A06_DrawingS_WA22065-12_NPS_Natchez_MF_Modernization_100__CD_DWGS_-_Arch_S_S.pdf

BUILDING INFORMATION AND LIMITATIONS

BUILDING OCCUPANCY CLASS: B and F-1

CONSTRUCTION TYPE: TYPE V-B

SPRINKLERED: N

ALLOWABLE BUILDING HEIGHT: 1 STORY, 40'

ACTUAL BUILDING HEIGHT: 1 STORY, 18'

ALLOWABLE BUILDING AREA (PER STORY): 8,500 GSF

ACTUAL BUILDING AREA (PER STORY): 4,307 GSF

RENOVATED AREA: 2,415 GSF

AREAS AND OCCUPANT LOAD

TOTAL GROSS FLOOR AREA: 4,307 GSF

TOTAL OCCUPANT LOAD: 28 OCCUPANTS

CHAIN-LINK FENCE

STORAGE CONTAINER

DUMPSTER

ENTRY GATE

M E

L R

O S

E M

O N

T E

B E

L L O

W P

K W

Y

MAINTENANCE FACILITY

ASPHALT PAVING

PARKIN

G

PARKIN

G

GATE

ABATEMENT SUITE

LOCATION MAP

PROJECT LOCATION

PROJECT INFORMATION

INDEX OF DRAWINGS

TITLE OF PROJECT: DRAWING NO.

PMIS/PKG NO.

OF

SHEET

NAME OF PARK

NATCHEZ NATIONAL HISTORICAL PARK

REGION COUNTY STATE

SE ADAMS MISSISSIPPI

NATIONAL PARK SERVICE

UNITED STATES

DEPARTMENT OF THE INTERIOR

A/E

PRIME

SUB

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER AIA

ARCHITECT

GAINESVILLE, FL

QUALITY DESIGN CERTIFICATION

Prepared in Accordance with Design Development (Title I) ________________ OR Drawing No.

Variance from Design Development (Title I) Approved by Superintendent on ___________ OR Date Construction Drawing Not Preceded by Design Development (Title I)

Project Manager

Date

Mark Sheet Date InitialREVISION

323963

/2

/2

:3

:2

A

M NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

DESIGN DEVELOPMENT G000

GENERAL

G000 COVER

G001 GENERAL NOTES, SYMBOL LEGEND AND ABBREVIATIONS

G002 TYPICAL TOILET ROOMS AND MOUNTING HEIGHTS

G003 TYPICAL MOUNTING HEIGHTS

G010 CODE COMPLIANCE

G011 CODE COMPLIANCE

G101 LIFE SAFETY PLAN

ARCHITECTURAL

AD101 DEMOLITION PLAN AND ELEVATIONS

AD121 CEILING DEMOLITION PLAN

A101 FLOOR PLAN AND ELEVATIONS

A121 PARTITION PLANS

A131 CEILING PLAN

A141 ROOF PLAN

A161 FINISH PLAN

A210 BUILDING SECTIONS AND PERSPECTIVES

A240 ROOF DETAILS

A241 ROOF DETAILS

A300 ENLARGED INTERIOR VIEWS

A400 PARTITION TYPES

A410 PARTITION DETAILS

A430 INTERIOR CASEWORK DETAILS

A500 OPENING TYPES AND SCHEDULE

A520 OPENING DETAILS

MD1.1 LEVEL 1 - DUCTWORK - DEMOLITION

MD1.2 MEZZANINE - DUCTWORK - DEMOLITION

NATIONAL PARK SERVICE

NATCHEZ MAINTENANCE

FACILITY RENOVATION

NATCHEZ NATIONAL HISTORICAL PARK

NATCHEZ, MISSISSIPPI

MECHANICAL

M0.1 MECHANICAL COVER SHEET

NO SCALEG000

2 SITE MAP

STRUCTURAL

S0.01 DESIGN CRITERIA & GENERAL NOTES

S1.01 FLOOR PLAN, ELEVATION AND DETAILS

FIRE ALARM

FA0.1 FIRE ALARM COVER SHEET

FA1.1 FIRST FLOOR - FIRE ALARM NEW WORK

FA1.2 MEZZANINE - FIRE ALARM NEW WORK

FA5.1 FIRE ALARM DETAILS

FA6.1 FIRE ALARM RISER DIAGRAM

M1.1 LEVEL 1 - DUCTWORK - NEW WORK

M1.2 MEZZANINE - DUCTWORK - NEW WORK

M2.1 LEVEL 1 - MECHANICAL PIPING - NEW WORK

M2.2 MEZZANINE - MECHANICAL PIPING - NEW WORK

M3.1 MECHANICAL SECTIONS

M5.1 MECHANICAL DETAILS

M6.1 AUTOMATIC TEMPERATURE CONTROLS

M7.1 MECHANICAL SCHEDULES

PLUMBING

P0.1 PLUMBING COVER SHEET

PD1.0 FOUNDATION - PLUMBING - DEMOLITION

PD1.1 LEVEL 1 - PLUMBING - DEMOLITION

PD1.2 MEZZANINE - PLUMBING - DEMOLITION

P1.0 FOUNDATION - PLUMBING - NEW WORK

P1.1 LEVEL 1 - PLUMBING - NEW WORK

P1.2 MEZZANINE - PLUMBING - NEW WORK

P5.1 PLUMBING DETAILS

P6.1 PLUMBING RISER DIAGRAMS

P7.1 PLUMBING SCHEDULES

ELECTRICAL

E0.1 ELECTRICAL COVER SHEET

E0.2 ELECTRICAL NOTES

ED1.1 FIRST FLOOR - ELECTRICAL DEMOLITION

ED1.2 MEZZANINE - ELECTRICAL DEMOLITION

E1.1 FIRST FLOOR - POWER NEW WORK

E1.2 MEZZANINE - POWER NEW WORK

E2.1 FIRST FLOOR - LIGHTING NEW WORK

E2.2 MEZZANINE - LIGHTING NEW WORK

E3.1 FIRST FLOOR - SECURITY NEW WORK

E3.2 MEZZANINE - SECURITY NEW WORK

E5.1 ELECTRICAL DETAILS

E6.1 ELECTRICAL ONE-LINE DIAGRAMS

E6.2 TELECOMMUNICATIONS AND SECURITY RISER DIAGRAMS

E7.1 LIGHTING CONTROL DIAGRAMS

E8.1 LUMINAIRE SCHEDULE

E8.2 ELECTRICAL EQUIPMENT SCHEDULES

E8.3 PANELBOARD SCHEDULES

E8.4 PANELBOARD SCHEDULES

WALL SECTION

DETAIL/ SECTION

NUMBER

SHEET NUMBER

BUILDING SECTION

EXTERIOR ELEVATION

SHEET NUMBER

ELEVATION NUMBER

INTERIOR ELEVATION

SHEET NUMBER

ELEVATION NUMBER

LARGE SCALE BLOWUP

OF PLAN OR DETAIL

PLAN OR DETAIL

NUMBER

SHEET NUMBER

LEVEL REFERENCE

LEVEL DESCRIPTION

LEVEL ELEVATION

NEW

STRUCTURAL GRID

GRID REFERENCE

GRID LINE

EXISTING

STRUCTURAL GRID

EXISTING GRID

REFERENCE

EXISTING GRID LINE

MATCH LINE 1 / A0103

1 / A0102

SHEET NUMBER

SHEET NUMBER

MATCH LINE

REVISION

CLOUDED AREA

OF REVISION

NORTH ARROW

SIMILAR INDICATION

DETAIL SECTION

DETAIL/ SECTION

NUMBER

SHEET NUMBER

A101

DETAIL NUMBER

SHEET NUMBER

Level 01

100' - 0"

