R A M P

R A M P

BUILDING 137

ELEVATORS:

P-17 | 4,000 lb P-18 | 4,000 lb P-19 | 4,000 lb

BUILDING 38

ELEVATORS:

P-6 | 5,500 lb P-7 | 5,500 lb

BUILDING 5

ELEVATOR:

P-13 | 3,000 lb

BUILDING 1

ELEVATORS:

P-1 | 3,000 lb P-2 | 3,000 lb

BUILDING 135

ELEVATORS:

P-14 | 4,000 lb P-15 | 4,000 lb

BUILDING 2

ELEVATOR:

P-3 | 3,000 lb

GOV. VEHICLE PARKING AREA

QUARTERS

PARKING AREA

LO

O

P R O

AD

H A

G L E

R L

A N

E

PL#5

PL#4

PL#3

PL#6

PL#7

PL#10

PL#11

PL#11A

P L#9

PL#8

PL#2

TEMP. PL

1. DELETE ALL WORK AT BUILDING NUMBER 1

# ALTERNATE NOTES

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

PROJECT SITE MAP

PROJECT LOCATION MAP

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E le v a to rs -A

L lb y rd

V D

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F .r v t

G-001

COVER SHEET & DRAWING LIST

1 8LBB

ELEVATOR UPGRADES IN

BUILDINGS 1, 2, 5, 38, 135 &

TUSCALOOSA VAMC

FEBRUARY 6, 2025

100% BID DOCUMENTS

679-22-10021-344

ELEVATOR UPGRADES IN BUILDINGS 1,

2, 5, 38, 135 & 137

TUSCALOOSA VAMC

VA PROJECT #: 679-22-100

DJR

Scale: 1" = 100'-0"

SITEPLAN

DRAWING LIST

GENERAL

G-001 COVER SHEET & DRAWING LIST 1 8 1

G-002 ICRA MATRIX AND DETAILS 2 8

1.GL100 BUILDING 1 OVERALL BASEMENT FLOOR PLAN 3 8

2.GL100 BUILDING 2 OVERALL GROUND FLOOR PLAN 4 8

5.GL100 BUILDING 5 OVERALL BASEMENT FLOOR PLAN 5 8

38.GL100 BUILDING 38 OVERALL BASEMENT FLOOR PLAN 6 8

135.GL100 BUILDING 135 OVERALL BASEMENT FLOOR PLAN 7 8

137.GL100 BUILDING 137 OVERALL GROUND FLOOR PLAN 8 8

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 21

1.A-100 BUILDING 1 PARTIAL FLOOR PLANS - P1 & P2 2 21

1.A-701 BUILDING 1 VERTICAL CIRCULATION SECTIONS & ELEVATIONS - P1 & P2 3 21

2.A-100 BUILDING 2 PARTIAL FLOOR PLANS & INT. ELEV. - P3 4 21

2.A-701 BUILDING 2 VERTICAL CIRCULATION SECTIONS AND ELEVATIONS - P3 5 21

5.A-100 BUILDING 5 PARTIAL FLOOR PLANS - P13 6 21

5.A-701 BUILDING 5 VERTICAL CIRCULATION SECTION AND ELEVATIONS - P13 7 21

38.A-100 BUILDING 38 PARTIAL FLOOR PLANS - P6 & P7 8 21

38.A-701 BUILDING 38 VERTICAL CIRCULATION SECTIONS AND ELEVATIONS - P6 & P7 9 21

135.A-100 BUILDING 135 PARTIAL FLOOR PLANS - P14 & P15 10 21

135.A-701 BUILDING 135 VERTICAL CIRCULATION SECTION AND ELEVATIONS - P14 & P15 11 21

137.A-100 BUILDING 137 PARTIAL FLOOR PLANS - P17-P19 12 21

137.A-101 BUILDING 137 PARTIAL FLOOR PLANS - P17-P19 13 21

137.A-701 BUILDING 137 VERTICAL CIRCULATION SECTIONS AND ELEVATIONS - P17-P19 14 21

A-601 DOOR SCHEDULE AND DETAILS AND ROOM FINISH SCHEDULE 15 21 1

A-801 BLDG 1 INTERIOR ELEVATOR TYPICAL PLAN AND ELEVATIONS 16 21 1

A-802 BLDG 2 INTERIOR ELEVATOR TYPICAL PLAN AND ELEVATIONS 17 21 1

A-803 BLDG 5 INTERIOR ELEVATOR TYPICAL PLAN AND ELEVATIONS 18 21 1

A-804 BLDG 38 INTERIOR ELEVATOR TYPICAL PLAN AND ELEVATIONS 19 21 1

A-805 BLDG 135 INTERIOR ELEVATOR TYPICAL PLAN AND ELEVATIONS 20 21 1

A-806 BLDG 137 INTERIOR ELEVATOR TYPICAL PLAN AND ELEVATIONS 21 21 1

MECHANICAL

M-001 MECHANICAL GENERAL INFORMATION 1 10

M-002 PLUMBING GENERAL INFORMATION AND DETAILS 2 10

1.M-101 BUILDING 1 PARTIAL MECHANICAL FLOOR PLANS - P1 & P2 3 10

2.M-101 BUILDING 2 PARTIAL MECHANICAL FLOOR PLANS - P3 4 10

5.M-101 BUILDING 5 PARTIAL MECHANICAL FLOOR PLANS - P13 5 10

38.M-101 BUILDING 38 PARTIAL MECHANICAL FLOOR PLAN - P6 & P7 6 10

135.M-101 BUILDING 135 PARTIAL MECHANICAL PLANS - P14 & P15 7 10

137.M-101 BUILDING 137 PARTIAL MECHANICAL PLANS 8 10

M-501 MECHANICAL DETAILS 9 10

M-601 MECHANICAL SCHEDULES 10 10

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES, SYMBOL LEGENDS, AND ABBREVIATIONS 1 16

E-002 TECHNOLOGY GENERAL NOTES, SYMBOL LEGEND, AND ABBREVIATIONS 2 16

1.ED101 BUILDING 1 PARTIAL MECHANICAL PENTHOUSE ELECTRICAL DEMOLITION PLANS - P1 & P2 3 16

1.EP101 BUILDING 1 PARTIAL MECHANICAL PENTHOUSE ELECTRICAL PLANS - P1 & P2 4 16

2.ED101 BUILDING 2 PARTIAL ATTIC ELECTRICAL DEMOLITION PLAN - P3 5 16

2.EP101 BUILDING 2 PARTIAL ATTIC AND ELEVATOR PIT ELECTRICAL PLANS - P3 6 16

5.ED101 BUILDING 5 PARTIAL BASEMENT FLOOR ELECTRICAL DEMOLITION PLAN - P13 7 16

5.EP101 BUILDING 5 PARTIAL BASEMENT FLOOR ELECTRICAL PLANS - P13 8 16

38.ED101 BUILDING 38 PARTIAL BASEMENT ELECTRICAL DEMOLITION PLANS - P6, P7 9 16

38.EP101 BUILDING 38 PARTIAL BASEMENT ELECTRICAL PLANS - P6, P7 10 16

135.ED101 BUILDING 135 PARTIAL BASEMENT ELECTRICAL DEMOLITION PLAN - P14, P15 11 16

135.EP101 BUILDING 135 PARTIAL BASEMENT AND ELEVATOR PIT ELECTRICAL PLANS - P14, P15 12 16

137.ED101 BUILDING 137 PARTIAL GROUND FLOOR ELECTRICAL DEMOLITION PLAN - P17, P18 & P19 13 16

137.EP101 BUILDING 137 PARTIAL GROUND, ELEVATOR PIT AND ROOF ELECTRICAL PLANS - P17, P18 & P19 14 16

E-201 ELEVATOR ELECTRICAL SECTIONS 15 16

E-501 ELECTRICAL DETAILS AND EQUIPMENT CONDUCTOR SCHEDULE 16 16

FIRE ALARM

FA001 FIRE ALARM GENERAL NOTES, SYMBOL LEGEND, AND RISER 1 1 1

NORTH

0 4 8 16

NOTE:

1. CONTRACTOR TO REVIEW WITH COR:

A. PROJECT ACCESS

B. CONTRACTOR PARKING

C. CONTRACTOR STAGING AREA

D. FACILITY ICRA MATRIX

E. DISCUSS PHASING

CAMPUS LOCATION

PROJECT LOCATION

SIGNATURES REQUIRED

DIRECTOR:

______________________________________DATE:_________

ENERGY ENGINEER:

______________________________________DATE:_________

INFECTION CONTROL:

______________________________________DATE:_________

SAFETY MANAGER:

______________________________________DATE:_________

LAYDOWN AREA

BLDGS 1, 2, 5, 38, 135 & 137

1 ASI #1 02/17/2026

Docusign Envelope ID: 15DFC381-282B-46E5-A49E-AEA7B21AACAB

2/17/2026

DOOR AND FRAME -

SEE DOOR SCHEDULE

CAULK BOTH SIDES OF

DOOR - CONTINUOUS

(2) METAL STUDS TO

FORM HEADER

TYPES

SEE PARTITION

DOOR AND

FRAME - SEE

DOOR

SCHEDULE

CAULK BOTH

SIDES OF DOOR -

CONTINUOUS

(2) METAL

STUDS TO

FORM JAMB

T Y

P E

S

S E

E P

A R

T

IT

IO

N

F

S E

E S

C H

E D

U L E

SCHEDULE

SEE

ROOM FINISH LEGEND

1 PASSENGER P1 & P2

FINISH LEGEND

SS #4 BRUSHED STAINLESS STEEL

PROVIDE FINISHES LISTED AS BASIS OF DESIGN OR APPROVED EQUAL

BUILDING # ELEVATOR/ROOM # FLOOR BASE

WALLS

EAST NORTH SOUTH WEST

CEILING

FINISH

REMARKS

LVT-1 SS SS & HIW SS & HIW SS & HIW SS & HIW SS

2 LVT-1 SS SS & HIW SS & HIW SS & HIW SS & HIW SS

5 LVT-1 SS SS & HIW SS & HIW SS & HIW SS & HIW SS

38 LVT-1 SS SS & HIW SS & HIW SS & HIW SS & HIW SS

135 LVT-1 SS SS & HIW SS & HIW SS & HIW SS & HIW SS

137 LVT-1 SS SS & HIW SS & HIW SS & HIW SS & HIW SS

HIW-2 INPRO FULLY WRAPPED PANELS, INPRO RICOCHET, RC-STR-R610 SAFARI

PASSENGER P3

PASSENGER P13

PASSENGER P6 & P7

PASSENGER P14 & P15

PASSENGER P18, P19 &

P20

HANDRAILS STAINLESS STEEL, INPRO ASCEND, 4" FLAT WITH TURNED-IN ENDS

LVT-1 TARKETT, EVENT+ STONE, SLATE ESL, ROCK RIDGE 11197, 12X24

BASE #4 SATIN STAINLESS STEEL - 18 GAUGE/304 ALLOY

CRASH RAIL

NOTE: ELEVATOR CONTROLS PER ELEVATOR SPECIFICATION DIVISION 14

CEILING ISLAND, LED DOWNLIGHTS, #4 BRUSHED STAINLESS STEEL MIRRORED FINISH, GRAIN TO RUN FRONT OF CAB TO REAR

STAINLESS STEEL, INPRO ASCEND, 8" FLAT WITH TURNED-IN ENDS

P-2 BENJAMIN MOORE BASE, SEMI-GLOSS, COLOR TO MATCH CAMPUS STANDARD DOOR FRAME PAINT

P-1 BENJAMIN MOORE EPOXY PAINT BASE, EGGSHELL, WHITE DOVE OC-17

1 MECH PENTHOUSE P001 EFP-1 RB-1 P-1 P-1 P-1 P-1 EXP

2 EFP-1 RB-1 P-1 P-1 P-1 P-1 EXPELEV. MACHINE

PENTHOUSE 101

2 EFP-1 RB-1 P-1 P-1 P-1 P-1 EXPELEV. PENTHOUSE 100

5 EFP-1 RB-1 P-1 P-1 P-1 P-1 EXPELEVATOR MACHINE

ROOM 9A

38 EFP-1 RB-1 P-1 P-1 P-1 P-1 EXPELEVATOR MACHINE

ROOM B04

135 EFP-1 RB-1 P-1 P-1 P-1 P-1 EXPELEVATOR MACHINE

B-01

137 EFP-1 RB-1 P-1 P-1 P-1 P-1 EXPPASSENGER

ELEVATOR EQPT

ROOM A1-103A

HIW-1 INPRO FULLY WRAPPED PANELS, INPRO ANTIQUE BRONZE, 5M002

RB-1 TARKETT, BLACK, TRADITIONAL 4"H COVE

EFP-1 EPOXY PAINT/SHERWIN WILLIAMS/ARMORSEAL 100 HS HIGH SOLIDS, HEAVY DUTY TWO COMPONENT EPOXY COATING WITH SKID INHIBITING

ADDITIVE/COLOR TO BE GREY THROUGHOUT WITH SAFETY YELLOW AT EQUIPMENT PADS

PAINT

PAINT

RUBBER

BASE

HIGH IMPACT

WALLCOVERING

STAINLESS

STEEL

LUXURY

VINYL TILE

EPOXY

FLOOR PAINT

HIGH IMPACT

WALLCOVERING

REVEALS -

FLAT & CORNER

#4 BRUSHED STAINLESS STEEL

TYPE A

S E

E S

C H

E D

U L E

2"

SCHEDULE

SEE 2"

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-601

DOOR SCHEDULE AND DETAILS AND

ROOM FINISH SCHEDULE

15 21LBB/ENP

ELEVATOR UPGRADES IN

BUILDINGS 1, 2, 5, 38, 135 &

TUSCALOOSA VAMC

FEBRUARY 6, 2025

100% BID DOCUMENTS

679-22-10021-344

DJR

DOOR SCHEDULE

DOOR DOOR FRAME HEAD

DETAIL NO.

JAMB

DETAIL NO.

THRESH

DETAIL NO. LBL

HDWR

SET REMARKSNO. WIDTH HEIGHT THICK MAT'L ELEV MAT'L ELEV

BLDG 1

S5 3' - 0" 7' - 0" 2" HM F HM A H1 J1 60 SH-3

BLDG 2

P3 3' - 0" 7' - 0" 2" HM F HM A H1 J1 90 SH-3

BLDG 5

9A 3' - 0" 7' - 0" 2" HM F HM A H1 J1 60 SH-3

BLDG 135

B-01 3' - 6" 7' - 0" 2" HM F HM A H1 J1 60 SH-3

EXIST= EXISTING

HM= HOLLOW METAL

PNT= PAINT

STN= STAIN

WD= SOLID CORE WOOD

Scale: 1 1/2" = 1'-0" H1

HEAD DETAIL @ METAL STUD

Scale: 1 1/2" = 1'-0"

J1

JAMB DETAIL @ METAL STUD

DOOR ELEVATIONS FRAME ELEVATIONS

ABBREVIATIONS:

BLDGS 1, 2, 5, 38, 135 & 137

NOTE: REFER TO COLD FORM METAL

MANUFACTURING FOR SHOP DRAWINGS

1 ASI #1 02/17/2026

4'-5"

1" 1"

EQ. 1/2" EQ. TOP OF CAB

PROVIDE NEW HIW-2 PANELS.

PROVIDE A NEW CAR ENCLOSURE WITH HANDRAILS AT

CENTERLINES OF 30" AND 42" ABOVE THE CAR FLOOR.

CONCEAL ALL HANDRAIL FASTENINGS. HANDRAILS

SHALL BE REMOVABLE FROM THE INSIDE OF THE CAR

ENCLOSURE. LOCATE HANDRAILS 1-1/2" FROM CAB

WALL. PROVIDE FLAT STOCK HANDRAILS WITH THE

ENDS AT THE ENTRANCE TURNED BACK TO THE WALL.

1" HORIZONTAL REVEAL, TYP.

PROVIDE HIW-1 PANEL

PROVIDE NEW 8" TALL CRASH RAIL @

12" ABOVE CAR FLOOR. CONCEAL ALL

CRASH RAIL FASTENINGS. CRASH RAIL

SHALL BE REMOVABLE FROM THE

INSIDE OF THE CAB.

4" SS BASE

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-801

PROVIDE HIW-1 PANEL

C E

IL

IN

G

STAINLESS STEEL PANEL,SS

WITH STAINLESS STEEL PAD

STUDS

PROVIDE NEW MAIN CAR

OPERATING PANEL IN THE CAR

ENCLOSURE AT THE FRONT

RETURN PANEL. CONTRACTOR

TO VERIFY LOCATION PER CAB

INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

PROVIDE CAB WITH NEW TWO-

SPEED SIDE HORIZONTAL

SLIDING ELEVATOR CAR DOORS.

REFINISH EXISTING STAINLESS

STEEL ENTRANCE FRAME AT

HEAD AND BOTH JAMBS.

A-801

SIMILAR

6'-11"

7'-6"

PROVIDE NEW AUXILIARY CAR

OPERATING PANEL IN THE CAR

ENCLOSURE AT THE SIDE PANEL.

CONTRACTOR TO VERIFY

LOCATION PER CAB INTERIOR.

SEE ELEVATOR SPECIFICATIONS.

