P09-657A4-24-305 - 100 Percent CD Combined Drawings Reduced.pdf

PDF 3 MB Posted

Attached to
Z2DA--657A4-24-305, Install Urgent Care Elevator Two Federal contract opportunity
Solicitation number
36C25525R0112
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15

About this file

These are 100% Construction Documents for the installation of Urgent Care Elevator Two at the John J. Pershing VA Medical Center located at 1500 N Westwood Blvd in Poplar Bluff, Missouri. The project (VAMC Project #: 657A4-24-305) involves installing a new 3-stop hydraulic elevator (designated P-8) within an existing vacant elevator shaft, with additional modernization of the existing elevator (P-7). The comprehensive architectural and electrical drawings detail phased construction including demolition of existing finishes, installation of new elevator equipment, upgrade of elevator controllers, implementation of two-way communication systems, and renovation of lobby areas across multiple building levels including the lower level, ground floor, first floor, and elevator equipment rooms.

The documents specify precise technical requirements including elevator cab interior finishes (satin stainless steel panels, translucent ceiling, sheet vinyl flooring), electrical system modifications, seismic restraints, and infection control measures. The project follows Veterans Health Administration (VHA) standards and includes specific phases: project preparation, demolition, new elevator construction, existing elevator upgrades, and lobby finish restoration. Key components include installing new hall call stations, hoistway access panels, emergency communication systems, and ensuring compliance with accessibility and safety regulations. The construction documents are dated 02/06/2025 and prepared by Valhalla Engineering Group, LLC.

View the file

Other files for this federal contract opportunity

Other files attached to Z2DA--657A4-24-305, Install Urgent Care Elevator Two, newest first.
File Type Posted
S06-36C25525R0112 0002.pdf PDF
S06-657A4-24-305 - Pre-Bid Sign In 07212025.pdf PDF
S06-36C25525R0112 0001.pdf PDF
S02-36C25525R0112_1.pdf PDF
P09-657A4-24-305-100 percent CD_Specifications 07022025.pdf PDF
P09-657A4-24-305 -100 Percent CD Design Narrative Compiled_07082025.pdf PDF

On GovTribe

Work with this file on GovTribe

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

Text version

N or th

AREA OF WORK

ALL ARCHITECTURAL RENDERINGS ARE FOR ILLUSTRATION PURPOSES ONLY.

ARCHITECTURAL RENDERINGS ARE PROPOSED AND CONCEPTUAL ONLY.

ARCHITECTURAL RENDERINGS SHALL NOT BE RELIED UPON AS REPRESENTATIONS, EXPRESS OR IMPLIED, OF THE FINAL DETAIL OF THE PROJECT.

NO REPRESENTATIONS OR WARRANTIES WHATSOEVER ARE MADE THAT EXISTING OR FUTURE VIEWS OF THE

PROJECT AND NEARBY AREAS DEPICTED BY ARCHITECTURAL RENDERINGS ARE ACCURATE.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

A R

C H

_R

.r vt

2/ 5/

1:

:4

A

M

GI001

COVER INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

GD CPR

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

JOHN J PERSHING VAMC

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

VAMC PROJECT #: 657A4-24-305

INSTALL URGENT CARE ELEVATOR TWO

SHEET

NUMBER SHEET NAME

GENERAL

GI001 COVER

GI002 GENERAL ABBREVIATIONS, NOTES, & SYMBOLS

GC001 ICRA STANDARDS AND PHASING

ARCHITECTURAL

A-001 ARCHITECTURAL ABBREVIATIONS, NOTES, & SYMBOLS

AD111 DEMOLITION PLANS

AD121 DEMOLITION CEILING PLANS

AD211 DEMOLITION INTERIOR ELEVATIONS AND SECTIONS

AE111 FLOOR PLANS

AE121 REFLECTED CEILING PLANS

AE211 INTERIOR ELEVATIONS AND SECTIONS

AE212 ELEVATOR CAB DETAILS

AE213 ELEVATOR PANELS AND FINISH SCHEDULE

ELECTRICAL

E-001 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

E-002 ELECTRICAL SYMBOLS

EP111 ELECTRICAL PLAN

EP601 POWER ONE-LINE DIAGRAM

EK501 TYPICAL DETAILS

SHEET INDEXRENDERED IMAGESAREA OF WORK

LL LOBBY PRESPECTIVE FROM ENTRY

GROUND FLOOR LOBBY PRESPECTIVE

ADDITIONAL REVIEW 2

ADDITIONAL REVIEW 1

PATIENT SAFETY

INFECTION CONTROL

SAFETY MANAGER

EMPLOYEE HEALTH

FACILITY PLANNER

CHIEF FMS

POLICE CHIEF

ENERGY ENGINEER

ENGINEER REVIEW 1

CHIEF OF HOUSEKEEPING

CHIEF OF EOC

PROJECT ENGINEER / COR

MENTAL HEALTH CHIEF

QUALITY MANAGEMENT

AD FOR OPERATIONS

AD FOR PATIENT CARE

CHIEF OF STAFF

ASSOCIATE DIRECTOR

DIRECTOR

TITLE SIGNATURE

SIGNATURE BLOCK

Number: Revision: Date:

0 100% CONSTRUCTION DOCUMENTS 02/06/2025

ROOM NAME

VIEW TITLE EXAMPLE

ELEVATION CALLOUT EXAMPLE

ENLARGED CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

SECTION OR DETAIL SYMBOL IDENTIFIERS

DETAIL NAME

DRAWING NUMBER

DESIGNATOR ON SHEET

DRAWING SEQUENCE

NUMBER INDICATES

WHERE DRAWING IS

LOCATED

TWO CHARACTER

DISCIPLINE DESIGNATOR

AE101

TO OBJECT

CENTER

COLUMN

BUBBLE

ROOM TAG

MATCH LINE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

NEW LINE TYPE

EXISTING LINE TYPE

DEMOLITION LINE TYPE

AREA OF DEMOLITION

VIEW NAME

1/8" = 1'-0"

F1

AE101

F1

AE101

F1

AS101

SYMBOLS LEGEND

EXTERIORINTERIOR

## SHEET KEYNOTE

REVISION TAG

DRAWING SCALE

REFERENCE

KEYNOTE

DETAIL NUMBER

ON SHEET

SHEET NUMBER

######-A######-A

F1F1

TO OBJECT

FACE OR OTHER

GEOMETRY

F1

AE101

F1

AE101

NOT IN CONTRACT

PROPOSED TEMPORARY

CONSTRUCTION BARRIER

DETAIL NUMBER

ON SHEET

DETAIL / WALL SECTION

BUILDING SECTION

AE101

F1

DETAIL NUMBER

ON SHEET

SHEET NUMBER

1-HR FIRE

2-HR FIRE

3-HR FIRE

4-HR FIRE

1-HR FIRE/SMOKE

2-HR FIRE/SMOKE

3-HR FIRE/SMOKE

4-HR FIRE/SMOKE

0-HR SMOKE 0.5-HR SMOKE

FIRE RESISTIVE RATED PARTITIONS

GENERAL ABBREVIATIONS

ABBREVIATIONS LISTED BELOW ARE GENERAL ABBREVIATIONS ACROSS ALL DISCIPLINES. DISCIPLINE SPECIFIC ABBREVIATIONS MAY SUPERSEDE GENERAL ABBREVIATIONS. REFER TO DISCIPLINE SPECIFIC ABBREVIATIONS SHEETS. A. WORK SHALL CONFORM WITH PROJECT SPECIFICATIONS.

B. CONTRACTOR SHALL BECOME FULLY ACQUAINTED WITH CONDITIONS

RELATED TO THE WORK. QUESTIONS WILL BE DIRECTED TO VHA COR.

C. CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS

AND SEQUENCES OF CONSTRUCTION AND THE SAFETY OF CONSTRUCTION

PERSONNEL AND VISITORS.

D. DRAWINGS CONTAINED IN THIS SET SHALL NOT BE REPRODUCED FOR SHOP

DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED AS SHOP DRAWINGS

WILL BE REJECTED AND RETURNED TO THE CONTRACTOR. REFER TO

SPECIFICATION SECTION 01 33 23.

E. EXAMINE SUBSTRATE AND/OR CONDITIONS UNDER WHICH THE WORK WILL

BE INSTALLED AND REPORT TO THE VHA COR, IN WRITING, CONDITIONS

DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THEIR WORK. DO

NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.

COMMENCING WITH INSTALLATION WILL CONSTITUTE ACCEPTANCE OF THE

SUBSTRATE AND/OR CONDITIONS.

F. DO NOT SCALE DRAWINGS: FOLLOW WRITTEN DIMENSIONS AND NOTES.

CONTACT VHA COR FOR CLARIFICATIONS, IF REQUIRED.

G. "TYPICAL", AS USED IN THESE DOCUMENTS, MEANS THAT THE CONDITION OR

DIMENSION IS REPRESENTATIVE OF, OR THE SAME, FOR SIMILAR

CONDITIONS THROUGHOUT.

H. IF THERE IS A DISCREPANCY BETWEEN SMALL SCALE AND LARGE SCALE

DRAWINGS, (PLAN, SECTION, & DETAIL DRAWINGS, ETC), CONTACT VHA CO

FOR CLARIFICATION.

