22 139 Drawings Vol1 100 SS 20260717.pdf

4A

3 83

3A

BUILDING 10

WEST ENTRANCE

CONSTRUCTION TRAILER

ALTERNATE FENCED LAY

DOWN AREA

G-002

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

EXISTING BUILDING 10 - VIEW FROM WEST EXISTING BUILDING 10 - VIEW FROM SOUTH EXISTING BUILDING 10 - VIEW FROM EAST

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COVER - VOLUME 1

1 9CET

RENOVATE BUILDING 10

CENTRAL ALABAMA VETERANS

HEALTH CARE SYSTEM, EAST CAMPUS

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

MAY 9, 2025

100% BID DOCUMENTS

619A4-23-10522-139

RENOVATE BUILDING 10

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM, EAST CAMPUS

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

VA PROJECT #: 619A4-23-105

DJR

DRAWING LIST - VOLUME 1

GENERAL

G-000 COVER - VOLUME 1 1 9

G-002 ENLARGED PROJECT SITE PLAN 2 9

G-003 GENERAL INFORMATION 3 9

G-004 CODE SUMMARY - NFPA 101 4 9

G-201 BLDG 10 FIRST FLOOR ICRA PLAN 5 9

G-202 BLDG 4A AND 4 BASEMENT ICRA PLAN 6 9

G-203 BLDG 2 BASEMENT, BLDG 3A BASEMENT, FIRST FLOOR AND PENTHOUSE ICRA

PLANS

7 9

LS101 BASEMENT AND FIRST FLOOR LIFE SAFETY PLANS 8 9

LS102 SECOND FLOOR LIFE SAFETY PLAN 9 9

CIVIL

CD101 CIVIL DEMOLITION PLAN 1 6

CS101 CIVIL SITE, GRADING & UTILITY PLAN 2 6

CS102 CIVIL UTILITY PROFILES 3 6

CS103 CONSTRUCTION SITE AND EROSION CONTROL PLAN 4 6

CS501 CIVIL DETAILS 5 6

CS502 CIVIL DETAILS 6 6

LANDSCAPE

LP101 LANDSCAPE PLAN 1 6

LP102 LANDSCAPE PLAN ENLARGEMENT 2 6

LP501 LANDSCAPE DETAILS AND SCHEDULES 3 6

IP101 IRRIGATION PLAN 4 6

IP102 IRRIGATION DETAILS 5 6

IP103 IRRIGATION DETAILS 6 6

STRUCTURAL

S-001 GENERAL NOTES 1 13

S-002 LATERAL LOADING DIAGRAMS 2 13

S-101 BASEMENT LEVEL FOUNDATION PLAN 3 13

S-102 FIRST FLOOR FRAMING PLAN 4 13

S-103 SECOND FLOOR FRAMING PLAN 5 13

S-104 ATTIC LEVEL FRAMING PLAN 6 13

S-105 ROOF FRAMING PLAN 7 13

S-301 CONCRETE DETAILS 8 13

S-302 CONCRETE DETAILS 9 13

S-401 MASONRY DETAILS 10 13

S-501 STEEL FRAMING DETAILS 11 13

S-502 STEEL FRAMING DETAILS 12 13

S-901 CONCEPTUAL CONSTRUCTION SEQUENCING DIAGRAMS 13 13

HAZARDOUS ABATEMENT

HA101 BASEMENT AND FIRST FLOORS HAZARDOUS REMEDIATION PLANS 1 2

HA102 SECOND AND ATTIC FLOORS HAZARDOUS REMEDIATION PLANS 2 2

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS AND NOTES 1 31

AD101 BASEMENT DEMOLITION AND EXCAVATION PLANS 2 31

AD102 FIRST AND SECOND FLOOR DEMOLITION PLANS 3 31

AD103 ATTIC AND ROOF DEMOLITION PLAN 4 31

AD104 EXISTING BUILDING DEMOLITION SECTIONS 5 31

AD110 FIRST & SECOND FLOOR DEMOLITION PHOTOS 6 31

A-101 BASEMENT FLOOR PLAN AND DIMENSION PLAN 7 31

A-102 FIRST FLOOR PLAN AND DIMENSION PLAN 8 31

A-103 SECOND FLOOR PLAN AND DIMENSION PLAN 9 31

A-104 ATTIC AND ROOF PLANS 10 31

A-110 BASEMENT AND FIRST FLOOR REFLECTED CEILING PLANS 11 31

A-111 SECOND FLOOR REFLECTED CEILING PLAN 12 31

A-201 BUILDING ELEVATIONS 13 31

A-301 BUILDING SECTIONS 14 31

A-302 WALL SECTIONS 15 31

A-401 MAIN ENTRY - ENLARGED PLAN, ELEVATIONS AND SECTIONS 16 31

A-402 MAIN ENTRY - SECTION AND DETAILS 17 31

A-501 PARTITION TYPES AND MISC WALL DETAILS 18 31

A-502 MISC DETAILS 19 31

A-503 MISC DETAILS 20 31

A-601 DOOR AND WINDOW SCHEDULE, ELEVATIONS AND DETAILS 21 31

A-701 VERTICAL CIRCULATION PLANS, SECTIONS AND DETAILS - STAIR 1 22 31

A-702 VERTICAL CIRCULATION PLANS, SECTIONS AND DETAILS - STAIR 2 23 31

A-703 VERTICAL CIRCULATION SECTIONS AND DETAILS 24 31

A-704 VERTICAL CIRCULATION SECTIONS AND DETAILS 25 31

A-705 CRAWL SPACE ACCESS STAIR DETAILS 26 31

A-706 ELEVATOR PLANS AND SECTIONS 27 31

A-801 INTERIOR ELEVATOR TYPICAL PLAN, ELEVATIONS, AND DETAILS 28 31

A-901 POTENTIAL SEQUENCING FOR REFERENCE ONLY 29 31

A-902 POTENTIAL SEQUENCING FOR REFERENCE ONLY 30 31

A-903 POTENTIAL SEQUENCING FOR REFERENCE ONLY 31 31

PROJECT LOCATION

V O

L U

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DRAWING LIST - VOLUME 1

INTERIORS

I-001 GENERAL NOTES, ABBREVIATIONS AND ROOM FINISH SCHEDULE 1 24

I-101 FIRST AND SECOND FLOOR FINISH PLANS AND WALL PROTECTION PLANS 2 24

I-121 FIRST AND SECOND FLOOR PATTERN PLANS 3 24

I-122 ENLARGED FIRST AND SECOND FLOOR PATTERN PLAN 4 24

I-141 BASEMENT AND FIRST FLOOR SIGNAGE PLANS 5 24

I-142 SECOND FLOOR SIGNAGE PLANS 6 24

I-201 CASEWORK AND MILLWORK ELEVATIONS 7 24

I-202 CASEWORK DETAILS 8 24

I-401 INTERIOR ELEVATIONS - WALL PROTECTION 9 24

I-402 INTERIOR ELEVATIONS - WALL PROTECTION 10 24

I-403 INTERIOR ELEVATIONS - EQUIPMENT 11 24

I-411 FIRST AND SECOND FLOOR OVERALL EQUIPMENT PLANS 12 24

I-421 FIRST FLOOR EQUIPMENT PLAN-'AREA - A' 13 24

I-422 FIRST FLOOR EQUIPMENT PLAN-'AREA - B' 14 24

I-423 SECOND FLOOR EQUIPMENT PLAN-'AREA - A' 15 24

I-424 SECOND FLOOR EQUIPMENT PLAN-'AREA - B' 16 24

I-425 ENLARGED EQUIPMENT PLANS 17 24

I-426 ENLARGED EQUIPMENT PLANS 18 24

I-431 ENLARGED TOILET PLANS AND ELEVATIONS 19 24

I-501 INTERIOR DETAILS 20 24

I-601 EQUIPMENT SCHEDULES 21 24

I-901 INTERIOR AXONOMETRIC VIEWS 22 24

I-902 INTERIOR AXONOMETRIC VIEWS 23 24

I-903 INTERIOR AXONOMETRIC VIEWS 24 24

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Docusign Envelope ID: 0676F436-47F1-46F1-B361-38300EBB1F9D

5/6/2025

CONC. SIDEWALK

CONC. SIDEW

ALK

CONC. SIDEWALK

PROPOSED LAYDOWN AREA

APPROX 2,140 SQ FT

PROPOSED

DUMPSTER

BUILDING 4A

EXISTING

BUILDING 10

6' HIGH

CONSTRUCTION

CHAIN LINK FENCE

APPROX 674 SQ FT

3' - 0" HIGH 8' - 0" WIDE

CONSTRUCTION CHAIN

LINK FENCE GATE

EXISTING TREE

TO REMAIN

EXISTING

STORM DRAIN

EXISTING SIDEWALK TO REMAIN

EXISTING SIDEWALK TO REMAIN

E X

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EXISTING

BOLLARD

EXISTING SIDEWALK TO REMAIN

EXISTING AC

PAD TO BE

REMOVED

EXISTING AC

PAD TO BE

REMOVED

EXISTING SIDEWALK TO REMAIN

EXISTING SIDEWALK TO REMAIN

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EXISTING SIDEWALK TO REMAIN

X

IS

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A L K

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NOTE:

SEE CIVIL DRAWINGS FOR

SITE WORK

4'-0"

6' - 0" HIGH 8' - 0" WIDE

CONSTRUCTION CHAIN

LINK FENCE GATE

3' - 0" HIGH 8' - 0" WIDE

CONSTRUCTION CHAIN

LINK FENCE GATE

6' - 0" HIGH 8' - 0" WIDE

CONSTRUCTION CHAIN

LINK FENCE GATE

LEGEND

6' HIGH CHAIN LINK FENCE

6' HIGH CHAIN LINK FENCE GATE

LAY DOWN AREA

BUILDING UNDER

CONSTRUCTION

EXISTING BUILDING

TREE PROTECTION FENCE

NEW MANHOLE

NEW ASPHALT PAVING

EXISTING SIDEWALK TO BE

REMOVED

1. SEE CIVIL DRAWINGS FOR MORE SITE WORK

INFORMATION.

