Attachment 3 - EHRM Columbus Drawings Part 1.pdf

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

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

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

/1

/2

:4

:2

A

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

05/19/2023

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.

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

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

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

/1

/2

:4

:2

A

M

GENERAL INFORMATION

ZDL 2 OF 78BKM

FINAL BID DOCUMENTS

EHRM INFRASTRUCTURE

UPGRADES - TIER 2

05/19/2023

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

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

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

/1

/2

:4

:2

A

M

ICRA CONSTRUCTION DETAILS

ZDL 3 OF 78BKM

FINAL BID DOCUMENTS

EHRM INFRASTRUCTURE

UPGRADES - TIER 2

05/19/2023

757-22-705

CHALMERS P. WYLIE VA

420 NORTH JAMES ROAD

COLUMBUS, OHIO 43219-1834

GI002

BLDG 1, ENERGY BLDG, & ENGR. BLDG

SPUR #: 1791.19No. REVISION DESCRIPTION DATE

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

t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t o n e e i g h t h i n c h o n e f o o t

A

B

C

D

E

F

Veterans

Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR12100034 EXP. 12/31/2021

MECH ENGR REG. NO. PE12100220 EXP. 07/31/2022

ELEC ENGR REG. NO. PE12100195 EXP. 07/31/2022

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 85712

(928) 774-0992

MECH / ELEC / PLUMB ENGR

SPUR DESIGN

11020 KING STREET, STE 350

OVERLAND PARK, KS 66210

(913) 369-7200

P

M

BUILDING 1 - ROOF - ENVIRONMENTAL

HAZARDS

CD

JR

EHRM INFRASTRUCTURE

UPGRADE - TIER 2

05/19/2023

757-22-705

CHALMERS P. WYLIE VA

420 NORTH JAMES ROAD

COLUMBUS, OHIO 43219-1834

HA100

SPUR #: 1791.19

No. REVISION DESCRIPTION DATE

HAZARDOUS MATERIALS KEYNOTES

REMOVE SPOT AREAS OF PRESUMED ASBESTOS ROOF MATERIALS USING MANUAL MEANS WITHIN AN OUTDOOR

REGULATED AREA. COORDINATE AND REMOVE IN EXTENTS TO ALLOW FOR NEW MINI-SPLIT SYSTEM INSTALLATION

IN THE FOLLOWING APPROXIMATE QUANTITIES;

BUILDING 1: LEVEL 3 AND 2 ROOFS - 150 SF TOTAL, PENETRATIONS NECESSARY FOR BASE RAILS, CURBS, PIPE

STANDS, CONDUITS AND OTHER SYSTEM ELEMENTS AND 6 PROJECT MOBILIZATIONS.

ENERGY BUILDING: LEVEL 2 ROOFS, 10 SF TOTAL, PENETRATIONS NECESSARY FOR BASE RAILS, CURBS, PIPE

STANDS, CONDUITS AND OTHER SYSTEM ELEMENTS AND 1 PROJECT MOBILIZATION. WORK TO BE PERFORMED BY A

LICENSED ABATEMENT CONTRACTOR. PROVIDE WET HYGIENE STATIONS ASSOCIATED WITH WORK.

A1

GENERAL SHEET NOTES

LEAD LINED DRYWALL MAY BE PRESENT IN AREAS AROUND RADIOLOGICAL DEVICES, DO NOT DISTURB AND PROTECT AS

NECESSARY. USING EXISTING SYSTEM ELEMENT PATHWAYS AND FIXTURE PENETRATIONS IN RADIOLOGICAL ISOLATION ZONES

IF ENCOUNTERED.

OSHA CONSTRUCTION INDUSTRY STANDARD, 29 CFR 1926.62 (LEAD) DOES APPLY TO ANY EMPLOYEE INVOLVED WITH

DEMOLITION / RENOVATION WORK THAT WILL BE PERFORMED IN BUILDINGS. THE CONSTRUCTION INDUSTRY STANDARD

REGULATES OCCUPATIONAL EXPOSURES TO AIRBORNE LEAD, WHICH INCLUDES DEMOLITION OR SALVAGE OF STRUCTURES

WHERE LEAD OR MATERIALS CONTAINING LEAD ARE PRESENT, AND ANY AMOUNT OF LEAD PRESENT IN PAINTED SURFACES, INCLUDING THOSE WHICH FALL BELOW THE ABOVE DEFINITION OF LEAD-BASED PAINT, COULD RESULT IN REGULATED

OCCUPATIONAL EXPOSURES AND SHOULD THEREFORE BE MONITORED ACCORDING TO OSHA 1926.62 WHENEVER MATERIALS

ARE DISTURBED IN A MANNER THAT COULD RESULT IN EXPOSURE TO AIRBORNE LEAD PARTICULATES, IT IS THE

RESPONSIBILITY OF THE EMPLOYER TO COMPLY WITH OSHA 1926.62 TO PROTECT THE SAFETY AND HEALTH OF HIS/HER

EMPLOYEES INVOLVED IN THE DEMOLITION OR RENOVATION OF THESE BUILDINGS.