I. IF THERE IS A DISCREPANCY BETWEEN THE DRAWINGS AND THE

SPECIFICATIONS, SPECIFICATIONS GOVERN. CONTACT VHA CO FOR

CLARIFICATION.

J. DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS SHALL

BE REPORTED TO THE VHA CO, IN WRITING, FOR RESOLUTION PRIOR TO

PROCEEDING WITH THE WORK.

K. DISCREPANCIES SHALL BE REPORTED TO THE VHA CO IN WRITING FOR

RESOLUTION, PRIOR TO PROCEEDING WITH THE WORK. NO CHANGE

ORDERS OR EXTENSIONS OF TIME WILL BE ALLOWED OR ACCEPTED FOR

PROCEEDING WITH THE WORK WITHOUT THE CONTRACTING OFFICER'S

WRITTEN DIRECTION AND APPROVAL. ALSO, CONTRACTOR SHALL REPAIR

AND/OR REPLACE UNAUTHORIZED WORK, AS INDICATED BY THE VHA COR,

AT NO ADDITIONAL COST TO THE VHA.

L. DISSIMILAR METAL MATERIALS SHALL BE ISOLATED WITH AN APPROVED

NONMETAL ISOLATION MATERIAL IN ACCORDANCE WITH SPECIFICATIONS.

M. EXTERIOR EXPOSED STEEL SHALL BE PAINTED PER SPECIFICATION SECTION

09 91 00.

N. CONTRACTOR SHALL VERIFY THE LOCATIONS OF EXISTING UNDERGROUND

UTILITIES AND THEIR SERVICE CONNECTIONS WITH THE PROPER UTILITY

COMP, COORDINATE ISSUES WITH VHA COR.

O. CONTRACTOR SHALL COORDINATE SIZE, LOCATIONS AND NUMBER OF ROOF

OPENINGS AND ROOF ACCESSORIES WITH OTHER TRADES. REFER TO

INDIVIDUAL DISCIPLINES' DRAWINGS FOR REFERENCE AND SPECIFICATIONS

FOR REQUIREMENTS.

P. LOCATIONS AND SIZES OF CONCRETE MECHANICAL AND ELECTRICAL

EQUIPMENT PADS SHALL BE COORDINATED WITH THE SELECTED

EQUIPMENT MANUFACTURER AND/OR SUPPLIER. LOCATIONS ARE TO BE

APPROVED BY THE VHA COR PRIOR TO PROCEEDING WITH THE WORK.

Q. PROVIDE INDEPENDENT FRAMING AND ATTACHMENTS TO THE STRUCTURE,

ADEQUATE TO SUPPORT THE CEILING SYSTEM, LIGHT FIXTURES, DUCTS,

DIFFUSERS, SPRINKLER PIPING AND BUS DUCTS.

R. CONTRACTOR TO INSTALL WOOD BLOCKING AND PLYWOOD AS REQUIRED

FOR THE MOUNTING OF TOILET ACCESSORIES, MILLWORK, CASEWORK, AV

EQUIPMENT, MEP ITEMS AND RADIOLOGY EQUIPMENT, ETC. REFER TO

SPECIFICATIONS.

S. BASIS OF DESIGN PRODUCTS SHOWN ON THE DRAWINGS SHALL MEET

SPECIFICATION REQUIREMENTS.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

A R

C H

_R

.r vt

2/ 5/

1:

:4

A

M

GI002

GENERAL ABBREVIATIONS, NOTES,

& SYMBOLS

INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

GD CPR

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

A

ABA ARCHITECTURAL BARRIERS ACT

AC AIR CONDITIONING

AD AREA DRAIN

ADJ ADJUSTABLE / ADJACENT

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECT / ARCHITECTURAL

ATTEN ATTENUATION

AUTO AUTOMATIC

AV AUDIO / VISUAL

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BM BENCH MARK / BEAM

BO BOTTOM OF

BOC BACK OF CURB

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BVL BEVELED

C

CAP CAPACITY

CB CATCH BASIN

CCTV CLOSED CIRCUIT TV

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CIP CAST-IN-PLACE

CL CENTER LINE

CLG CEILING

CLR CLEAR / CLEARANCE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT

COL COLUMN

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION / CONNECT

CONST CONSTRUCT / CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CORR CORRIDOR / CORRUGATED

CP CONCRETE PIPE

CS COUNTERSINK

CU CUBIC

CW COLD WATER

D

DBL DOUBLE

DEMO DEMOLISH / DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DTL DETAIL

DWG DRAWING

E

E EAST

EA EACH

EF EXHAUST FAN

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EP ELECTRICAL PANELBOARD

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXT EXTERIOR

F

FA FIRE ALARM

FB FACE BRICK

FBO FURNISHED BY OWNER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDN FOUNDATION

FF FINISH FLOOR

FF&E FIXTURES, FURNITURE & EQUIPMENT

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RATED

FRMG FRAMING

FS FLOOR SINK

FT FOOT/ FEET

FTG FOOTING

FUT FUTURE

G

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GOVT GOVERNMENT

GPM GALLON PER MINUTE

H

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HORIZ HORIZONTAL

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING / VENTILATING / AIR

CONDITIONING

HW HOT WATER

HYD HYDRANT

I

IBC INTERNATIONAL BUILDING CODE

ID INSIDE DIAMETER

IN INCH

INCL INCLUDE (D), (ING)

INFO INFORMATION

INST INSTALL / INSTALLATION

INSUL INSULATE / INSULATION

INT INTERIOR

INV INVERT

J

JAN JANITOR

JB JUNCTION BOX

JST JOIST

JT JOINT

K

KIT KITCHEN

KO KNOCKOUT

L

L LONG / LENGTH

LAB LABORATORY

LAV LAVATORY

LBS POUNDS

LF LINEAR FOOT (FEET)

LH LEFT HAND

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LPT LOW POINT

LRG LARGE

LT LIGHT

LTG LIGHTING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

M

MAS MASONRY

MAX MAXIMUM

MBR MEMBER

MECH MECHANICAL

MED MEDIUM

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MOD MODULAR

MTD MOUNTED

MTG MOUNTING

MTL METAL

N

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NSF NET SQUARE FEET

NTS NOT TO SCALE

O

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD / OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

P

PA PUBLIC ADDRESS

PB PUSH BUTTON

PC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATE (D)

PERM PERMANENT

PERP PERPENDICULAR

PL PLATE / PROPERTY LINE

PLUMB PLUMBING

PNL PANEL

PR PAIR

PREFAB PREFABRICATE (D)

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARE (D)

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

PVG PAVING

Q

QTY QUANTITY

R

R RISER / RADIUS

RA RETURN AIR

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFER TO / REFERENCE

REINF REINFORCE (D), (ING)

REQD REQUIRED

REV REVISED/ REVISION

RH RIGHT HAND

RM ROOM

ROW RIGHT OF WAY

RR RESTROOM

RTU ROOF TOP UNIT

S

S SOUTH

SAN SANITARY SEWER

SCH SCHEDULE

SCRN SCREEN

SECT SECTION

SF SQUARE FOOT (SQFT)

SHT SHEET

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SPKLR SPRINKLE

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE / STRUCTURAL

SUSP SUSPENDED

SY SQUARE YARD (SQ YD)

SYM SYMMETRICAL / SYMBOL

SYS SYSTEM

T

TEL TELEPHONE

TEMP TEMPORARY / TEMPERED

THK THICK (NESS)

THRU THROUGH

TO TOP OF

TOC TOP OF CURB / CONCRETE

TOD TOP OF DECK

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOR TOP OF ROOF

TOS TOP OF STEEL

TOW TOP OF WALL

TRANSF TRANSFORMER

TV TELEVISION

TYP TYPICAL

U

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

V

VERT VERTICAL

VEST VESTIBULE

VHA VETERANS HEALTH ADMINISTRATION

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W

W WEST, WIDTH, WIDE

W/ WITH

W/IN WITHIN

W/O WITHOUT

WC WATER CLOSET

WH WALL HYDRANT / WATER HEATER

WT WEIGHT

X, Y, Z, MISC

& AND

@ AT

YD YARD

DNUP

A. PROJECT SHALL CONFORM TO CLASS I, II, II, AND IV ICRA LEVEL OF

INFECTION CONTROL BY PRECAUTION PER VHA-ICRA-2023-1.0 (TABLE 4

LEVEL OF INFECTION PREVENTION AND CONTROL PRECAUTIONS, AND TABLE

5 REQUIRED INFECTION PREVENTION AND CONTROL MEASURES, BY LEVEL

OF PRECAUTIONS), OR AS DIRECTED BY THE VA.

B. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH REQUIREMENTS

LISTED IN THE INFECTION CONTROL SECTION OF SPECIFICATION 01 35 26 -

SAFETY REQUIREMENTS

C. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ICRA REQUIREMENT. THE

VA MAY HALT WORK UNTIL REQUIREMENTS ARE COMPLIANT.

D. CONTRACTOR SHALL REMOVE OR ISOLATE EXISTING HVAC SYSTEMS WITHIN

CONSTRUCTION AREA TO PREVENT DUST CONTAMINATION.

E. CONTRACTOR SHALL CONTAIN CONSTRUCTION WASTE IN TIGHTLY COVERED

CONTAINERS PRIOR TO TRANSPORT. WIPE DOWN CONTAINER PRIOR TO

REMOVAL FROM WORK AREA AND PROCEED DIRECTLY OUTDOORS. DO NOT

REMOVE WASTE THROUGH THE HOSPITAL.