2. ALL LAYDOWN, TRAILERS, PORTABLE TOILETS,

AND TRASH COLLECTION SHALL BE WITHIN

PROJECT SITE AND LAYDOWN AREA.

3. CONTRACTOR IS TO PARK IN DESIGNATED

AREA - COORDINATE WITH COR PRIOR TO

PROJECT START.

4. CONTRACTOR IS TO STORE ANY MATERIALS OR

EQUIPMENT IN THE DESIGNATED LAY DOWN

AREA SHOWN ON THE SITE PLAN. COORDINATE

EXACT ASSIGNED AREA WITHIN LAY DOWN

AREA WITH COR. PRIOR TO PROJECT START.

5. CONTRACTOR SHALL PROVIDE DUMPSTER FOR

ALL DEBRIS GENERATED BY THE PROJECT.

CONTRACTOR SHALL NOT BE PERMITTED TO

USE THE VA FACILITY DUMPSTER.

6. COORDINATE ALL CONSTRUCTION ACTIVITIES

AND SITE WORK WITH COR.

7. ALL TREES SHOWN ARE EXISTING TO REMAIN.

8. ADD TREE PROTECTION FOR TREES WITHIN

THE LAY DONW AREA

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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G-002

ENLARGED PROJECT SITE PLAN

2 9CET

RENOVATE BUILDING 10

CENTRAL ALABAMA VETERANS

HEALTH CARE SYSTEM, EAST CAMPUS

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

MAY 9, 2025

100% BID DOCUMENTS

619A4-23-10522-139

DJR

Scale: 1" = 10'-0"

ENLARGED PROJECT SITE PLAN N

O R

TH

0 2010 40

CONTRACTOR TO REVIEW WITH COR

1. CONSTRUCTION ACCESS ROUTE

2. CONSTRUCTION PARKING

3. CONSTRUCTION SIGNAGE

1 NEW CONCRETE SIDEWALK AND CONTROL

JOINT. REFER CIVIL.

2 PROVIDE TREE PROTECTION FENCE REFER

CIVIL.

3 EXISTING TREE TO REMAIN

4 EXISTING LAMP POST TO REMAIN

5 EXISTING CONCRETE STEPS TO REMAIN.

6 NEW COVERED PORCH AND STAIRS.

7 NEW SANITARY SEWER MANHOLE REFER

CIVIL.

8 NEW ASPHALT PAVING PATCH REFER CIVIL.

9 CE-916 6" SQUARE PUSH PLATE BOLLARD,

CURRAND ENG. COMPANY.

11 DOME GRATE INLET. REFER TO CIVIL.

12 EXISTING TRANSFORMER. SEE ELECTRICAL

FOR DETAILS.

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S SS

WALL SECTION

SYMBOL

INTERIOR ELEVATION

SYMBOL

COLUMN GRID

ELEVATION SYMBOL

REVISION NOTE

ENLARGED DETAIL CALLOUT

ROOM DESIGNATION

SYMBOL

BREAK LINE

ROOF SLOPE

DIRECTION SYMBOL

TYPICAL GRAPHIC SCALE

DETAIL #

PAGE #

DETAIL #

PAGE #

VIEW NORTH ARROW

A8.1

EXTERIOR ELEVATION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

A8.1

BUILDING SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

A8.1

DETAIL SECTION

SYMBOL

DETAIL #

PAGE #

A8.1

XX.X

ELEVATION

0'-0"

ROOM

NAME

101A

NORTHNORTH

0 4 8 16

1-1/2"

DIAMETER

GRAB BAR

TOILET

TISSUE

DISPENSER

SANITARY

NAPKIN

DISPOSAL

TOILET

FIXTURE

TOILET

FIXTURE

TOILET

TISSUE

DISPENSER

1-1/2"

DIAMETER

GRAB BAR

EXPOSED

PLUMBING AT

BARRIER

FREE

LAVATORIES

SHALL BE

INSULATED.

LEVER OPERATING

CONTROLLED

SOAP DISPENSER

NOTE: SINKS IN COUNTERS TO BE

MOUNTED WITH RIM NO MORE

THAN 2'-10" HIGH AND WITH AT

LEAST 2'-3" KNEE CLEARANCE.

CLEAR

ACCESSIBLE TOILET TYPICAL ACCESSIBLE

CLEARANCE AT LAVATORY

TYPICAL ACCESSIBLE

LAVATORY AND MIRROR

1'-3" 1'-3"

M

IN

M A

X

M

A X

M

A X6

A

.F .F

1'-6"

5'-0" CLEAR

3'-0" 6"

3'-0"

" 3

1'-0" 3'-6"

2'-4"

5'-0" CLEAR

MIN

8"

MAX

6"

M

IN9

M

IN

M

IN

M A

X

17" MIN

FIRE ALARM

CHIME WITH

VISUAL

ALARM LIGHT

FIRE ALARM

PULL STATION

FIRE ALARM

ANNUNCIATOR

FIRE ALARM

DRINKING FOUNTAIN

WHEELCHAIR ACCESSIBLE

(CANTILEVERED STYLE)

17" - 19"

8" MIN

9" MIN

6" MAX

M

IN

T O

P O

F S

P O

U T

' M

A X

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O M

O F

R

F

L E

C T

IV

S

U R

F A

C E

F

M

IR

R

O R

ELECTRICAL CABINET

DUPLEX

OUTLET

SWITCH

THERMOSTAT

TELEPHONE

OR DATA

OUTLET

FIRE ALARM

PULL

INTERCOM

STATION

DUPLEX

OUTLET

COMPUTER

TERMINAL

MISC. WALL DEVICES WALL MOUNTED WHITEBOARD

MOP BASIN

MOP SHELF

TYPICAL JANITORS CLOSET

ACCESSIBLE

ROBE/COAT HOOK

ROBE/COAT

HOOK

TOILET ACCESSORIES

6"

4'-0" MAX TO

HIGHEST OPERABLE

POINT - IF FIRE

EXTINGUISHER

OVER 40 LBS

3'-6" MAX HT.

FIRE EXTINGUISHER

CABINET

FEMININE HYGIENE

DISPENSER

PAPER TOWEL

DISPENSER

2'-0" AT SIDEWALLS

AT COUNTER SINKS

1'-6" AT SIDEWALLS

AT LAVATORY

CLOCK

NURSE

CALL

DOME

LIGHT

CLOCK & NURSE CALL DEVICES

NURSE CALL

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LIFE SAFETY GENERAL NOTES

GENERAL

1. REFER TO CIVIL DRAWINGS FOR INFORMATION INCLUDING CONCRETE SIDEWALKS, CONCRETE PADS, AND

PARKING CONFIGURATIONS. CIVIL BACKGROUND IS SHOWN FOR REFERENCE ONLY.

2. REFER TO MECHANICAL DRAWINGS FOR INFORMATION CONCERNING DAMPERS.

3. REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM NOTIFICATION AND EMERGENCY EGRESS LIGHTING

LOCATIONS.

ALL WORK

1. ALL FIRE-RATED ASSEMBLIES SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND/OR TESTED ASSEMBLIES INDICATED. DEVIATIONS FROM THESE SHALL BE CORRECTED

AT NO ADDITIONAL COST.

2. WHERE FIRE-RATED CONSTRUCTION IS SHOWN OR NOTED, CONTRACTOR SHALL SUBMIT CERTIFIED ASSEMBLIES. THIS INCLUDES PARITIONS / BARRIERS, ROOF / FLOOR ASSEMBLIES, TOP AND BOTTOM OF WALL

ASSEMBLIES, PENETRATIONS AND RECESSED ITEMS.

3. EXTEND ALL FIRE AND/OR SMOKE PARTITIONS / BARRIERS TO BOTTOM OF ROOF / FLOOR DECK ABOVE (OR AS DIRECTED BY UL ASSEMBLY) AND TO EXTERIOR WALL SHEATHING. SEAL JOINT BETWEEN EDGES OF PARTITION

WITH FIRE RATED SEALANT AND/OR INTUMESCENT ASSEMBLY.

4. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES SHALL BE FIRE-SEALED IN ACCORDANCE WITH APPROVED MANUFACTURER'S DETAILS FOR LOCATION, TYPE OF CONSTRUCTION, PENETRATING ITEM AND RATING

REQUIRED.

5. ALL DUCTWORK, DIFFUSERS AND GRILLES PENETRATING FIRE-RATED WALLS, CEILINGS AND FLOORS SHALL HAVE THE APPROPRIATE TYPE OF FIRE/SMOKE DAMPER IN ACCORDANCE WITH THE TYPE OF CONSTRUCTION

BEING PENETRATED AND THE FIRE/SMOKE RATING REQUIRED.

6. ALL LIGHT FIXTURES AND ELECTRICAL DEVICES PENETRATING FIRE-RATED ASSEMBLIES SHALL BE UL-LISTED FOR INSTALLATION IN THE ASSEMBLY OR SHALL BE INSTALLED SUCH THAT THE FIRE-RATING IS NOT

COMPROMISED.