1"EQ1/2"EQ1"

4'-5"

C E

IL

IN

G

TOP OF CAB

PROVIDE NEW STAINLESS STEEL

PANELS ABOVE AND TO THE

SIDES OF ELEVATOR DOORS

PROVIDE NEW MAIN CAR

OPERATING PANEL IN THE CAR

ENCLOSURE AT THE FRONT

RETURN PANEL. CONTRACTOR

TO VERIFY LOCATION PER CAB

INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-801

PROVIDE NEW STAINLESS

STEEL DOORS

C E

IL

IN

G

TOP OF CAB

PROVIDE NEW HIW-2 PANELS.

PROVIDE A NEW CAR ENCLOSURE WITH

HANDRAILS AT CENTERLINES OF 30" AND 42"

ABOVE THE CAR FLOOR. CONCEAL ALL HANDRAIL

FASTENINGS. HANDRAILS SHALL BE REMOVABLE

FROM THE INSIDE OF THE CAR ENCLOSURE.

LOCATE HANDRAILS 1-1/2" FROM CAB WALL.

PROVIDE FLAT STOCK HANDRAILS WITH THE ENDS

AT THE ENTRANCE TURNED BACK TO THE WALL.

1" HORIZONTAL REVEAL, TYP.

PROVIDE HIW-1 PANEL

PROVIDE NEW CAR ENCLOSURE WITH CRASH RAIL

AT 12" ABOVE CAR FLOOR. CONCEAL ALL CRASH RAIL

FASTENINGS. CRASH RAIL SHALL BE REMOVABLE

FROM THE INSIDE OF THE CAR ENCLOSURE.

PROVIDE FLAT STOCK CRASH RAILS WITH THE ENDS

AT THE ENTRANCE TURNED BACK TO THE WALL.

4" SS BASE

AUXILARY

CONTROL PANEL

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-801 2

/2

PROVIDE HIW-1 PANEL

6'-11"

1" EQ 1/2" EQ 1/2" EQ 1"

NOTE: OPPOSITE HAND SIDE WALL IS TYPICAL

WITHOUT AUXILARY OPERATING PANEL

STAINLESS STEEL PANEL,SS

WITH STAINLESS STEEL PAD

STUDS

1. DELETE ALL WORK IN BUILDING NUMBER 1

1 ALTERNATE NOTES

1"

EQ

1/2"

EQ

1/2"

EQ

1"

PROVIDE (6) LED ILLUMINATED

CAR LIGHT FIXTURES ABOVE THE

CEILING. MAINTAIN A MINIMUM

LIGHT LEVEL OF 50-FOOT

CANDLES AT (36") ABOVE THE

FINISHED FLOOR.

COORDINATE EMERGENCY

EXIT HATCH WITH CAB CEILING

E Q

/2

E Q

6'-11"

PROVIDE S.S HANGING CEILING

FRAME. CONSTRUCT FRAME

OF .125" X 1.50" "T" AND "L" SECTIONS

ISLAND, #4 BRUSHED STAINLESS

STEEL MIRRORED FINISH, GRAIN TO

RUN FRONT OF CAB TO REAR.

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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E le v a to rs -A

L B u ld in g

A d m in is tr a ti v e jk o le n d a

Z H

V G

.r v t

BLDG 1 INTERIOR ELEVATOR TYPICAL

PLAN AND ELEVATIONS

16 21KJC/ENP

ELEVATOR UPGRADES IN

BUILDINGS 1, 2, 5, 38, 135 &

TUSCALOOSA VAMC

FEBRUARY 6, 2025

100% BID DOCUMENTS

679-22-10021-344

JK

A-801

Scale: 3/4" = 1'-0"

ELEVATOR CAB REAR ELEVATION (P1 & P2)

Scale: 3/4" = 1'-0"

BUILDING 1 TYPICAL ELEVATOR FLOOR PLAN (P1 & P2)

Scale: 3/4" = 1'-0"

ELEVATOR CAB FRONT ELEVATION (P1 & P2)

Scale: 3/4" = 1'-0"

ELEVATOR CAB SIDE ELEVATION (P1 & P2)

NO

RTH

0 4 8 16

NO

RTH

0 4 8 16

Scale: 3/4" = 1'-0"

BUILDING 1 TYPICAL ELEVATOR REFLECTED CEILING PLAN (P1 & P2)

1 PROVIDE NEW CAR ENCLOSURE WITH NEW

FLOORING, LVT-1.

A. ALL ELECTRICAL WORK REQUIRED BY THIS

MODIFICAATION IS THE RESPONSIBILITY OF THE

ELEVATOR CONTRACTOR. IF ANY WORK

REQUIRES A LICENSED ELECTRICIAN, THIS SHALL

BE INCLUDED IN THE RESPONSIBILITY OF THE

ELEVATOR COMPANY TO RETAIN AND PROVIDE

SUCH AN INDIVIDUAL IF NECESSARY.

B. SEE ELEVATOR SCHEDULE ON A-001 FOR

ADDITIONAL INFORMATION.

1 ASI #1 02/17/2026

PROVIDE NEW AUXILIARY CAR OPERATING

PANEL IN THE CAR ENCLOSURE AT THE SIDE

PANEL. CONTRACTOR TO VERIFY LOCATION

PER CAB INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

REFINISH EXISTING STAINLESS

STEEL ENTRANCE FRAME AT

HEAD AND BOTH JAMBS.

PROVIDE CAB WITH NEW TWO-

SPEED SIDE HORIZONTAL

SLIDING ELEVATOR CAR DOORS.

PROVIDE NEW MAIN CAR

OPERATING PANEL IN THE CAR

ENCLOSURE AT THE FRONT

RETURN PANEL. CONTRACTOR

TO VERIFY LOCATION PER CAB

INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

A-8022

SIMILAR

7'-0"

6'-6 7/8"

/8

1"EQ1/2"EQ1"

4'-6 3/8"

C E

IL

IN

G

TOP OF CAB

PROVIDE NEW STAINLESS

STEEL PANELS ABOVE AND TO

THE SIDES OF ELEVATOR

DOORS

PROVIDE NEW MAIN CAR

OPERATING PANEL IN THE CAR

ENCLOSURE AT THE FRONT

RETURN PANEL. CONTRACTOR

TO VERIFY LOCATION PER CAB

INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-802

PROVIDE NEW STAINLESS

STEEL DOORS

C E

IL

IN

G

TOP OF CAB

PROVIDE NEW HIW-2 PANELS.

PROVIDE A NEW CAR ENCLOSURE WITH HANDRAILS AT

CENTERLINES OF 30" AND 42" ABOVE THE CAR FLOOR.

CONCEAL ALL HANDRAIL FASTENINGS. HANDRAILS

SHALL BE REMOVABLE FROM THE INSIDE OF THE CAR

ENCLOSURE. LOCATE HANDRAILS 1-1/2" FROM CAB

WALL. PROVIDE FLAT STOCK HANDRAILS WITH THE

ENDS AT THE ENTRANCE TURNED BACK TO THE WALL.

1" HORIZONTAL REVEAL, TYP.

PROVIDE HIW-1 PANEL

PROVIDE NEW CAR ENCLOSURE WITH CRASH RAIL

AT 12" ABOVE CAR FLOOR. CONCEAL ALL CRASH RAIL

FASTENINGS. CRASH RAIL SHALL BE REMOVABLE

FROM THE INSIDE OF THE CAR ENCLOSURE.

PROVIDE FLAT STOCK CRASH RAILS WITH THE ENDS

AT THE ENTRANCE TURNED BACK TO THE WALL.

4" SS BASE

AUXILARY

CONTROL PANEL

PROVIDE NEW STIANLESS

STEEL CEILING. SEE 3/A-802 2

/2

PROVIDE HIW-1 PANEL

6'-6 7/8"

NOTE: OPPOSITE HAND SIDE WALL IS TYPICAL

WITHOUT AUXILARY OPERATING PANEL

1" EQ 5/8" EQ 1/2" EQ 1"

STAINLESS STEEL PANEL,SS

WITH STAINLESS STEEL PAD

STUDS

4'-6 3/8"

TOP OF CAB

PROVIDE NEW HIW-2 PANELS.

PROVIDE NEW 4" HANDRAILS @ CENTERLINES OF

42" AND 32" ABOVE THE CAR FLOOR. CONCEAL ALL

HANDRAIL FASTENINGS. HANDRAILS SHALL BE

REMOVABLE FROM THE INSIDE OF THE CAB.

LOCATE HANDRAILS 1-1/2" FROM CAB WALL.

PROVIDE FLAT STOCK HANDRAILS WITH THE ENDS

AT THE ENTRANCE TURNED BACK TO THE WALL.

1" HORIZONTAL REVEAL, TYP.

PROVIDE HIW-1 PANEL

PROVIDE NEW CAR ENCLOSURE WITH CRASH RAIL

AT 12" ABOVE CAR FLOOR. CONCEAL ALL CRASH

RAIL FASTENINGS. CRASH RAIL SHALL BE

REMOVABLE FROM THE INSIDE OF THE CAR

ENCLOSURE. PROVIDE FLAT STOCK CRASH RAILS

WITH THE ENDS AT THE ENTRANCE TURNED BACK

TO THE WALL.

