Attachment 4 - 663A4-24-201 - 100 percent CD Drawings.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

EXP. 12/31/2026

EXP. 09/30/2025

MEP/TELECOM ENGINEER / VT CONSULTANT

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

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

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S KELLY AVE, STE H2

EDMOND, OK 73003

(405) 210-5814

FULLY SPRINKLERED

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

STRUCTURAL ENGINEER

STAND SEI

8234 ROBINSON ST,

OVERLAND PARK, KS 66204

(913) 214-2169

ARCH REG. NO. 12903

ENGR REG. NO. 24007067

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

/1

/2

:3 :3

P

M

COVER SHEET

BAB 1 OF 44AJS

FINAL BID DOCUMENTS

REFURBISH ELEVATORS AT BLDG. 61

VA PROJECT NUMBER: 663A4-24-201

REFURBISH ELEVATORS AT

BLDG. 61

04/21/2025

663A4-24-201

AMERICAN LAKE VAMC

9600 VETERANS DR S.W.

TACOMA, WA 98493

AMERICAN LAKE VAMC

9600 VETERANS DR S.W.

TACOMA, WA 98493

FINAL BID DOCUMENTS

GI000

SPUR #: 2416

SHEET INDEX

SEQUENCE NUMBER SHEET NAME

[01] GENERAL

1 GI000 COVER SHEET

2 GI001 GENERAL INFORMATION

3 GI002 ICRA CONSTRUCTION DETAILS

4 GI011 PHASING PLAN

[02] STRUCTURAL

5 SS001 STRUCTURAL GENERAL NOTES

6 SS030 TYPICAL DETAILS

7 SS100 FOUNDATION PLAN

8 SS101 FRAMING PLANS

[03] ARCHITECTURAL

9 A-101 OVERALL PLANS

10 AD101 DEMOLITION PLAN - LEVEL 1

11 AD102 DEMOLITION PLAN - LEVEL 2

12 AD103 DEMOLITION PLAN - LEVEL 3

13 AD104 DEMOLITION PLAN - PENTHOUSE

14 AE101 REFERENCE PLAN - LEVEL 1

15 AE102 REFERENCE PLAN - LEVEL 2

16 AE103 REFERENCE PLAN - LEVEL 3

17 AE104 REFERENCE PLAN - PENTHOUSE

18 AE401 INTERIOR ELEVATIONS & FINISH PLANS

[04] FIRE PROTECTION

19 F-101 FIRE PROTECTION MATRICES, RISER, GENERAL NOTES, AND LEGEND

20 F-105 FIRE PROTECTION DETAILS

21 F-102 FIRE PROTECTION REFERENCE PLANS

22 F-103 FIRE PROTECTION ENLARGED PLANS

[05] PLUMBING

23 P-000 PLUMBING LEGEND

24 PL100 SANITARY SEWER WASTE PLANS

25 P-300 RISER DIAGRAM

26 P-501 PLUMBING DETAILS, SCHEDULES, AND CONTROLS

[06] MECHANICAL

27 M-000 LEGEND AND ABBREVIATIONS

28 M-100 MECHANICAL PLANS

29 M-501 MECHANICAL DETAILS

30 M-502 MECHANICAL DETAILS

31 M-601 MECHANICAL SCHEDULES

[07] ELECTRICAL

32 E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

33 ED101 ELECTRICAL DEMOLITION PLANS - LEVEL 1

34 ED102 ELECTRICAL DEMOLITION PLANS - LEVEL 2

35 ED103 ELECTRICAL DEMOLITION PLANS - ATTIC

36 EP104 ELECTRICAL PLANS - LEVEL 1

37 EP105 ELECTRICAL PLANS - LEVEL 2

38 EP106 ELECTRICAL PLANS - ATTIC

39 E-601 BUILDING 61 ELECTRICAL ONE-LINE DIAGRAM

[08] TELECOMMUNICATIONS

40 T-001 TELECOMMUNICATIONS COVER SHEET

41 T-101 TELECOMMUNICATIONS PLAN - BUILDING 61 - LEVEL 1 AND 2

42 T-102 TELECOMMUNICATIONS PLAN - BUILDING 61 - LEVEL 3 AND 4

43 T-501 TELECOMMUNICATIONS DETAILS

44 T-601 TELECOMMUNICATIONS RISERS

TOTAL SHEETS: 44

LOCATION

PLAN

AREA

PLAN

N N

PROJECT LOCATION

PROJECT

LOCATION

NUMBER REVISION DESCRIPTION DATE

ABBREVIATIONS CODES STANDARDS AND EXECUTIVE ORDERS

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.

VA TOILET ROOM

TURNING RADIUS

CLEAR FLOOR SPACE

@ WATER CLOSET

5'-6"

2'-6"

4' -0

2'-6"

4' -0

FIXTURE MOUNTING HEIGHTS AND CLEARANCES

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. REFERENCE RELEVANT ADDENDA FOR EACH OF THE ADOPTED CODES AND STANDARDS:

• 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/).

• 2024 INTERNATIONAL BUILDING CODE (IBC) (ONLY WHEN SPECIFICALLY REFERENCED IN VA DESIGN DOCUMENTS, SEE NOTES BELOW)

• 2024 INTERNATIONAL EXISTING BUILDING CODE (IEBC) (IF APPLICABLE)

• 2024 NFPA 101 LIFE SAFETY CODE (SEE NOTES BELOW)

• 2024 NATIONAL FIRE CODES (NFPA)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS.