7. ALL DOORS, WINDOW ASSEMBLIES, AND OTHER OPENINGS PENETRATING FIRE-RATED WALLS SHALL HAVE AN FIRE-RATING BASED ON THE TYPE OF CONSTRUCTION BEING PENETRATED. DOORS SHALL BE POSITIVE

LATCHING AT ALL FIRE-RATED ASSEMBLIES. WIRE GLASS IS NOT PERMITTED.

8. DOORS SHALL NOT HAVE AIR TRANSFER OPENINGS AND SHALL NOT BE UNDERCUT IN EXCESS OF CLEARANCE

PERMITTED WITH ACCORDANCE TO NFPA 80.

9. PROVIDE ENCLOSURE AND ACCESS PANEL AT EACH FIRE PROTECTION INSPECTION TEST VALVE. DO NOT LOCATE VALVES AND PIPES IN EXTERIOR WALLS. ALL ACCESS PANELS SHALL HAVE AN EQUAL FIRE-RATING AS

WALLS AND/OR CEILINGS BEING PENETRATED.

10. UNLESS SCHEDULED TO RECIEVE SELF-SEALING FIRE-RATED PATHWAYS, METALLIC SLEEVES SHOULD BE INSTALLED AROUND LOW VOLTAGE CABLES THAT PENETRATE THE WALL, AND SEALANT SHOULD BE USED TO

SEAL AROUND THE SLEEVE AND INSIDE THE SLEEVE.

11. WHERE DEVICES ARE INDICATED IN RATED CONSTRUCTION, PROVIDE INTUMESCENT INSERTS FOR THE

ELECTRICAL BOXES WHERE ANY OF THE FOLLOWING CONDITIONS OCCUR:

- BOX EXCEEDS THE ALLOWABLE SIZE OF 16 SQ. IN.

- AGGREGATE AREA OF BOXES EXCEEDS 100 SQ. IN. PER 100 SF OF PARTITION.

- BOXES ON OPPOSITE SIDES OF PARTITION ARE LESS THAN 24" APART.

- BOXES OCCUR WITHIN THE SAME STUD CAVITY.

12. WHERE FIRE-RATED WALL ASSEMBLIES OCCUR IN PROXIMITY TO STEEL BEAMS / JOIST WITH INADEQUATE DIMENSION TO INSTALL GYP. BD. ON BOTH SIDES OF STUD FULLY TO THE BOTTOM OF THE ROOF/ FLOOR DECK, PROVIDE STUD FRAMING AROUND THE STRUCTURE WITH LAYERS OF GYP. BD. REFLECTING THE RATING OF THE

WALL ASSEMBLY.

1 HOUR FIRE SEPARATION

2 HOUR FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREA

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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GENERAL INFORMATION

3 9CET

RENOVATE BUILDING 10

CENTRAL ALABAMA VETERANS

HEALTH CARE SYSTEM, EAST CAMPUS

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

MAY 9, 2025

100% BID DOCUMENTS

619A4-23-10522-139

DJR

GENERAL SYMBOL LEGEND

Scale: 3/8" = 1'-0"

STANDARD MOUNTING HEIGHTS

WALL RATING LEGEND

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CODE SUMMARY - NFPA

DESIGNER FIRM NAME LIC.# PHONE# EXTERIOR WALLS -(EACH ASSEMBLY):

ROOF/CEILING ASSEMBLY - (EACH ASSEMBLY):

ENERGY SUMMARY

THERMAL ENVELOPE

GROSS BUILDING AREA:

HIGH RISE:

METHOD OF COMPLIANCE

FLOOR OVER UNCONDITIONED SPACEBUILDING DATA (NFPA 220):

FIRE DISTRICT:

SPRINKLERS:

MEZZANINE:

ALLOWABLE BUILDING HEIGHT:

CONSTRUCTION TYPE:

LEAD DESIGN PROFESSIONAL:

FLOOR SLAB ON GRADE (EACH ASSEMBLY)

WALLS BELOW GRADE (EACH ASSEMBLY)

STANDPIPES:

OCCUPANCY

PRIMARY OCCUPANCY:

MIXED OCCUPANCY:

FIRE PROTECTION REQUIREMENTS *

STRUCTURAL DESIGN

IMPORTANCE FACTORS:

DESIGN LOADS:

LIVE LOADS:

SNOW LOAD:

WIND LOAD:

SEISMIC DESIGN CATEGORY A

SEISMIC DESIGN CATEGORY B, C, & D

SEISMIC RISK CATEGORY

SPECTRAL RESPONSE ACCELERATION S %g S %g

SITE CLASSIFICATION

BASIC STRUCTURAL SYSTEM (CHECK ONE)

SEISMIC BASE SHEAR Vx= Vy=

ANALYSIS PROCEDURE

ARCHITECTURAL, MECHANICAL, COMPONENTS ANCHORED?

LATERAL DESIGN CONTROL:

SOIL BEARING CAPACITIES:

CONSTRUCTED:

RENOVATED:

ORIGINAL USE(S) (CH.3):

CURRENT USE(S) (CH.3):

PROPOSED USE(S) (CH.3):

LIFE SAFETY PLAN REQUIREMENTS

CLIMATE ZONE

LOW E REQUIRED, IF APPLICABLE

OPENINGS (WINDOWS OR DOORS WITH GLAZING)

R-VALUE OF INSULATION:

PROJECTION FACTOR

U-VALUE OF ASSEMBLY

SHADING COEFFICIENT

U-VALUE OF TOTAL ASSEMBLY:

DOOR R-VALUES

TOTAL SQUARE FOOTAGE OF SKYLIGHTS IN EACH ASS'Y

SKYLIGHTS IN EACH ASSEMBLY:

R-VALUE OF INSULATION:

U-VALUE OF TOTAL ASSEMBLY:

U-VALUE OF SKYLIGHT

DESCRIPTION OF ASSEMBLY:

PRESCRIPTIVE (BUILDING CODE) PERFORMANCE (COMCheck)

PRESCRIPTIVE (ASHRAE 90.1)

IV (2HH)

I (442)

III (211)

II (222)I (332)

III (200)

II (111)

V (111)

FIRE

PROTECTION:

RETAINING

WALLS >5' HIGH:

STRUCTURAL:

MECHANICAL:

ELECTRICAL:

FIRE ALARM:

PLUMBING:

CODE ENFORCEMENT JURISDICTION:

ARCHITECTURAL:

CIVIL:

OWNER OR

OWNED BY: FEDERAL CITY/COUNTY PRIVATE STATE

NAME OF PROJECT:

PROPOSED USE:

ADDRESS:

DESCRIPTION OF ASSEMBLY:

HORIZONTAL/VERTICAL REQUIREMENT

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF INSULATION:

R-VALUE OF INSULATION:

U-VALUE OF TOTAL ASSEMBLY:

SLAB HEATED

DESCRIPTION OF ASSEMBLY:

U-VALUE OF TOTAL ASSEMBLY:

R-VALUE OF INSULATION:

OTHER:

NO NFPA 13YES NFPA 13R NFPA 13D

NO CLASSYES

NO YES

FEET # STORIES

NO YES

NO YES CENTRAL REFERENCE SHEET #

ASSEMBLY

BUSINESS EDUCATIONAL

INDUSTRIALHEALTHCARE MERCANTILE

RESIDENTIAL BOARD AND CARESTORAGE

DETENTION AND CORRECTIONAL

NO YES SEPARATION: HR. EXCEPTION:

LIFE SAFETY PLAN SHEET #, IF PROVIDED: LS101 & LS102

STATE

COUNTY

AUTHORIZED AGENT

NFPA 14

WIND (I W)

SNOW (I S)

SEISMIC (I E)

ROOF

MECHANICAL

FLOOR

PSF

PSF

PSF

PSF

BASIC WIND SPEED EXPOSURE

CATEGORY WIND BASE SHEARS

(FOR MWFRS) Vx=

MPH (ASCE 7-16)

COMPLIANCE WITH SECTION 1616.4 ONLY? NOYES

PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS:

BEARING WALL

BUILDING FRAME

MOMENT FRAME

DUAL W/SPECIAL MOMENT FRAME

DUAL W/INTERMEDIATE R/C OR SPECIAL STEEL

INVERTED PENDULUM

S 1

EARTHQUAKE

FIELD TEST (PROVIDE COPY OF TEST REPORT)

PRESUMPTIVE BEARING CAPACITY

PILE SIZE, TYPE, AND CAPACITY

PSF

PSF

MECHANICAL SUMMARY - SEE MECHANICAL DRAWINGS

ELECTRICAL SUMMARY - SEE ELECTRICAL DRAWINGS

DESCRIPTION OF ASSEMBLY:

R-VALUE OF INSULATION:

U-VALUE OF TOTAL ASSEMBLY:

DESCRIPTION OF ASSEMBLY:

BUILDING 10 RENOVATION

2400 HOSPITAL ROAD, TUSKEGEE, AL ZIP CODE: 36083

BUSINESS

EMAIL:

RODNEY HARDY

CITY

APOGEE CONSULTING DAVID REICHARD NC 5070 (919) 858-7420

APOGEE CONSULTING KEVIN KUBLANK

NEW CONSTRUCTION ADDITION UPFIT

RECONSTRUCTION ALTERATION REPAIR RENOVATION

N/A

FIRE AND/OR SMOKE RATED WALL LOCATIONS

ASSUMED AND REAL PROPERTY LINE LOCATIONS

EXTERIOR WALL OPNEING AREA WITH RESPECT TO DISTANCE TO ASSUMED

PROPERTY LINES

EXISTING STRUCTURES WITHIN 30' OF THE PROPOSED BUILDING

OCCUPANCY TYPES FOR EACH AREA

OCCUPANT LOADS FOR EACH AREA

EXIT ACCESS TRAVEL DISTANCES

COMMON PATH OF TRAVEL DISTANCE

DEAD END LENGTHS

CLEAR EXIT WIDTHS FOR EACH EXIT DOOR

MAXIMUM CALCULATED OCCUPANT LOAD CAPACITY EACH EXIT DOOR CAN

ACCOMMODATE BASED ON EGRESS WIDTH

ACTUAL OCCUPANT LOAD FOR EACH EXIT DOOR

A SEPARATE SCHEMATIC PLAN INDICATING WHERE FIRE RATED FLOOR/

CEILING AND/OR ROOF STRUCTURE IS PROVIDED FOR PURPOSES OF

OCCUPANCY SEPARATION

LOCATION OF DOORS WITH PANIC HARDWARE

LOCATION OF DOORS WITH DELAYED EGRESS LOCKS AND THE AMOUNT OF

DELAY

LOCATION OF DOORS WITH ELECTROMAGNETIC EGRESS LOCKS

LOCATION OF DOORS EQUIPPED WITH HOLD-OPEN DEVICES

LOCATION OF EMERGENCY ESCAPE WINDOWS

THE SQUARE FOOTAGE OF EACH FIRE AREA

THE SQUARE FOOTAGE OF EACH SMOKE COMPARTMENT

NOTE ANY CODE EXCEPTIONS OR TABLE NOTES THAT MAY HAVE BEEN

UTILIZED REGARDING THE ITEMS ABOVE

PERFORMANCE (ASHRAE 90.1)

3 4 5

STRUCTURAL DESIGN - SEE STRUCTURAL DRAWINGS

75' 4

II

II

0.18 0.083

D

YES

2,000

FLOOR EXISTING (SQ FT) NEW (SQ FT) SUB-TOTAL

BASEMENT

TOTAL

PHONE:

FORESITE

Vy=

WIND

EMERGENCY LIGHTING:

EXIT SIGNS:

FIRE ALARM:

SMOKE DETECTION SYSTEMS:

PANIC HARDWARE:

BUILDING

ELEMENT

FIRE

SEPARATION

DISTANCE

(FEET)

PER T602

NONBEARING

WALLS &

PARTITIONS

STRUCTURAL

FRAME,

INCLUDING

COLUMNS,

GIRDERS,

TRUSSES

DETAIL #

AND

SHEET #

DESIGN

# FOR

RATED

ASS'Y

DESIGN

# FOR

RATED

PENETRATION

DESIGN

# FOR

RATED

JOINTS

RATING

PROVIDED

REQ'D

(HRS)

BEARING WALLS

EXTERIOR

NORTH

EAST

WEST

SOUTH

INTERIOR

EXTERIOR

NORTH

EAST

WEST

SOUTH

INTERIOR

FLOOR

CONSTRUCTION,

INCLUDING

SUPPORTING

BEAMS & JOISTS

ROOF

CONSTRUCTION,

INCLUDING

SUPPORTING

BEAMS & JOISTS

SHAFTS-ELEV.

SHAFTS-OTHER

CORR. SEP.

OCC'Y SEP. (C)

PARTY/FIRE

WALL SEP.

SMOKE BARRIER

SEPARATION

TENANT SEP.

LIFE SAFETY SYSTEM REQUIREMENTS

INCID. USE SEP.

* INDICATE SECTION NUMBER PERMITTING REDUCTION

NO YES

NO YES

NO YES

NO YES

NO YES

PARTIAL

N/A

0 -- -- -- ----

0 -- -- -- ----

N/A -- -- -- ----

N/A -- -- -- ----

N/A -- -- -- ----

N/A -- -- -- ----

N/A -- -- -- ----

0 N/A -- -- ----

>30'

0 -- -- -- ---->30'

0 0 -- -- -->30'

0 -- -- -->30'

0 -- -- -->30'

0 -- -- -->30'

N/A

N/A

N/A -- -- -- ----

N/A

N/A

EQUIVALENET LATERAL FORCE

VETERANS ADMINISTRATION

334-312-9382

RODNEY.HARDY2@VA.GOV

(919) 858-7420

FEDERAL DEPT OF VETERAN AFFAIRS

CLAY MASSEY AL 38677 (770) 368-1399

NC 33282

APOGEE CONSULTING KEVIN KUBLANK (919) 858-7420NC33282

APOGEE CONSULTING SILAS GEORGE (919) 858-7420PE 50996

APOGEE CONSULTING SILAS GEORGE (919) 858-7420PE 50996

APOGEE CONSULTING SILAS GEORGE (919) 858-7420PE 50996

FORESITE JANICE WEAVER GA 038853 (770) 368-1399

NONE [name] [license] [phone]

NONE [name] [license] [phone]

SCOPE TYPE:

ACTUAL BUILDING HEIGHT: FEET # STORIES

UNLIMITED PER:

32'-0" 2

1ST FLOOR

2ND FLOOR 5,100

6,000

11,300

1,450

5,100

6,000

1,650

12,100

1.20 1.00

II (000)

V (000)

AMBULATORY HEALTH CARE

DAY CARE

ONE- AND TWO-FAMILY DWELLING

APARTMENT

LODGING OR ROOMING HOUSE

HOTELS AND DORMITORY

MISSION CRITICAL

LIFE SAFETY

PHYSICAL SECURITY

CENTRAL ALABAMA VETERANS HEALTH CARE SYSTEM, EAST CAMPUS

EXISTING TO REMAIN

EXISTING TO REMAIN

SUPPORTED SLAB OVER CRAWL SPACE

N/A

N/A

1/16.29 = 0.061

9.0

16.29

LOW E

SLAB ON GRADE AT BASEMENT

NO

ALL

EXTERIOR GLAZING TO BE LAMINATED GLASS

BUSINESS (OUTPATIENT)

BUSINESS (OUTPATIENT)

DERELICT

NFPA TABLE 8.3.3.2.2 (WITH FIRE SPRINKLERS)

N/A

N/A

N/A

N/A

N/A

* SEE SOIL BORING LOGS

CFMF ROOF RAFTERS

METAL DECK

RIGID INSULATION (5" R.I.; R=31.0)

N/A

N/A

0.06

TRAVEL DISTANCE:

BUSINESS OCCUPANCY ALLOWABLE TRAVEL DISTANCE: 300'-0" MAXIMUM

PROVIDED: SEE SHEET LS101 AND LS102

DEADEND LIMIT 50'-0" MAXIMUM

COMMON PATH OF TRAVEL LIMIT 100'-0" MAXIMUM

U905

DAVID REICHARD

SEE WUFI REPORT

UNI-SEX STD.

PLUMBING FIXTURE REQUIREMENTS

WATER CLOSETS DRINKING FOUNTAINS

USE

LAVATORIES

URINALS

SHOWERS/

TUBS

ACCESS.

SPACE EXISTING

NEW

REQUIRED

1*

UNI-SEX

IBC 2021 CHAPTER 29 TABLE 2902.1

* WATER FILLER STATIONS BY OWNER

6 0 6 0 0 1*

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.

/1

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R e n o s m is e v ic h .r v t

G-004

CODE SUMMARY - NFPA 101

4 9CET

RENOVATE BUILDING 10

CENTRAL ALABAMA VETERANS

HEALTH CARE SYSTEM, EAST CAMPUS

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

MAY 9, 2025

100% BID DOCUMENTS

619A4-23-10522-139

DJR

Docusign Envelope ID: 2553BC93-08C6-82AB-81C4-F301DAA0D0A7

7/17/2026

UP UP

DN

UP

MAIN ENTRY

DN

VACANT SPACE

VACANT SPACE

C-3

VACANT SPACE

VACANT SPACE

102A

VACANT

VACANT SPACE

VACANT

SPACE

101A

C-2

CORR.

VACANT SPACEVACANT

SPACE

VACANT SPACE

VACANT

SPACE

VACANT

SPACE

VACANT SPACE

113A

VACANT SPACE

113B

VACANT SPACE

CORRIDOR

VACANT

SPACE

113H

VACANT

SPACE

113F

113E

VACANT SPACE

113C

VACANT SPACE

113D

VACANT SPACE

113G

VACANT SPACE

VACANT

SPACE

4'-0"4

A.1 A.9

0.9

E.1 E.9E.5

A. REMOVE ALL TRASH DAILY FROM THE WORK AREA.

B. THESE DRAWINGS ARE BASED ON FIELD SURVEY AND

EXISTING PLANS. VERIFY ALL FIELD CONDITIONS.

C. COORDINATE WITH VA COR FOR OFF-HOURS

SCHEDULE AND TEMPORARY REROUTING ACCESS

FOR HOSPITAL STAFF AND VISITORS, PRIOR TO

ERECTING TEMPORARY BARRIERS.

D. EXISTING WINDOWS THAT NEED TO BE TEMPORARILY

REMOVED TO ACCOMMODATE DISCHARGED AIR

EXHAUST DUCT, SHALL BE REINSTALLED AFTER

CONSTRUCTION.

E. CONTRACTOR TO VERIFY AND COORDINATE FINAL

AND APPROVED ICRA MEASURES WITH THE VA ICRA

PERSONNEL, PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION ACTIVITY.

F. CONTRACTOR SHALL VISIT ALL AREAS OF WORK,

INCLUDING WALKING THE SITE, MEASURING EXISTING

DIMENSIONS AND OBSERVING EXISTING CONDITIONS

BEFORE BEGINNING WORK ORDERING MATERIALS,

OR STARTING ANY CONSTRUCTION. CONTRACTOR TO

FIELD VERIFY ALL DIMENSIONS OF EXISTING SITE

CONDITION PRIOR TO START OF WORK AND

ORDERING OF MATERIALS.