F. CONTRACTOR IS RESPONSIBLE FOR THE REMEDIATION OF HAZARDOUS

MATERIALS IN ACCORD WITH VA, LOCAL, STATE, OR FEDERAL TRANSPORT

AND DISPOSAL REQUIREMENTS.

G. CONSTRUCTION ZONE ENTRANCES AND EXITS SHALL BE LOCKED AT ALL

TIMES, UNLESS IN USE BY THE CONTRACTOR. WHEN IN USE, ACCESS WILL

BE CONTROLLED AND MONITORED BY THE CONTRACTOR.

H. ADHESIVE WALK-OFF MATS SHALL BE USED AT CONSTRUCTION ZONES, AND

ANTE ROOM ENTRANCES AND EXITS.

I. TEMPORARY BARRIERS AND DOORS SHALL NOT BE REMOVED UNTIL GIVEN

FINAL APPROVAL BY VA COR.

UPPER LOBBY

STORAGE

OPEN TO

LOWER LEVEL

BELOW

LOWER LEVEL

ROOF BELOW

P-7

ELEVATOR 1

P-8

ELEVATOR 2

LL03

LOWER LOBBY

P-7

ELEVATOR 1

UNEXCAVATED

LL06

JANITOR

LL05

HOLDING

LL01

ENTRY

LL02

WHEELCHAIRS

LL04

SECURITY

UNEXCAVATED

P-8

ELEVATOR 2

G02

ELEVATOR

EQUIPMENT

G01

LOBBY

OPEN TO

LOWER LEVEL

BELOW

P-7

ELEVATOR 1

P-8

ELEVATOR 2

PHASE 1 - PROJECT PREPARATION

1. INSTALL ICRA BARRIERS FOR NEW ELEVATOR (P-8) INSTALLATION

2. PROVIDE TEMPORARY WAYFINDING SIGNAGE AS REQUIRED

3. INSTALL CONSTRUCTION BARRIER IN HOISTWAY BETWEEN CARS

4. PROTECT EXISTING FINISHES IN PROJECT AREA

PHASE 2 - DEMOLITION

1. REMOVE FURRING WALLS AND FINISHES AS REQUIRED AT EACH LEVEL.

2. DEMOLISH HOISTWAY OPENINGS, WORK MAY BE REQUIRED TO OCCUR

AFTER HOURS; COORDINATE WITH VA COR.

PHASE 3 - CONSTRUCTION OF ELEVATOR P-8

1. INSTALL NEW ELEVATOR PER CONSTRUCTION DOCUMENTS AND APPROVED

SHOP DRAWINGS

2. INSTALL NEW DUPLEX CONTROLLER AND PREPARE INTERFACE TO CONNECT

EXISTING ELEVATOR

3. INSTALL TWO-WAY COMMUNICATION COMPONENTS:

A. LOBBY UNIT IN LOBBY LL03

B. MACHINE ROOM UNIT IN ELEVATOR EQUIPMENT G02

C. SYSTEM MONITORING WILL BE PROVIDED BY THIRD-PARTY VENDOR

4. ELEVATOR TESTING

5. ELEVATOR INSPECTION

6. REMOVE ICRA BARRIERS UPON VA COR APPROVAL

7. TURN OVER NEW ELEVATOR TO VA

PHASE 4 - UPGRADES TO ELEVATOR P-7

1. INSTALL ICRA BARRIERS FOR EXISTING ELEVATOR (P-7) MODERNIZATION

2. PROVIDE TEMPORARY WAYFINDING SIGNAGE AS REQUIRED

3. COORDINATE SHUT DOWN OF EXISTING ELEVATOR WITH VA COR

4. UPGRADE EXISTING SIMPLEX CONTROLLER INTO NEW DUPLEX CONTROLLER

WITH TWO-WAY COMMUNICATION

5. REPLACE MAIN AND AUXILIARY CAR OPERATING PANELS

6. ELEVATOR TESTING

7. ELEVATOR INSPECTION

8. REMOVE ICRA BARRIERS UPON VA COR APPROVAL

9. TURN OVER EXISTING ELEVATOR TO VA

PHASE 5 - LOBBY FINISHES

1. INSTALL PER PLANS AND ROOM FINISH SCHEDULE

A. PAINT LOBBY WALLS - LL03, G01, AND 101

B. INSTALL WALL BASE

C. INSTALL CORNER GUARDS

2. REPAIR LOBBY CEILINGS AND FLOORS AS REQUIRED

NOTE: PROVIDE TEMPORARY FIXTURES AND CONTROLS WHILE REPLACING THE

EXISTING AND WHEN EXISTING ARE INACCESSIBLE BEHIND CONSTRUCTION

BARRIER.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

GENERAL NOTES

SHEET KEYNOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

A R

C H

_R

.r vt

2/ 5/

1:

:4

A

M

GC001

ICRA STANDARDS AND PHASING INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

GD CPR

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

12" = 1'-0"

ICRA CONSTRUCTION PERMIT

F7

1/8" = 1'-0"

ICRA PLAN - FIRST FLOOR

C71/8" = 1'-0"

ICRA PLAN - LOWER LEVEL

C1 1/8" = 1'-0"

ICRA PLAN - GROUND FLOOR

C4

1. PROVIDE ICRA BARRIER AT LOWER LEVEL; INCLUDE TOP ENCLOSURE TO

CONTAIN DUST AND MINIMIZE SOUND TRANSMISSION

2. PROVIDE ICRA BARRIER AT GROUND FLOOR FROM FLOOR TO STRUCTURE

ABOVE; TAKE CARE NOT TO DAMAGE FLOOR OR CEILING FINISHES WHEN

REMOVED

3. PROVIDE ICRA BARRIER AT FIRST FLOOR FROM FLOOR TO STRUCTURE

ABOVE; TAKE CARE NOT TO DAMAGE FLOOR OR CEILING FINISHES WHEN

REMOVED

PHASING

ARCHITECTURAL ABBREVIATIONS

ABBREVIATIONS LISTED BELOW ARE SPECIFIC TO ARCHITECTURAL. REFER TO GI002 FOR “GENERAL

ABBREVIATIONS” USED BY MULTIPLE DESIGN DISCIPLINES.

GI002 A. DIMENSIONS ON FLOOR PLANS ARE TO THE FACE OF GYPSUM BOARD (FOG),

FACE OF EXPOSED MASONRY (FOM), FACE OF CONCRETE WALLS (FOC) AND

COLUMN GRID LINES, UNLESS OTHERWISE NOTED.

B. PROVIDE SEALANT AND/OR CAULKING BETWEEN DISSIMILAR ADJOINING

INTERIOR MATERIALS, IE WINDOW SILLS TO GYP BD, ACT CEILINGS TO

MASONRY WALLS, ETC. REFER TO SPECIFICATION SECTION 07 92 00.

C. WALL AND COLUMN GYPSUM BOARD FACING SHALL BE HELD BELOW

STRUCTURE, EXCEPT AT FIRE-RATED PARTITIONS, UNLESS NOTED

OTHERWISE.

D. CEILING HEIGHTS AS SHOWN ON PLANS AND DETAILS ARE FROM FINISHED

FLOOR TO FINISH CEILING.

E. CLOSETS AND ALCOVES WITHOUT A SPACE IDENTIFICATION NUMBER SHALL

HAVE THE SAME FINISHES AS ADJOINING SPACES, UNLESS NOTED

OTHERWISE.

ARCHITECTURAL GENERAL NOTES

DOOR

NUMBER TAG

WALL

TYPE TAG

WINDOW

TYPE TAG

ARCHITECTURAL SYMBOLS LEGEND

REFERENCE

KEYNOTE

W3W3

######-A######-A

S3AS3A

CASEWORK TAG

34 2424

34 2424

CDS

CASEWORK DEPTH (IN)

CASEWORK HEIGHT (IN).

TOP OF COUNTER FOR

BASE CABINETS

CASEWORK WIDTH (IN)

EQUIPMENT

KEYNOTE

A####A####

EARTH /

COMPACT FILL

CONCRETE

CONCRETE

MASONRY UNIT

BATT INSULATION

GYPSUM BOARD

CONTINUOUS WOOD

BLOCKING / ROUGH

FRAMING

CAST STONE

DISCONTINUOUS

WOOD BLOCKING /

SHIM

PLYWOOD / OSB

MATERIALS LEGEND

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

A R

C H

_R

.r vt

2/ 5/

1:

:4

A

M

A-001

ARCHITECTURAL ABBREVIATIONS,

NOTES, & SYMBOLS

INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

NA

GD CPR

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

A

ABAAS ABA ACCESSIBILTY STANDARDS

ACP ACOUSTICAL CEILING PANEL

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

APC ARCHITECTURAL PRECAST CONCRETE

AWP ACOUSTICAL WALL PANEL

B

BITUM BITUMINOUS

BLKG BLOCKING

C

C COURSE

CAB CABINET

CC CONTRACTOR ACQUIRED, CONTRACTOR

INSTALLED

CDS CABINET DESIGN SERIES

CFGS CLEAR FLOOR OR GROUND SPACE

CG CORNER GUARD

CJ CONTROL JOINT

CLOS CLOSET

CMT CERAMIC MOSAIC TILE

CPT CARPET

CSMT CASEMENT

CT CERAMIC TILE

D

DH DOUBLE HUNG

DISP DISPENSER

DMT DEMOUNTABLE

DS DOWNSPOUT

E

EJ EXPANSION JOINT

ELAST ELASTOMERIC

ESC ESCALATOR

EXP EXPANSION / EXPOSED

F

FAB FABRIC

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH / FINISHED

FLG FLOORING

FOF FACE OF FINISH

FOG FACE OF GYPSUM BOARD / WALL

FOS FACE OF STUDS

FRP FIBER REINFORCED PANEL

FUR FURRING

G

GB GRAB BAR

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLASS / GLAZING

GSF GROSS SQUARE FEET

GYP GYPSUM

H

HD HEAD

HDBD HARDBOARD

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HK HOOK

HM HOLLOW METAL

I

ICRA INFECTION CONTROL RISK ASSESSMENT

ILSM INTERIM LIFE SAFETY MEASURES

K

KC KNEE CLEARANCE

KPL KICK PLATE

L

LAM LAMINATE (D)

LVT LUXURY VINYL TILE

M

MDF MEDIUM DENSITY FIBERBOARD

MEMB MEMBRANE

MO MASONRY OPENING

MULL MULLION

N

NRC NOISE REDUCTION COEFFICIENT

P

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PNT PAINT

POLY POLYETHYLENE

PT PORCELAIN TILE

PTN PARTITION

Q

QT QUARRY TILE

QTB QUARRY TILE BASE

R

RB RESILIENT BASE

REF REFRIGERATOR

RFG ROOFING

RO ROUGH OPENING

RSF RESILIENT SHEET FLOORING

S

SC SOLID CORE

STC SOUND TRANSMISSION COEFFICIENT

T

T TREAD

TC TOE CLEARANCE

TG TONGUE & GROOVE

TKBD TACK BOARD

TPO THERMOPLASTIC POLYOLEFIN

TZ TERRAZZO

U

UC UNDER CUT

UNFIN UNFINISHED

V

VB VAPOR BARRIER (VPR BR)

VC VHA ACQUIRED, CONTRACTOR

INSTALLED

VCT VINYL COMPOSITION TILE

VNR VENEER

VV VHA ACQUIRED, VHA INSTALLED

VWC VINYL WALLCOVERING

W

WB WOOD BASE

WD WOOD

WDW WINDOW

WP WATERPROOFING / WORKING POINT

WR WEATHER RESISTANT

WSF WELDED SEAM SHEET FLOORING

WWF WELDED WIRE FABRIC

X

XPS EXTRUDED POLYSTYRENE

UP

DN

A. REFER TO GI002 AND A-001 FOR ABBREVIATIONS AND ADDITIONAL SYMOBLS

AND GENERAL NOTES.

B. REFER TO OTHER DISCIPLINES FOR ADDITIONAL DEMOLITION INFORMATION.

C. FIELD VERIFY EXISTING CONDITIONS AND REPORT DISCREPENCIES TO THE

VHA COR BEFORE PROCEEDING WITH THE WORK.

D. ENSURE THAT EXISTING CONDITIONS, WHICH ARE NOT IN CONTRACT,

REMAIN UNDAMAGED THROUGHOUT THE DURATION OF CONSTRUCTION.

DAMAGED EXISTING CONDITIONS MUST BE REPLACED IN KIND AT THE SOLE

EXPENSE OF THE CONTRACTOR.

E. PROVIDE TEMPORARY CONSTRUCTION BARRIERS PER THE REQUIREMENT

OF SPECIFICATION SECTION 01 35 26, 1.12-B AND NFPA 241, 8.6.2. CONFIRM

LOCATION AND TYPE OF BARRIER TO BE USED WITH THE VHA COR.

F. ALL ITEMS SHOWN WITH A DEMOLITION CROSSHATCH ARE TO BE

DEMOLISHED WHETHER OR NOT THE ITEM IS KEYNOTED.

G. FURNITURE, FIXTURES, AND EQUIPMENT ARE TO BE REMOVED FROM THE

PROJECT AREA BY THE VHA PRIOR TO THE START OF DEMOLITION.

COORDINATE WITH THE VHA COR.

P-7

ELEVATOR 1

P-8

ELEVATOR 2

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

9 LL03

LOWER LOBBY

P-7

ELEVATOR 1

UNEXCAVATED

LL06

JANITOR

LL05

HOLDING

LL01

ENTRY

LL02

WHEELCHAIRS

LL04

SECURITY

UNEXCAVATED

P-8

ELEVATOR 2

AD211

F6

C3

AD211

C1

AD211

LL07

ELECTRICAL

7LL09

RECEPTION

LL08

WAITING

G02

ELEVATOR

EQUIPMENT

G01

LOBBY

OPEN TO

BELOW

P-7

ELEVATOR 1

AD111

E7

P-8

ELEVATOR 2

AD211

D6

F3

AD211

C1

AD211

6 7

ROOM

BELOW

ROOM

BELOW

ROOM

BELOW

ROOM

BELOW

ROOM

BELOW

ROOM

BELOW

ROOM

BELOW

UPPER LOBBY

STORAGE

OPEN TO

BELOW

LOWER LEVEL

ROOF BELOW

P-7

ELEVATOR 1

P-8

ELEVATOR 2

AD211

C6

F3

AD211

C1

AD211

6 7

URGENT CARE

ROOF BELOW

AREA OF DEMOLITION

DEMO PLAN SYMBOLS LEGEND

DEMOLITION LINE TYPE

EXISTING LINE TYPE

OUT OF SCOPE

TEMPORARY CONSTRUCTION BARRIER

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

A R

C H

_R

.r vt

2/ 5/

1:

:4

A

M

AD111

DEMOLITION PLANS INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

GD AV

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

1/8" = 1'-0"

DEMOLITION PLAN - PIT LEVEL

C1 1/8" = 1'-0"

DEMOLITION PLAN - LOWER LEVEL

C4

1/8" = 1'-0"

DEMOLITION PLAN - GROUND FLOOR

C7

1/8" = 1'-0"

DEMOLITION PLAN - FIRST FLOOR

F4

1/4" = 1'-0"

DEMOLITION ENLARGED PLAN - ELEVATOR EQUIPMENT ROOM G02

E7

1. EXISTING SMOKE DETECTORS, HEAT DETECTORS, AND SPRINKLER HEADS

TO REMAIN. PROTECT FROM FALLING DEBRIS.

2. INSTALL CONSTRUCTION BARRIER BETWEEN CARS PRIOR TO START OF

HOISTWAY WORK.

3. REMOVE CMU WALL INFILL PANEL AND GYPSUM BOARD FURRING

4. PROVIDE ICRA BARRIER PER SPECIFICATIONS; RE: GC001

5. LID OF LOWER LEVEL CONSTRUCTION BARRIER BELOW

6. CLEAN AND PREP EXISTING MASONRY WALL INSERTS FOR ATTACHMENT OF

NEW RAIL ANCHORS

7. CLEAN AND PREP EXISTING STEEL TUBE FOR ATTACHMENT OF NEW RAIL

ANCHORS

8. RELOCATE EXISTING FIRE EXTINGUISHER

9. MAINTAIN MINIMUM 6'-0" CLEAR PATH ACCESS TO OPERATING ELEVATOR;

PROVIDE TEMPORARY WAYFINDING SIGNAGE PER VA COR AS REQUIRED

10. EXISTING SUMP PUMP CONTROLLER ABOVE, TO REMAIN

11. EXISTING SUMP, PUMP, AND GRATE TO REMAIN

12. POWER WASH AND SEAL PIT FLOOR; PREP FLOOR AND WALLS FOR PAINT

13. EXISTING ELEVATOR P-8 DISCONNECT

14. EXISTING P-7 CONTROLLER TO BE REPLACED OR UPGRADED; DUPLEX

FUNCTIONALITY AND TWO-WAY COMMUNICATION CAPABILITY ARE

REQUIRED

15. EXISTING FAN COIL UNIT TO REMAIN

16. EXISTING P-7 POWER UNIT AND OIL RESERVOIR TO REMAIN

17. REMOVE EXISTING P-7 CAR OPERATING PANELS

18. EXISTING ROOFTOP ACCESS

P-8

ELEVATOR 2

P-7

ELEVATOR 1

STORAGE

UPPER LOBBY

OPEN TO

ABOVE

P-8

ELEVATOR 2

P-7

ELEVATOR 1

G02

ELEVATOR

EQUIPMENT

G01

LOBBY

ROOM

BELOW

ROOM

BELOW

A. REFER TO GI002 AND A-001 FOR ABBREVIATIONS AND ADDITIONAL SYMBOLS

AND GENERAL NOTES.

B. REFER TO OTHER DISCIPLINES FOR ADDITIONAL DEMOLITION INFORMATION.

C. FIELD VERIFY EXISTING CONDITIONS AND REPORT DISCREPANCIES TO THE

VHA COR BEFORE PROCEEDING WITH THE WORK.

D. ENSURE THAT EXISTING CONDITIONS, WHICH ARE NOT IN CONTRACT,

REMAIN UNDAMAGED THROUGHOUT THE DURATION OF CONSTRUCTION.

DAMAGED EXISTING CONDITIONS MUST BE REPLACED IN KIND AT THE SOLE

EXPENSE OF THE CONTRACTOR.