A101

SIM

A101

A101

A101

A201

01 / A301

PARTITION PARTITION TYPE

DOOR

ASSEMBLY

EXTERIOR

GLAZED

OPENINGS

ROOM NAME

AND NUMBER

ROOM NAME

ROOM NUMBER

KEYNOTE

DEMOLITION

CONSTRUCTION

STOREFRONT

OPENINGS

OPENING TYPE

FURNITURE, FIXTURES &

EQUIPMENT

EQUIPMENT IDENTIFIER

DOOR NUMBER

OPENING TYPE

D01

M8G

1t

1t

1t

ROOM NAME

ROOM FINISHES TAG

ROOM NAME

ROOM NUMBER

FLOOR:

BASE:

WALL:

CONFERENCE

FLOORING

BASE

WALL

150 SF

APPROXIMATE ROOM AREA

ROOM FINISHES

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED

NEW CONSTRUCTION

NOT IN PROJECT

SCOPE

AC AIR CONDITIONING

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ARCH ARCHITECT, ARCHITECTURAL

AUTO AUTOMATIC

BLDG BUILDING

BRG BEARING

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFCM COLD FORMED METAL FRAMING

CIP CAST-IN-PLACE (CONCRETE)

CJ CONTROL JOINT

CL CENTERLINE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CORR CORRIDOR

DEMO DEMOLISH, DEMOLITION

DEPT DEPARTMENT

DIA DIAMETER

DIM DIMENSION

DN DOWN

EA EACH

EJ EXPANSION JOINT

ELEC ELECTRIC, ELECTRICAL

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EXP EXPANSION

EXT EXTERIOR

EWC ELECTRIC WATER COOLER

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FT FOOT/FEET

FURN FURNISH, FURNISHED, FURNISHINGS

GA GAUGE, GAGE

GWB GYPSUM WALL BOARD

HSS HOLLOW STRUCTURAL SECTION

HVAC HEATING-VENTILATING-AIR CONDITIONING

ID INSIDE DIAMETER

INT INTERIOR

LAV LAVATORY

LWIC LIGHTWEIGHT INSULATING CONCRETE

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER, MANUFACTURED

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

PCF POUNDS PER CUBIC FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

R RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REV REVISE (ISION)

RO ROUGH OPENING

RTU ROOF TOP UNIT

SF SQUARE FOOT, FEET

SIM SIMILAR

SPEC SPECIFY, SPECIFICATION

SS STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STRUC STRUCTURE, STRUCTURAL

TBD TO BE DETERMINED

TEMP TEMPORARY

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

T&G TONGUE AND GROOVE

UC UNDERCOUNTER

UOI UNLESS OTHERWISE INDICATED

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

WD WOOD

WP WEATHERPROOF

1. DO NOT SCALE DRAWINGS. RELY ON THE NUMERIC DIMENSIONS SHOWN FOR

MEASUREMENT. IF DIMENSIONS ARE IN QUESTION, OBTAIN CLARIFICATION FROM THE

ARCHITECT

2. REVIEW AND FIELD VERIFY ALL DIMENSIONS AND CONDITIONS RELATING TO THE

EXISTING BUILDINGS THAT INTERFACE WITH THE NEW CONSTRUCTION. NOTIFY THE

ARCHITECT WHEN EXISTING CONDITIONS VARY FROM THE PROJECT DRAWINGS.

3. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER

SMALLER SCALE DRAWINGS.

4. UNLESS INDICATED OTHERWISE, PLAN DIMENSIONS ARE TAKEN FROM CENTERLINE OF

STRUCTURE, FACE OF CONCRETE OR FACE OF STUD. PLAN DIMENSIONS TO PLUMBING

FIXTURES AND ACCESSORIES ARE TAKEN FROM FINISHED FACE OF WALL.

5. DOORS NOT OTHERWISE DIMENSIONED SHALL BE 8" FROM ADJACENT CMU OR

CONCRETE WALL TO ROUGH DOOR OPENING, AND 5" FROM FACE OF ADJACENT STUD

WALL TO ROUGH DOOR OPENING.

6. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB UNLESS OTHERWISE

INDICATED.

7. PROVIDE BACKING/BLOCKING FOR THE ATTACHMENT OF MISCELLANEOUS ITEMS

INCLUDING, BUT NOT LIMITED TO: TOILET ACCESSORIES, DOOR HARDWARE,

ELECTRICAL DEVICES, GRAB BARS, CASEWORK, MILLWORK, AND LABORATORY

EQUIPMENT. SEE PARTITION DETAILS SHEET.

8. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE PRODUCT MANUFACTURER'S

WRITTEN INSTALLATION INSTRUCTIONS AND STANDARD DETAILS, IN STRICT

ACCORDANCE WITH THE PROJECT SPECIFICATION REQUIREMENTS AND DESIGN

INTENT.

9. PROVIDE ACCESS DOORS OF APPROPRIATE SIZE, TYPE AND FIRE RATING FOR ALL

CONCEALED ITEMS THAT REQUIRE ADJUSTMENT, MAINTENANCE, MONITORING, ETC.

COORDINATE LOCATIONS WITH ARCHITECT.

10. ENCLOSE DUCTS, PIPES, CONDUITS, AND OTHER UTILITIES IN FINISHED SPACES TO

MATCH ADJACENT FINISHES UNLESS INDICATED OTHERWISE. (FOR EXAMPLE DO NOT

LEAVE CONDUIT EXPOSED IN A ROOM THAT IS NOT A MECHANICAL ROOM, PROVIDE A

GYPSUM BOARD PARTITION ENCLOSURE TO CONCEAL.)

11. DO NOT SUPPORT/HANG ITEMS FROM ROOF DECK, SUPPORT FROM JOISTS OR

TRUSSES.

12. PROVIDE TERMITE TREATMENT UNDER NEW AND PATCHED CONCRETE SLABS ON

GRADE.

REFERENCE SYMBOLS (ALL DISCIPLINES) REFERENCE SYMBOLS (ARCHITECTURAL)

TYPICAL PHASING GRAPHICS

ABBREVIATIONS GENERAL NOTES

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:2

A

M MB

MB

03/14/2024

G001JMO

GENERAL NOTES, SYMBOL

LEGEND AND ABBREVIATIONS

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

G001

SHELF/ MOP

HOLDER

SERVICE

FAUCET AND

CONTROLS

MOP BASIN

JANITOR CLOSETACCESSIBLE

URINAL

M A

X

WATER

CLOSET

PROVIDE

BLOCKING AS

REQUIRED

GRAB BAR

SINK/

LAVATORY

MIRROR AT

SINK/LAVATORY

T O

B O

T T

O M

O F

R

E F

L E

C T

IV

S

U R

F A

C E

TOILET PAPER DISPENSER

M

IN

SOAP OR

HAND SANITIZER

DISPENSER

PAPER TOWEL

DISPENSER

PLUMBING FIXTURES & ACCESSORIES NOTES:

1. VERIFY ALL PLACEMENT WITH PLAN, ELEVATION, AND

CURRENT CODES.

2. SEE SPECIFICATIONS FOR ACCESSORY MANUFACTURER

AND MODEL.

3. INSULATE ALL EXPOSED PIPES.

4. COORDINATE ALL FIXTURES WITH PLUMBING DRAWINGS

AND SPECIFICATIONS.

5. PROVIDE AND INSTALL NON-COMBUSTIBLE INTERNAL WALL

BLOCKING AS REQUIRED TO ACHIEVE SECURE ATTACHMENT

MEETING STRENGTH REQUIREMENTS OF APPLICABLE

CODES FOR ALL WALL MOUNTED ACCESSORIES.