G. CONTRACTOR SHALL RECYCLE REMOVED MATERIALS

WHENEVER POSSIBLE. SEE DIVISION 1

SPECIFICATIONS.

H. CONTRACTOR TO PROTECT AREA ADJACENT TO THE

DEMOLITION AND NEW CONSTRUCTION WORK TO

PREVENT DAMAGES. IF DAMAGED, REPAIR, PATCH,

REPLACE, OR SAND SMOOTH AND TO MATCH

EXISTING ADJACENT MATERIALS. REPORT ANY AND

ALL DAMAGES TO COR.

I. CONTRACTOR SHALL REPORT TO COR IMMEDIATELY

WHEN DISCREPANCIES TO THE DRAWINGS ARE

FOUND IN THE FIELD.

J. CONTRACTOR TO INSTALL TEMPORARY DIGITAL

MANOMETER TO MONITOR AND ENSURE PRESSURE

LEVEL TO MEET VA GUIDELINE WITHIN

CONSTRUCTION AREA. WITH VA COR PRIOR TO

INSTALLATION.

K. TEMPORARY BARRIERS SHALL BE INSPECTED BY VA

LIFE SAFETY AND ICRA STAFF PRIOR TO START OF

CONSTRUCTION IN SPACE. MAINTAIN NEGATIVE

PRESSURE VENTILATION IN CONSTRUCTION SPACE.

L. DOORS TO CORRIDORS FROM OCCUPIED ROOMS

SHALL NOT BE BLOCKED DURING SHIFTS.

M. USE OF MOBILE CONTAINMENT (ICRA) CART IS

ACCEPTABLE FOR ABOVE CEILING WORK THAT CAN

BE LIMITED TO THE CONTAINMENT OF THE CART.

N. TEMPORARY BARRIER SHALL BE INSTALLED FOR

EACH OF THE ROOMS OR CONSTRUCTION AREAS AS

IDENTIFIED WITHIN THE SCOPE OF WORK OF THE

CONTRACT DOCUMENTS.

O. PLASTIC SHEET BARRIERS MAY NOT BE REUSED.

CONTRACTOR SHALL TAKE CARE TO CONTAIN ANY

DUST ON PLASTIC SHEET BARRIERS DURING

REMOVAL AND DISPOSAL.

P. CONSTRUCTED AND/OR MODULAR ICRA BARRIERS

SHALL BE WIPED CLEAN BEFORE REMOVAL TO AVOID

SPREADING DUST.

Q. NO MORE THAN 1 CEILING TILE PER 50 SQ.FT. SHALL

BE REMOVED WITHOUT PROPER ICRA AND LIFE

SAFETY MEASURES IN PLACE.

F L E

X D

U C

T

FIRE EXTINGUISHER ON

PORTABLE FLOOR BRACKET

(ILSM MAY REQUIRE MORE

THAN ONE).

PROVIDE STICKY

MATS (CHANGED END

OF SHIFT OR MORE IF

NECESSARY TO

MAINTAIN

CLEANLINESS).

HEPA NEGATIVE

AIR UNIT

SUPPLY DUCTS EITHER

KEEP RUNNING OR

COVER WHEN RUNNING

TO KEEP DUST OUT

COVER ALL RETURNS

AT THE

GRATE/DIFFUSERS

SUSPENDED PLASTIC

ZIPPER WALL

CURTAIN BARRIER

POST ICRA, ILSM, FIRE

INPECTION SHEETS

VISIBLE TO PUBLIC

FIRE PULL

STATION WITH

AUDIO / VISUAL

EXISTING WALL

BARRIER

NOTE:

A. TURN UP EXHAUST ON EXTERIOR

ON SIDE. CONTRACTOR SHALL

VERIFY LOCATION OF AIR INTAKES

ARE AT THE PROPER DISTANCE

FROM EXHAUST. VERIFY LOCAL

JURISDICATION CODE AND VA

REQUIREMENTS FOR DISTANCE

PRIOR TO STARTING WORK.

EXHAUST LOCATION

- SEE NOTE A

PLASTIC WINDOW

SWIVEL CASTERS

WITH TWO

LOCKING BRAKES

MOBILE CART

A D

J U

S T

A B

L E

H E

IG

H

T

HEPA NEGATIVE

AIR UNIT

EXISTING WALL

EXISTING CEILINGFLEX DUCT

ILSM SIGNAGE

INTERIM LIFE SAFETY MEASURES IN EFFECT

FOR RENOVATE BUILDING 10

THIS EXIT IS CLOSED AND LEADS TO A

CONSTRUCTION AREA.

PLEASE USE ALL ALTERNATE EXITS AS MARKED.

1' - 5"

1/2"1/2"

/2

/2

/2

/2

/2

/2

EQ.EQ.

3 5/8" INSULATED WALL WITH

16 GAUGE METAL STUDS @

16" O.C. WALL TO EXTEND TO

UNDERSIDE OF DECK

5/8" FIRE RESISTANT GYPSUM

BOARD - BOTH SIDES

CONCRETE SLAB

UNDERSIDE OF EXISTING

DECK

W A

L L

H E

IG

H

T V

A R

IE

S

F

IE

L D

V E

R

IF

Y

4 7/8"

A

FIRE RESISTANT SEALANT,

BOTH SIDES

1-HR RATED

U.L. DESIGN NO. U419

PLASTIC SHEET BARRIER

NON RATED

PLASTIC SHEET

BARRIER

EXISTING WALL

ASSEMBLY

BOTTOM SEALING

RUNNER

TOP SEALING

RUNNER

SUPPORT POLES,

QUANTITY PER

MANUF.

RECOMMENDATIONS

B

UNDERSIDE OF EXISTING

DECK

ILSM TEMPORARY BARRIER TAG

PROJECT:

PRIME CONTRACTOR:

SUB CONTRACTOR:

EMERGENCY CONTACT NO.:

BARRIER INSTALLATION DATE:

BARRIER EXPIRATION DATE:

DUST CONTROL PLAN NOTES

1. THE VAMC INFECTION CONTROL GROUP HAS CONFIRMED THE DESIGNATION

FOR THIS PROJECT IS LEVEL I FOR THE CLASS OF PRECAUTIONS OR LEVEL OF

INFECTION CONTROL ACTIVITIES. HARD SURFACE BARRIERS SHALL BE USED

EXCEPT IN THE AREA INDICATED ON THE PHASING PLAN WITH PLASTIC BARRIERS

(MINIMUM 4MIL) TO SEAL AREA FROM NON-WORK AREA AS LONG AS THE SPRINKLER

SYSTEM IS INTACT AND ACTIVE.

1A. THIS PROJECT NEEDS AN ENTRY VESTIBULE FOR CLOTHING CHANGES

(PROVIDE AND LOCATE A STAGING AREA FOR HAZMAT SUITS NEAR THE PLASTIC

BARRIER ENTRANCE SPACES - CONSTRUCTION ANTEROOM. THEY SHALL BE USED

WHEN GOING INTO CONSTRUCTION AREA AND LEAVING THE CONSTRUCTION AREA)

AND TOOL STORAGE AND TIGHT SEALS SHALL BE MAINTAINED AT THE FULL

PERIMETER OF WALLS AND WALL PENETRATIONS. ANY DUST SHALL BE

IMMEDIATELY CLEANED IF TRACKED OUTSIDE OF THE CONSTRUCTION BARRIER.

UPON COMPLETION OF THE CONSTRUCTION PHASE, DUST BARRIERS SHALL BE

REMOVED CAREFULLY TO MINIMIZE SPREADING OF DUST AND THE CONTRACTOR

SHALL HAVE TEMPORARY DUST PROTECTION IN PLACE BEFORE REMOVAL OF A

PERMANENT BARRIER.

2. PROVIDE STICKY MATS AND BLANKET AT THE PLASTIC BARRIER ENTRANCE

SPACES (CONSTRUCTION ANTEROOM) AND CHANGE DAILY OR MORE OFTEN AS

NEEDED TO PREVENT THE SPREAD OF DUST AND DEBRIS INTO ADJACENT CLEAN

SPACE.

INTERNAL DEMOLITION AND CONSTRUCTION ACTIVITIES DUST AND DEBRIS

CONTROL

3. USE CORRIDORS AS PRIMARY CONSTRUCTION ACCESS.

3A. TRAFFIC CONTROL: DESIGNATED ENTRY AND EXIT PROCEDURES SHALL BE

DEFINED. EGRESS PATHS SHALL BE FREE OF DEBRIS; DESIGNATED ELEVATORS

SHALL BE USED DURING SCHEDULED TIMES; AND ONLY AUTHORIZED

PERSONNEL SHALL BE ALLOWED TO ENTER THE CONSTRUCTION ZONE. SIGNAGE

SHALL DIRECT PEDESTRIAN TRAFFIC AWAY FROM THE CONSTRUCTION AREA AND

MATERIALS.

4. CONTRACTOR SHALL USE TWO CARTS TO TRANSFER CONSTRUCTION

MATERIAL IN AND OUT OF THE PROJECT - A CLEAN CART SHALL BE USED; THE NOT-

SO-CLEAN CART SHALL BE USED BETWEEN THE MAIN ENTRY AND THE

CONSTRUCTION STAGING/PREP AREA.