4" SS BASE

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-802

PROVIDE HIW-1 PANEL

1" 1"

C E

IL

IN

G

EQ. 1/2" EQ.

STAINLESS STEEL PANEL,SS

WITH STAINLESS STEEL PAD

STUDS

E Q

/2

E Q

1"

EQ

1/2"

EQ

1/2"

EQ

1"

/8

6'-6 7/8"

PROVIDE S.S HANGING

CEILING FRAME. CONSTRUCT

FRAME OF .125" X 1.50" "T"

AND "L" SECTIONS

PROVIDE (6) LED ILLUMINATED

CAR LIGHT FIXTURES ABOVE

THE CEILING. MAINTAIN A

MINIMUM LIGHT LEVEL OF 50-

FOOT CANDLES AT (36")

ABOVE THE FINISHED FLOOR.

ISLAND, #4 BRUSHED

STAINLESS STEEL MIRRORED

FINISH, GRAIN TO RUN FRONT

OF CAB TO REAR.

COORDINATE EMERGENCY

EXIT HATCH WITH CAB CEILING

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

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P

M C

U s e rs

\j k o le n d a

\D o c u m e n ts \A

-3

-V A

T u s c a lo o s a -U p g ra d e E le v a to rs

-A L

B u ld in g

A d d ic ti o n R e h a b jk o le n d a

Z H

V G

.r v t

BLDG 2 INTERIOR ELEVATOR TYPICAL

PLAN AND ELEVATIONS

17 21KJC/ENP

ELEVATOR UPGRADES IN

BUILDINGS 1, 2, 5, 38, 135 &

TUSCALOOSA VAMC

FEBRUARY 6, 2025

100% BID DOCUMENTS

679-22-10021-344

JK

A-802

Scale: 3/4" = 1'-0"

BUILDING 2 TYPICAL ELEVATOR FLOOR PLAN (P3)

Scale: 3/4" = 1'-0"

ELEVATOR CAB FRONT ELEVATION (P3)

Scale: 3/4" = 1'-0"

ELEVATOR CAB SIDE ELEVATION (P3)

Scale: 3/4" = 1'-0"

ELEVATOR CAB REAR ELEVATION (P3)

NO

RTH

0 4 8 16 NO

RTH

0 4 8 16

Scale: 3/4" = 1'-0"

BUILDING 2 TYPICAL ELEVATOR REFLECTED CEILING PLAN (P3)

1 PROVIDE NEW CAR ENCLOSURE WITH NEW

FLOORING, LVT-1.

A. ALL ELECTRICAL WORK REQUIRED BY THIS

MODIFICAATION IS THE RESPONSIBILITY OF THE

ELEVATOR CONTRACTOR. IF ANY WORK

REQUIRES A LICENSED ELECTRICIAN, THIS SHALL

BE INCLUDED IN THE RESPONSIBILITY OF THE

ELEVATOR COMPANY TO RETAIN AND PROVIDE

SUCH AN INDIVIDUAL IF NECESSARY.

B. SEE ELEVATOR SCHEDULE ON A-001 FOR

ADDITIONAL INFORMATION.

1 ASI #1 02/17/2026

1"

EQ

1/2"

EQ

1"

SEE SCHEDULE

C E

IL

IN

G

TOP OF CAB

PROVIDE NEW STAINLESS

STEEL PANELS ABOVE AND TO

THE SIDES OF ELEVATOR

DOORS

PROVIDE NEW MAIN/AUXILIARY

CAR OPERATING PANEL IN THE

CAR ENCLOSURE AT THE FRONT

RETURN PANEL. CONTRACTOR

TO VERIFY LOCATION PER CAB

INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-803

PROVIDE NEW STAINLESS

DOOR

SEE SCHEDULE

C E

IL

IN

G

TOP OF CAB

PROVIDE NEW HIW-2 PANELS.

PROVIDE NEW 4" HANDRAILS @ CENTERLINES

OF 42" AND 32" ABOVE THE CAR FLOOR.

CONCEAL ALL HANDRAIL FASTENINGS.

HANDRAILS SHALL BE REMOVABLE FROM THE

INSIDE OF THE CAB. LOCATE HANDRAILS 1-1/2"

FROM CAB WALL. PROVIDE FLAT STOCK

HANDRAILS WITH THE ENDS AT THE

ENTRANCE TURNED BACK TO THE WALL.

1/2" HORIZONTAL REVEAL, TYP.

PROVIDE HIW-1 PANEL

PROVIDE NEW 8" TALL CRASH RAIL @

12" ABOVE CAR FLOOR. CONCEAL ALL

CRASH RAIL FASTENINGS. CRASH RAIL

SHALL BE REMOVABLE FROM THE

INSIDE OF THE CAB.

4" SS BASE

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-803

/2

PROVIDE HIW-1 PANEL

1"

EQ 1/2" EQ 1/2" EQ

1"

NOTE: OPPOSITE HAND SIDE WALL IS TYPICAL

WITHOUT AUXILARY OPERATING PANEL

STAINLESS STEEL PANEL,SS

WITH STAINLESS STEEL PAD

STUDS

A-803

OPPOSITE

HAND

PROVIDE NEW MAIN CAR

OPERATING PANEL IN THE

CAR ENCLOSURE ON THE

FRONT RETURN PANEL.

CONTRACTOR TO VERIFY

LOCATION PER CAB

INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

PROVIDE AN AUXILIARY CAR

OPERATING IN THE SIDE

WALL OF THE ELEVATOR.

CONTRACTOR TO VERIFY

LOCATION PER CAB

INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

PROVIDE NEW TWO-SPEED

SIDE HORIZONTAL SLIDING

ELEVATOR CAR DOORS.

REPLACE STAINLESS STEEL

ENTRANCE FRAME AT HEAD

AND BOTH JAMBS.

FOR PLATFORM SIZE SEE ELEVATOR

MATRIX ON SHEET A-001

PROVIDE CAB WITH NEW

TWO-SPEED SIDE

HORIZONTAL SLIDING

ELEVATOR CAR DOORS.

REPLACE STAINLESS STEEL

ENTRANCE FRAME AT HEAD

AND BOTH JAMBS.

SIMILAR

1"

EQ.

1/2"

EQ.

1"

E Q

/2

E Q

/2

E Q

SEE SCHEDULE

S E

E S

C H

E D

U L E

COORDINATE EMERGENCY EXIT HATCH

WITH CAB CEILING

PROVIDE S.S HANGING CEILING FRAME.

CONSTRUCT FRAME OF .125" X 1.50" "T"

AND "L" SECTIONS

PROVIDE (6) LED ILLUMINATED CAR LIGHT

FIXTURES ABOVE THE CEILING. MAINTAIN A

MINIMUM LIGHT LEVEL OF 50-FOOT CANDLES

AT (36") ABOVE THE FINISHED FLOOR.

ISLAND, #4 BRUSHED STAINLESS STEEL

MIRRORED FINISH, GRAIN TO RUN FRONT

OF CAB TO REAR.

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

:2

:1

P

M C

U s e rs

\j k o le n d a \D o c u m e n ts

\A

-3

-V A

T u s c a lo o s a

-U p g ra d e

E le v a to rs

-A L

B u ld in g jk o le n d a

Z

H V

G .r v t

BLDG 5 INTERIOR ELEVATOR TYPICAL

PLAN AND ELEVATIONS

18 21KJC/ENP

ELEVATOR UPGRADES IN

BUILDINGS 1, 2, 5, 38, 135 &

TUSCALOOSA VAMC

FEBRUARY 6, 2025

100% BID DOCUMENTS

679-22-10021-344

JK

A-803

Scale: 3/4" = 1'-0"

ELEVATOR CAB FRONT/BACK ELEVATION (P13)

Scale: 3/4" = 1'-0"

ELEVATOR CAB SIDE ELEVATION (P13)

Scale: 3/4" = 1'-0"

BUILDING 5 TYPICAL ELEVATOR FLOOR PLAN (P13)

NO

RTH

0 4 8 16

NO

RTH

0 4 8 16

Scale: 3/4" = 1'-0"

BUILDING 5 ELEVATOR REFLECTED CEILING PLAN (P13)

1 ASI #1 02/17/2026

1 PROVIDE NEW CAR ENCLOSURE WITH NEW

FLOORING, LVT-1.

A. ALL ELECTRICAL WORK REQUIRED BY THIS

MODIFICAATION IS THE RESPONSIBILITY OF THE

ELEVATOR CONTRACTOR. IF ANY WORK

REQUIRES A LICENSED ELECTRICIAN, THIS SHALL

BE INCLUDED IN THE RESPONSIBILITY OF THE

ELEVATOR COMPANY TO RETAIN AND PROVIDE

SUCH AN INDIVIDUAL IF NECESSARY.