• 2023 VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2024 INTERNATIONAL MECHANICAL CODE

• 2023 NATIONAL ELECTRICAL CODE (NEC), NFPA 70

• 2024 INTERNATIONAL PLUMBING CODE (IPC)

• 2022 SAFETY CODE FOR ELEVATORS AND ESCALATORS, AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) A 17.1.

• ARCHITECTURAL BARRIERS ACT (ABA) STANDARDS INCLUDING VA SUPPLEMENT, VA BARRIER FREE DESIGN STANDARD (PG-18-13)

• 2022 ANSI ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

• 2022 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, AMERICAN CONCRETE INSTITUTE AND COMMENTARY (ACI 318-19)

• 2023 STEEL CONSTRUCTION MANUAL (16TH 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.

• 2022 VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY – ASHRAE STANDARD 62.1

• 2022 SAFETY STANDARD FOR REFRIGERATION SYSTEMS – ASHRAE STANDARD 15

• 2020 PHYSICAL SECURITY AND RESILIENCY DESIGN MANUAL (1 MAY 24 REVISION)

• 2023 VA ELEVATOR DESIGN MANUAL (1 JULY 23 REVISION)

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: TACOMA, WA

CLIMATE ZONE (TABLE ANNEX 1-1): ZONE 4C

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-30 c.i. EXISTING METAL BUILDINGS: R-19 + R-11 Ls or R-25 + R-8 Ls EXISTING

ATTIC AND OTHER: R-49 EXISTING

WALLS, ABOVE GRADE

MASS: R-9.5 c.i. EXISTING METAL BUILDING: R-0 + R-15.8 c.i. EXISTING STEEL-FRAMED: R-13 + R-7.5 c.i. EXISTING WOOD-FRAMED AND OTHER: R-13 + R-3.8 c.i. or R-20 EXISTING

WALL, BELOW GRADE

BELOW-GRADE WALL: R-7.5 c.i. EXISTING

FLOORS

MASS: R-14.6 c.i. EXISTING

STEEL-FRAMED: R-30 EXISTING

WOOD-FRAMED AND OTHER: R-30 EXISTING

SLAB-ON-GRADE FLOORS

UNHEATED SLABS: R-15 for 24 in. EXISTING HEATED SLABS: R-20 for 24 in. EXISTING.

OPAQUE DOORS

SWINGING: U-0.370 EXISTING

NONSWINGING: U-0.310 EXISTING

FENESTRATION (TABLE 5.5-4):

VERTICAL FENESTRATION, U-FACTOR

FIXED: U-0.36 EXISTING

OPERABLE: U-0.45 EXISTING

ENTRANCE DOOR: U-0.63 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

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

BG BUMPER GUARD

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

C/C CONTRACTOR PROVIDED /

CONTRACTOR INSTALLED

CD CONSTRUCTION DOCUMENTS

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CH BD CHALKBOARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

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

CPT CARPET/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 EPOXY 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

QT QUARRY TILE

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

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

6' -0

R

RAF RESILIENT ATHLETIC 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)

SWC STAINLESS STEEL WALLCOVERING

T

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TOF TOP OF FOOTING/ FOUNDATION

TOM TOP OF MASONRY

TOS TOP OF SLAB/ STEEL

U

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VAR VARIES

V/C VA PROVIDED / CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VFAT VINYL-FACED ACOUSTICAL TILE

VP VENEERED PLASTER

VT VINYL TILE

V/V 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

TRUE

NORTH

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

**48" MIN IF BOTH CLOSER

AND LATCH PROVIDED

M

IN

4' -0

M

A X

4' -0

M

A X

DRINKING

FOUNTAIN

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

4' -0

"M A

X

WASTE

RECEPTACLE

4' -0

M

A X

SOAP

DISPENSER

3' -0

M

A X

1'-6" MIN

WALL

4' -0

M

A X

WALL HOOK

7' -0

CLOCK

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

HANDRAILS AND

BUMPER GUARDS

6"2' -1

0"

'-2

3' -6

M

A X

5' -0

M

A X

M A

X

ELEVATOR LOBBY

CALL STATION PANEL

M A

X

AUXILIARY CAR

OPERATING PANEL

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

EXP. 12/31/2026

EXP. 09/30/2025

MEP/TELECOM ENGINEER / VT CONSULTANT

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

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

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S KELLY AVE, STE H2

EDMOND, OK 73003

(405) 210-5814

FULLY SPRINKLERED

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

STRUCTURAL ENGINEER

STAND SEI

8234 ROBINSON ST,

OVERLAND PARK, KS 66204

(913) 214-2169

ARCH REG. NO. 12903

ENGR REG. NO. 24007067

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

/1

/2

:3 :4

P

M

GENERAL INFORMATION

BAB 2 OF 44AJS

FINAL BID DOCUMENTS

REFURBISH ELEVATORS AT

BLDG. 61

04/21/2025

663A4-24-201

AMERICAN LAKE VAMC

9600 VETERANS DR S.W.

TACOMA, WA 98493

GI001

SPUR #: 2416NUMBER 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

GI002

GI002

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.