E. ALL ITEMS SHOWN WITH A DEMOLITION CROSSHATCH ARE TO BE

DEMOLISHED WHETHER OR NOT THE ITEM IS KEYNOTED.

F. FURNITURE, FIXTURES, AND EQUIPMENT ARE TO BE REMOVED FROM THE

PROJECT AREA BY THE VHA PRIOR TO THE START OF DEMOLITION. IF

EQUIPMENT CANT BE REMOVED PROVIDE TEMPORARY NARROW CHANNELS

OR PORTABLE ZIPPER BARRIERS. COORDINATE WITH THE VHA COR.

AREA OF DEMOLITION

DEMO PLAN SYMBOLS LEGEND

DEMOLITION LINE TYPE

EXISTING LINE TYPE

OUT OF SCOPE

TEMPORARY CONSTRUCTION BARRIER

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

A R

C H

_R

.r vt

2/ 5/

1:

:4

A

M

AD121

DEMOLITION CEILING PLANS INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

GD AV

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

1/8" = 1'-0"

DEMOLITION REFLECTED CEILING PLAN - FIRST FLOOR

F7

1/8" = 1'-0"

DEMOLITION REFLECTED CEILING PLAN - GROUND FLOOR

C7

1. REMOVE CEILING TILE AND GRID AS REQUIRED TO EXTEND CONSTRUCTION

BARRIER TO DECK, TYP

A. REFER TO GI002 AND A-001 FOR ABBREVIATIONS AND ADDITIONAL SYMOBLS

AND GENERAL NOTES.

B. REFER TO OTHER DISCIPLINES FOR ADDITIONAL DEMOLITION INFORMATION.

C. FIELD VERIFY EXISTING CONDITIONS AND REPORT DISCREPENCIES TO THE

VHA COR BEFORE PROCEEDING WITH THE WORK.

D. ENSURE THAT EXISTING CONDITIONS, WHICH ARE NOT IN CONTRACT,

REMAIN UNDAMAGED THROUGHOUT THE DURATION OF CONSTRUCTION.

DAMAGED EXISTING CONDITIONS MUST BE REPLACED IN KIND AT THE SOLE

EXPENSE OF THE CONTRACTOR.

E. PROVIDE TEMPORARY CONSTRUCTION BARRIERS PER THE REQUIREMENT

OF SPECIFICATION SECTION 01 35 26, 1.12-B AND NFPA 241, 8.6.2. CONFIRM

LOCATION AND TYPE OF BARRIER TO BE USED WITH THE VHA COR.

F. ALL ITEMS SHOWN WITH A DEMOLITION CROSSHATCH ARE TO BE

DEMOLISHED WHETHER OR NOT THE ITEM IS KEYNOTED.

G. FURNITURE, FIXTURES, AND EQUIPMENT ARE TO BE REMOVED FROM THE

PROJECT AREA BY THE VHA PRIOR TO THE START OF DEMOLITION.

COORDINATE WITH THE VHA COR.

FIRST FLOOR

16' - 0"

6 35 4

GROUND FLOOR

5' - 0"

STAIR LANDING

10' - 6"

35 4

LOWER LEVEL

0' - 0"

GROUND FLOOR

5' - 0"

FIRST FLOOR

16' - 0"

STAIR LANDING

10' - 6"

3 5 64 4

AREA OF DEMOLITION

DEMO PLAN SYMBOLS LEGEND

DEMOLITION LINE TYPE

EXISTING LINE TYPE

OUT OF SCOPE

TEMPORARY CONSTRUCTION BARRIER

LOWER LEVEL

0' - 0"

GROUND FLOOR

5' - 0"

PIT LEVEL

-4' - 0"

FIRST FLOOR

16' - 0"

C1

AD211

LOWER LEVEL

0' - 0"

GROUND FLOOR

5' - 0"

PIT LEVEL

-4' - 0"

FIRST FLOOR

16' - 0"

FIRST FLOOR

CLERESTORY

25' - 0"

C1

AD211

3 7

1 8

3 7

LOWER LEVEL

0' - 0"

GROUND FLOOR

5' - 0"

PIT LEVEL

-4' - 0"

FIRST FLOOR

16' - 0"

STAIR LANDING

10' - 6"

C3

AD211

F3

AD211

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

GENERAL NOTES

SHEET KEYNOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

A R

C H

_R

.r vt

2/ 5/

1:

:4

A

M

AD211

DEMOLITION INTERIOR

ELEVATIONS AND SECTIONS

INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

GD CA

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

1. EXISTING SMOKE DETECTORS, HEAT DETECTORS, AND SPRINKLER HEADS

TO REMAIN. PROTECT FROM FALLING DEBRIS

2. INSTALL CONSTRUCTION BARRIER BETWEEN CARS PRIOR TO START OF

HOISTWAY WORK

3. REMOVE CMU WALL INFILL PANEL AND GYPSUM BOARD FURRING

4. REMOVE IMPACT RESISTANT WALL COVERING AT LOWER LEVEL; REMOVE

WALL BASE AT LOWER LEVEL, GROUND LEVEL, AND FIRST FLOOR

5. REMOVE EXISTING HALL CALL STATION; PROVIDE TEMPORARY HALL CALL

FOR PATIENT USE

6. REMOVE EXISTING SINGLE KEY HOISTWAY ACCESS SWITCH; PROVIDE

TEMPORARY SWITCH AS REQUIRED DURING CONSTRUCTION PERIOD

7. EXISTING STAINLESS STEEL HOISTWAY DOORS TO REMAIN

8. EXISTING SUMP, PUMP, AND GRATE TO REMAIN

9. CLEAN AND PREP EXISTING MASONRY WALL INSERTS FOR ATTACHMENT

OF NEW RAIL ANCHORS, TYP

10. EXISTING HOIST BEAM

11. REMOVE EXISTING CORNER GUARDS

1/4" = 1'-0"

DEMOLITION FIRST FLOOR LOBBY

C6

1/4" = 1'-0"

DEMOLITION GROUND FLOOR LOBBY

D6

1/4" = 1'-0"

DEMOLITION LOWER LEVEL LOBBY

F6

1/4" = 1'-0"

ELEVATOR DEMOLITION SECTION SOUTH

C3

1/4" = 1'-0"

ELEVATOR DEMOLITION SECTION NORTH

F3

1/4" = 1'-0"

ELEVATOR DEMOLITION SECTION WEST

C1

UP

DN

A. REFER TO GI002 AND A-001 FOR ADDITIONAL GENERAL NOTES.

P-8

ELEVATOR 2

P-7

ELEVATOR 1

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

LL03

LOWER LOBBY

LL01

ENTRY LL04

SECURITY

LL05

HOLDING

LL06

JANITOR

LL02

WHEELCHAIRS

UNEXCAVATED

UNEXCAVATED

6 7

P-7

ELEVATOR 1

P-8

ELEVATOR 2

AE211

F6

LL07

ELECTRICAL

F3

AE211

C3

AE211

C1

AE211

LL08

WAITING

LL09

RECEPTION

P-7

ELEVATOR 1

G02

ELEVATOR

EQUIPMENT

G01

LOBBY

G02

ELEVATOR

EQUIPMENT

P-8

ELEVATOR 2

P-7

ELEVATOR 1

OPEN TO

BELOW

6 7

AE111

E7

AE211

D6

C3

AE211

C1

AE211

ROOM

BELOW

ROOM

BELOW

ROOM

BELOW

ROOM

BELOW

ROOM

BELOW

ROOM

BELOW

ROOM

BELOW

UPPER LOBBY

STORAGE

P-8

ELEVATOR 2

P-7

ELEVATOR 1

OPEN TO

BELOW

6 7

LOWER LEVEL

ROOF BELOW

AE211

C6

F3

AE211

C3

AE211

C1

AE211

LOWER LEVEL

ROOF BELOW

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

A R

C H

_R

.r vt

2/ 5/

1:

:4

A

M

AE111

FLOOR PLANS INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

GD AV

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

1/8" = 1'-0"

FLOOR PLAN - PIT LEVEL

C1 1/8" = 1'-0"

FLOOR PLAN - LOWER LEVEL

C4

1/8" = 1'-0"

FLOOR PLAN - GROUND FLOOR

C7

1/8" = 1'-0"

FLOOR PLAN - FIRST FLOOR

F4

1. PAINT ELEVATOR PIT FLOOR AND HOISTWAY WALLS TO 24" ABOVE PIT

FLOOR

2. INSTALL NEW HOISTWAY LIGHTING; RE: ELECTRICAL, 48" LED FIXTURES

MOUNTED AT 10'-0" O.C. STARTING 4'-0" ABOVE PIT FLOOR

3. INSTALL NEW PIT LADDER PER SPECIFICATIONS

4. PREPARE SLAB EDGE AT NEW OPENINGS FOR INSTALLATION OF NEW SILL

SUPPORT ANGLES, SILLS, TOE GUARDS, ETC.