B. SEE ELEVATOR SCHEDULE ON A-001 FOR

ADDITIONAL INFORMATION.

S SSS

S

A-8045

PROVIDE CAB WITH NEW

TWO-SPEED SIDE

HORIZONTAL SLIDING

ELEVATOR CAR DOORS.

REFINISH EXISTING

STAINLESS STEEL

ENTRANCE FRAME AT

HEAD AND BOTH JAMBS.

PROVIDE NEW AUXILIARY CAR

OPERATING PANEL IN THE CAR

ENCLOSURE AT THE SIDE PANEL.

CONTRACTOR TO VERIFY

LOCATION PER CAB INTERIOR.

SEE ELEVATOR SPECIFICATIONS.

PROVIDE NEW MAIN CAR

OPERATING PANEL IN THE CAR

ENCLOSURE AT THE FRONT

RETURN PANEL. CONTRACTOR

TO VERIFY LOCATION PER CAB

INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

SIMILAR

8'-9"

9'-6"

1" EQ. 1/2" 2'-8 1/4" 1"

5'-10"

C E

IL

IN

G

TOP OF CAB

PROVIDE NEW STAINLESS STEEL

PANELS ABOVE AND TO THE

SIDES OF ELEVATOR DOORS

PROVIDE NEW MAIN CAR

OPERATING PANEL IN THE CAR

ENCLOSURE AT THE FRONT

RETURN PANEL. CONTRACTOR

TO VERIFY LOCATION PER CAB

INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

PROVIDE NEW STAINLESS STEEL

DOOR.

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-804

C E

IL

IN

G

TOP OF CAB

PROVIDE NEW HIW-2 PANELS.

PROVIDE A NEW CAR ENCLOSURE WITH HANDRAILS AT

CENTERLINES OF 30" AND 42" ABOVE THE CAR FLOOR.

CONCEAL ALL HANDRAIL FASTENINGS. HANDRAILS

SHALL BE REMOVABLE FROM THE INSIDE OF THE CAR

ENCLOSURE. LOCATE HANDRAILS 1-1/2" FROM CAB

WALL. PROVIDE FLAT STOCK HANDRAILS WITH THE

ENDS AT THE ENTRANCE TURNED BACK TO THE WALL.

1" HORIZONTAL REVEAL, TYP.

PROVIDE HIW-1 PANEL

PROVIDE NEW CAR ENCLOSURE WITH CRASH RAIL AT

12" ABOVE CAR FLOOR. CONCEAL ALL CRASH RAIL

FASTENINGS. CRASH RAIL SHALL BE REMOVABLE FROM

THE INSIDE OF THE CAR ENCLOSURE. PROVIDE FLAT

STOCK CRASH RAILS WITH THE ENDS AT THE

ENTRANCE TURNED BACK TO THE WALL.

4" SS BASE

AUXILARY

CONTROL PANEL

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-804

/2

PROVIDE HIW-1 PANEL

8'-9"

1"

EQ.

1/2"

EQ.

1/2"

EQ.

1"

NOTE: OPPOSITE HAND SIDE WALL IS TYPICAL

WITHOUT AUXILARY OPERATING PANEL

STAINLESS STEEL PANEL,SS

WITH STAINLESS STEEL PAD

STUDS

5'-10"

TOP OF CAB

PROVIDE NEW HIW-2 PANELS.

PROVIDE A NEW CAR ENCLOSURE WITH HANDRAILS AT

CENTERLINES OF 30" AND 42" ABOVE THE CAR FLOOR.

CONCEAL ALL HANDRAIL FASTENINGS. HANDRAILS

SHALL BE REMOVABLE FROM THE INSIDE OF THE CAR

ENCLOSURE. LOCATE HANDRAILS 1-1/2" FROM CAB

WALL. PROVIDE FLAT STOCK HANDRAILS WITH THE

ENDS AT THE ENTRANCE TURNED BACK TO THE WALL.

1" HORIZONTAL REVEAL, TYP.

PROVIDE HIW-1 PANEL

PROVIDE NEW CAR ENCLOSURE WITH CRASH RAIL AT

12" ABOVE CAR FLOOR. CONCEAL ALL CRASH RAIL

FASTENINGS. CRASH RAIL SHALL BE REMOVABLE

FROM THE INSIDE OF THE CAR ENCLOSURE. PROVIDE

FLAT STOCK CRASH RAILS WITH THE ENDS AT THE

ENTRANCE TURNED BACK TO THE WALL.

4" SS BASE

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-804

PROVIDE HIW-1 PANEL

/2

1" 1"

C E

IL

IN

G

EQ

1/2"

EQ

STAINLESS STEEL PANEL,SS

WITH STAINLESS STEEL PAD

STUDS

E Q

/2

E Q

1"

EQ

1/2"

EQ

1/2"

EQ

1"

S E

E S

C H

E D

U L E

8'-9"

PROVIDE (6) LED ILLUMINATED

CAR LIGHT FIXTURES ABOVE

THE CEILING. MAINTAIN A

MINIMUM LIGHT LEVEL OF 50-

FOOT CANDLES AT (36") ABOVE

THE FINISHED FLOOR.

COORDINATE EMERGENCY

EXIT HATCH WITH CAB

CEILING

PROVIDE S.S HANGING

CEILING FRAME.

CONSTRUCT FRAME

OF .125" X 1.50" "T" AND "L"

SECTIONS

ISLAND, #4 BRUSHED

STAINLESS STEEL

MIRRORED FINISH, GRAIN

TO RUN FRONT OF CAB TO

REAR.

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

:2

:2

P

M C

U s e rs

\j k o le n d a \D o c u m e n ts

\A

-3

-V

A T u s c a lo o s a

-U p g ra d e

E le v a to rs

-A L

B u ld in g jk o le n d a

Z

H V

G .r v t

BLDG 38 INTERIOR ELEVATOR TYPICAL

PLAN AND ELEVATIONS

19 21KJC/ENP

ELEVATOR UPGRADES IN

BUILDINGS 1, 2, 5, 38, 135 &

TUSCALOOSA VAMC

FEBRUARY 6, 2025

100% BID DOCUMENTS

679-22-10021-344

JK

A-804

Scale: 3/4" = 1'-0"

BUILDING 38 TYPICAL ELEVATOR FLOOR PLAN (P6 - P7)

Scale: 3/4" = 1'-0"

ELEVATOR CAB FRONT ELEVATION (P6 & P7)

Scale: 3/4" = 1'-0"

ELEVATOR CAB SIDE ELEVATION (P6 & P7)

Scale: 3/4" = 1'-0"

ELEVATOR CAB REAR ELEVATION (P6 & P7)

NO

RTH0 4 8 16

NO

RTH0 4 8 16

Scale: 3/4" = 1'-0"

BUILDING 38 TYPICAL ELEVATOR REFLECTED CEILING PLAN (P6 & P7)

1 ASI #1 02/17/2026

1 PROVIDE NEW CAR ENCLOSURE WITH NEW

FLOORING, LVT-1.

A. ALL ELECTRICAL WORK REQUIRED BY THIS

MODIFICAATION IS THE RESPONSIBILITY OF THE

ELEVATOR CONTRACTOR. IF ANY WORK

REQUIRES A LICENSED ELECTRICIAN, THIS SHALL

BE INCLUDED IN THE RESPONSIBILITY OF THE

ELEVATOR COMPANY TO RETAIN AND PROVIDE

SUCH AN INDIVIDUAL IF NECESSARY.

B. SEE ELEVATOR SCHEDULE ON A-001 FOR

ADDITIONAL INFORMATION.

A-805 4

FOR PLATFORM SIZE SEE ELEVATOR

MATRIX ON SHEET A-001.

PROVIDE NEW MAIN CAR

OPERATING PANEL IN THE CAR

ENCLOSURE AT THE FRONT RETURN

PANEL. CONTRACTOR TO VERIFY

LOCATION PER CAB INTERIOR. SEE

ELEVATOR SPECIFICATIONS.

PROVIDE NEW AUXILIARY CAR

OPERATING PANEL IN THE CAR

ENCLOSURE AT THE SIDE PANEL.

CONTRACTOR TO VERIFY LOCATION

PER CAB INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

REFINISH EXISTING STAINLESS

STEEL ENTRANCE FRAME AT HEAD

AND BOTH JAMBS.

PROVIDE CAB WITH NEW TWO-

SPEED SIDE HORIZONTAL SLIDING

ELEVATOR CAR DOORS.

OH

PROVIDE CAB WITH NEW TWO-

SPEED SIDE HORIZONTAL SLIDING

ELEVATOR CAR DOORS.

1/2"EQ.1/2"EQ.

SEE SCHEDULE

C E

IL

IN

G

TOP OF CAB

PROVIDE NEW STAINLESS

STEEL PANELS ABOVE

ELEVATOR DOOR AND

SIDES.