DN

NOT TO SCALE

BUILDING 1 - LEVEL 4 ROOF

NOT TO SCALE

BUILDING 1 - LEVEL 3 ROOF

NOT TO SCALE

ENERGY BUILDING - LEVEL 2 ROOF

A1

A1

A1

A1

A1

A1

BID DOCUMENTS

NOTES:

ROOF STRUCTURE, RE: PLAN.

POST-INSTALLED ANCHOR TO ROOF STRUCTURE.

STRUT CHANNEL BRACE

ATTACHMENT TO EQUIPMENT / CABINET.

POST-INSTALLED ANCHOR INTO FLOOR SLAB, TYP

CONCRETE FLOOR SLAB, RE: PLAN. AVOID

DAMAGING REINFORCEMENT.

ANCHORAGE BRACKET PER EQUIPMENT

MANUFACTURER

EQUIPMENT / CABINET

1 2

5 6

CONTRACTOR SHALL PROVIDE

FINAL DESIGN IN COMPLIANCE

WITH SEISMIC REQUIREMENTS

OUTLINED IN THE SPECIFICATIONS

NOTES:

CONCRETE ANCHOR (TYP)

CONCRETE TOPPED METAL

DECK, RE: PLAN

STEEL ANGLE

THREADED ROD HANGER

NOTE: SUSPENDED LOADS AT EACH HANGER

SHALL NOT EXCEED 350 LBS.

1 2 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 AVENUE, STE 100

KANSAS CITY, MO 64108

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

PHYSICAL SECURITY

OF 75

/1

/2

:5

:2

A

M

STRUCTURAL GENERAL NOTES

TJSPWS

FINAL BID DOCUMENTS

EHRM INFRASTRUCTURE

UPGRADE - TIER 2

05/19/2023

22325

CHALMERS P. WYLIE VA

420 NORTH JAMES ROAD

COLUMBUS, OHIO 43219-1834

S-001

BLDG 1, ENERGY BLDG, & ENGR BLDG

03_Abbreviation Schedule

Abbreviation Abbreviation Name

+/- PLUS OR MINUS

ADDNL ADDITIONAL

ADJ ADJACENT

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

AR ANCHOR ROD

ARCH ARCHITECT OR ARCHITECTURAL

B/ BOTTOM OF

B/W BETWEEN

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BWP BRACED WALL PANEL

CFS COLD FORMED STEEL

CHKD CHECKED

CIP CAST IN PLACE

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR CLEAR

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CTR CENTER

db DIA OF REINF BAR, DIA OF BOLT

DBA DEFORMED BAR ANCHOR

DIA or Ø DIAMETER

DIAG DIAGONAL

DIR DIRECTION

DWL DOWEL

EA EACH

EE EXTENDED END

EJ EXPANSION JOINT

ELEV ELEVATION

EN EDGE NAILING

ENGR ENGINEER

EOD EDGE OF DECK

EOS EDGE OF SLAB

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXT EXTERIOR

FDN FOUNDATION

FLG FLANGE

FLR FLOOR

FS FAR SIDE

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

HSS HOLLOW STRUCTURAL SECTION

IF INSIDE FACE

INT INTERIOR

JST JOIST

K KIPS (1000 LBS)

LCE COMPRESSION EMBEDMENT LENGTH

LCS COMPRESSION LAP SPLICE LENGTH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LSH LONG SLOTTED HOLE

LTE TENSION EMBEDMENT LENGTH

LTS TENSION LAP SLICE LENGTH

LW LIGHTWEIGHT

MFCR MANUFACTURER

MTL METAL

NIC NOT IN CONTRACT

NS NEAR SIDE

NTS NOT TO SCALE

OC ON CENTER

OF OUTSIDE FACE

OPP OPPOSITE

OVS OVERSIZED

P/C PRECAST

PAF POWDER ACTUATED FASTENER

PAR PARALLEL

PEMB PRE-ENGINEERED METAL BUILDING

PEN PENETRATION

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RC REINFORCED CONCRETE

RE: REFER TO

REINF REINFORCING

REQD REQUIRED

RF RIGID FRAME

SC SLIP CRITICAL

SDS SELF DRILLING SCREW

SIM SIMILAR

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIR STIRRUPS

STL STEEL

SW SHEAR WALL

SYM SYMMETRIC

T&B TOP AND BOTTOM

T/ TOP OF

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WP WORK POINT

WWR WELDED WIRE REINFORCEMENT

STRUCTURAL DESIGN CRITERIA (2021 IBC AND ASCE 7-16):