6. ORIENT FLUSH LEVER AT TOILET TO THE OPEN SIDE OF THE

ROOM.

T O

D

IS

P E

N S

E R

O U

T L

T

(I N

S T

A L L A

T

IO

N

M

IN

A

B O

V E

G R

A B

B A

R

COAT

HOOK

S

T A

N D

A R

D

A

C C

E S

S

IB

L E

T O

T

P

F

B O

W L

T O

T O

P O

F R

E F

L E

C T

IV

S

R

F A

C E

" 3

FIRE

EXTINGUISHER

WALL HUNG

FIRE EXTINGUISHER

IN RECESSED

CABINET

M

A X

T O

S P

O

T L E

T

T O

S P

O

T L E

T

DRINKING FOUNTAINS

WITH BOTTLE FILLER

M

IN

M A

X

CANE

APRON

M

IN

C L E

A R

M

IN

11" MIN 6" MIN

8" MIN

2"

9"

EQ EQ

SHOWER AND

CONTROLS

SHOWER SEAT

M A

X

M

IN

WC1

ACCESSIBLE

WATER CLOSET

1'-6"

1'-0" 2'-0"

60" WIDE x 56"

DEEP CLEAR

FLOOR SPACE

WC2

WATER CLOSET

WALL OR TOILET

PARTITION WHERE

SHOWN IN PLAN

CENTER WC IN

ROOMS 36"

WIDE OR LESS

U1 ACCESSIBLE

URINAL

3'-0"

WALL OR TOILET

PARTITION WHERE

SHOWN IN PLAN

1'-6"

30" WIDE x 48"

DEEP CLEAR

FLOOR SPACE

30" WIDE x 48"

DEEP CLEAR

FLOOR SPACE

ACCESSIBLE

SINK

1'-6" HOLD

S1

GB36

GB42

TPD

SND

TPD

SND

SD

PTD

LOCATE

ACCESSORIES

IN FIELD WITH

OWNER

CH COAT HOOK

GBxx GRAB BAR (xx INDICATES LENGTH)

MIR MIRROR

PTD PAPER TOWEL DISPENSER

SCD SEAT COVER DISPENSER

SD SOAP DISPENSER

SHRS SHOWER SEAT

SND SANITARY NAPKIN DISPOSAL

TPD TOILET PAPER DISPENSER

TOILET ACCESSORIES ABBREVIATIONS:

SCD SCD

MIR

TLT1

ACCESSIBLE

TOILET ROOM

SEE PLANS

7'-6" MIN

S E

E P

L A

N S

REFER TO DRAWING S1 THIS

SHEET FOR ADDITIONAL

SINK DETAILS AND RELATED

TOILET ACCESSORIES

S1WC1

REFER TO DRAWING WC1 THIS

SHEET FOR ADDITIONAL

WATER CLOSET AND RELATED

TOILET ACCESSORIES DETAILS

NOTE THAT THIS IS A GENERIC

LAYOUT SHOWING FIXTURES,

ACCESSORIES, AND POSSIBLE

DOOR LOCATIONS. SEE FLOOR

PLANS FOR ACTUAL PLAN

LAYOUT WITH DIMENSIONS.

TOILET TYPE TLT1 - SEE

FLOOR PLANS FOR TOILET

TYPE DESIGNATIONS ON

DRAWING.

CLEAR FLOOR SPACE

REQUIREMENTS

SHOWN DASHED

TOILET ROOM AND ACCESSORY NOTES:

1. ENLARGED PLANS INDICATE DIMENSIONS, TOILET ACCESSORY LOCATIONS,

AND REQUIRED CLEARANCES TO BE MAINTAINED.

2. ENLARGED SINK TYPES (S1, S2, ETC) ARE KEYED ONTO ENLARGED FLOOR

PLANS.

3. REFER TO ENLARGED FLOOR PLAN SHEETS FOR EXACT TOILET ROOM

AND/OR FIXTURE ORIENTATION, DOOR LOCATION(S), ADJACENT WALL

CONSTRUCTION, AND ADDITIONAL EQUIPMENT ITEMS.

4. DIMENSIONS INDICATED HERE ARE TYPICAL, UNLESS DIMENSIONED

OTHERWISE ON FLOOR PLAN SHEETS OR INTERIOR ELEVATIONS.

5. DIMENSIONS SHOWN FOR ACCESSORIES AND EQUIPMENT ITEMS AND CLEAR

FLOOR SPACE ARE FROM FACE OF ROOM FINISH (SUCH AS TILE).

6. NOTE THAT DOORS CANNOT INFRINGE UPON OR SWING INTO THE REQUIRED

RECTANGULAR "CLEAR FLOOR SPACE" AREAS SHOWN ON ENLARGED PLANS.

7. PLUMBING FIXTURES SHOWN HERE ARE GENERIC - SEE PLUMBING

DRAWINGS FOR ACTUAL SCHEDULED FIXTURES.

8. ORIENT FLUSH LEVER AT TOILETS TO THE OPEN SIDE OF THE ROOM.

30" WIDE x 48"

DEEP CLEAR

FLOOR SPACE

48" WIDE x 30"

DEEP CLEAR

FLOOR SPACE

ACCESSIBLE

SINK

GENERIC SINK SHOWN HERE IN

COUNTERTOP. SEE PLUMBING

FIXTURE SCHEDULE FOR ACTUAL

FIXTURE TYPE.

S3

PTD

SD1

LOCATE

ACCESSORIES

IN FIELD WITH

OWNER

1'-6"

SEE

ELEVATION

4"

SHR3 ACCESSIBLE STANDARD ROLL-

IN TYPE SHOWER

60" WIDE x 30"

DEEP CLEAR

FLOOR SPACE

5'-0"

M

IN

IM

U

M

C

L E

A R

M

IN

CLEAR

5'-0"

CH 6"

CONTROLS

LOCATED 42" AFF

TO CENTERLINE

GB48GB24

2'-2"

EQ EQ

2'-8" MIN

18" MAX

TOILET PARTITIONURINAL

PARTITION

M

A X

2'-0" A

F F

WALL

BRACKET

DOOR

PILASTER

HEADRAIL

FBC-B 2020 1210.3.2

M

IN

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:2

A

M MB

MB

03/14/2024

G002JMO

TYPICAL TOILET ROOMS AND

MOUNTING HEIGHTS

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

G002

SCALE B

ACCESSORIES & PLUMBING FIXTURES

SCALE B

TOILET ROOM TYPICALS

SCALE B

TOILET PARTITION TYPICAL ELEVATIONS

SCALE OF FEET

4 0 4 8

SCALE B

PULL

8" 8"7

AUDIO/VISUAL

FIRE ALARM

EXIT SIGN WALL

SWITCH

WALL

PHONE

JACK

FIRE ALARM

PULL STATION

(GENERALLY

LOCATE UNDER

A/V ALARM)

W

IT

H O

W N

E R

C O

O R

D

IN

A T

E

8"

COMBINATION

POWER/SIGNAL/OUTLET

FOR WALL MOUNTED

TELEVISION OR

MONITOR

T.V./DATA/

PHONE

POWER

RECEPTACLES

LIGHT

SWITCHES

DOME

LIGHT

OCCUPANCY

SENSOR

CARD

READER

THERMOSTAT

" 5

POWER

DISCONNECT

REMOTE DOOR

RELEASE

"5

NIGHT

LIGHT

TV

D/V

TV E

E

ED/V

L L OS CR T DRLD/V

AREA OF

REFUGE

INTERCOM

M

IN

C L

E A

R

LOCATE ROOM

IDENTIFICATION

SIGN ON LATCH

SIDE OF DOOR

D

IM

E N

S

IO

N S

S E

E C

O D

E S

IG

N

A G

A D

A D

E T

A

IL

S F

O R

9"

SIGN

MEN

CORRESPONDING GRADE II BRAILLE. 1/10"

WITHIN CELL. 2/10" BETWEEN CELLS, 1/40"

MIN. RAISE ABOVE THE BACKGROUND.

WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR, CLEAR OF DOOR SWING.

WOMEN

H

IG

H E

S T

L

IN

E O

F T

E X

T

M

A X

T O

B O

T T

O M

O F

O F

L O

W E

S T

L

IN

E O

F T

E X

T

M

IN

T O

B O

T T

O M

ROOM

NAME

NUMBER

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:2

A

M MB

MB

03/14/2024

G003JMO

TYPICAL MOUNTING HEIGHTS

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

G003

SCALE B

ELECTRICAL CONTROL DEVICES

SCALE B

SPACE SIGNAGE

NO SCALE

CODE SIGNAGE ADA DETAILS

SCALE OF FEET

4 0 4 8

SCALE B

10. FIRE AND SMOKE PROTECTION FEATURES

2. AUTHORITIES HAVING JURISDICTION

12. MEANS OF EGRESS

MINIMUM NUMBER OF EXITS REQUIRED

IBC - 1017.2

IEBC - 804.4.1.1(2)

BUILDING - TABLE 1020.2

200 FEET

75 FEET

44 INCHES REQUIRED / 56 INCHES PROVIDED

NOT APPLICABLE

1 REQUIRED - 2 PROVIDED IEBC - 804.4.1.1(2)

MAXIMUM TRAVEL DISTANCE TO EXIT

MAXIMUM COMMON PATH OF TRAVEL

MINIMUM EGRESS WIDTH

CORRIDORS

STAIRS

BUILDING - SECTION 1008REQUIRED AND PROVIDEDEMERGENCY LIGHTING OF EGRESS

11. FIRE PROTECTION SYSTEMS

FIRE SPRINKLERS

IEBC - 803.3 AND IBC - 905.3

IBC - 906.1

IEBC - 803.4.1

NOT REQUIRED AND NOT PROVIDED

MINIMUM ABC AT 75' MAXIMUM TRAVEL DISTANCE

NOT REQUIRED AND NOT PROVIDED IEBC - 803.2 AND IBC - 903.2

STANDPIPES

PORTABLE FIRE EXTINGUISHERS

FIRE ALARM AND DETECTION NOT REQUIRED AND NOT PROVIDED

13. PLUMBING FIXTURES

NFPA 101, 39.2.6.2

NFPA 101, 39.2.5.3

NFPA 101, 7.3.4.1

200 FEET

75 FEET

2 REQUIRED - 2 PROVIDED NFPA 101, 39.2.4.1

NFPA 101, 39.2.9.1NOT REQUIRED AND PROVIDED

NFPA 101, 9.9 AND 39.3.5/NFPA 10

NFPA 101, 39.3.4 AND 40.3.4

MINIMUM ABC AT 75' MAXIMUM TRAVEL DISTANCE

NFPA 101, 39.3.5 AND 40.3.5

NOT REQUIRED AND NOT PROVIDED

NFPA 101, 39.3.5 AND 40.3.5

YES

BUILDING CODE AUTHORITY: NATIONAL PARK SERVICE

FIRE CODE AUTHORITY: NATIONAL PARK SERVICE

1. THE INTENDED USE OF THE BUILDING IS BASED ON INFORMATION FROM THE OWNER.

2. THE INTENDED USE OF THE BUILDING IS BUSINESS (B) AND FACTORY (F-1).

3. THE RENOVATION WORK AREA FOR THE PROJECT IS BUSINESS (B).

4. ALL DEMOLITION AND CONSTRUCTION INVOLVED TO COMPLETE THIS PROJECT SHALL CONFORM TO ALL

APPLICABLE CODES.

5. EXISTING RESTROOM PLUMBING FIXTURE COUNT IS BEING MAINTAINED. CHANGES TO LAYOUT ARE TO PROVIDE

ACCESSIBILITY. ONE (1) LAVATORY HAS BEEN ADDED TO THE ACCESSIBLE TOILET STALL. EXISTING WATER

CLOSET AND URINAL COUNT REMAIN UNCHANGED, AS PERMITTED BY IEBC - 808.

6. MEANS OF EGRESS REQUIREMENTS ARE LISTED FOR THE WORK AREA, PER IEBC - 804.1. EXISTING AREAS

OUTSIDE OF THE WORK AREA ARE TO REMAIN UNCHANGED, WHERE APPROVED BY THE AHJ.

3. APPLICABLE CODES & STANDARDS

ARCHITECTURAL

INTERNATIONAL BUILDING CODE (IBC) (2024)

INTERNATIONAL EXISTING BUILDING CODE (IEBC) (2024)

ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS (2015)

INTERNATIONAL ENERGY CONSERVATION CODE (IECC) (2021)

INTERNATIONAL FIRE CODE (IFC) (2024)

NFPA 101 (2024)

MECHANICAL / PLUMBING / ELECTRICAL

REFER TO EACH DISCIPLINE'S SHEETS FOR LIST OF APPLICABLE CODES

1. PROJECT SUMMARY

THE PROPOSED PROJECT IS LOCATED WITHIN AN EXISTING NON-SPRINKLERED ONE STORY 4,307 GROSS SQUARE FOOT BUILDING WITH A 997 GROSS SQUARE FOOT MECHANICAL MEZZANINE SPACE. THE PROJECT CONSISTS OF A LEVEL 2 ALTERATION TO 2,415 SQUARE FEET FOR BUSINESS USE. THE EXISTING BUILDING INCLUDES UNSEPARATED

MIXED OCCUPANCIES, BUSINESS (B) AND FACTORY (F-1).

4. CLASSIFICATION OF THE WORK

BUILDING CODE CLASSIFICATION OF THE WORK:

EXISTING BUILDING ALTERATION LEVEL 2 (IEBC CHAPTER 8): WORK AREA CONTAINING RECONFIGURED SPACE IS < 50%

OF BUILDING AREA (IEBC 603.1).

EXISTING BUILDING CODE REQUIREMENTS:

ALTERATION LEVEL 2 SHALL COMPLY WITH IEBC CHAPTERS 7 AND 8.

LIFE SAFETY CODE CLASSIFICATION OF THE WORK:

EXISTING BUSINESS OCCUPANCY SHALL COMPLY WITH NFPA 101, CHAPTER 39

INDUSTRIAL OCCUPANCIES SHALL COMPLY WITH NFPA 101, CHAPTER 40

BUILDING RENOVATION SHALL COMPLY WITH NFPA 101, CHAPTER 43.4

7. OCCUPANCY AND HAZARD OF CONTENTS CLASSIFICATION

BUILDING USE AND OCCUPANCY:

THE BUILDING CONTAINS MORE THAN 1 OCCUPANCY GROUP

THE BUILDING OCCUPANCIES ARE BUSINESS GROUP B AND FACTORY GROUP F-1 (IBC - 304.1 AND 306.2)

MIXED USE AND OCCUPANCY:

THE MULTIPLE BUILDING OCCUPANCIES ARE NON-SEPARATED OCCUPANCIES (IBC 508.3)

Multiple occupancies need not be separated when the most restrictive provision of area, height, and fire protection are applied for any relevant occupancies to the whole building. All other code provisions apply individually to each of the non-separated occupancies.