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

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

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

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

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

CONTROLS DEFINED BELOW FOR THE LEVEL OF PRECAUTIONS IDENTIFIED FOR THE ACTIVITY MUST BE IN PLACE BEFORE THE ACTIVITY BEGINS AND MAINTAINED UNTIL WORK IS COMPLETED AND THE AREA IS ACTIVATED. CONTROL MEASURES FOR EACH PRECAUTION LEVEL MUST ALSO INCLUDE THE CONTROL MEASURES IN THE PRECEDING LEVEL(S). AS THE ACTIVITY PROGRESSES, A FULL RE-

EVALUATION OF REMAINING ACTIVITY TYPE AND PATIENT RISK IS REQUIRED PRIOR TO

DOWNGRADING THE LEVEL OF PRECAUTIONS.

LEVEL I:

1. PERFORM WORK ACTIVITY IN A MANNER THAT DOES NOT CREATE DUST.

2. IMMEDIATELY REPLACE ANY CEILING TILE, CLOSE ACCESS PANELS, ETC., UPON COMPLETION

OF WORK.

3. ANY MATERIALS AND EQUIPMENT BEING BROUGHT INTO THE FACILITY MUST BE FREE OF

CONTAMINANTS AND LOOSE MATERIAL.

LEVEL II:

ALL CONTROL MEASURES IN LEVEL I AND THE FOLLOWING:

1. PROVIDE ACTIVE MEANS TO CONTROL AIRBORNE DUST FROM DISPERSING INTO OCCUPIED

AREAS AND/OR WATER MIST SURFACE TO CONTROL DUST (E.G., MOBILE DUST CONTAINMENT

CART OR SOME OTHER SYSTEM).

2. IF WORK SITE CONTAINED, MUST BE NEUTRAL OR NEGATIVELY PRESSURIZED.

3. ENSURE WORKER CLOTHING IS CLEAN AND FREE OF VISIBLE DUST BEFORE LEAVING THE

WORK AREA.

4. REMOVE/ISOLATE/TAPE OFF AIR DIFFUSERS (SUPPLY AND RETURN) TO PROTECT THE HVAC

SYSTEM FROM DUST AND REDUCE AIR TURBULENCE. REBALANCE SYSTEM TO ADDRESS

DIFFUSER ISOLATION.

5. WHEN THE WORK INVOLVES OR IMPACTS POTABLE WATER SYSTEMS INCLUDING

STAGNATION DUE TO REDUCED USAGE, THE PIPING SHALL BE FLUSHED TWICE A WEEK OR

ISOLATED FROM THE MAIN SYSTEM.

6. SEAL/CLOSE DOORS TO PREVENT DUST MIGRATION. MAY PUT ZIPPER PLASTIC BARRIER

OVER DOOR.

7. CONSIDER HEPA CART USE.

8. CONTAIN ALL TRASH AND DEBRIS IN THE WORK AREA. PERFORM DAILY CLEANING AND

DISPOSAL OF TRASH (COVERED) FROM WORK AREA USING AN IDENTIFIED EXIT ROUTE.

9. ANY EQUIPMENT, TOOLS, OR MATERIALS REMOVED FROM THE WORK AREA MUST BE IN

SEALED CONTAINERS AND/OR CLEANED OF DUST AND DEBRIS PRIOR TO REMOVAL FROM THE

AREA.

10. NONPOROUS/SMOOTH AND CLEANABLE CONTAINERS (WITH A HARD LID) MUST BE USED TO

TRANSPORT TRASH AND DEBRIS FROM THE CONSTRUCTION AREAS. THESE CONTAINERS

MUST BE DAMP-WIPED CLEANED AND FREE OF VISIBLE DUST/DEBRIS BEFORE LEAVING THE

CONTAINED WORK AREA.

11. INSTALL A STICKY (DUST COLLECTION) MAT AT ENTRANCE OF CONTAINED WORK AREA

BASED ON FACILITY POLICY. STICKY MATS MUST BE CHANGED ROUTINELY AND WHEN VISIBLY

SOILED.

12. MAINTAIN CLEAN SURROUNDINGS WHEN AREA IS NOT CONTAINED BY DAMP MOPPING OR

HEPA VACUUMING SURFACES AT LEAST DAILY.

LEVEL III:

ALL CONTROL MEASURES IN LEVELS I AND II AND THE FOLLOWING:

1. ENSURE AVAILABILITY OF EQUIPMENT FOR CLEANING HANDS.

2. CONSTRUCT AND COMPLETE CRITICAL BARRIERS MEETING NFPA 241 REQUIREMENTS.

BARRIERS MUST EXTEND TO THE CEILING OR IF CEILING TILE IS REMOVED, TO THE DECK

ABOVE.

3. ALL (PLASTIC OR HARD) BARRIER CONSTRUCTION ACTIVITIES MUST BE COMPLETED IN A

MANNER THAT PREVENTS DUST RELEASE. PLASTIC BARRIERS MUST BE EFFECTIVELY

AFFIXED TO FLOOR AND CEILING (OR FLOOR/ROOF DECK ABOVE) AND SECURE FROM

MOVEMENT OR DAMAGE.

4. SEAL ALL PENETRATIONS IN CONTAINMENT BARRIERS, INCLUDING FLOORS AND CEILING,

USING APPROVED MATERIALS (UL SCHEDULE FIRESTOP IF APPLICABLE FOR BARRIER TYPE).

5. MAINTAIN .01 INCHES /WATER GAUGE NEGATIVE PRESSURIZATION OF THE ENTIRE

WORKSPACE BY USE OF HEPA EXHAUST AIR SYSTEMS DIRECTED OUTDOORS (UNLESS A

WORK SPECIFIC WAIVER IS APPROVED BY VHA’S OFFICE OF HEALTHCARE ENGINEERING);

THIS MUST BE MAINTAINED CONTINUOUSLY 24/7 FOR THE DURATION OF THE PROJECT.