1. BUILDING OCCUPANCY RISK CATEGORY IV.

2. LIVE LOADS [UNIFORM (PSF) / POINT LOADS (KIPS)]:

-- ROOF:………………………………………...............20 PSF / 300#

-- OFFICES:………………….…..…............................50 PSF + 15 PSF PARTITIONS / 2.0 K

-- UPPER LEVEL CORRIDORS................................80 PSF / 2.0 K

-- GROUND LEVEL SLAB ........................................100 PSF / 2.0 K

-- STAIRS ................................................................100 PSF / 300# -- LOBBIES ..............................................................100 PSF / 2.0 K

-- ACCESS FLOOR / SERVER ROOM.....................100 PSF / 2.0 K

3. ROOF SNOW LOAD:

-- GROUND SNOW LOAD (Pg):……………………....20 PSF -- FLAT ROOF SNOW LOAD (Pf): ...........................18.5 PSF + DRIFT -- MIN UNIFORM ROOF SNOW LOAD (Pm):…...….24 PSF (NO DRIFT OR RAIN) -- RAIN ON SNOW SURCHARGE (Prs) ...................0 PSF -- SNOW EXPOSURE FACTOR (Ce):………………..1.0, EXPOSURE B & C -- SNOW LOAD IMPORTANCE FACTOR (Is):….......1.2 -- THERMAL FACTOR (Ct):……………………….......1.1 (just above freezing)

4. WIND DESIGN DATA:

-- BASIC WIND SPEED (3 SEC GUST):……………..119 MPH

-- WIND EXPOSURE:…………………………………..C

-- DIRECTIONALITY FACTOR (Kd) .........................0.85

5. EARTHQUAKE DESIGN DATA:

-- SEISMIC IMPORTANCE FACTOR (Ie):………......1.5

-- NONSTRUCTURAL COMPONENT IMPORTANCE

FACTOR (Ip):…….....................................…...1.5 -- MAPPED SPECTRAL RESP ACCEL (Ss / S1):…..0.118 / 0.06

-- SITE CLASS:………………………………………….D

-- SPECTRAL RESPONSE COEFF (Sds / Sd1):……0.126 / 0.095

-- SEISMIC DESIGN CATEGORY:……………………C

-- SEISMIC FORCE RESISTING SYSTEM:…………NON-BUILDING STRUCTURE

(ASCE 7-16 TABLE 15.4-2)

6. GUARD RAILS:.........................................................50 PLF, AND/OR 200#

CONCENTRATED LOAD APPLIED IN ANY DIRECTION.

STRUCTURAL GENERAL NOTES:

1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE "INTERNATIONAL

BUILDING CODE, 2021 EDITION" AND ALL APPLICABLE VA DOCUMENTS,

INCLUDING HANDBOOK 18-8. REFER TO THE SPECIAL STRUCTURAL

INSPECTION NOTES FOR ADDITIONAL REQUIREMENTS.

2. CONTRACTOR TO VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING

CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ARCHITECT

IMMEDIATELY.

3. IF DISCREPANCIES EXIST BETWEEN STRUCTURAL PLANS, ARCHITECTURAL

PLANS, OTHER PLANS, OR SPECIFICATIONS, THE CONTRACTOR OR

SUBCONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR CLARIFICATION

FROM THE ARCHITECT AND/OR ENGINEER PRIOR TO PROCEEDING WITH THE

WORK

4. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE

AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE

CONTRACTOR'S RESPONSIBILITY TO EXECUTE AND DETERMINE FINAL

ERECTION PROCEDURES, SEQUENCING AND TO INSURE THE SAFETY OF THE

BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES

WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYING OR TIE

DOWNS WHICH MIGHT BE NECESSARY.

5. THE STRUCTURE AND FOUNDATIONS ARE DESIGNED FOR A ONE-STORY

ADDITION.

6. FABRICATORS AND SUPPLIERS SHALL CLEARLY NOTE AND HIGHLIGHT

CHANGES MADE IN SHOP DRAWINGS, WHICH DO NOT COMPLY WITH THE

CONTRACT DOCUMENTS.