4A. DEMOLITION DEBRIS: DEBRIS SHALL BE REMOVED IN CARTS WITH TIGHTLY

FITTED COVERS, USING DESIGNATED TRAFFIC ROUTES. EFFORTS SHALL BE MADE

TO MINIMIZE USE OF ELEVATORS WITH AN EMPHASIS ON TRANSPORT DURING THE

LOWEST PERIOD OF ACTIVITY. DEBRIS SHALL BE REMOVED DAILY AND AT TIMES

SPECIFIED BY THE VAMC. IF CHUTES ARE USED TO DIRECT DEBRIS OUTSIDE, HIGH

EFFICIENCY PARTICULATE AIR (HEPA) FILTERED NEGATIVE AIR MACHINES SHALL BE

USED, AND THE CHUTE OPENING SHALL BE SEALED WHEN NOT IN USE. FILTERS

SHALL BE BAGGED AND SEALED BEFORE BEING TRANSPORTED OUT OF THE

CONSTRUCTION AREA. THE CONTRACTOR SHALL NOT HAUL DEBRIS THROUGH

PATIENT-CARE AREAS WITHOUT PRIOR APPROVAL OF THE COR.

4B. EXTERIOR WINDOWS: WINDOWS SHALL BE SEALED TO MINIMIZE

INFILTRATION FROM ANY ADJACENT EXCAVATION DEBRIS.

ICRA NOTES

VENTILATION AND ENVIRONMENTAL CONTROLS

5. AIR SYSTEM FLOW: THE COR VERIFY AND ACKNOWLEDGE

CONTRACTOR WHETHER THE CONSTRUCTION AREA USES

FRESH/OUTSIDE OR RE-CIRCULATED AIR; FILTERS SHALL BE

ADDED OR RETURN VENTS COVERED AS NEEDED WITH FILTER

MATERIAL OR PLASTIC. AIR MUST FLOW FROM CLEAN TO DIRTY

AREAS.

5A. NEGATIVE AIR PRESSURE: THE AIR WITHIN THE

CONSTRUCTION AREA SHALL BE NEGATIVE WITH RESPECT TO

SURROUNDING AREAS AND WITH NO DISRUPTION OF AIR

SYSTEMS OF ADJACENT AREAS. USE OF THE NEGATIVE AIR

PRESSURE SYSTEM WITHIN THE ENCLOSURE TO REMOVE DUST

SHALL PASS AIR THROUGH AN INDUSTRIAL GRADE, PORTABLE

HEPA FILTER CAPABLE OF FILTRATION RATES OF 300-800 CUBIC

FEET PER MINUTE (FT3/MIN), OR EXHAUST AIR DIRECTLY TO THE

OUTSIDE IF APPROVED BY VAMC. IF EXHAUST SHALL BE TIED

INTO A RE-CIRCULATED AIR SYSTEM, A PRE-FILTER AND HEPA

FILTER SHALL BE USED BEFORE EXHAUST TO PREVENT

CONTAMINATION OF THE DUCTS.

5B. ADJACENT AREAS: THE STATUS OF SEALED

PENETRATIONS AND INTACT CEILING SHALL BE VERIFIED DAILY.

5C. AIR EXCHANGE RATES AND PRESSURE RELATIONSHIPS:

VAMC AND CONTRACTOR SHALL VERIFY AND MAINTAIN PROPER

RATES IN CRITICAL AREAS NEAR CONSTRUCTION ACTIVITY AND

ENSURE AIR IS NOT BEING RE-CIRCULATED WITHOUT

FILTRATION FROM THE CONSTRUCTION AREA ELSEWHERE.

PROVIDE AIR PRESSURE TESTING THROUGHOUT THE PROJECT

IN THE FREQUENCY AS IDENTIFIED BY THE COR.

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

ICRA LEGEND

TEMPORARY DOOR

TEMPORARY PLASTIC BARRIER

WITH ZIPPER ENTRY

STICKY MAT

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

TYPICAL CONSTRUCTION PLAN LAYOUT

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

ICRA MOBILE CONTAINMENT CART

Scale: 3" = 1'-0"

ILSM CONSTRUCTION EGRESS SIGNAGE

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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B V

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G-201

BLDG 10 FIRST FLOOR ICRA PLAN

5 9CET

RENOVATE BUILDING 10

CENTRAL ALABAMA VETERANS

HEALTH CARE SYSTEM, EAST CAMPUS

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

MAY 9, 2025

100% BID DOCUMENTS

619A4-23-10522-139

DJR

Scale: 1/8" = 1'-0"

FIRST FLOOR ICRA PLAN

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

ICRA BARRIER WALL TYPE

1 CONSTRUCTION ENTRANCE.

2 ICRA VESTIBULE FOR PPE CHANGE OF

CLOTHING.

3 NON-RATED TEMPORARY BARRIER, TYPE B.

4 NON-RATED TEMPORARY DOOR.

5 STICKY MATS.

NORTH

0 4 8 16

5070L

IC

E N

S E D A RC H I T ECT

DA

V ID J . REICHARD

NOR T H CA RO L I NA

1234678 5910

567891011

DN

BLDG 4A BASEMENT

BLDG 4 BASEMENT FLOOR

1 2

AREA OF WORK

M A

T C

H L

IN

E

EXISTING UNDERGROUND

CONDUIT, REFER TO LOW

VOLTAGE

G-201

ABOVE CEILING WORK,

REFER TO LOW VOLTAGE

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

ICRA LEGEND

TEMPORARY DOOR

TEMPORARY PLASTIC BARRIER

WITH ZIPPER ENTRY

STICKY MAT

LEGEND

EXISTING BUILDING

NEW FLOOR SLAB

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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B V

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G-202

BLDG 4A AND 4 BASEMENT ICRA PLAN

6 9CET

RENOVATE BUILDING 10

CENTRAL ALABAMA VETERANS

HEALTH CARE SYSTEM, EAST CAMPUS

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

MAY 9, 2025

100% BID DOCUMENTS

619A4-23-10522-139

DJR

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

4A

4 2 3 3A

Scale: 1/16" = 1'-0"

BLDG 4A AND BLDG 4 BASEMENT ICRA PLAN

NORTH

0 4 8 16

1 TEMPORARY PLASTIC BARRIER WITH ZIPPER

ENTRY, TYP.

2 STICKY MAT, TYP.

A. COORDINATE WITH COR/VA FOR ABOVE CEILING

WORK IN CORRIDORS.

B. REFER TO LOW VOLTAGE DRAWINGS FOR

SCOPE OF WORK

5070L

IC

E N

S E D A RC H I T ECT

DA

V ID J . REICHARD

NOR T H CA RO L I NA

BLDG 3A PENTHOUSE

AREA OF

WORK

EXISTING WALL TO REMAIN

EXISTING DOOR TO REMAIN

EXISTING WINDOW TO REMAIN

ICRA LEGEND

TEMPORARY DOOR

TEMPORARY PLASTIC BARRIER

WITH ZIPPER ENTRY

STICKY MAT

AREA OF WORK

BLDG 3A FIRST FLOOR

AREA OF WORK

BLDG 3A BASEMENT FLOOR

BLDG 2 BASEMENT FLOOR

M A

T C

H L

IN

E

ABOVE CEILING WORK,

REFER TO LOW VOLTAGE

BLDG 3 BASEMENT FLOOR

LEGEND

EXISTING BUILDING

NEW FLOOR SLAB

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

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:0

:5

A

M C

U s e rs

\c th o m p s o n

\D o c u m e n ts \A

-1

-T u s k e g e e

B ld g

R e n o c th o m p s o n

B V

E

.r v t

G-203

BLDG 2 BASEMENT, BLDG 3A

BASEMENT, FIRST FLOOR AND

PENTHOUSE ICRA PLANS

7 9CET

RENOVATE BUILDING 10

CENTRAL ALABAMA VETERANS

HEALTH CARE SYSTEM, EAST CAMPUS

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

MAY 9, 2025

100% BID DOCUMENTS

619A4-23-10522-139

DJR

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

4A

4 2 3 3A

Scale: 1/16" = 1'-0"

EXISTING BUILDING ICRA PLAN

NORTH

0 4 8 16

1 TEMPORARY PLASTIC BARRIER WITH ZIPPER

ENTRY, TYP.

2 STICKY MAT, TYP.

Scale: 1/16" = 1'-0"

EXISTING BUILDING ICRA PLAN

Scale: 1/16" = 1'-0"

EXISTING BUILDING ICRA PLAN

NORTH

0 4 8 16

NORTH

0 4 8 16

A. COORDINATE WITH COR/VA FOR ABOVE CEILING

WORK IN CORRIDORS.

B. REFER TO LOW VOLTAGE DRAWINGS FOR

SCOPE OF WORK

5070L

IC

E N

S E D A RC H I T ECT

DA

V ID J . REICHARD

NOR T H CA RO L I NA

DN

136 SF

OIT

62 SF

TLT

50 SF

STF TLT

46 SF

TLT

387 SF

STAFF LOUNGE

671 SF

SHARED

CONFERENCE/

CLASSROOM

46 SF

HAC

81 SF

QUIET ROOM

83 SF

VESTIBULE

130 SF

102D

TELERETINAL

113 SF

EDUCATOR

OFFICE

91 SF

102C

TELEHEALTH

SUPERVISOR

OFFICE

75 SF

102A

CHECK-IN

108 SF

102F

TELEHEALTH

EXAM ROOM

128 SF

102H

TELEHEALTH

EXAM ROOM

99 SF

102G

TELEHEALTH

TCT ROOM

115 SF

102I

TELEHEALTH

TCT ROOM

64 SF

ELEC

120 SF

WHOLE HEALTH

SUPERVISOR

OFFICE

93 SF

VESTIBULE

78 SF

TELEHEALTH

WAITING

FEC FEC

FEC

FEC

FEB

66 SF

E01

ELEV.