PROVIDE NEW MAIN/AUXILIARY

CAR OPERATING PANEL IN THE

CAR ENCLOSURE AT THE FRONT

RETURN PANEL. CONTRACTOR

TO VERIFY LOCATION PER CAB

INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-805.

1/2"

PROVIDE NEW STAINLESS

STEEL DOOR

SEE SCHEDULE

C E

IL

IN

G

TOP OF CAB

PROVIDE NEW HIW-2 PANELS.

PROVIDE A NEW CAR ENCLOSURE WITH HANDRAILS AT

CENTERLINES OF 30" AND 42" ABOVE THE CAR FLOOR.

CONCEAL ALL HANDRAIL FASTENINGS. HANDRAILS

SHALL BE REMOVABLE FROM THE INSIDE OF THE CAR

ENCLOSURE. LOCATE HANDRAILS 1-1/2" FROM CAB

WALL. PROVIDE FLAT STOCK HANDRAILS WITH THE

ENDS AT THE ENTRANCE TURNED BACK TO THE WALL.

1/2" HORIZONTAL REVEAL, TYP.

PROVIDE HIW-1 PANEL

PROVIDE NEW CAR ENCLOSURE WITH CRASH RAIL AT

12" ABOVE CAR FLOOR. CONCEAL ALL CRASH RAIL

FASTENINGS. CRASH RAIL SHALL BE REMOVABLE

FROM THE INSIDE OF THE CAR ENCLOSURE. PROVIDE

FLAT STOCK CRASH RAILS WITH THE ENDS AT THE

ENTRANCE TURNED BACK TO THE WALL.

4" SS BASE

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-805

/2

PROVIDE HIW-1 PANEL

1"

EQ

1/2"

EQ

1/2"

EQ

1"

1"

EQ

1"

EQ

1"

STAINLESS STEEL PANEL,SS

WITH STAINLESS STEEL PAD

STUDS

1"

EQ

1/2"

EQ

1"

E Q

/2

E

Q

/2

E Q

SEE SCHEDULE

S E

E S

C H

E D

U L E

COORDINATE EMERGENCY EXIT

HATCH WITH CAB CEILING

PROVIDE S.S HANGING CEILING

FRAME. CONSTRUCT FRAME

OF .125" X 1.50" "T" AND "L"

SECTIONS

PROVIDE (6) LED ILLUMINATED

CAR LIGHT FIXTURES ABOVE

THE CEILING. MAINTAIN A

MINIMUM LIGHT LEVEL OF 50-

FOOT CANDLES AT (36") ABOVE

THE FINISHED FLOOR.

ISLAND, #4 BRUSHED STAINLESS

STEEL MIRRORED FINISH, GRAIN

TO RUN FRONT OF CAB TO REAR.

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

/1

/2

:2

:4

P

M C

U s e rs

\j k o le n d a

\D o c u m e n ts \A

-3

-V A

T u s c a lo o s a

-U p g ra d e

E le v a to rs -A

L B u ld in g jk o le n d a

Z H

V G

.r v t

BLDG 135 INTERIOR ELEVATOR

TYPICAL PLAN AND ELEVATIONS

20 21KJC/ENP

ELEVATOR UPGRADES IN

BUILDINGS 1, 2, 5, 38, 135 &

TUSCALOOSA VAMC

FEBRUARY 6, 2025

100% BID DOCUMENTS

679-22-10021-344

JK

A-805

Scale: 3/4" = 1'-0"

BUILDING 135 TYPICAL ELEVATOR FLOOR PLAN (P14 & P15)

Scale: 3/4" = 1'-0"

ELEVATOR CAB FRONT ELEVATION (P14 & P15)

Scale: 3/4" = 1'-0"

ELEVATOR CAB SIDE ELEVATION (P14 & P15)

NO

RTH

0 4 8 16

NO

RTH

0 4 8 16

Scale: 3/4" = 1'-0"

BUILDING 135 TYPICAL ELEVATOR REFLECTED CEILING PLAN (P14 & P15)

1 ASI #1 02/17/2026

1 PROVIDE NEW CAR ENCLOSURE WITH NEW

FLOORING, LVT-1.

A. ALL ELECTRICAL WORK REQUIRED BY THIS

MODIFICAATION IS THE RESPONSIBILITY OF THE

ELEVATOR CONTRACTOR. IF ANY WORK

REQUIRES A LICENSED ELECTRICIAN, THIS SHALL

BE INCLUDED IN THE RESPONSIBILITY OF THE

ELEVATOR COMPANY TO RETAIN AND PROVIDE

SUCH AN INDIVIDUAL IF NECESSARY.

B. SEE ELEVATOR SCHEDULE ON A-001 FOR

ADDITIONAL INFORMATION.

A-806 55

PROVIDE NEW MAIN CAR OPERATING

PANEL IN THE CAR ENCLOSURE ON

THE FRONT RETURN PANEL.

CONTRACTOR TO VERIFY LOCATION

PER CAB INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

PROVIDE AN AUXILIARY CAR OPERATING

IN THE SIDE WALL OF THE ELEVATOR.

CONTRACTOR TO VERIFY LOCATION PER

CAB INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

REFINISH EXISTING STAINLESS STEEL

ENTRANCE FRAME AT HEAD AND

BOTH JAMBS.

PROVIDE CAB WITH NEW TWO-SPEED

SIDE HORIZONTAL SLIDING ELEVATOR

CAR DOORS.

SIMILAR

7'-6 1/2"

8'-0"

1"

EQ

1/2"

EQ

1/2"

EQ

1"

7'-6 1/2"

TOP OF CAB

PROVIDE NEW STAINLESS

STEEL PANELS ABOVE AND

TO THE SIDES OF ELEVATOR

DOORS

PROVIDE NEW MAIN CAR

OPERATING PANEL IN THE

CAR ENCLOSURE AT THE

FRONT RETURN PANEL.

CONTRACTOR TO VERIFY

LOCATION PER CAB

INTERIOR. SEE ELEVATOR

SPECIFICATIONS.

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-806.

PROVIDE NEW STAINLESS

STEEL DOOR

TOP OF CAB

PROVIDE NEW HIW-2 PANELS.

PROVIDE A NEW CAR ENCLOSURE WITH HANDRAILS AT

CENTERLINES OF 30" AND 42" ABOVE THE CAR FLOOR.

CONCEAL ALL HANDRAIL FASTENINGS. HANDRAILS

SHALL BE REMOVABLE FROM THE INSIDE OF THE CAR

ENCLOSURE. LOCATE HANDRAILS 1-1/2" FROM CAB

WALL. PROVIDE FLAT STOCK HANDRAILS WITH THE

ENDS AT THE ENTRANCE TURNED BACK TO THE WALL.

1" HORIZONTAL REVEAL, TYP.

PROVIDE HIW-1 PANEL

PROVIDE NEW CAR ENCLOSURE WITH CRASH RAIL AT

12" ABOVE CAR FLOOR. CONCEAL ALL CRASH RAIL

FASTENINGS. CRASH RAIL SHALL BE REMOVABLE

FROM THE INSIDE OF THE CAR ENCLOSURE. PROVIDE

FLAT STOCK CRASH RAILS WITH THE ENDS AT THE

ENTRANCE TURNED BACK TO THE WALL.

4" SS BASE

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-8061

PROVIDE HIW-1 PANEL

C E

IL

IN

G

7'-6 1/2"

1"

EQ

1/2"

EQ

1/2"

EQ

1"

/2

STAINLESS STEEL PANEL,SS

WITH STAINLESS STEEL PAD

STUDS

5'-2"

TOP OF CAB

PROVIDE NEW HIW-2 PANELS.

PROVIDE A NEW CAR ENCLOSURE WITH HANDRAILS AT

CENTERLINES OF 30" AND 42" ABOVE THE CAR FLOOR.

CONCEAL ALL HANDRAIL FASTENINGS. HANDRAILS

SHALL BE REMOVABLE FROM THE INSIDE OF THE CAR

ENCLOSURE. LOCATE HANDRAILS 1-1/2" FROM CAB

WALL. PROVIDE FLAT STOCK HANDRAILS WITH THE

ENDS AT THE ENTRANCE TURNED BACK TO THE WALL.

1" HORIZONTAL REVEAL, TYP.

PROVIDE HIW-1 PANEL

PROVIDE NEW CAR ENCLOSURE WITH CRASH RAIL AT

12" ABOVE CAR FLOOR. CONCEAL ALL CRASH RAIL

FASTENINGS. CRASH RAIL SHALL BE REMOVABLE

FROM THE INSIDE OF THE CAR ENCLOSURE. PROVIDE

FLAT STOCK CRASH RAILS WITH THE ENDS AT THE

ENTRANCE TURNED BACK TO THE WALL.

4" SS BASE

PROVIDE NEW STAINLESS

STEEL CEILING. SEE 3/A-806

PROVIDE HIW-1 PANEL

/2

1"

AUXILIARY CONTROL PANEL

C E

IL

IN

G

1"

EQ.