INTERNATIONAL BUILDING CODE

BUILDING USE AND OCCUPANCY:

THE BUILDING CONTAINS MORE THAN 1 OCCUPANCY GROUP

THE BUILDING OCCUPANCIES ARE EXISTING BUSINESS AND INDUSTRIAL (NFPA 101 6.1.11, 6.1.12, AND CHAPTERS 39 AND 40)

MIXED USE AND OCCUPANCY:

THE MULTIPLE BUILDING OCCUPANCIES ARE MIXED (NFPA 101 6.1.14.3)

Multiple occupancies need not be separated when the most restrictive requirements of the occupancies involved are applied. All other code provisions apply individually to each of the non-separated occupancies.

HAZARD OF CONTENTS:

THE CLASSIFICATION OF HAZARD OF CONTENTS IS ORDINARY HAZARD (NFPA 101 6.2)

NFPA 101 LIFE SAFETY CODE

8. TYPE OF CONSTRUCTION

THE TYPE OF CONSTRUCTION IS V-B (IBC - 602)

BUILDING ELEMENT HOURLY RATING

PRIMARY STRUCTURAL FRAME 0

BEARING WALLS, EXTERIOR SEE BELOW

BEARING WALLS, INTERIOR 0

NONBEARING WALLS, EXTERIOR SEE BELOW

NONBEARING WALLS, INTERIOR 0

FLOOR CONSTRUCTION 0

ROOF CONSTRUCTION 0

EXTERIOR WALLS (IBC - 705.5)

FIRE SEPARATION DISTANCE HOURLY RATING

X < 5' 1 (B) / 2 (F-1) 5' < X < 10' 1 (B) / 1 (F-1) 10' < X < 30' 0 (B) / 0 (F-1) X > 30' 0 (B) / 0 (F-1)

EXISTING FIRE SEPARATION DISTANCES

NORTH WALL > 10'

EAST WALL 5' < X < 10' (+/- 9'-0")

SOUTH WALL > 30'

WEST WALL > 30'

INTERNATIONAL BUILDING CODE

9. BUILDING HEIGHT AND AREA

BUILDING HEIGHT (504.3)

ALLOWABLE: 40' (B AND F)

ACTUAL: 24'-6" (UNCHANGED)

NUMBER OF STORIES ABOVE GRADE (504.4)

ALLOWABLE: 1 (F-1)

ACTUAL: 1 (UNCHANGED)

BUILDING AREA (506)

ALLOWABLE, UNDER ROOF PER FLOOR: 8,500 GSF (F-1)

ACTUAL, UNDER ROOF PER FLOOR: 4,307 GSF (UNCHANGED)

TOTAL BUILDING AREA, ALL FLOORS: 4,307 GSF (UNCHANGED)

INTERNATIONAL BUILDING CODE

REFERENCE PROJECT COMPLIES?NFPA 101REFERENCEIEBC AND IBC

NOT APPLICABLERAMPS, MEANS OF EGRESS

NOT APPLICABLERAMPS

YES

YES

YES

YES

YES

36 INCHES REQUIRED / 56 INCHES PROVIDED

MAXIMUM DEAD END CORRIDOR IEBC - 804.735 FEET NFPA 101, 39.2.5.250 FEET

NOT APPLICABLE

NOT REQUIRED AND NOT PROVIDED

NOT REQUIRED AND NOT PROVIDED

PROJECT COMPLIES?6. OCCUPANT LOAD CALCULATIONS

EXISTING EXTERIOR WALLS (IEBC CHAPTER 8)

NO SPECIAL REQUIREMENTS PER IEBC CHAPTER 8.

THE FIRE SEPARATION DISTANCE IS +/- 9'-0" AT THE EAST WALL. THIS CONDITION IS EXISTING AND UNCHANGED.

EXISTING EXTERIOR EAST WALL FIRE RESISTANCE RATING SHALL BE MAINTAINED.

EXISTING UNPROTECTED EXTERIOR OPENINGS SHALL REMAIN UNCHANGED.

FIRE WALLS (IEBC CHAPTER 8 AND IBC 706)

NO NEW OR EXISTING FIRE WALLS IN PROJECT.

FIRE BARRIERS (IEBC CHAPTER 8 AND IBC 707)

NO NEW OR EXISTING FIRE BARRIERS IN PROJECT.

FIRE PARTITIONS (IEBC CHAPTER 8 AND IBC 708)

CORRIDORS 0 HOUR - CORRIDOR SERVES LESS THAN 30 OCCUPANTS (IBC 1020.2)

SMOKE BARRIERS (IEBC CHAPTER 8 AND IBC 709)

NO NEW OR EXISTING SMOKE BARRIERS IN PROJECT.

SMOKE PARTITIONS (IEBC CHAPTER 8 AND IBC 710)

NO NEW OR EXISTING SMOKE PARTITIONS IN PROJECT.

FLOOR AND ROOF ASSEMBLIES (IEBC CHAPTER 8 AND IBC 711.3)

FIRE RESISTANCE RATED (YES/NO) NO

SUPPORTING CONSTRUCTION SEE SECTION 8 ABOVE

SEPARATED OCCUPANCIES NOT APPLICABLE

FIRE AREAS NOT APPLICABLE

SMOKE COMPARTMENTS NOT APPLICABLE

INCIDENTAL USES NOT APPLICABLE

VERTICAL OPENING ENCLOSURE (IEBC CHAPTER 8 AND IBC 712.1.11)

MEZZANINE NO ENCLOSURE REQUIRED (IEBC 802.2.1, EXCEPTION 3.1)

PENETRATIONS THROUGH RATED ASSEMBLIES (IEBC CHAPTER 8 AND IBC 714)

NOT APPLICABLE

FIRE RESISTANT JOINT SYSTEMS (IBC 715)

NOT APPLICABLE

FIRE CODE COMPARISON:

OCCUPANCY SEPARATION (101, TABLE 6.1.14.4.1b) PROJECT USES MIXED OCCUPANCIES PER 101, 6.1.14.3.2 (SAME AS BLDG CODE)

CORRIDORS (101, 39.3.6) NO REQUIREMENTS (SAME AS BLDG CODE)

VERTICAL OPENINGS - SHAFTS (101, 8.6.4 and 8.6.5) NOT APPLICABLE VERTICAL OPENINGS - MEZZANINE (101, 8.6.10) NO SEPARATION OR ENCLOSURE REQUIREMENTS (SAME AS BLDG CODE)

REFERENCE PROJECT COMPLIES?NFPA 101REFERENCEIEBC AND IBC

5. GENERAL PROJECT NOTES

1. CALCULATED OCCUPANT LOAD = 27.12 ROUNDED UP TO NEAREST WHOLE NUMBER = 28 OCCUPANTS

YES

YES

YES

YES

YES

YES

YES

NOT APPLICABLE

NOT APPLICABLE

FIXTURE PLUMBING CODE REQUIREMENT

WATER CLOSETS 1 PER 25 FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINDER

CONFIRMATION OF PROJECT COMPLIANCECALCULATION

14/25 = .56 = 1 PER SEX

LAVATORIES 1 PER 40 FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINDER 14/40 = .35 = 1 PER SEX

WATERCLOSETS: REQUIRED: 1 PER SEX

PROVIDED: UNISEX = 2 (1 WC + 1 URINAL)

LAVATORIES: REQUIRED: 1 PER SEX

PROVIDED: UNISEX = 2

DRINKING FOUNTAINS 1 PER 100 OCCUPANTS 28/100 = .28 = 1 REQUIRED

BUILDING OCCUPANT LOAD = 28 PERSONS

SERVICE SINK 1 REQUIRED IN BUILDING N/A

PROJECT CONDITION

COMPLIES?

