IMMEDIATELY REPLACE ANY CEILING TILES DISPLACED FOR VISUAL
INSPECTION.
• UPON COMPLETION: CLEAN WORK AREA, AND NOTIFY COR.
CLASS II:
• NOTIFY THE COR.
• PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO
ATMOSPHERE SUCH AS WET METHODS OR TOOL MOUNTED DUST COLLECTORS.
• WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.
• SEAL UNUSED DOORS WITH PAINTERS TAPE.
• BLOCK OFF AND SEAL AIR VENTS.
• REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.
• UPON COMPLETION: WIPE WORK SURFACES WITH CLEANER/ DISINFECTANT. CONTAIN
CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.
CLASS III:
DURING CONSTRUCTION WORK:
• OBTAIN PERMIT FROM THE COR.
• REMOVE OR ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT
CONTAMINATION OF DUCT SYSTEM.
• COMPLETE ALL CRITICAL BARRIERS TO SEAL AREA FROM NON-WORK AREA OR IMPLEMENT
CONTROL CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED CONNECTION TO
WORK SITE WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION
BEGINS. INSTALL CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY,
OUTSIDE OF NORMAL WORK HOURS.
• MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER GAUGE, WITHIN WORK SITE
UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND CONTINUOUSLY MONITORED WITH A
DIGITAL DISPLAY, RECORDING AND ALARM INSTRUMENT, WHICH MUST BE CALIBRATED ON
INSTALLATION, MAINTAINEDWITH PERIODIC CALIBRATION AND MONITORED BY THE
CONTRACTOR.
• CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.
• COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.
UPON COMPLETION:
• DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT THOROUGHLY
CLEANED, AND IS INSPECTED BY THE CONTRACTING OFFICER REPRESENTATIVE AND BY
THE VA ENVIRONMENTAL SERVICES DEPARTMENT.
• REMOVE CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY TO MINIMIZE
SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION, OUTSIDE OF NORMAL
WORK HOURS.
• VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.
• WET MOP AREA WITH CLEANER/DISINFECTANT.
• UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS PERFORMED.
• RETURN PERMIT TO THE COR.
CLASS IV:
DURING CONSTRUCTION WORK:
• OBTAIN PERMIT FROM THE COR.
• ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT
CONTAMINATION OF DUCT SYSTEM.
• COMPLETE ALL CRITICAL BARRIERS TO SEAL AREA FROM NON-WORK AREA OR IMPLEMENT
CONTROL CUBE METHOD (CART WITH PLASTIC COVERING AND SEALED CONNECTION TO
WORK SITE WITH HEPA VACUUM FOR VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION
BEGINS. INSTALL CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY,
OUTSIDE OF NORMAL WORK HOURS.
• MAINTAIN NEGATIVE AIR PRESSURE, 0.01 INCHES OF WATER GAUGE, WITHIN WORK SITE
UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND CONTINUOUSLY MONITORED WITH A
DIGITAL DISPLAY, RECORDING AND ALARM INSTRUMENT, WHICH MUST BE CALIBRATED ON
INSTALLATION, MAINTAINED WITH PERIODIC CALIBRATION AND MONITORED BY THE
CONTRACTOR.
• SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES.
• CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM SO
THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE
OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY
LEAVE WORK SITE.
• ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS. SHOE
COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS THE WORK AREA.
UPON COMPLETION:
• DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT THOROUGHLY
CLEANED, AND IS INSPECTED BY THE CONTRACTING OFFICER REPRESENTATIVE.
• REMOVE CONSTRUCTION BARRIERS AND CEILING PROTECTION CAREFULLY TO MINIMIZE
SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION, OUTSIDE OF NORMAL
WORK HOURS.
• CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.
• COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.
• VACUUM WORK AREA WITH HEPA FILTERED VACUUMS.
• AREA TO BE CLEANED/DISINFECTED PER VA ENVIRONMENTAL SERVICES GUIDELINES AS
COORDINATED BY THE COR.
• UPON COMPLETION, RESTORE HVAC SYSTEM WHERE WORK WAS PERFORMED.
• RETURN PERMIT TO THE COR.
GENERAL ICRA NOTES
th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
A
B
C
D
E
F
Veterans Health
Administration
VA FORM 08-6231
Drawing Title Project Title
Location
Date Checked Drawn
Project NumberCONSULTANTS:
Drawing #
VA Health Care System Approval:
ARCHITECT:
SPUR DESIGN, LLC
312 SW 25TH STREET
Oklahoma City, OK 73109
(405) 842-6100
ARCH FIRM REG. NO. 20314270 EXP. 06/30/2023
ENGR FIRM REG. NO. 06253 EXP. 06/30/2024
FIRE PROTECTION ENGR
POOLE FIRE PROTECTION
19910 WEST 161ST ST.
OLATHE, KANSAS 66062
(913) 829-8690
FULLY SPRINKLERED
INDUSTRIAL HYGENIST
RIVERFRONT (RSH)
1139 OLIVE ST, SUITE 300
ST. LOUIS, MO 63101
(713) 864-2900
STRUCT ENGR
STAND (SEI)
8234 ROBINSON ST
OVERLAND PARK, KS 66204
(913) 214-2169
COMMISSIONING
ES2
13401 N SANTE FE AVE
OKLAHOMA CITY, OK
(405) 528-4500
1 2 3 4 5 6 7 8 9
1 2 3 4 5 6 7 8 9
A
B
C
D
E
F
STAMP:
Drawing Number
Building Number
TELECOMMUNICATION
ASPEN COMMUNICATIONS
7 KIJI-DAVA CIRCLE, STE A
PRESCOTT, AZ 86301
(928) 774-0992
MECH / ELEC / PLUMB ENGR
SPUR DESIGN
2519 MADISON AVE, STE 100
KANSAS CITY, MO 64108
(913) 369-7200
FORCE PROTECT
10901 FRONT BEACH RD, UNIT 1415
PANAMA CITY BEACH, FL 32407
(502) 836-4232
PHYSICAL SECURITY
/3
/2
:4 :3
P
M
ICRA CONSTRUCTION DETAILS
ZDL 3 OF 78BKM
FINAL BID DOCUMENTS
EHRM INFRASTRUCTURE
UPGRADES - TIER 2
06/02/2023
757-22-705
CHALMERS P. WYLIE VA
420 NORTH JAMES ROAD
COLUMBUS, OHIO 43219-1834
GI002
BLDG 1, ENERGY BLDG, & ENGR. BLDG
SPUR #: 1791.19
1/2" = 1'-0"
GENERAL ICRA CONSTRUCTION PLAN LAYOUT1
3/4" = 1'-0"
ICRA BARRIER WALL TYPES5
3/8" = 1'-0"
ICRA ELEVATION4
3/8" = 1'-0"
ICRA MOBILE CONTAINMENT CART23/8" = 1'-0"
SECTION AT ICRA CONSTRUCTION PLAN3
No. REVISION DESCRIPTION DATE
| Sheets |
| GI000 - COVER SHEET |
| GI001 - GENERAL INFORMATION |
| GI002 - ICRA CONSTRUCTION DETAILS |
File details come from the government source that posted it. Updated .