EXHAUST DISCHARGED DIRECTLY TO THE OUTDOORS THAT IS 25 FEET OR GREATER FROM

ENTRANCES, AIR INTAKES AND WINDOWS IS NOT REQUIRED TO BE HEPA-FILTERED.

EXHAUSTING DISCHARGED AIR INTO SHARED OR RECIRCULATING HVAC SYSTEMS, OR OTHER

SHARED EXHAUST SYSTEMS (E.G., BATHROOM EXHAUST) IS PROHIBITED.

6. INSTALL A DIFFERENTIAL PRESSURE SENSING DEVICE (E.G., MAGNEHELIC, MANOMETER, OR

DIGITAL MONITORING) ON EXTERIOR OF WORK CONTAINMENT TO CONTINUALLY MONITOR

AND DOCUMENT NEGATIVE PRESSURIZATION. THE “BALL IN THE WALL” OR SIMILAR

APPARATUS ARE NOT ACCEPTABLE.

LEVEL IV:

ALL CONTROL MEASURES IN LEVELS I, II AND III AND THE FOLLOWING:

1. BARRIERS MUST BE HARD BARRIERS UNLESS TEMPORARY TO INSTALL FINAL BARRIER.

2. CONTAINMENT MUST INCLUDE AN ANTEROOM TO ENSURE PRESSURE CONTROL. ANTEROOM

MUST BE LARGE ENOUGH FOR EQUIPMENT STAGING, CART CLEANING, WORKERS’ PPE AND

CLEANING.

3. WORKER CLOTHING AND/OR PPE MUST BE REMOVED OR CLEAN AND FREE OF VISIBLE DUST

BEFORE LEAVING THE WORK AREA ANTEROOM. HEPA VACUUMING OF CLOTHING OR USE OF

COVER SUITS IS ACCEPTABLE.

4. WORKERS MUST WEAR SHOE COVERS OR HAVE A METHOD TO CLEAN SHOES IN ANTEROOM.

SHOE COVERS MUST BE REMOVED PRIOR TO EXITING THE ANTEROOM TO THE OCCUPIED

SPACE (NON-WORK AREA). DAMAGED SHOE COVERS MUST BE CHANGED IMMEDIATELY.

GENERAL ICRA NOTES - LEVEL OF PRECAUTIONS & CONTROL MEASURES

CONTROLS DEFINED BELOW SHALL BE COMPLETED UPON COMPLETION OF THE ACTIVITY AND

INSPECTED PRIOR TO TERMINATING MEASURES DEFINED IN TABLE 5.

LEVELS I -II:

CLEANING:

1. CLEAN WORK AREAS INCLUDING ALL ENVIRONMENTAL SURFACES, HIGH HORIZONTAL

SURFACES AND FLOORING MATERIALS.

2. CHECK ALL SUPPLY AND RETURN AIR REGISTERS FOR DUST ACCUMULATION ON UPPER

SURFACES AS WELL AS AIR DIFFUSER SURFACES.

HVAC SYSTEMS:

1. REMOVE ISOLATION OF HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.

VERIFY THAT HVAC SYSTEMS ARE CLEAN AND OPERATIONAL.

2. VERIFY THE HVAC SYSTEMS MEET ORIGINAL AIRFLOW AND AIR EXCHANGE DESIGN

SPECIFICATIONS.

WATER SYSTEMS:

1. UNTIL THE POTABLE WATER SYSTEM IS ACTIVATED AND IN USE, FLUSHING SHALL

CONTINUE AT LEAST TWICE PER WEEK IN ACCORDANCE WITH VHA DIRECTIVE 1061.

LEVELS III - IV:

CONSTRUCTION AREAS MUST BE INSPECTED BY AN INFECTION PREVENTIONIST AND

ENGINEERING REPRESENTATIVE (AND OTHERS AS DETERMINED BY THE FACILITY) FOR FINAL

ACTIVITY/PROJECT CLOSE OUT AND REMOVAL OF INFECTION PREVENTION AND CONTROL

MEASURES.

WORK AREA CLEANING:

1. CLEAN WORK AREAS INCLUDING ALL ENVIRONMENTAL SURFACES, HIGH HORIZONTAL

SURFACES AND FLOORING MATERIALS.

2. CHECK ALL SUPPLY AND RETURN AIR REGISTERS FOR DUST ACCUMULATION ON UPPER

SURFACES AS WELL AS AIR DIFFUSER SURFACES.

REMOVAL OF CRITICAL BARRIERS:

1. CRITICAL BARRIERS MUST REMAIN IN PLACE DURING ALL WORK INVOLVING DRYWALL

REMOVAL, CREATION OF DUST AND ACTIVITIES BEYOND SIMPLE TOUCH-UP WORK. THE

BARRIER MAY NOT BE REMOVED UNTIL A WORK AREA CLEANING HAS BEEN PERFORMED.

ADDITIONAL CLEANING MAY BE NEEDED AFTER REMOVAL OF BARRIER.

2. ALL (PLASTIC OR HARD) BARRIER REMOVAL ACTIVITIES MUST BE COMPLETED IN A MANNER

THAT PREVENTS DUST RELEASE. USE THE FOLLOWING PRECAUTIONS WHEN REMOVING

HARD BARRIERS:

1. CAREFULLY REMOVE SCREWS AND PAINTER TAPE.

2. IF DUST WILL BE GENERATED DURING SCREW REMOVAL, USE HAND-HELD HEPA

VACUUM.