5. INSTALL STAINLESS STEEL ENTRANCE JAMBS; GROUT SOLID

6. ANCHOR ELEVATOR GUIDE RAIL BRACKET TO EXISTING MASONRY WALL

INSERT

7. ANCHOR ELEVATOR GUIDE RAIL BRACKET TO EXISTING TUBE STEEL

8. RELOCATE EXISTING FIRE EXTINGUISHER

9. INSTALL WALL BASE TO MATCH EXISTING; PAINT LOBBY WALL CORNER TO

CORNER AND FULL HEIGHT

10. INSTALL 48" IMPACT RESISTANT WALL COVERING WAINSCOT AND WALL

BASE TO MATCH EXISTING; PAINT LOBBY WALL CORNER TO CORNER AND

FULL HEIGHT

11. INSTALL P-8 POWER UNIT AND OIL RESERVOIR

12. INSTALL P-8 CONTROLLER WITH DUPLEX FUNCTIONALITY

13. EXISTING P-7 CONTROLLER TO BE REPLACED OR UPGRADED; DUPLEX

FUNCTIONALITY AND TWO-WAY COMMUNICATION CAPABILITY ARE

REQUIRED

14. REPAIR FLOOR DAMAGE AT TEMPORARY BARRIER LOCATION

15. INSTALL CAR OPERATING PANELS WITH TWO-WAY COMMUNICATION

16. TWO-WAY COMMUNICATION LOBBY UNIT FOR FIRE DEPARTMENT USE

17. TWO-WAY COMMUNICATION MACHINE ROOM UNIT

18. OPTIONAL COMPUTER HUB STATION FOR VA POLICE TO MONITOR

EMERGENCY ELEVATOR COMMUNICATION

1/4" = 1'-0"

ENLARGED PLAN - ELEVATOR EQUIPMENT ROOM G02

E7

P-8

ELEVATOR 2

P-7

ELEVATOR 1

STORAGE

UPPER LOBBY

A. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION

B. REFER TO GI002 AND A-001 FOR ABBREVIATIONS, ADDITIONAL SYMBOLS AND

GENERAL NOTES.

AIR TERMINALS, RE MECH

CEILING HEIGHT AFF

REFLECTED CEILING PLAN SYMBOLS LEGEND

LIGHT FIXTURES, RE ELEC

ACT AS SCHEDULED

GYP BD AS SCHEDULED

OPEN TO STRUCTURE

EXIT SIGNS, SEE ELEC

AND LIFE SAFETY DWGS

SPRINKLERS, SEE FIRE

SUPPRESSION DRAWINGS

OPEN TO

ABOVE

P-8

ELEVATOR 2

P-7

ELEVATOR 1

G02

ELEVATOR

EQUIPMENT

G01

LOBBY

LL06

JANITOR

LL05

HOLDING

BELOW

BELOW

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

KEY PLAN

GENERAL NOTES

SHEET KEYNOTES

P la n N or th

T ru e N or th

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

A R

C H

_R

.r vt

2/ 5/

1:

:4

A

M

AE121

REFLECTED CEILING PLANS INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

GD AV

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

1/8" = 1'-0"

REFLECTED CEILING PLAN - FIRST FLOOR

F7

1/8" = 1'-0"

REFLECTED CEILING PLAN - GROUND FLOOR

C7

1. REPAIR CEILING GRID AND TILE REMOVED FOR ICRA BARRIER, PROVIDE

NEW GRID AND TILE TO MATCH

2. USE CAUTION WHEN REMOVING ICRA BARRIER NEAR LIGHT FIXTURES OR

OTHER CEILING MOUNTED EQUIPMENT, TYP

LOWER LEVEL

0' - 0"

GROUND FLOOR

5' - 0"

FIRST FLOOR

16' - 0"

STAIR LANDING

10' - 6"

4'

4 4

FIRST FLOOR

16' - 0"

4 44

GROUND FLOOR

5' - 0"

STAIR LANDING

10' - 6"

4 44

A. REFER TO OTHER DISCIPLINES FOR ADDITIONAL INFORMATION.

B. REFER TO GI002 AND A-001 FOR ABBREVIATIONS, ADDITIONAL SYMBOLS AND

GENERAL NOTES.

LOWER LEVEL

0' - 0"

GROUND FLOOR

5' - 0"

PIT LEVEL

-4' - 0"

FIRST FLOOR

16' - 0"

FIRST FLOOR

CLERESTORY

25' - 0"

STAIR LANDING

10' - 6"

C1

AE211

2'

LOWER LEVEL

0' - 0"

GROUND FLOOR

5' - 0"

PIT LEVEL

-4' - 0"

FIRST FLOOR

16' - 0"

C1

AE211

2'

LOWER LEVEL

0' - 0"

GROUND FLOOR

5' - 0"

PIT LEVEL

-4' - 0"

FIRST FLOOR

16' - 0"

STAIR LANDING

10' - 6"

AD211

C1

F3

AE211

C3

AE211

EQ EQ

2'

FRONT LOBBY

PRIMARY RECALL

REAR LOBBY

SECONDARY RECALL

REAR LOBBY

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

GENERAL NOTES

SHEET KEYNOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

A R

C H

_R

.r vt

2/ 5/

1:

:4

A

M

AE211

INTERIOR ELEVATIONS AND

SECTIONS

INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

GD CA

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

1/4" = 1'-0"

LOWER LEVEL LOBBY

F6

1/4" = 1'-0"

FIRST FLOOR LOBBY

C6

1/4" = 1'-0"

GROUND FLOOR LOBBY

D6

1. PAINT LOBBY WALL CORNER TO CORNER AND FULL HEIGHT

2. INFILL ROUGH OPENING AT ELEVATOR ENTRANCE HEADS WITH 2-HOUR

CONSTRUCTION

3. NEW STAINLESS STEEL ENTRANCES AND HOISTWAY DOORS TO MATCH

EXISTING ELEVATOR

4. NEW IMPACT RESISTANT WALL COVERING AND WALL BASE, TYP; RE: FINISH

SCHEDULE

5. NEW HALL CALL STATION

6. NEW HOISTWAY ACCESS PANEL WITH TWO-KEY ACCESS

7. NEW HALL LANTERN TO MATCH EXISTING HALL LANTERN

8. INSTALL NEW HOISTWAY LIGHTING; RE: ELECTRICAL, 48" LED FIXTURES

MOUNTED AT 10'-0" O.C. STARTING 4'-0" ABOVE PIT FLOOR

9. NEW STAINLESS STEEL CORNER GUARD TO MATCH HEIGHT OF EXISTING

CORNER GUARDS

10. TWO-WAY COMMUNICATION LOBBY UNIT FOR FIRE DEPARTMENT USE

11. PAINT ELEVATOR PIT FLOOR AND HOISTWAY WALLS TO 24" ABOVE PIT

FLOOR

1/4" = 1'-0"

ELEVATOR SECTION NORTH

F3

1/4" = 1'-0"

ELEVATOR SECTION SOUTH

C31/4" = 1'-0"

ELEVATOR SECTION WEST

C1

LED STRIP LIGHT FIXTURE SURFACE

MOUNTED ABOVE CEILING (x2)

NOTE: VERIFY CAB AND PANEL DIMENSIONS PRIOR TO ORDER AND MANUFACTURE OF MATERIALS.

SUBMIT CAB FEATURES FOR APPROVAL PRIOR TO PURCHASE.

PLASTIC THERMOCLEAR PANEL (x6), DROP CEILING

#4 SATIN STAINLESS STEEL HANDRAIL, TYP

4" TOE KICK, TYP; RE: SPEC

7'

1'

EQ 2" EQ 2" EQ 2" EQ

1/2" REMOVABLE HIGH PRESSURE LAMINATE

PANELS; TYP

SIDE ELEVATION(S)

BLACK REVEALS AND FRIEZE; TYP

FRONT ELEVATION (P-8)

#4 SATIN STAINLESS STEEL, TYP

MAIN CAR OPERATING PANEL, 1 OF 2

#4 SATIN STAINLESS STEEL DOORS, TYP

#4 SATIN STAINLESS STEEL TRANSOM, TYP

REFLECTED CEILING PLANREAR ELEVATION (P-8)

#4 SATIN STAINLESS STEEL, TYP

MAIN CAR OPERATING PANEL, 1 OF 2

#4 SATIN STAINLESS STEEL DOORS, TYP

#4 SATIN STAINLESS STEEL TRANSOM, TYP

NOTES:

1. RENDERING IS CONCEPTUAL ONLY AND DOES NOT DEPICT ALL ELEMENTS OF THE FINAL PRODUCT.

REFER TO BoD TABLE BELOW, INTERIOR CAB ELEVATIONS BELOW, AND SPECIFICATIONS FOR CAB INTERIOR MATERIALS / QUANTITIES.

2. PROVIDE IMAGES TO THE CONTRACTING OFFICER'S REPRESENTATIVE FOR REVIEW AND APPROVAL.

A. REPRESENTATIONS OF CAR OPERATING PANELS (C.O.P.), AUXILIARY

OPERATING PANELS, HALL LANTERNS, HALL CALL STATIONS, AND

KEYSWITCHES ARE BASED ON THE EXISTING EQUIPMENT AND INTENDED

FOR FUNCTION IDENTIFICATION ONLY.

B. ELEVATOR CONTRACTOR SHALL SURVEY ALL DEVICES, INCLUDING THE

SIZES OF BACK BOXES AND WALL OPENINGS, FOR COODINATION OF NEW

EQUIPMENT. VA COR SHALL BE NOTIFIED OF VARIATIONS FROM DESIGN

CONCEPT PRIOR TO PACKAGE SUBMITTAL.