1/2"

EQ.

NOTE: OPPOSITE HAND SIDE WALL IS TYPICAL

WITHOUT AUXILARY OPERATING PANEL

STAINLESS STEEL PANEL,SS

WITH STAINLESS STEEL PAD

STUDS

E Q

/2

E

Q

1"

EQ

1/2"

EQ

1/2"

EQ

1"

7'-6 1/2"

COORDINATE EMERGENCY

EXIT HATCH WITH CAB

CEILING

PROVIDE S.S HANGING CEILING

FRAME. CONSTRUCT FRAME

OF .125" X 1.50" "T" AND "L"

SECTIONS

PROVIDE (6) LED ILLUMINATED

CAR LIGHT FIXTURES ABOVE

THE CEILING. MAINTAIN A

MINIMUM LIGHT LEVEL OF 50-

FOOT CANDLES AT (36") ABOVE

THE FINISHED FLOOR.

ISLAND, #4 BRUSHED

STAINLESS STEEL MIRRORED

FINISH, GRAIN TO RUN FRONT

OF CAB TO REAR.

Engineers Architects

# KEY NOTES:

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

SHEET NOTES:

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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A-806

BLDG 137 INTERIOR ELEVATOR

TYPICAL PLAN AND ELEVATIONS

21 21KJC/ENP

ELEVATOR UPGRADES IN

BUILDINGS 1, 2, 5, 38, 135 &

TUSCALOOSA VAMC

FEBRUARY 6, 2025

100% BID DOCUMENTS

679-22-10021-344

JK

Scale: 3/4" = 1'-0"

BUILDING 137 TYPICAL ELEVATOR FLOOR PLAN (P17 - P19)

Scale: 3/4" = 1'-0"

ELEVATOR CAB FRONT ELEVATION (P17 - P19)

Scale: 3/4" = 1'-0"

ELEVATOR CAB REAR ELEVATION (P17 - P19)

Scale: 3/4" = 1'-0"

ELEVATOR CAB SIDE ELEVATION (P17 - P19)

N O R

TH

0 4 8 16

N O R

TH

0 4 8 16

1 PROVIDE NEW CAR ENCLOSURE WITH NEW

FLOORING, LVT-1.

A. ALL ELECTRICAL WORK REQUIRED BY THIS

MODIFICAATION IS THE RESPONSIBILITY OF THE

ELEVATOR CONTRACTOR. IF ANY WORK

REQUIRES A LICENSED ELECTRICIAN, THIS SHALL

BE INCLUDED IN THE RESPONSIBILITY OF THE

ELEVATOR COMPANY TO RETAIN AND PROVIDE

SUCH AN INDIVIDUAL IF NECESSARY.

B. SEE ELEVATOR SCHEDULE ON A-001 FOR

ADDITIONAL INFORMATION.

Scale: 3/4" = 1'-0"

BUILDING 137 TYPICAL ELEVATOR REFLECTED CEILING PLAN (P17 - P19)

1 ASI #1 02/17/2026

1. PROVIDE FIRE ALARM SYSTEM AND COMPONENTS COMPLYING WITH THE LATEST:

A. NFPA 13- STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS.

B. NFPA 14- STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEM.

C. NFPA 20- STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION.

D. NFPA 70 NATIONAL ELECTRICAL CODE.

E. NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE.

F. NFPA 90A STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS.

G. NFPA 101 LIFE SAFETY CODE.

H. VA FIRE PROTECTION DESIGN MANUAL.

I. ANSI S3.41 AUDIBLE EMERGENCY EVACUATION SIGNAL.

2. FIRE ALARM SYSTEM SHALL COMPLY WITH FACTORY MUTUAL RESEARCH CORPORATION (FM).

3. PROVIDE FIRE ALARM WIRING IN CONDUIT, FACTORY PAINTED RED.

4. BEFORE STARTING WORK, TEST EXISTING FIRE ALARM SYSTEM IN WORK AREA AND ADJACENT AREAS.

5. NOTIFY COR REGARDING DEFICIENCIES AND NON-OPERATING COMPONENTS. VA WILL MAKE REPAIRS.

6. CONTRACTOR TO ENSURE THAT ALL NEW FIRE ALARM SPEAKERS, TONES, AND STROBES ARE IN-SYNC WITH ALL ADJACENT AREAS BEYOND THE AREA OF WORK. WHEN WORK IS COMPLETE, TEST EXISTING FIRE ALARM SYSTEM IN WORK

AREA AND ADJACENT AREAS.

7. MAKE REPAIRS TO RESOLVE INCORRECT SYSTEM OPERATIONS AT NO ADDITIONAL COST.

8. THE FIRE ALARM SYSTEM VENDOR/CONTRACTOR SHALL TERMINATE, TEST AND PROGRAM ALL NEW FIRE ALARM DEVICES.

COORDINATE WITH COR.

9. CONNECT SPRINKLER SYSTEM SUPERVISORY DEVICES TO THE FIRE ALARM SYSTEM. COORDINATE LOCATION WITH THE

SPRINKLER CONTRACTOR.

10. CONNECT ALL ELECTROMAGNETIC DOOR HOLD OPEN DEVICES TO THE FIRE ALARM SYSTEM. COORDINATE WITH THE

DOOR HARDWARE CONTRACTOR.

11. PROVIDE RELAY CONTROL MODULES FOR PACS, COORDINATE WITH PHYSICAL ACCESS CONTROL SYSTEM (PACS), CONTRACTOR AND COR.

12. PROVIDE RELAY CONTROL MODULES FOR COOKING POWER SUPPLY SHUT OFF.

13. PROVIDE RELAY CONTROL MODULES FOR KITCHEN HOOD FIRE SUPPRESSION SYSTEM.

14. THE OPERABLE PART OF A MANUAL ACTUATED ALARM INITIATING DEVICE SHALL BE NOT LESS THAN 42" (1.07M) AND NOT

MORE THAN 48" (1.22M) FROM FINISH FLOOR.

15. FOR LOCATION (CORRIDOR, ROOM OR ADJACENT SPACE) WITH TWO OR MORE VISIBLE FIRE ALARM NOTIFICATION APPLIANCES WITHIN THE FIELD OF VIEW, PROGRAM VISIBLE TO FLASH IN SYNCHRONIZATION.

16. THE "FIRE ALARM INTERFACE WITH ELEVATORS" DETAIL ON THIS SHEET IS A TYPICAL DETAIL WHICH APPLIES TO ALL

ELEVATORS.

ACC ACCESSIBLE

ACLG ABOVE CEILING

A/E ARCHITECT/ENGINEER

AFF ABOVE FINISHED FLOOR

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

APPRX APPROXIMATELY

ARCH ARCHITECT, ARCHITECTURAL

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

BOD BASIS OF DESIGN

C CONDUIT

CAB CABINET

cd CANDELA

CD CONSTRUCTION DOCUMENTS

CF CONTRACTOR-FURNISHED

CKT CIRCUIT

CLG CEILING

CO CONTRACTING OFFICE

COR CONTRACTING OFFICER

REPRESENTATIVE

dB DECIBEL

DN DOWN

DVC DIGITAL VOICE COMMAND

E EXISTING DEVICES

ELEV ELEVATOR

ETR EXISTING TO REMAIN

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAGAP FIRE ALARM GRAPHIC

ANNUNCIATOR PANEL

FO FIBER OPTIC

J-BOX JUNCTION BOX

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

METAL-CLAD (CONDUIT)

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MT MOUNT

N NEW DEVICES

NAC NETWORK APPLIANCE CIRCUIT

PANEL

NCA NETWORK CONTROL ANNUNCIATOR

NS NO SCALE

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

PA PUBLIC ADDRESS

PB PULL BOX OR PUSHBUTTON

PIV POST INDICATING VALVE

PVC POLYVINYL CHLORIDE (CONDUIT)

QTY QUANTITY

R REMOVE AND REPLACE IN NEW

LOCATION

RCP REFLECTED CEILING PLAN

REQD REQUIRED

RGS RIGID GALVANIZED STEEL

RM ROOM

SC SURFACE CONDUIT

SF SQUARE FEET/FOOT

SHT SHEET

SI INTERNATIONAL SYSTEM OF UNITS

SIM SIMILAR

SPEC SPECIFICATION

SPKR SPEAKER

SR SURFACE RACEWAY

SS STAINLESS STEEL

STD STANDARD

SURF SURFACE MOUNTED

SYM SYMMETRICAL

SYS SYSTEM

TC TIMECLOCK

TEL TELEPHONE

TP TWISTED PAIR

TPS TWISTED PAIR SHIELDED

TR TAMPER RESISTANT

TYP TYPICAL

UL UNDERWRITER'S LABORATORY

UTP UNSHIELDED TWISTED PAIR

FIRE ALARM PULL STATION

SYMBOL HEIGHT DESCRIPTION

ALL HEIGHTS ARE TO CENTER OF DEVICE UNLESS NOTED OTHERWISE.