3. DRYWALL CUTTING IS PROHIBITED DURING REMOVAL PROCESS.

4. CLEAN ALL STUD TRACKS WITH HEPA VACUUM BEFORE REMOVING OUTER HARD

BARRIER.

5. USE A PLASTIC BARRIER TO ENCLOSE AREA IF DUST COULD BE GENERATED.

NEGATIVE AIR REQUIREMENTS:

1. THE USE OF NEGATIVE AIR MUST BE DESIGNED TO REMOVE CONTAMINANTS FROM THE

WORK AREA.

2. NEGATIVE AIR DEVICES (FANS, FILTERS, MONITORING AND DOCUMENTATION EQUIPMENT)

MUST REMAIN OPERATIONAL AT ALL TIMES AND IN PLACE FOR A PERIOD AFTER COMPLETION

OF DUST CREATING ACTIVITIES TO REMOVE CONTAMINANTS FROM THE WORK AREA AND

BEFORE REMOVAL OF CRITICAL BARRIERS.

HVAC SYSTEMS:

1. UPON REMOVAL OF CRITICAL BARRIERS, REMOVE ISOLATION OF HVAC SYSTEM IN AREAS

WHERE WORK IS BEING PERFORMED.

2. VERIFY THAT HVAC SYSTEMS ARE CLEAN AND OPERATIONAL.

3. VERIFY AND DOCUMENT THROUGH A TAB THE HVAC SYSTEMS MEETS ORIGINAL AIRFLOW

AND AIR EXCHANGE DESIGN SPECIFICATIONS.

WATER SYSTEMS:

UNTIL THE POTABLE WATER SYSTEM IS ACTIVATED AND IN USE, FLUSHING SHALL CONTINUE AT

LEAST TWICE PER WEEK IN ACCORDANCE WITH VHA DIRECTIVE 1061.

MINIMUM INFECTION PREVENTION AND CONTROL MEASURES REQUIRED

UPON COMPLETION OF THE ACTIVITY

INSPECTIONS AND NON-INVASTIVE ACTIVITES

MATRIX OF PRECAUTIONS FOR CONSTRUCTION & RENOVATION

CATEGORY A

INCLUDES BUT NOT LIMITED TO:

• WORK CAN BE COMPLETED IN A SINGLE SHIFT, DOES NOT EXCEED 10 HOURS, AND DOES NOT CREATE DUST OR DEBRIS.

• PATIENTS AND/OR EMPLOYEES MAY BE IN THE AREA DEPENDING ON THE ACTIVITY.

• REMOVAL OF CEILING TILE OR ACCESS TO MECHANICAL OR ELECTRICAL CHASE FOR VISUAL INSPECTION LIMITED TO 1 TILE

PER 50 SQUARE FEET WITH LIMITED EXPOSURE TIME (NOT TO EXCEED AN HOUR FOR EACH TILE) WITHIN THE SHIFT.

• MINOR INTERIOR UPDATES (E.G., REPLACING FLOOR OR CEILING TILES, CARPENTRY WORK TO INCLUDE HANGING SIGNAGE, AND PAINTING WITHOUT SANDING) THAT DO NOT CREATE DUST OR DEBRIS.

• LIMITED BUILDING SYSTEM MAINTENANCE SUCH AS PLUMBING ON POTABLE SYSTEMS LIMITED TO FAUCET REPLACEMENT

ETC. AND ELECTRICAL WORK SUCH AS REPLACEMENT OF BULBS, RECEPTACLES, OR SWITCHES.

SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATES MINIMAL DUSTCATEGORY B

INCLUDES BUT NOT LIMITED TO:

• PROLONGED INSPECTION AND WORK THAT MAY TAKE LONGER THAN A SINGLE SHIFT BUT NOT EXCEEDING A WEEK.

• PATIENTS AND EMPLOYEES ARE NOT TO BE IN THE AREA UNTIL ACTIVITY IS COMPLETED.

• WORK THAT CREATES MINIMAL DUST AND DEBRIS.

• INTERIOR FINISH OR SURFACE REPAIRS, UPDATES, OR MODIFICATIONS SUCH AS REPAIR OF FIREWALLS AND BARRIERS, AND

NEW FLOORING THAT PRODUCES MINIMAL DUST AND DEBRIS. CONTROLLED SANDING ACTIVITIES (E.G., WET OR DRY

SANDING) THAT PRODUCE MINIMAL DUST AND DEBRIS.

• PLUMBING WORK SUCH AS INSTALLATION OR REPLACEMENT OF A SINGLE FIXTURE OR PIPING FOR A SINGLE FIXTURE. ANY

WORK ON SANITARY PLUMBING INCLUDING SNAKING OF DRAINS.

• ELECTRICAL WORK SUCH AS INSTALLATION OF CABLING/WIRING/CONDUIT FOR A SINGLE DEVICE, INSTALLATION OF NEW

DEVICE SUCH AS A LIGHT FIXTURE THAT PRODUCES MINIMAL DUST AND DEBRIS.

• AIR HANDLER AND/OR FAN SHUTDOWN/STARTUP AND HVAC WORK SUCH AS REPLACEMENT OF A SINGLE DIFFUSER, SINGLE

TERMINAL UNIT OR A SINGLE DEVICE THAT PRODUCES MINIMAL DUST AND DEBRIS.