C. ELEVATOR CONTRACTOR SHALL PROVIDE PANEL AND EQUIPMENT

SUBMITTALS FOR REVIEW AND APPROVAL OF FINAL LAYOUT.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

A R

C H

_R

.r vt

2/ 5/

1:

:4

A

M

AE212

ELEVATOR CAB DETAILS INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

GD AV

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

NTS

ELEVATOR CAB INTERIOR ELEVATIONS

B5

HANDRAILS 42" AFF (x1 EACH SIDE) ELEVATOR CONTRACTOR 14 24 00 2"x3/8" SATIN STAINLESS STEEL

HANDRAILS 30" AFF (x1 EACH SIDE) ELEVATOR CONTRACTOR 14 24 00 2"x3/8" SATIN STAINLESS STEEL

CEILING CEILING ELEVATOR CONTRACTOR 14 24 00 TRANSLUCENT PANEL GRID SYSTEM

FLOORING FLOOR GENERAL CONTRACTOR 09 65 16 SHEET VINYL FLOORING

SIDE PANELS VERTICAL (x4 EACH SIDE) ELEVATOR CONTRACTOR 14 24 00 HIGH PRESSURE LAMINATE PANELS

COMPONENT INSTALL LOCATION RESPONSIBILITY SPEC MATERIAL

ELEVATOR CAB FINISHES - BASIS OF DESIGN (BoD)

NTS

CAB INTERIOR

F6

G

LL

ELEVATOR P-8

CAPACITY 5000 LBS.

FIRFIGHTERS

OPERATION

ELEVATOR P-8

CAPACITY 5000 LBS.

FIRFIGHTERS

OPERATION

FIRE

HAT

ALARM

PUSH

TO

CALL

PHONE

FIRE

HAT

DOOR

HOLD

MEDICAL

EMERG

CLOSE OPEN

RED LIGHT:

EMERGENCY MESSAGE PLAYING

BLINKING LIGHT:

EMERGENCY MESSAGE RECEIVED

G

LL

DOOR

HOLD

MEDICAL

EMERG

CLOSEOPEN

MEDICAL EMERGENCY INSTRUCTIONS

XXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXX

ALARM

PUSH

TO

CALL

PHONE

RED LIGHT:

EMERGENCY MESSAGE PLAYING

BLINKING LIGHT:

EMERGENCY MESSAGE RECEIVED

YES NO YES NO

MEDICAL EMERGENCY INSTRUCTIONS

XXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXX

In Case Of Fire Elevators Are Out Of Service

Use Stairs

In Case Of Fire Elevators Are Out Of Service

Use Exit

UP

MEDICAL EMERGENCY

In Case Of Fire Elevators Are Out Of Service

Use Exit

DOWN

UP

DOWN

MEDICAL EMERGENCYMEDICAL EMERGENCY

FIRE RECALL

ELEVATOR

EMERGENCY POWER

ELEVATOR COMMUNICATION

FAILURE

A. REPRESENTATIONS OF CAR OPERATING PANELS (C.O.P.), AUXILIARY

OPERATING PANELS, HALL LANTERNS, HALL CALL STATIONS, AND

KEYSWITCHES ARE BASED ON THE EXISTING EQUIPMENT AND INTENDED

FOR FUNCTION IDENTIFICATION ONLY.

B. ELEVATOR CONTRACTOR SHALL SURVEY ALL DEVICES, INCLUDING THE

SIZES OF BACK BOXES AND WALL OPENINGS, FOR COODINATION OF NEW

EQUIPMENT. VA COR SHALL BE NOTIFIED OF VARIATIONS FROM DESIGN

CONCEPT PRIOR TO PACKAGE SUBMITTAL.

C. ELEVATOR CONTRACTOR SHALL PROVIDE PANEL AND EQUIPMENT

SUBMITTALS FOR REVIEW AND APPROVAL OF FINAL LAYOUT.

NOTE:

MATCH LOCATION AND SIZE OF EXISTING HALL LANTERNS

DIRECTION OF TRAVEL INDICATOR

UPON ARRIVAL, TYP OF (2)

CAR AT LOWER LEVEL - GOING UP

CAR CURRENT LOCATION AND

DIRECTION OF TRAVEL

CAR AT GROUND LEVEL - GOING UP

CAR AT FIRST FLOOR - GOING DOWN

HL-1 : LOWER LEVEL, GROUND, FIRST FLOOR

(PRIMARY RECALL)

MAIN CAR OPERATING PANEL

P-8 REAR / P-7 FRONT

NOTES:

1. AUXILIARY CAR OPERATING PANEL (C.O.P.) IS MIRRORED OPPOSITE OF MAIN CAR OPERATING PANEL.

2. THIS C.O.P. SAMPLE REPRESENTATION IS FOR IDENTIFICATION OF FUNCTIONS (BASED ON EXISTING P-7 PANELS).

3. FUNCTIONS MAY BE REARRANGED, ADDED, OR REMOVED AS REQUIRED BY ASME A17.1.

FLOOR SELECTION BUTTONS

"ALARM" BUTTON

TWO-WAY VISUAL COMMUNICATION

WITH SCREEN AND CAMERA

SERVICE CABINET

EMERGENCY LIGHT

FIRE OPERATION PANEL

(FIRE SERVICE KEY SWITCH INSIDE)

"PUSH TO CALL" BUTTON

DOOR "OPEN" / DOOR "CLOSE" BUTTONS

"MEDICAL EMERGENCY" INDICATOR

AUXILIARY CAR OPERATING PANEL

P-8 FRONT / P-7 REAR

MEDICAL EMERGENCY KEY SWITCH

"DOOR HOLD" BUTTON

INDEPENDENT SERVICE KEY SWITCH

INTERCOM GRILLE

FLOOR LEVEL AND

DIRECTION INDICATOR

"YES" / "NO" RESPONSE BUTTONS

EMERGENCY FIRE HAT INDICATOR

MEDICAL EMERGENCY INSTRUCTIONS

CALL BUTTON - UP

A .F

.F

HC-2 : GROUND FLOOR

(ALTERNATE RECALL)

NOTE:

CALL BUTTON HEIGHTS TO MEET ABA 308, TYP

MEDICAL EMERGENCY KEY

SWITCH AND INDICATOR LIGHT

A .F

.F

CALL BUTTON - DOWN

A .F

.F

HC-1 : LL

(PRIMARY RECALL)

HC-3 : FIRST FLOOR

CALL BUTTON - DOWN

FIRE RECALL KEY SWITCH

AND INDICATOR LIGHT

HOISTWAY ACCESS

KEY SWITCH

CALL BUTTON - UP

EMERGENCY POWER KEY

SWITCH AND INDICATOR LIGHT

BUZZER RESET KEY SWITCH

COMMUNICATION FAILURE

JEWEL

INTERCOM GRILLE

HOISTWAY ACCESS

KEY SWITCH

KS-1 : LOWER LEVEL AND FIRST FLOOR

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

A R

C H

_R

.r vt

2/ 5/

1:

:4

A

M

AE213

ELEVATOR PANELS AND FINISH

SCHEDULE

INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

GD AV

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

3" = 1'-0"

ELEVATOR LOBBY HALL LANTERNS

F2

3" = 1'-0"

CAR OPERATING PANELS

D2

3" = 1'-0"

ELEVATOR LOBBY CALL BUTTONS

F5

ELEVATOR LOBBY FIXTURE SCHEDULE

FIXTURE TYPE

FIXTURE

STYLE

COUNT

LOWER LEVEL

HALL CALL HC-1 1

HALL LANTERN HL-1 1

KEY SWITCH KS-1 1

GROUND FLOOR

HALL CALL HC-2 1

HALL LANTERN HL-1 1

FIRST FLOOR

HALL CALL HC-3 1

HALL LANTERN HL-1 1

KEY SWITCH KS-1 1

ALL INCLUSIVE COUNT: 8FINISH LEGEND

SYMBOL MATERIAL MANUFACTURER TYPE COLOR COMMENTS

(E)**** EXISTING MATERIAL -- -- -- IDENTIFIES EXISTING INSTALLED MATERIALS TO

REMAIN

CONC-1 SEALED CONCRETE TBD -- -- EXISTING FLOOR FINISH (CONFIRM)

MRASC MICROBIAL RESISTANT ACID STAINED

CONCRETE

TBD -- --

EXISTING FLOOR FINISH (CONFIRM)

PNT-SC PAINT - SPECIAL COATING EPOXY COATING GRAY ELEVATOR PIT FLOOR

RSF-1 RESILIENT SHEET FLOORING TBD -- -- EXISTING FLOOR FINISH (CONFIRM)

RB-1 RESILIENT BASE (RUBBER OR VINYL) 4" RUBBER BASE MATCH EXISTING

PNT-1 PAINT LOWER LEVEL LOBBY

PNT-2 PAINT GROUND FLOOR LOBBY

PNT-3 PAINT FIRST FLOOR LOBBY

WC-1 WALL COVERING MATCH EXISTING

CG-1 CORNER GUARD STAINLESS STEEL SATIN FINISH MATCH HEIGHT OF EXISTING

ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG REPLACE DAMAGED CEILING TILES