FOUNTAINS: REQUIRED: .28 = 1

PROVIDED: 2 (1 HIGH + 1 LOW + 1 BOTTLE FILLERS)

28/2 = 14 PER SEX

YES

YES

YES

SHOWERS / BATHTUBS NOT REQUIRED N/A SHOWERS: REQUIRED: 0 PER SEX

PROVIDED: UNISEX = 1

YES

YESSERVICE SINKS: 1 EXISTING IN WOOD SHOP

(FIXTURE CALCULATIONS ARE BASED ON MOST RESTRICTIVE OCCUPANCY CRITERIA, BUSINESS (B). SEPARATE FACILITIES NOT REQUIRED PER IBC 403.2 EXCEPTION 6.)

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:2

A

M MB

MB

03/14/2024

G010JMO

CODE COMPLIANCE

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

G010

OCCUPANT LOAD SCHEDULE

LEVEL

FUNCTION OF SPACE (IBC

1004.5) AREA

OCCUPANT LOAD

FACTOR (IBC 1004.5)

OCCUPANT

LOAD

LEVEL 1 ACCESSORY EQUIPMENT 25 SF 300 SF 0.08

LEVEL 1 ACCESSORY MECHANICAL 106 SF 300 SF 0.35

LEVEL 1 ACCESSORY STORAGE 36 SF 300 SF 0.12

LEVEL 1 BUSINESS 2,070 SF 150 SF 13.80

LEVEL 1 INDUSTRIAL 1,277 SF 100 SF 12.77

3,512 SF 27.12

15. ENERGY EFFICIENCY - COMMERCIAL14. INTERIOR FINISHES

WALL AND CEILING FINISHES (IBC TABLE 803.13)

CLASS A = FLAME SPREAD 0-25, SMOKE DEVELOPED 0-450

CLASS B = FLAME SPREAD 26-75, SMOKE DEVELOPED 0-450

CLASS C = FLAME SPREAD 76-200, SMOKE DEVELOPED 0-450

GROUP: B

SPRINKLERED: NO

SPACE CLASS REQUIRED CLASS SPECIFIED

INTERIOR EXITS A A

CORRIDORS AND EXIT ACCESS B B

ROOMS AND SPACES C C

GROUP: F-1

NO NEW FINISHES IN THE F-1 AREA OF THE BUILDING.

CLIMATE ZONE: 3A

COMPLIANCE PATH: PERFORMANCE

OPAQUE THERMAL ENVELOPE ASSEMBLIES (C402.2, PRESCRIPTIVE)

ELEMENT REQUIRED PROVIDED

ROOF, INSULATION IN ATTIC NA* EXISTING TO REMAIN

WALLS, MASS NA* EXISTING TO REMAIN

WALLS, BELOW GRADE NA* EXISTING TO REMAIN

FLOORS, JOIST/FRAMING NA* EXISTING TO REMAIN

FLOORS, SLAB ON GRADE NA* EXISTING TO REMAIN

DOORS, OPAQUE NA* EXISTING TO REMAIN

* PROJECT FOLLOWS PERFORMANCE ENERGY MODEL PATH, NO PRESCRIPTIVE REQUIREMENT

FENESTRATION (C402.4, PRESCRIPTIVE)

ELEMENT REQUIRED PROVIDED

U-FACTOR

FIXED NA* 0.50

OPERABLE NA* 0.65

ENTRANCE DOORS NA* 0.83

SHGC

SOUTH, EAST, WEST NA* 0.25

NORTH NA* 0.33

SKYLIGHTS

U-FACTOR NA* NO SKYLIGHTS

SHGC NA* NO SKYLIGHTS

MAXIMUM AREA, VERTICAL NA*

MAXIMUM AREA, SKYLIGHTS NA*

* PROJECT FOLLOWS PERFORMANCE ENERGY MODEL PATH, NO PRESCRIPTIVE REQUIREMENT

FLOOR FINISHES (IBC 804.4.2)

CLASS I = MINIMUM CRITICAL RADIANT FLUX 0.45 WATTS/CM2

CLASS II = MINIMUM CRITICAL RADIANT FLUX 0.22 WATTS/CM2

GROUP: B

SPRINKLERED: NO

CLASS REQUIRED CLASS SPECIFIED

II II

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:2

A

M MB

MB

03/14/2024

G011JMO

CODE COMPLIANCE

NPS - NATCHEZ MAINTENANCE

G011

UP

TOTAL EXIT ACCESS TRAVEL DISTANCE

(Two distinct paths to exit available.)

Maximum: 200'

EGRESS WIDTH PROVIDED

(INCHES, xx")

EGRESS CAPACITY PROVIDED

(PERSONS)

EGRESS CAPACITY UTILIZED

(PERSONS)

COMMON PATH OF EGRESS

TRAVEL DISTANCE

(Portion of exit access travel distance prior to having two distinct paths to exit) Maximum: 100' (B), 75' (F-1)

GENERAL NOTE:

PROVIDE TACTILE EXIT SIGNAGE AT EACH REQUIRED EXIT DOOR.

CITATION REFERENCE: IBC (2021) 1013.4, & NFPA 101 (2018) 7.10.1.3.

PLAN LEGEND

FIRE EXTINGUISHER CABINET

(MOUNT WITH CENTER OF CABINET 36"

ABOVE FINISH FLOOR)

E

F.E.C.

LIGHTED EXIT SIGN WITH BATTERY BACK-UP

(SEE ELECTRICAL)

EXIT

D EXIT DISCHARGE

WALL-MOUNTED FIRE EXTINGUISHER

(MOUNT WITH TOP OF HANDLE 48"

ABOVE FINISH FLOOR)

0 0

F.E.

Distance: x'-x"

Total

Distance: x'-x"

Common

2,070 SF

BUSINESS

106 SF

ACCESSORY

MECHANICAL

AREA LEGEND

ACCESSORY EQUIPMENT

ACCESSORY MECHANICAL

ACCESSORY STORAGE

BUSINESS

INDUSTRIAL

1,277 SF

INDUSTRIAL

NO WORK THIS AREA

TRAINING

ROOM

OFFICE

OFFICE

CORRIDOR

C01

KITCHEN

LOCKERS

UNISEX

TOILET

TELECOM

TR01

Distance: 54' - 2"

Common

Distance: 79' - 11"

Common

F.E.

F .E

.C

F.E.

F.E.C.

EXISTING

EXISTING

33 165

33 165

33 165

E

E

25 SF

ACCESSORY

EQUIPMENT

36 SF

ACCESSORY

STORAGE

WOOD SHOP

SCALE AG101

2 LEVEL 1 LIFE SAFETY PLAN

OCCUPANT LOAD SCHEDULE

LEVEL

FUNCTION OF SPACE (IBC

1004.5) AREA

OCCUPANT LOAD

FACTOR (IBC 1004.5)

OCCUPANT

LOAD

LEVEL 1 ACCESSORY EQUIPMENT 25 SF 300 SF 0.08

LEVEL 1 ACCESSORY MECHANICAL 106 SF 300 SF 0.35

LEVEL 1 ACCESSORY STORAGE 36 SF 300 SF 0.12

LEVEL 1 BUSINESS 2,070 SF 150 SF 13.80

LEVEL 1 INDUSTRIAL 1,277 SF 100 SF 12.77

3,512 SF 27.12

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:2

A

M MB

MB

03/14/2024

G101JMO

LIFE SAFETY PLAN

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

G101

SCALE A 8 0 8 16

1/8" = 1'-0"

DEMOLITION PLAN SHEET NOTES

1. REFER TO DEMOLITION DOCUMENTS FROM ALL DISCIPLINES.

2. REFER TO SPECIFICATIONS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

3. COORDINATE DEMOLITION WORK AND REQUIRED SHUTDOWNS WITH OWNER,

PROVIDE 72 HOURS NOTIFICATION MINIMUM.