7. COLUMNS, BEAMS, JOISTS, OR TRUSSES SHALL NOT BE FIELD CUT OR

TRIMMED FOR ANY REASON WITHOUT THE WRITTEN APPROVAL OF THE

ARCHITECT/ENGINEER.

8. HOLES, PIPES, SLEEVES, ETC. NOT SHOWN ON THE DRAWINGS MUST BE

REVIEWED BY THE ARCHITECT BEFORE PLACEMENT THROUGH STRUCTURAL

MEMBERS.

9. IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, WEIGHTS, OR

LOCATIONS DO NOT COINCIDE WITH EQUIPMENT SHOWN ON THE PLANS,

COORDINATE ADJUSTMENTS WITH THE ARCHITECT.

10. NO AREA OF THE STRUCTURE SHALL BE LOADED WITH CONSTRUCTION

MATERIALS OR EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA.

11. BEAMS, COLUMNS, WALLS AND FOOTING CENTERS SHALL BE CENTERED

UNDER SUPPORTING MEMBERS (TYPICAL UNLESS NOTED).

12. FOR DEFERRED SUBMITTALS (E.G. HELICAL PILES AND SEISMIC BRACING),

SHOP DRAWINGS AND CALCULATIONS SEALED BY A STRUCTURAL ENGINEER

LICENSED TO PRACTICE IN THE JURISDICTION OF THE PROJECT SHALL BE

FURNISHED TO THE ENGINEER OF RECORD FOR REIVEW.

13. TYPICAL DETAILS ARE SHOWN ON SHEETS DESIGNATED "S0XX". THE

INCLUDED TYPICAL DETAILS MAY OR MAY NOT BE CUT / REFERENCED ON

PLANS OR SECTIONS, BUT ARE TO BE USED AS APPLICABLE.

STRUCTURAL STEEL:

1. SUBMIT SHOP DRAWINGS FOR STEEL.

STRUCTURAL STEEL SHAPES AND PLATE MATERIAL REQUIREMENTS (TYPICAL

UNLESS NOTED OTHERWISE):

a. WIDE FLANGE SHAPES - ASTM A992 (FY = 50 KSI MIN.)

b. CHANNELS, ANGLES, AND PLATES: - ASTM A36 (FY = 36 KSI MIN)

c. ROUND HSS - ASTM A500, GR B (FY = 42 KSI)

d. RECTANGULAR HSS - ASTM A500, GR B (FY = 46 KSI)

e. PIPE - ASTM A53, GR B (FY = 35 KSI)

f. ANCHOR RODS - ASTM F1554 (FY = 36 KSI MIN.),

2. STRUCTURAL STEEL SHALL BE NEW AND MEET THE 13TH EDITION A.I.S.C.

“SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS AND BRIDGES”, AND THE

“CODE OF STANDARD PRACTICES FOR STEEL BUILDINGS AND BRIDGES”,

EXCLUDING SECTION 4.4.1.B.

3. THE STRUCTURAL STEEL FABRICATOR SHALL BE AN AISC QUALITY CERTIFIED

COMPANY FOR THE CATEGORY OF WORK IN THIS PROJECT OR PROVIDE A

QUALITY ASSURANCE PLAN AND SPECIAL INSPECTIONS AS DEFINED IN THE CODE.

4. USE STANDARD AISC FRAMING CONNECTIONS WITH A325-N BOLTS, F436

WASHERS, AND A563 HEAVY-HEX NUTS AS REQUIRED, UNLESS NOTED

OTHERWISE.

5. BOLTS IN MOMENT AND BRACED FRAME CONNECTIONS SHALL BE PRE-

TENSIONED. ALL A490 BOLTS SHALL BE PRE-TENSIONED. OTHER BOLTED

CONNECTIONS USING A325 BOLTS MAY BE SNUG-TIGHTENED, UNLESS NOTED

OTHERWISE.

6. STEEL BEAMS SHALL BE FABRICATED WITH MILL CAMBER UP.

7. WELDING SHALL CONFORM TO THE CURRENT AND APPLICABLE AWS

STANDARDS AND BE COMPLETED BY AN AWS CERTIFIED WELDER. ALL WELDS

SHALL UTILIZE E70xx ELECTRODES. SHOP DRAWINGS SHALL SHOW FIELD WELDS, AS APPROPRIATE.

a. AWS D1.1 - STRUCTURAL WELDING CODE - STEEL

b. AWS D1.3 - STRUCTURAL WELDING CODE - SHEET STEEL

c. AWS…