145 SF

SHARED OFFICE

144 SF

C-04

CORRIDOR

106 SF

101A

ELEV. LOBBY

610 SF

LOBBY

10 SF

102B

COPY AREA

S

F

C -0

S U

IT

E

C O

R R

356 SF

C-03

CORRIDOR

188 SF

S01

STAIR 1

OPENING ABOVE

K

E L E

C

102J

STORAGE

56 SF

102E

TLTC

-0

C O

R R

ID

O

R

C-01

CORRIDOR

B C C.1 C.3 C.6 D ED.1 F

4.8

CAPACITYCLR

EXTERIOR

EXIT

33" 275N E

W S

ID

E

W A

L K

NEW SIDEWALK

NEW RAMPEXISTING

SIDEWALK

DN

X Y

N E

W S

ID

E

W A

L

K FEC

A

B

B

CAPACITYCLR

EXTERIOR

EXIT

33" 124

CAPACITYCLR

EXTERIOR

EXIT

37" 180

1 2

55"

UPUP

DN

S02

STAIR 2

32"

A.1 A.9

0.9

E.1 E.9

ASSEMBLY

ASSEMBLY

CAPACITYCLR

EXIT

36" 160

D E

A D

E N

D C

O R

R . L

E N

G

TH

: 5 0'

-0

E.5

32''

36''

EXIT LIGHT

EGRESS PATH

EGRESS PATH TAG

EGRESS IDENTIFICATION

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

XXX

FEB

FEC

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS

CAPACITY

A

CRAWL SPACE

CLEAN CRAWL

SPACE TYP.

FEB

PIT LADDER

SUMP PUMP; SEE

PLUMBING DWGS.

MECH

SHAFT

ABOVE1085 SF

B03

MECHANICAL

ROOM B

68 SF

B01

ELEV EQUIP

198 SF

B02

MECHANICAL

ROOM A

FEB

B C C.1 C.3 C.6 D ED.1 F

FEB

4.8

MECH

SHAFT

ABOVE

X Y

ENTRY

PORCH

ABOVE

A

EXISTING

STAIR ABOVE

5'-2"

CLEAN CRAWL

SPACE TYP.

CLEAN CRAWL

SPACE TYP.

CLEAN CRAWL

SPACE TYP.

UP

UP

UP

S02

STAIR 2

E01

ELEV.

A.1 A.9

0.9

E.1 E.9

DEAD END CORR.

20'-4 1/2"

E.5

LEGEND

EXISTING BUILDING

NEW FLOOR SLAB

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

\s m is e v ic h \D o c u m e n ts

\A

-1

-T u s k e g e e B ld g

R e n o s m is e v ic h .r v t

LS101

BASEMENT AND FIRST FLOOR LIFE

SAFETY PLANS

8 9CET

RENOVATE BUILDING 10

CENTRAL ALABAMA VETERANS

HEALTH CARE SYSTEM, EAST CAMPUS

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

MAY 9, 2025

100% BID DOCUMENTS

619A4-23-10522-139

DJR

NORTH

0 4 8 16

Scale: 1/8" = 1'-0"

FIRST FLOOR LIFE SAFETY PLAN

LIFE SAFETY LEGEND

Scale: 1/8" = 1'-0"

BASEMENT FLOOR LIFE SAFETY PLAN

NORTH

0 4 8 16

EGRESS PATH "A"

PATH ID LENGTH

A 69' - 8"

TOTAL PATH LENGTH 69' - 8"

EGRESS PATH "A"

PATH ID LENGTH

A 61' - 6"

TOTAL PATH LENGTH 61' - 6"

EGRESS PATH "B"

PATH ID LENGTH

B 94' - 8"

TOTAL PATH LENGTH 94' - 8"

1 MECHANICAL SHAFT.

2 NEW WATER COOLER / DISPENSER.

A. SEE SHEET A-001 FOR SYMBOLS AND

ABBREVIATIONS.

B. SEE CIVIL DRAWINGS FOR INFORMATION INCLUDING

CONCRETE SIDEWALKS, CONCRETE PADS, AND

PARKING CONFIGURATIONS.

C. SEE STRUCTURAL DRAWINGS FOR FRAMING

INFORMATION & FRAMING DIMENSIONS. ALL

DIMENSIONS ARE FOR REFERENCE ONLY - VERIFY

ALL FRAMING WITH STRUCTURAL DRAWINGS.

D. REFER TO PLUMBING DRAWINGS FOR INFORMATION

CONCERNING PLUMBING FIXTURES AND PIPING

SYSTEM(S).

E. REFER TO MECHANICAL DRAWINGS FOR

INFORMATION CONCERNING HVAC SYSTEM(S).

F. REFER TO TECHNOLOGY DRAWINGS FOR

INFORMATION CONCERNING COMMUNICATION

SYSTEM(S).

G. REFER TO FIRE PROTECTION DRAWINGS FOR FIRE

ALARM NOTIFICATION AND EMERGENCY EGRESS

LIGHTING LOCATIONS.

H. REFER TO PARTITION TYPES FOR FURTHER FIRE

SEPARATION REQUIREMENTS.

I. CONTRACTOR TO PROVDE ALL ADDITIONAL FRAMING

NECESSARY FOR ALL OPENINGS AND

SUPPLEMENTAL FRAMING ABOVE PARTITIONS.

J. ALL FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN

STRICT ACCORDANCE WITH TESTED ASSEMBLIES

INDICATED.

K. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND

OTHER SEPARATIONS TO BOTTOM OF ROOF/FLOOR

DECK ABOVE (OR AS DIRECTED BY UL ASSEMBLY).

SEAL JOINT BETWEEN EDGES OF PARTITION WITH

FIRE RATED SEALANT AND/OR INTUMESCENT

ASSEMBLY.

L. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES

SHALL BE FIRESTOPPED IN ACCORDANCE WITH

APPROVED MANUFACTURER'S DETAIL FOR

LOCATION, TYPE OF CONSTRUCTION, PENETRATING

ITEM AND RATING REQUIRED.

M. ALL DUCTWORK, DIFFUSERS AND GRILLES

PENETRATING FIRE-RATED WALLS, CEILINGS AND

FLOORS SHALL HAVE THE APPROPRIATE TYPE OF

FIRE/SMOKE DAMPER IN ACCORDANCE WITH THE

TYPE OF CONSTRUCTION BEING PENETRATED AND

THE FIRE/SMOKE RATING REQUIRED.

N. ALL LIGHT FIXTURES AND ELECTRICAL DEVICES

PENETRATING FIRE-RATED ASSEMBLIES SHALL BE

UL-LISTED FOR INSTALLATION IN THE ASSEMBLY OR

SHALL BE INSTALLED SUCH THAT THE FIRE-RATING IS

NOT COMPROMISED.

O. SMOKE RESISTANT CONSTRUCTION SHALL MEET THE

REQUIREMENTS OF ALL APPLICABLE CODES. AREA

SHALL BE SEPARATED FROM THE REMAINDER OF

THE BUILDING BY CONSTRUCTION CAPABLE OF

RESISTING THE PASSAGE OF SMOKE. THE

PARTITIONS SHALL EXTEND FROM THE FLOOR TO

THE UNDERSIDE OF THE FLOOR OR ROOF ASSEMBLY

ABOVE. DOORS SHALL BE SELF OR AUTOMATIC

CLOSING. DOORS SHALL NOT HAVE AIR TRANSFER

OPENINGS AND SHALL NOT BE UNDERCUT IN EXCESS

OF CLEARANCE PERMITTED WITH ACCORDANCE TO

NFPA 80.

P. SEE SHEET G-004 FOR CODE SUMMARY

INFORMATION.

OCCUPANT LOAD

BUSINESS OCCUPANCY:

BASEMENT - 1,650 GSF/150 = 11 OCC.

FIRST FLOOR - 5,329 GSF/150 = 36 OCC.

SECOND FLOOR - 2,087 GSF/150 = 14 OCC.

ASSEMBLY OCCUPANCY:

FIRST FLOOR - 671 GSF/15 = 45 OCC.

SECOND FLOOR - 3,013 GSF/15 = 201 OCC.

BUSINESS OCCUPANCY ALLOWABLE TRAVEL DISTANCE:

300'-0" MAXIMUM

DEADEND LIMIT: 50'-0" MAXIMUM

COMMON PATH OF TRAVEL LIMIT: 100'-0" MAXIMUM

509 SF

GROUP ROOM 1

714 SF

GROUP ROOM 2

716 SF

GROUP ROOM 3

522 SF

GROUP ROOM 4

88 SF

COACHING

97 SF

COACHING

122 SF

MASSAGE

50 SF

TOILET

118 SF

OIT

552 SF

CLASSROOM

44 SF

TOILET

90 SF

COACHING

21551 SF

STORAGE

UP UP

OPEN TO BELOW

39 SF

STOR

638 SF

CORRIDOR

S

F

C O

R R

ID

O

R

S

F

C O

R R

ID

O

R 66 SF

E01

ELEV.