4. PROVIDE CONSTRUCTION BARRIERS PRIOR TO DEMOLITION. COORDINATE WITH

OWNER AND ARCHITECT.

5. RESTORE ANY DISTURBANCE OR DAMAGE TO EXISTING FACILITY UTILITIES

RESULTING DIRECTLY OR INDIRECTLY FROM THE OPERATION OF THIS CONTRACT.

6. MAINTAIN ACCESS TO AND FROM EXISTING EMERGENCY EGRESSES AND FIRE LANES.

7. COORDINATE MATERIAL AND EQUIPMENT SALVAGE WITH OWNER. DISPOSE OF

REMAINING MATERIAL AND EQUIPMENT.

8. PRIOR TO BID, VISIT THE SITE TO SURVEY THE EXTENT OF REMOVAL REQUIRED.

9. CONDUCT EXPLORATORY INVESTIGATION INTO AREAS SCHEDULED FOR DEMOLITION

PRIOR TO REMOVAL AND CONTACT OWNER AND ARCHITECT IMMEDIATELY IF

HAZARDOUS MATERIALS ARE UNCOVERED.

10. REMOVE ELEMENTS AS INDICATED. TYPICAL WALL REMOVAL INCLUDES FINISHES AND

MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS WITHIN THE WALL. REMOVE

DOORS, CASEWORK, WINDOWS, FRAMES, AND FIXTURES. REMOVE MECHANICAL,

ELECTRICAL, AND PLUMBING ELEMENTS INDICATED.

11. PATCH EXISTING SURFACES WHERE ELEMENTS ARE REMOVED AND NEW FINISHES

ARE REQUIRED.

12. CUT AND PATCH EXISTING WALLS AS REQUIRED TO INSTALL NEW MECHANICAL,

ELECTRICAL, AND PLUMBING ELEMENTS INDICATED.

13. CUT AND PATCH EXISTING FLOORS AS REQUIRED TO INSTALL NEW MECHANICAL,

ELECTRICAL, AND PLUMBING ELEMENTS INDICATED.

14. TREATMENT OF EXISTING FLOORS AND WALL BASE:

A. REMOVE EXISTING FINISH FLOORING AND WALL BASE IN AREAS SHOWN TO

RECEIVE NEW FINISH FLOORING AND WALL BALL BASE.

B. PATCH AND FLOAT EXISTING FLOORS LEVEL TO RECEIVE NEW FINISH

15. TREATMENT OF EXISTING WALLS AND CEILINGS:

A. REMOVE EXISTING SIGNS, VISUAL DISPLAY BOARDS, WALL COVERINGS, AND

OTHER ITEMS AND FINISHES ATTACHED TO EXISTING TO REMAIN SURFACES.

B. PREPARE SURFACES TO RECEIVE NEW FINISH INDICATED

16. OWNER SALVAGE RIGHTS: REFER ALSO TO DEMOLITION SPECIFICATION. PRIOR TO

THE START OF DEMOLITION CONDUCT A MEETING WITH THE OWNER TO IDENTIFY

ELEMENTS TO REMOVE AND SALVAGE. ELEMENTS TO SALVAGE INCLUDE:

A. FIXTURES

B. FURNISHINGS

C. OFFICE EQUIPMENT

D. APPLIANCES

LEVEL 1

0"

ROOF

12'-0"

D01

D02D02

D10

D11

D11

D12

D13

D11 D11

LEVEL 1

0"

ROOF

12'-0"

D10

D11

D11

AD101

AD101

NO WORK THIS AREA

AD101

AD101

D01

D06

D03 D04

D03 D04

D03 D04

D03 D04

D03

D04

D03

D04

D03

D04

D05

D07

D08

D01

D02D02

LEVEL 1

0"

ROOF

12'-0"

D11

D11

D12

LEVEL 1

0"

ROOF

12'-0"

D11

D11

D12

KEYNOTE LEGEND

D01 REMOVE OVERHEAD DOOR AND METAL PERIMETER FRAME

COMPLETE.

D02 REMOVE PIPE BOLLARD.

D03 REMOVE FLOORING, WALL BASE COMPLETE.

D04 REMOVE CEILING AND FIXTURES COMPLETE.

D05 REMOVE WATER COOLER AND BOTTLE FILLER.

D06 REMOVE CABINETS COMPLETE.

D07 REMOVE TOILET FIXTURES AND ACCESSORIES.

D08 REMOVE SLAB AS REQUIRED FOR DEMO AND INSTALL OF

UNDERSLAB PIPING. AREA SHOWN SHADED.

D10 REMOVE ROOFING TO EXPOSE DECK. REPLACE DAMAGED

ROOF DECK IN KIND.

D11 REMOVE ROOF EDGE TRIM, FASCIA AND SUBFASCIA,

SOFFITS, BIRD BOXES, GUTTERS AND DOWNSPOUTS.

D12 REMOVE WOOD TRIM AT PORCH SOFFIT.

D13 REMOVE WOOD SIDING AT PORCH GABLE. REMOVE

WEATHER BARRIER TO EXPOSE SHEATHING. REPLACE

DAMAGED SHEATHING IN KIND.

SCALE AAD101

2 DEMO SOUTH ELEVATION

SCALE AAD101

4 DEMO NORTH ELEVATION

SCALE AAD101

1 LEVEL 1 DEMOLITION PLAN

SCALE AAD101

3 DEMO WEST ELEVATION

SCALE AAD101

5 DEMO EAST ELEVATION

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:2

A

M MB

MB

03/14/2024

AD101JMO

DEMOLITION PLAN AND

ELEVATIONS

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

AD101

NO WORK THIS AREA

D11

D11

D12

D04

D04

D04

D04

D04

D04

D04

DEMOLITION PLAN SHEET NOTES

1. REFER TO DEMOLITION DOCUMENTS FROM ALL DISCIPLINES.

2. REFER TO SPECIFICATIONS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

3. COORDINATE DEMOLITION WORK AND REQUIRED SHUTDOWNS WITH OWNER,

PROVIDE 72 HOURS NOTIFICATION MINIMUM.

4. PROVIDE CONSTRUCTION BARRIERS PRIOR TO DEMOLITION. COORDINATE WITH

OWNER AND ARCHITECT.

5. RESTORE ANY DISTURBANCE OR DAMAGE TO EXISTING FACILITY UTILITIES

RESULTING DIRECTLY OR INDIRECTLY FROM THE OPERATION OF THIS CONTRACT.

6. MAINTAIN ACCESS TO AND FROM EXISTING EMERGENCY EGRESSES AND FIRE LANES.

7. COORDINATE MATERIAL AND EQUIPMENT SALVAGE WITH OWNER. DISPOSE OF

REMAINING MATERIAL AND EQUIPMENT.

8. PRIOR TO BID, VISIT THE SITE TO SURVEY THE EXTENT OF REMOVAL REQUIRED.

9. CONDUCT EXPLORATORY INVESTIGATION INTO AREAS SCHEDULED FOR DEMOLITION

PRIOR TO REMOVAL AND CONTACT OWNER AND ARCHITECT IMMEDIATELY IF

HAZARDOUS MATERIALS ARE UNCOVERED.

10. REMOVE ELEMENTS AS INDICATED. TYPICAL WALL REMOVAL INCLUDES FINISHES AND

MECHANICAL, PLUMBING, AND ELECTRICAL SYSTEMS WITHIN THE WALL. REMOVE

DOORS, CASEWORK, WINDOWS, FRAMES, AND FIXTURES. REMOVE MECHANICAL,

ELECTRICAL, AND PLUMBING ELEMENTS INDICATED.