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

DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES

INCLUDES BUT NOT LIMITED TO:

• WORK REQUIRING LONGER THAN A SINGLE WEEK TO COMPLETE BUT NOT EXCEEDING 6 MONTHS.

• PATIENTS AND EMPLOYEES ARE NOT TO BE IN THE AREA UNTIL ACTIVITY IS COMPLETED.

• DEMOLITION/REMOVAL OF EXISTING FLOOR COVERING, CASEWORK, LAY-IN CEILING, OR OTHER ARCHITECTURAL ELEMENTS.

• DEMOLITION/REMOVAL OF MORE THAN 32 FT2 OF DRYWALL/FRAMING, HARD CEILINGS, AND DOORS/FRAMING AND MINIMAL

INFRASTRUCTURE SUCH AS ELECTRICAL CIRCUITS AND BRANCH PIPING.

• INSTALLATION OF NEW WALLS, CEILINGS AND DOORS INCLUDING FRAMING, DRYWALL/PLASTER AND ASSOCIATED WORK.

• PLUMBING WORK SUCH AS THE INSTALLATION OF NEW SINKS, SHOWERS AND TOILETS AND ASSOCIATED PLUMBING.

• SHUT DOWN OF SECTIONS OF POTABLE WATER SYSTEMS.

• ELECTRICAL WORK SUCH AS INSTALLATION OF CONDUIT AND WIRE FOR LIGHTING, RECEPTACLES AND SWITCHES, THE INSTALLATION OF CONDUIT AND WIRE FOR NEW DEVICES SUCH AS TERMINAL UNITS, FANS ETC.

• MODIFICATION OF EXISTING FIRE ALARM AND SUPPRESSION SYSTEMS.

• MECHANICAL WORK SUCH AS THE INSTALLATION OF DUCTWORK, DIFFUSERS, AND TERMINAL UNITS FOR AN AREA.

MAJOR DEMOLITION AND CONSTRUCTION PROJECTS

INCLUDES BUT NOT LIMITED TO:

• WORK DURATION EXCEEDING 6 MONTHS; PATIENTS AND EMPLOYEES NOT TO BE IN THE AREA UNTIL ACTIVITY IS COMPLETED.

• LARGE-SCALE DEMOLITION OF BUILDING COMPONENTS AND INFRASTRUCTURE INCLUDING REMOVAL OF MULTIPLE DOORS, WALLS, FRAMING, CEILINGS, FLOORING, PIPING, ELECTRICAL AND HVAC.

• THE INSTALLATION BUILDING COMPONENTS SUCH AS NEW WALLS, CEILINGS AND DOORS INCLUDING FRAMING, DRYWALL AND

ASSOCIATED PLASTER WORK.

• PLUMBING WORK SUCH AS THE INSTALLATION OF: NEW MEDICAL GAS SYSTEMS, STEAM/HEATING HOT WATER, CONDENSATE

SYSTEMS, MULTIPLE SINKS, SHOWERS AND TOILETS INCLUDING ASSOCIATED PLUMBING.

• SHUTDOWN OF POTABLE WATER, STEAM/HEATING HOT WATER, CONDENSATE, AND MEDICAL GAS SYSTEMS.

• ELECTRICAL WORK SUCH AS INSTALLATION OF ELECTRICAL FEEDERS, DISTRIBUTION PANELS, CONDUIT AND WIRE FOR

LIGHTING, RECEPTACLES AND SWITCHES, THE INSTALLATION OF CONDUIT AND WIRE FOR NEW DEVICES SUCH AS TERMINAL

UNITS, FANS, ELECTRICAL SHUTDOWN OF MULTIPLE PANELS, ETC.

• INSTALLATION OF FIRE ALARM AND SUPPRESSION SYSTEMS.

• MECHANICAL WORK SUCH AS THE INSTALLATION OF AIR HANDLING EQUIPMENT, ASSOCIATED DUCTWORK, DIFFUSERS, HEAT

EXCHANGERS, TERMINAL UNITS AND CONTROLS.

CATEGORY C

CATEGORY D

LOW RISK

PATIENT RISK GROUPS

MEDIUM RISK HIGH RISK HIGHEST RISK

• PUBLIC HALLWAYS AND

GATHERING AREAS NOT

IN CLINICAL AREAS

• OFFICE AREAS NOT IN

CLINICAL AREAS

• BREAKROOMS NOT IN

CLINICAL AREAS

• BATHROOMS OR LOCKER

ROOMS NOT IN CLINICAL

AREAS

• MECHANICAL/ELECTRICAL

ROOMS NOT IN CLINICAL

AREAS

• EMS CLOSETS NOT ON

CLINICAL UNITS

• WAITING AREAS

• CLINICAL ENGINEERING

(BIOMEDICAL/ STORAGE

CLOSETS FOR ITEMS

USED ON A CLINICAL

UNIT.)