GYP PAINTED GYPSUM BOARD ROUGH OPENING INFILL ABOVE NEW ELEVATOR

ENTRANCES

FINISH SCHEDULE

NUMBER NAME

FLOORS WALLS

CEILING WALL PROTECTION COMMENTS

FLOOR BASE NORTH EAST SOUTH WEST

G02 ELEVATOR EQUIPMENT (E) SC (E) 4" RB (E) PNT (E) PNT (E) PT (E) PNT NONE NONE

G01 LOBBY (E) MRASC RB-1 (E) PNT NA GYP / PNT-2 (E) PNT 2'x4' ACT CG-1 REPLACE DAMAGED CEILING TILES

101 UPPER LOBBY (E) MRASC RB-1 (E) PNT NA GYP / PNT-3 (E) PNT 2'x4' ACT CG-1 REPLACE DAMAGED CEILING TILES

LL03 LOWER LOBBY (E) MRASC RB-1 GYP / PNT-1 (E) PNT (E) PNT (E) PNT NONE CG-1 / WC-1 48" WAINSCOT

LL04 SECURITY (E) MRASC (E) 4" RB (E) PNT (E) PNT (E) PNT (E) PNT (E) 2'x4' ACT NONE

CONDUIT SIZING/FILL SCHEDULE

CONDUCTOR

SIZE

(AWG/KCMIL)

1/0

2/0

3/0

4/0

MAXIMUM NUMBER CONDUCTORS (INCLUDES NEUTRAL & GROUNDS, SEE NOTE 3)

1/2"

3/4"

NOMINAL CONDUIT SIZE

1"

1-1/4"

1-1/2"

2"

2-1/2"

3"

NOTES:

1. TABLE VALUES ARE BASED ON NATIONAL ELECTRIC CODE LIMIT TO 40% OF CONDUIT CROSS SECTION

AND ASSUME COMMON CONDITIONS OF PROPER CABLING AND ALIGNMENT OF CONDUCTORS WHERE

LENGTH OF PULL AND NUMBER OF BENDS ARE WITHIN REASONABLE LIMITS.

2. TABLE ASSUMES THWN-2 CONDUCTORS OF THE SAME SIZE. FOR DIFFERENT WIRING TYPES WHERE SPECIFICALLY INDICATED IN THE DESIGN, OR FOR DIFFERENT SIZED WIRES IN A SINGLE CONDUIT, CALCULATE AND LIMIT FILL PERCENT BASED ON ACTUAL WIRE AND CONDUIT CROSS SECTIONS IN

ACCORDANCE WITH THE NATIONAL ELECTRIC CODE.

3. EQUIPMENT GROUNDING OR BONDING CONDUCTORS, WHERE INSTALLED, SHALL BE INCLUDED IN CONDUIT FILL LIMITATIONS ABOVE. FOR CONDUIT SIZING PURPOSES, ASSUME EGC AT SAME SIZE AS

PHASE CONDUCTORS.

4. DERATE CONDUCTORS ADDITIONALLY FROM SIZES ON PLANS FOR INDOOR (AMBIENT TEMP<86°F)

INSTALLATIONS OF MORE THAN 6 CURRENT-CARRYING CONDUCTORS IN SINGLE RACEWAY IN

ACCORDANCE WITH NEC.

5. DERATE CONDUCTORS ADDITIONALLY FROM SIZES ON PLANS FOR OUTDOOR (OR INDOOR WHERE >86° AMBIENT) INSTALLATIONS OF MORE THAN 3 CURRENT-CARRYING CONDUCTORS IN SINGLE RACEWAY, IN

ACCORDANCE WITH NEC.

SEE NOTE 4

SEE NOTE 5

ELECTRICAL GENERAL NOTES

A. MULTI-GANG BACKBOXES FOR DIFFERENT VOLTAGES AND TYPES OF

EMERGENCY AND NORMAL BRANCH WIRING DEVICES SHALL HAVE DIVIDERS

BETWEEN DEVICES.

B. FURNISH ACCESS DOORS OR PANELS FOR INSTALLATION BY GENERAL

CONTRACTOR IN WALLS AND CEILINGS WHERE ACCESS IS REQUIRED TO

CONCEALED ELECTRICAL BOXES AND DEVICES.

C. PROVIDE ALL ELECTRICAL WORK IN ACCORDANCE WITH THE 2023 NATIONAL

ELECTRICAL CODE AND THE REQUIREMENTS OF THE VHA.

D. REFER TO GI SHEET SERIES FOR ADDITIONAL SYMBOLS AND

ABBREVIATIONS WHERE NOT OTHERWISE DEFINED ON ELECTRICAL

SHEETS.

LIGHTING GENERAL NOTES

A. RECESSED LIGHTING FIXTURE IN LAY-IN CEILINGS SHALL BE INSTALLED

WITH 6' LONG FLEXIBLE METAL CONDUIT.

B. MOUNTING HEIGHTS FOR LIGHTING FIXTURES ARE TO THE BOTTOM OF THE

FIXTURES UNLESS INDICATED OTHERWISE.

C. SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF

EXTERIOR LIGHTING FIXTURES.

D. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITING AND

SWITCHING SHOWN.

MOUNTING HEIGHTS GENERAL NOTES

A. UNLESS NOTED OTHERWISE, DIVICE MOUNTING HEIGHTS SHALL COMPLY

WITH THE ARCHITECTURAL BARRIERS ACT, AS SUPPLEMENTED BY THE VA

BARRIER FREE DESIGN STANDARD, PG-18-13.

B. MARK PROPOSED DEVICE LOCATIONS+HEIGHTS AND CONFIRM WITH VHA

COR IN FIELD PRIOR TO ROUGH-IN.

ELECTRICAL GENERAL NOTES - DEMOLITION

A. REFER TO SPECIFICATIONS 01 00 00, 02 41 00 AND 26 05 11 FOR SELECTIVE

DEMOLITION AND REPAIR REQUIREMENTS. PATCH OPENINGS REMAINING IN

EXISTING CONSTRUCTION FOLLOWING DEMOLITION OF ELECTRICAL

PENETRATIONS NOT REPLACED IN KIND. MATCH AESTHETICS AND LIFE

SAFETY RATINGS OF THE SURROUNDING CONSTRUCTION. ENGAGE

LICENSED AND SITE-APPROVED ROOFING CONTRACTOR TO PATCH AND

SEAL WHERE ITEMS ARE REMOVED THROUGH THE EXISTING ROOF.

MAINTAIN EXISTING WARRANTIES.

B. DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES AND LIGHTING

FIXTURES IN DEMOLITION AREAS UNLESS NOTED OTHERWISE. DISCONNECT

AND REMOVE ASSOCIATED CONDUIT AND WIRE BACK TO OVERCURRENT

PROTECTIVE DEVICE. COMPLETELY CUT/CAP CONDUITS IN CONCRETE SLAB

AND IN THE AREA OF WORK PERIMETER. DISCONNECT AND REMOVE ALL

ABANDONED CIRCUITS AND CONDUITS. PROVIDE CONDUIT AND WIRE AS

REQUIRED FOR CONTINUITY OF CIRCUITS TO ANY EXISTING DEVICES TO

REMAIN. COORDINATE AND VERIFY REQUIREMENTS WITHIN NEW AREA OF

WORK.

TECHNOLOGY GENERAL NOTES

A. REFER TO:

VHA DIVISION 27 SPECIFICATIONS - COMMUNICATIONS

VHA DIVISION 28 SPECIFICATIONS - ELECTRONIC SAFETY AND SECURITY

B. A BASIS OF DESIGN CAN DETERMINE MANUFACTURER AND PRODUCT USED

IN CONJUNCTION TO EXISTING CONDITIONS AND COMMON SYSTEMS

UTILIZED BY THE OVERALL FACILITY, OIT, ADN SECURITY DEPARTMENTS. ALL

LOW VOLTAGE BIDDERS SHALL BE INVITED TO SURVEY THE TELECOM SPACE

PRIOR TO ESTIMATING

ELECTRICAL ASCE 7-16 NONSTRUCTURAL

SEISMIC RESTRAINT AND ANCHORAGE NOTES

A. PROVIDE AND DESIGN SEISMIC BRACING FOR ELECTRICAL EQUIPMENT,

CONDUIT AND CABLING IN ACCORDANCE WITH SPECIFICATION SECTION

13 05 41 SEISMIC RESTRAINT REQUIREMENTS FOR NONSTRUCTURAL

COMPONENTS.

7' -6

5'

1"

5'

3/

8'

1/

1/

1"

0'

1"

0'

1"

0'

0'

1"

0'

1"

0'

9" 6"

3"

3"

1' -6

1'

6"

1/

2"

2' 1'

6"

1"

3' 2'

1'

3/ 4"

4'

2' 1'

1/

2"

6' 4'

2'

3/ 8"

8'

4'

3/

8' 4'

2'

1/ 4"

8'

4'

1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

SEE REVISION

SCHEDULE

R E

V

IS

IO

N

S C

H E

D U

L E

A ut od es k D oc s:

//2 4.

_P op la r- B lu ff_

M O

_E le va to r/

.0 8_

E

LE

C _R

.r vt 2/

5/

2:

:1

P M

E-001

ELECTRICAL ABBREVIATIONS AND

GENERAL NOTES

INSTALL URGENT CARE ELEVATOR

TWO

1500 N WESTWOOD BLVD; POPLAR BLUFF, MO 63901

657A4-24-305

TM EJ

100% CONSTRUCTION

DOCUMENTS

VEG 24.08

1P SINGLE POLE

1PH SINGLE PHASE

2/C TWO-CONDUCTOR

3/C THREE-CONDUCTOR

3P THREE POLE

3PH THREE…

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

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