TOP: HEIGHT TO TOP OF DEVICE

ANY HEIGHTS INDICATED IN PLANS SHALL SUPERSEDE THOSE LISTED HERE.

F

F

S

FIRE ALARM SPEAKER

FIRE ALARM STROBE

FIRE ALARM SPEAKER AND STROBE

FIRE ALARM DOOR OPEN HOLDER

FIRE ALARM PHOTOELECTRIC SMOKE DETECTOR

FIRE ALARM CEILING MOUNTED SPEAKER

DD FIRE ALARM DUCT SMOKE DETECTOR

FIRE ALARM HEAT DETECTOR

42"-48"

90"

90"

90"

FIRE ALARM CONTROL PANEL

FIRE ALARM NAC PANEL

FIRE ALARM ANNUNCIATOR PANEL

FLOW SWITCH

FACP

NAC

FAAP

TAMPER SWITCH

POST INDICATOR VALVEPIV

REMOTE LIGHT/TEST SWITCH FOR DUCT DETECTORS

F FIRE ALARM BELL90"

XX - CANDELA

XX - CANDELA

XX - WATTAGEF

S

F

S

HD

SD

WALL

CEILING

CEILING

CEILING

6'

6'

6'

6'

FIRE ALARM GRAPHIC ANNUNCIATOR PANELFAGAP 6'

FS

TS

KNOX BOX

RELAYS

KB

R

60"

60"

HD

INTERFACE RELAYS INSTALL WITHIN 3' OF

ELEVATOR CONTROLLER

R1

EQL

R2

EQL

R3

EQL

SHUNT TRIP

BREAKER

R4

EQL

HOT NEUTRAL

120 VAC CIRCUIT

(POWER TO OPERATE

SHUNT TRIP BREAKER)

FROM EMERGENCY

POWER SOURCE

R5

EQL

FIRE ALARM CONTROL UNIT

SCC1 SCC2 SCC3 SCC4

ACTUARION

CAUSES

RECALL TO

ALTERNATE

LEVEL

ACTUARION

CAUSES

RECALL TO

DESIGNATED

LEVEL

ACTUARION

CAUSES

FLASHING

OF

WARNING

SIGNAL

ACTUARION

CAUSES

DISCONNECT

OF MAIN LINE

ELEVATOR

POWER

IDC1

(SUPERVISORY)

ACTUARION

CAUSES

SUPERVISORY

SIGNAL

CONVENTIONAL OR

ADDRESSABLE

ZONE / CIRCUIT

MODULE

HD

EXISTING

ELEVATOR

HOISTWAY HEAT

DETECTOR(S)

EXISTING

ELEVATOR

MACHINE ROOM

HEAT DETECTOR(S)

EXISTING

ELEVATOR

MACHINE ROOM

SMOKE

DETECTOR(S)

SD SD

EXISTING ELEVATOR

LOBBY SMOKE

DETECTOR (ALL

FLOORS AND ALL

LOBBIES)

NOTE:

1. FIRE ALARM CIRCUITS ARE TO BE DESIGNED AND

INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE

ALARM CODE AND NEC 70, NATIONAL ELECTRICAL CODE.

2. FOR ALL EXISTING HEAT DETECTORS IN BUILDINGS 1, 2, 5,

38, 135, AND 137 PITS AND SHAFTS, PROVIDE CABLING IN

CONDUIT FROM THE HEAT DETECTORS TO THE ELEVATOR

MACHINE ROOM FOR TESTING PURPOSES. TERMINATE

CONDUCTORS IN A WALL MOUNTED JUNCTION BOX.

3. PROVIDE ALL RELAYS/MONITORING MODULES AND

ASSOCIATED CIRCUITS SHOWN IN THIS DETAIL FOR ALL

ELEVATORS.

R1 SIGNAL TO ELEVATOR CONTROLLER FOR RECALL TO DESIGNATED LEVEL.

R2 SIGNAL TO ELEVATOR CONTROLLER TO RECALL TO ALTERNATE LEVEL.

R3 SIGNAL TO ELEVATOR CONTROLLER FOR RECALL TO ALTERNATE LEVEL.

R4 SIGNAL TO ACTIVATE SHUNT TRIP RELAY.

R5 SUPERVISORY RELAY TO MONITOR PRESENCE OF VOLTAGE (POWER) TO OPERATE SHUNT

TRIP BREAKER

SCC1 SUPERVISED CONTROL CIRCUIT FOR OPERATING R1.

SCC2 SUPERVISED CONTROL CIRCUIT FOR OPERATING R2.

SCC3 SUPERVISED CONTROL CIRCUIT FOR OPERATING R3.

SCC4 SUPERVISED CONTROL CIRCUIT FOR OPERATING R4.

IDC1 INITIATING DEVICE CIRCUIT TO SUPERVISE R5 CONTACTS (MONITORING POWER TO OPERATE

SHUNT TRIP BREAKER).

COMPONENT FUNCTION

NEW CONDUIT AND

CABLING FROM

EXISTING HEAT

DETECTORS IN

ELEVATOR PIT TO THE

MACHINE ROOM.

CONDUIT

INSTALL PER

NATIONAL ELECTRIC CODE

AIR SUPPLY

DIFFUSER OR

RETURN AIR

OPENINGSMOKE/HEAT

DETECTORCEILING

FINISHED

FLOOR

NOTIFICATION DEVICE

(STROBE OR HORN/STROBE)

HORN SMOKE/HEAT

DETECTOR

CONTROL PANEL

GRAPHIC

ANNUNCIATOR

MANUAL PULL

STATION

15'-0" MAX 3'-0" MIN

6" MIN 4" MIN

1'-0" MAX

96" MAX

TOP OF

DEVICE

80" MIN

BOTTOM OF

DEVICE

5'-6"

3'-8"

(3'-6" MIN)

(4'-0" MAX)

5'-0" MAX

EXIT

JUNCTION BOX

(SEAL TIGHT

FLEX MAX 6')

CONDUIT

JUNCTION BOX

(SEAL TIGHT

FLEX MAX 6')

5"

DOOR

WIDTH

DOOR

HOLDER

15'-0" MAX

DETAIL NOTES:

A. MOUNT ALL AUDIBLE & VISUAL DEVICES IN APPROVED BOXES.

B. ALL ABOVE CEILING DEVICES TO BE MOUNTED IN ACCESSIBLE LOCATION.

NOTES:

1. PROVIDE SMOKE DETECTORS IN EACH ELEV. LOBBY FOR ELEV. RECALL.

2. ALL FIRE ALARM WIRING SHALL BE IN FACTORY PAINTED "RED" EMT

CONDUIT.

3. ALL WIRING SHALL BE AS RECOMMENDED BY MANUFACTURER.

4. PROVIDE ELEVATOR RELAYS FOR EACH ELEVATOR. (RELAY SHALL BE

WITHIN 3 FEET OF EACH ELEVATOR CONTROLLER)

a. PRIMARY RECALL.

b. ALTERATIVE RECALL.

c. EMERGENCY SHUNT.

d. EMERGENCY SHUNT POWER SUPERVISION.

e. IN CAB NOTIFICATIONS/FIRE FIGHTER.

5. PROVIDE POWER AMPLIFIERS FOR ALL SPEAKERS.

6. THE NEW FIRE ALARM SYSTEM SHALL MATCH THE EXISTING SIMPLEX

4120 SERIES (VOICE) FIRE ALARM SYSTEM

EXISTING FACP

FIRE ALARM

CONTROL

PANEL (FACP)

TO ADDITIONAL

INDICATING

APPLIANCES

FF

S

F

S

R R

TO ADDITIONAL

ELEVATOR

RECALLS

TO ADDITIONAL

INITIATING DEVICES

S S S TO ADDITIONAL FIRE

ALARM SPEAKERS

F SD HD

Engineers Architects

Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

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K P

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FIRE ALARM GENERAL NOTES,

SYMBOL LEGEND, AND RISER

1 1PDN

ELEVATOR UPGRADES IN

BUILDINGS 1, 2, 5, 38, 135 &

TUSCALOOSA VAMC, VISN 7

FEBRUARY 6, 2025

100% BID DOCUMENTS

679-22-10021-344

JKM

FA001

FIRE ALARM GENERAL NOTES

FIRE ALARM ABBREVIATIONS LIST

FIRE ALARM SYMBOL LEGEND

Scale: No Scale

FIRE ALARM INTERFACE WITH ELEVATORS

Scale: No Scale

FIRE ALARM DEVICE MOUNTING HEIGHTS

Scale: No Scale

FIRE ALARM RISER TYPICAL

1 ASI #1 02/17/2026

Docusign Envelope ID: C9737749-625D-4215-9C34-71B484BC5088

2/17/2026 2/17/2026