FEC

FEC

FEC

E L E

C

E L E

C 220

HAC

188 SF

S01

STAIR 1

B C C.1 C.3 C.6 D ED.1 F

4.8

36" 180 36" 180

X Y

A B

LOW ROOF BELOW

LOW ROOF BELOW

MAIN ENTRY

ROOF BELOW

CAPACITYCLR

EXIT

FEC

S02

STAIR 2 CAPACITYCLR

EXIT

A.1 A.9

0.9

E.1 E.9

ASSEMBLY

ASSEMBLY

ASSEMBLY

ASSEMBLY

ASSEMBLY

E.5

EXIT LIGHT

EGRESS PATH

EGRESS PATH TAG

EGRESS IDENTIFICATION

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

XXX

FEB

FEC

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS

CAPACITY

LEGEND

EXISTING BUILDING

NEW FLOOR SLAB

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

\s m is e v ic h \D o c u m e n ts

\A

-1

-T u s k e g e e B ld g

R e n o s m is e v ic h .r v t

LS102

SECOND FLOOR LIFE SAFETY PLAN

9 9CET

RENOVATE BUILDING 10

CENTRAL ALABAMA VETERANS

HEALTH CARE SYSTEM, EAST CAMPUS

2400 HOSPITAL ROAD

TUSKEGEE, AL 36083

MAY 9, 2025

100% BID DOCUMENTS

619A4-23-10522-139

DJR

NORTH

0 4 8 16

Scale: 1/8" = 1'-0"

SECOND FLOOR LIFE SAFETY PLAN

LIFE SAFETY LEGEND

1 MECHANICAL SHAFT.

EGRESS PATH "A"

PATH ID LENGTH

A 61' - 8"

TOTAL PATH LENGTH 61' - 8"

EGRESS PATH "B"

PATH ID LENGTH

B 72' - 9"

TOTAL PATH LENGTH 72' - 9"

A. SEE SHEET A-001 FOR SYMBOLS AND

ABBREVIATIONS.

B. SEE CIVIL DRAWINGS FOR INFORMATION INCLUDING

CONCRETE SIDEWALKS, CONCRETE PADS, AND

PARKING CONFIGURATIONS. CIVIL BACKGROUND

DRAWING INFORMATION IS FOR REFERENCE ONLY.

C. SEE STRUCTURAL DRAWINGS FOR FRAMING

INFORMATION & FRAMING DIMENSIONS. ALL

DIMENSIONS ARE FOR REFERENCE ONLY - VERIFY

ALL FRAMING WITH STRUCTURAL DRAWINGS.

D. REFER TO PLUMBING DRAWINGS FOR INFORMATION

CONCERNING PLUMBING FIXTURES AND PIPING

SYSTEM(S).

E. REFER TO MECHANICAL DRAWINGS FOR

INFORMATION CONCERNING HVAC SYSTEM(S).

F. REFER TO TECHNOLOGY DRAWINGS FOR

INFORMATION CONCERNING COMMUNICATION

SYSTEM(S).

G. REFER TO FIRE PROTECTION DRAWINGS FOR FIRE

ALARM NOTIFICATION AND EMERGENCY EGRESS

LIGHTING LOCATIONS.

H. REFER TO PARTITION TYPES FOR FURTHER FIRE

SEPARATION REQUIREMENTS.

I. CONTRACTOR TO PROVDE ALL ADDITIONAL FRAMING

NECESSARY FOR ALL OPENINGS AND

SUPPLEMENTAL FRAMING ABOVE PARTITIONS.

J. ALL FIRE RATED ASSEMBLIES SHALL BE INSTALLED IN

STRICT ACCORDANCE WITH TESTED ASSEMBLIES

INDICATED.

K. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND

OTHER SEPARATIONS TO BOTTOM OF ROOF/FLOOR

DECK ABOVE (OR AS DIRECTED BY UL ASSEMBLY)

AND TO EXTERIOR WALL. SEAL JOINT BETWEEN

EDGES OF PARTITION WITH FIRE RATED SEALANT

AND/OR INTUMESCENT ASSEMBLY.

L. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES

SHALL BE FIRE-SEALED IN ACCORDANCE WITH

APPROVED MANUFACTURER'S DETAIL FOR

LOCATION, TYPE OF CONSTRUCTION, PENETRATING

ITEM AND RATING REQUIRED.

M. ALL DUCTWORK, DIFFUSERS AND GRILLES

PENETRATING FIRE-RATED WALLS, CEILINGS AND

FLOORS SHALL HAVE THE APPROPRIATE TYPE OF

FIRE/SMOKE DAMPER IN ACCORDANCE WITH THE

TYPE OF CONSTRUCTION BEING PENETRATED AND

THE FIRE/SMOKE RATING REQUIRED.

N. ALL LIGHT FIXTURES AND ELECTRICAL DEVICES

PENETRATING FIRE-RATED ASSEMBLIES SHALL BE

UL-LISTED FOR INSTALLATION IN THE ASSEMBLY OR

SHALL BE INSTALLED SUCH THAT THE FIRE-RATING IS

NOT COMPROMISED.

O. SMOKE RESISTANT CONSTRUCTION SHALL MEET THE

REQUIREMENTS OF ALL APPLICABLE CODES. AREA

SHALL BE SEPARATED FROM THE REMAINDER OF

THE BUILDING BY CONSTRUCTION CAPABLE OF

RESISTING THE PASSAGE OF SMOKE. THE

PARTITIONS SHALL EXTEND FROM THE FLOOR TO

THE UNDERSIDE OF THE FLOOR OR ROOF ASSEMBLY

ABOVE. DOORS SHALL BE SELF OR AUTOMATIC

CLOSING. DOORS SHALL NOT HAVE AIR TRANSFER

OPENINGS AND SHALL NOT BE UNDERCUT IN EXCESS

OF CLEARANCE PERMITTED WITH ACCORDANCE TO

NFPA 80.

P. SEE SHEET G-004 FOR CODE SUMMARY

INFORMATION.

OCCUPANT LOAD

BUSINESS OCCUPANCY:

BASEMENT - 1,650 GSF/150 = 11 OCC.

FIRST FLOOR - 5,329 GSF/150 = 36 OCC.

SECOND FLOOR - 2,087 GSF/150 = 14 OCC.

ASSEMBLY OCCUPANCY:

FIRST FLOOR - 671 GSF/15 = 45 OCC.

SECOND FLOOR - 3,013 GSF/15 = 201 OCC.

BUSINESS OCCUPANCY ALLOWABLE TRAVEL DISTANCE:

300'-0" MAXIMUM

DEADEND LIMIT: 50'-0" MAXIMUM

COMMON PATH OF TRAVEL LIMIT: 100'-0" MAXIMUM

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

20" OAK

22" OAK

26" OAK

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

15" OAK

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG

/E

UG

/E

UG

/E

UG

/E

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LODLODLOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LO

D

LO

D

LOD

W

W

W

W

W

BUILDING 10

BUILDING 4-A

APPROX. FFE

428.84

APPROX. FFE

428.96

APPROX. FFE

429.01

APPROX. 2ND

FLOOR FFE

439.45

APPROX. FFE

428.95

14" MAPLE

38" OAK

36" OAK

34" OAK

34" OAK

36" OAK

CONC. WALL

W/ GRATE

29.2'

36.0'

23.7'

47.2'

32.1'

23.6'

29.2'

4.9'

4.9'8.8'

23.7'

29.1'

23.6' 4.9'

9.2'

28.5' 4.8'

9.4'

23.7'

8.8'

29.2'

23.6'

35.9'32.2'

22.7'

11.2'

5.0' 20.9'

8.5'

32.3'

8.5'

42.7'

59.9'

32.1'

32.0'

17.4'

49.9'

0.7'

54.9' 36.4'

5.8'

59.9'

SS-T6

FIBER

MARKER

POST

FIBER

MARKER

POST

SD-T1

SD-T3

SS-TB

SS-TA

UG/E

UG/E

UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG

/E

UG

/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E

UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E UG/E

ST

ST

ST

ST

ST

ST

ST

ST

ST

ST

STSTSTSTSTSTST

ST

ST

ST

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG

/C

UG/C

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UG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/CUG/C

ST

ST

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UG/E

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/E

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/E

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W W

W W

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W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W

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W

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W W

W

20" OAK

16" RED MAPLE

8" DOGWOOD

42" OAK

9-4" PIPES WITH

COMMUNICATION

LINES

OLD ROOF

DRAIN

0.4'

TRENCH DRAIN

AND GRATE

UG

/C

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/C

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/C

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/C

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433432

423423

UG/E

SS

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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS

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SD-T4

UG/C UG/C UG/C UG/C UG/C

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UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C UG/C

22" OAK

26" OAK

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

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15" OAK

15" OAK

18" OAK

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/E

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/E

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/E

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/E

HOSPITAL ROAD

SIGN-BUILDING 9 &

10 PROJECT

29.2'

36.0'

23.7'

47.2'

32.1'

23.6'

29.2'

4.9'

4.9'8.8'

23.7'

29.1'

23.6' 4.9'

9.2'

28.5' 4.8'

9.4'

23.7'

8.8'

29.2'

23.6'

35.9'32.2'

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

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LOD

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LOD

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LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO

D LOD

LO

D

LOD

LO

D

LOD LOD LOD

LOD

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LOD

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LOD

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LOD

LOD

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LOD

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LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LODLODLODLODLODLOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

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D

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LOD

LOD

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LOD

LODLODLOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

EXISTING FDC

SS

SS

SS

SS

SS

SS

SS

101010

2 1

STORM DRAIN GRATE, SD-1

TOP EL.: 425.48

6" VCP INV-IN (NW) EL.: 423.34

6" VCP INV-IN (NE) EL.: 423.33

6" VCP INV-IN (SW) EL.: 423.31

6" VCP INV-OUT (SE) EL.: 422.87

STORM DRAIN GRATE, SD-T1

TOP EL.: 422.55

8" VCP INV-IN (NW) EL.: 418.93

8" VCP INV-IN (NE) EL.: 418.89

12" VCP INV-OUT (SE) EL.: 418.72

STORM DRAIN GRATE, SD-T2

TOP EL.: 423.09

12" VCP INV-IN (NW) EL.: 418.55

12" VCP INV-OUT (SE) EL.: 418.44

STORM DRAIN GRATE, SD-T3

TOP EL.: 423.20

6" VCP INV-IN…