• MATERIALS

MANAGEMENT/LOGISTICS/

TSS

• STERILE PROCESSING

DEPARTMENT – DIRTY

SIDE

• KITCHEN, CAFETERIA,

GIFT SHOP, COFFEE

SHOP, AND FOOD KIOSKS

• PATIENT CARE ROOMS AND

AREAS

• ALL ACUTE CARE UNITS,

INCLUDING MENTAL HEALTH

• ALL OUTPATIENT UNITS AND

CLINICS

• EMERGENCY DEPARTMENT

• DOMICILIARIES AND

TRANSITIONAL RESIDENCES

• EMPLOYEE HEALTH

• PHARMACY – GENERAL

WORK ZONE

• MEDICATION ROOMS AND

CLEAN UTILITY ROOMS

• IMAGING SUITES –

DIAGNOSTIC IMAGING

• LABORATORY

• ALL TRANSPLANT UNITS

• ALL INTENSIVE CARE UNITS

• ALL ONCOLOGY UNITS AND

CHEMOTHERAPY/INFUSION

CENTERS

• OR THEATERS AND

RESTRICTED AREAS

• HEMODIALYSIS UNITS

• PROCEDURAL ROOMS*

• PHARMACY COMPOUNDING

AREA

• STERILE PROCESSING

DEPARTMENT – CLEAN SIDE

• TRANSFUSION SERVICES

• IMAGING SUITES –

INTERVENTIONAL IMAGING

• DEDICATED ISOLATION

WARDS/UNITS FOR

INFECTIOUS DISEASES

RISK RELATED GROUP CATEGORY A CATEGORY B CATEGORY C CATEGORY D

LOW RISK GROUP

MEDIUM RISK GROUP

HIGH RISK GROUP

HIGHEST RISK GROUP

I

I

I

II

II

II

II

III

II

III

IV

IV

III

IV

IV

IV

CONSTRUCTION PROJECT TYPE

NOTE: AN INFECTION PREVENTION AND CONTROL PERMIT IS REQUIRED FOR LEVEL III AND LEVEL IV. CONSULT WITH INFECTION

PREVENTION AND CONTROL FOR LEVEL I AND LEVEL II.

NON-PATIENT CARE

AREAS SUCH AS:

PATIENT CARE SUPPORT

AREAS SUCH AS:

PATIENT CARE

AREAS SUCH AS:

PROCEDURAL, INVASIVE,

STERILE SUPPORT AND HIGHLY

COMPROMISED PATIENT CARE

AREAS SUCH AS:

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

EXP. 12/31/2026

EXP. 09/30/2025

MEP/TELECOM ENGINEER / VT CONSULTANT

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

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

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S KELLY AVE, STE H2

EDMOND, OK 73003

(405) 210-5814

FULLY SPRINKLERED

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

STRUCTURAL ENGINEER

STAND SEI

8234 ROBINSON ST,

OVERLAND PARK, KS 66204

(913) 214-2169

ARCH REG. NO. 12903

ENGR REG. NO. 24007067

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

/1

/2

:3 :4

P

M

ICRA CONSTRUCTION DETAILS

Author 3 OF 44Checker

FINAL BID DOCUMENTS

REFURBISH ELEVATORS AT

BLDG. 61

04/21/2025

663A4-24-201

AMERICAN LAKE VAMC

9600 VETERANS DR S.W.

TACOMA, WA 98493

GI002

SPUR #: 2416

1/2" = 1'-0"

GENERAL ICRA CONSTRUCTION PLAN LAYOUT13/8" = 1'-0"

ICRA MOBILE CONTAINMENT CART23/8" = 1'-0"

SECTION AT ICRA CONSTRUCTION PLAN3

3/8" = 1'-0"

ICRA ELEVATION4

3/4" = 1'-0"

ICRA BARRIER WALL TYPES5

ELEV #1

337 SF

MECH RM

ELEV #2

ELEV #3

LOBBY

VESTIBULE

RECEPTION

OFFICE

CORRIDOR

WAITING

OFFICE

M. TOILET

STORAGE

OFFICE

PHASING NOTES

PHASE 1

PHASE 4

PHASE 2

• ELEVATOR 3

• ELEV. 3 MACHINE ROOM

a. EQUIPMENT TO BE REMOVED FROM AND HOISTED INTO PENTHOUSE

VIA CRANE AND NEW ROOF HATCH OPENING

b. WORK IS PERMITTED DURING NORMAL BUSINESS HOURS

AREA NOT IN SCOPE

ICRA BARRIER, REF: GI002

TEMPORARY 3'-6" ICRA BARRIER

DOOR WITH FRAME SYSTEM.

SEAL DOOR AND PROVIDE LOCKING

HARDWARE

NEW FIRE COMMAND PANEL, REF:

FIRE PROTECTION

PHASING PLAN LEGEND

PHASE 3

• ELEVATOR 2

• ELEVATOR 2 MACHINE ROOM

• ELEVATOR 1

• ELEVATOR 1 MACHINE ROOM

• LEVEL 1 MECHANICAL ROOM

• INSTALL CONDENSING UNITS; REFER: MECHANICAL DRAWINGS

• FIRE COMMAND PANEL

351 SF

MECH ROOM

0"

F V

'-9

FV

10'-7"

F V

7' -1

0"

FV

12'-0"

ELEV MECH

ROOM

GENERAL PHASING NOTES

1. ALL CONSTRUCTION PHASING TO BE COORDINATED WITH VA COR FOR WORK RELATED TIMES

OF DAY, NIGHT, AND WEEKEND WORK.

2. CONTRACTOR TO COORDINATE WITH THE AHJ FOR CODE AND LIFE SAFETY MEASURES

ASSOCIATED WITH PHASING OF DEMOLITION CONSTRUCTION WORK TO MAINTAIN LIFE SAFETY

MEASURES.

3. CONTRACTOR TO COORDINATE PHASING WITH PROCUREMENT SCHEDULES OF ELEVATOR

EQUIPMENT AND NOTIFY OWNER, VA COR AND ARCHITECT FOR PHASING MODIFICATIONS

NECESSARY TO COMPLETE WORK.

4. CONTRACTOR TO PROTECT ELEVATOR LOBBIES ON FLOORS ABOVE TO MITIGATE THE SPREAD

OF CONSTRUCTION DEBRIS.

5. CONTRACTOR TO PROTECT ADJACENT FURNITURE AND MILLWORK NEAR CONSTRUCTION

ACTIVITIES.

6. IF CORE DRILLING OR OTHER MAJOR NOISE GENERATING WORK IS REQUIRED, CONTRACTOR IS

TO PERFORM SAID WORK AFTER 1PM ON SATURDAYS OR ANY TIME ON SUNDAY

ELEV #2ELEV #1

ELEV LOBBY

ELEV

EQUIPMENT

ELEV

EQUIPMENT

ROOF BELOW

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

EXP. 12/31/2026

EXP. 09/30/2025

MEP/TELECOM ENGINEER / VT CONSULTANT

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

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

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S KELLY AVE, STE H2

EDMOND, OK 73003

(405) 210-5814

FULLY SPRINKLERED

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

STRUCTURAL ENGINEER

STAND SEI

8234 ROBINSON ST,

OVERLAND PARK, KS 66204

(913) 214-2169

ARCH REG. NO. 12903

ENGR REG. NO. 24007067

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

/1

/2

:3 :4

P

M

PHASING PLAN

BAB 4 OF 44AJS

FINAL BID DOCUMENTS

REFURBISH ELEVATORS AT

BLDG. 61

04/21/2025

663A4-24-201

AMERICAN LAKE VAMC

9600 VETERANS DR S.W.

TACOMA, WA 98493

GI011

SPUR #: 2416

N

1/4" = 1'-0"

PHASING PLAN - ELEV. 1-3, TYP.1

N

1/4" = 1'-0"

PHASING PLAN - MECHANICAL ROOM2

N

1/4" = 1'-0"

LEVEL 2 - PHASING PLAN - ELEV 1&2 EQUIP. ROOMS3

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 REG. NO. 12903 EXP. 12/31/2026

ENGR REG. NO. 24007067 EXP. 09/30/2025

STRUCTURAL ENGINEER

STAND SEI

8234 ROBINSON ST

OVERLAND PARK, KS 66204

(913) 214-2169

MECH / TELECOM ENGINEER

SPUR DESIGN

2519 MADISON AVE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

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

FIRE PROTECTION ENGINEER

RATED ENGINEERING

609 S KELLY AVE, STE H2

EDMOND, OK 73003

(405) 210-5814

FULLY SPRINKLERED

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

SPUR #: 2416

663A4-24-201

/1

/2

:0 :5

P

M

STRUCTURAL GENERAL NOTES

TJS 5 OF 44TFH

FINAL BID DOCUMENTS

REFURBISH ELEVATORS AT

BLDG. 61

04/21/2025

AMERICAN LAKE VAMC

9600 VETERANS DR S.W.

TACOMA, WA 98493

SS001

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 (2024 IBC AND VA DESIGN MANUAL PG-18-10 AND

ASCE 7-22 AND IEBC 2024):

1. BUILDING OCCUPANCY RISK CATEGORY II.

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

-- ROOF:………………………………………...............20 PSF

-- MACHINE ROOM FLOOR ....................................150 PSF

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

3. ROOF SNOW LOAD:

-- GROUND SNOW LOAD (Pg):……………………....41 PSF -- FLAT ROOF SNOW LOAD (Pf): ............................39 PSF + DRIFT -- MIN UNIFORM ROOF SNOW LOAD (Pm):…...…. 24 PSF -- RAIN ON SNOW SURCHARGE (Prs) ..................0 PSF -- SNOW EXPOSURE FACTOR (Ce):………………..1.1, EXPOSURE B & C -- SNOW LOAD IMPORTANCE FACTOR (Is):….......1.2 -- THERMAL FACTOR (Ct):……………………….......1.1 (just above freezing)

– SLOPE FACTOR (CS).............................................1.0 (for ¼ per foot roofs)

4. WIND DESIGN DATA:

-- BASIC WIND SPEED (3 SEC GUST):……………..97 MPH

-- WIND EXPOSURE:…………………………………..C

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

5. EARTHQUAKE DESIGN DATA:

-- SEISMIC IMPORTANCE FACTOR (Ie):………......1.0 -- MAPPED SPECTRAL RESP ACCEL (Ss / S1):…..1.5 / 0.47

-- SITE CLASS:………………………………………….D (DEFAULT)

-- SPECTRAL RESPONSE COEFF (Sds / Sd1):……1.08 / 0.65

-- SEISMIC DESIGN CATEGORY:……………………D

-- SEISMIC FORCE RESISTING SYSTEM:…………R=4, CONCRETE SHEAR

WALLS (EXISTING)

STRUCTURAL GENERAL NOTES:

1. DESIGN AND CONSTRUCTION SHALL CONFORM TO THE "INTERNATIONAL

BUILDING CODE, 2024 EDITION" AND APPLICABLE VA GUIDELINES. 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 PRIOR TO

COMMENCING WORK.

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 ENSURE 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 NOT DESIGNED FOR FUTURE

EXPANSION.

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/ENGINEER 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

AD…