11. PATCH EXISTING SURFACES WHERE ELEMENTS ARE REMOVED AND NEW FINISHES

ARE REQUIRED.

12. CUT AND PATCH EXISTING WALLS AS REQUIRED TO INSTALL NEW MECHANICAL,

ELECTRICAL, AND PLUMBING ELEMENTS INDICATED.

13. CUT AND PATCH EXISTING FLOORS AS REQUIRED TO INSTALL NEW MECHANICAL,

ELECTRICAL, AND PLUMBING ELEMENTS INDICATED.

14. TREATMENT OF EXISTING FLOORS AND WALL BASE:

A. REMOVE EXISTING FINISH FLOORING AND WALL BASE IN AREAS SHOWN TO

RECEIVE NEW FINISH FLOORING AND WALL BALL BASE.

B. PATCH AND FLOAT EXISTING FLOORS LEVEL TO RECEIVE NEW FINISH

15. TREATMENT OF EXISTING WALLS AND CEILINGS:

A. REMOVE EXISTING SIGNS, VISUAL DISPLAY BOARDS, WALL COVERINGS, AND

OTHER ITEMS AND FINISHES ATTACHED TO EXISTING TO REMAIN SURFACES.

B. PREPARE SURFACES TO RECEIVE NEW FINISH INDICATED

16. OWNER SALVAGE RIGHTS: REFER ALSO TO DEMOLITION SPECIFICATION. PRIOR TO

THE START OF DEMOLITION CONDUCT A MEETING WITH THE OWNER TO IDENTIFY

ELEMENTS TO REMOVE AND SALVAGE. ELEMENTS TO SALVAGE INCLUDE:

A. FIXTURES

B. FURNISHINGS

C. OFFICE EQUIPMENT

D. APPLIANCES

D04

N O

W O

R K

T H

IS

A

R E

A

REMOVE LOW

GUARD WALL

SCALE AAD121

1 LEVEL 1 DEMOLITION CEILING PLAN

KEYNOTE LEGEND

D04 REMOVE CEILING AND FIXTURES COMPLETE.

D11 REMOVE ROOF EDGE TRIM, FASCIA AND SUBFASCIA, SOFFITS, BIRD BOXES,

GUTTERS AND DOWNSPOUTS.

D12 REMOVE WOOD TRIM AT PORCH SOFFIT.

SCALE AAD121

2 MEZZANINE DEMOLITION PLAN

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:2

A

M MB

MB

03/14/2024

AD121JMO

CEILING DEMOLITION PLAN

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

AD121

FLOOR PLAN SHEET NOTES

1. PROVIDE CONCRETE SPLASH BLOCKS AT ALL

DOWNSPOUTS.

A210

A210

OFFICE

OFFICE

TRAINING

ROOM

TELECOM

TR01

PANTRY

A101

A101

A101

A101

KITCHEN

LOCKERS

106UNISEX TOILET

NO WORK THIS AREA

WASHER

A300

LED MONITOR LED MONITOR

NEW STOREFRONT

WINDOWS, SILLS

AND CMU INFILL

A210

A210

NEW CONCRETE PAD

NEW SILLNEW SILL

NEW SILL

NEW SILL NEW SILL

LEVEL 1

0"

ROOF

12'-0"

A210

A210

A03

A04

A01

A02

A04

A05

A06PAINT DOOR

AND FRAME

A06

PRESSURE WASH EXTERIOR CMU AND

APPLY CLEAR WATER REPELLENT TO

NEW AND EXISTING CMU CONSTRUCTION,

TYP. ALL SIDES OF BUILDING

ALL NEW CEMENTITOUS SIDING,

PANELING AND TRIM SHALL BE BY

JAMES HARDIE INDUSTRIES, OR EQUAL

STRIP, REPAIR AND REPAINT ALL

EXISTING EXTERIOR ATTIC LOUVERS

LEVEL 1

0"

ROOF

12'-0"

A210

A210

A03

A04

A04

PROVIDE BACKER ROD AND

SEALANT AROUND EVERY EXTERIOR

WALL PENETRATION, TYP.

LEVEL 1

0"

ROOF

12'-0"

A03

A04

A04

A02

PAINT DOOR

AND FRAME2

A210

A210

LEVEL 1

0"

ROOF

12'-0"

A04

A03

A04

A02

PAINT DOOR

AND FRAME 2

A210

A210

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:2

A

M MB

MB

03/14/2024

A101JMO

FLOOR PLAN AND ELEVATIONS

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

A101

KEYNOTE LEGEND

A01 NEW CEMENTITIOUS PLANK SIDING ON NEW

WEATHER BARRIER.

A02 NEW CEMENTITIOUS TRIM AND PANEL AT

SOFFIT.

A03 NEW ROOFING ON NEW UNDERLAYMENT.

A04 NEW ROOF EDGE TRIM, FASCIA AND

SUBFASCIA, SOFFITS, BIRD BOXES, GUTTERS

AND DOWNSPOUTS.

A05 NEW ALUMINUM STOREFRONT WINDOWS.

A06 NEW CMU INFILL TO MATCH EXISTING.

SCALE AA101

1 LEVEL 1 FLOOR PLAN

SCALE AA101

2 SOUTH ELEVATION - NEW WORK

SCALE AA101

4 NORTH ELEVATION - NEW WORK

SCALE AA101

3 WEST ELEVATION - NEW WORK

SCALE AA101

5 EAST ELEVATION - NEW WORK

A3D

C2DC2D

C2D

C2D

A300

TRAINING

ROOM

OFFICE

NO WORK THIS AREA

.1

.1

.1

T R

.1

108.2

101.1

UNISEX TOILET

LOCKERS

KITCHEN

OFFICE

CORRIDOR

C01

TELECOM

TR01

ELECTRICAL

ROOM

WOOD SHOP

WASHER

107.1

108.1

C01.1

PANTRY

109.1

110.1

C2D

C2D

A3D

/8

ALIGN

21'-0" 31'-0"

SF01SF01SF01SF01

+/-5'-4"

8"

4'-0" 1'-4" 4'-0"

8"

2'-0" 4'-0" 1'-4" 4'-0" 1'-4"

4'-4" 5'-7"

/8

EQ EQ

PATCH EXISTING

CONCRETE FLOOR SLAB

WHERE REQUIRED TO

MAKE PLUMBING

MODIFICATIONS. SEE

DETAIL 3/A121

PARTITION PLAN SHEET NOTES

1. PROVIDE IN WALL BACKING FOR WALL MOUNTED ITEMS.

2. PARTITIONS NOT DIMENSIONED ARE GENERALLY LOCATED BY ONE OF

THE FOLLOWING CRITERIA:

A. CENTERLINE - CENTER OF PARTITION ALIGNS WITH A STRUCTURAL

GRIDLINE OR OBJECT CENTERLINE (SUCH AS WINDOW MULLION OR

COLUMN).

B. ALIGN - LOCATE PARTITION FLUSH WITH FACE OF GYPSUM BOARD OR

OTHER SURFACE INDICATED

C. MAINTAIN DIMENSIONS NOTED AS "MINIMUM" OR "CLEAR"

3. PROVIDE MINIMUM 1'-0" CLEAR AT PUSH SIDES OF DOORS AND 1'-6"

CLEAR AT PULL SIDES OF DOORS UNLESS INDICATED OTHERWISE.

4. MOUNT SINKS AND LAVATORIES WITH A MINIMUM OF 1'-3" FROM THE

CENTERLINE OF THE FIXTURE TO THE FINISH SURFACE OF ADJACENT

WALLS.

5. WHERE NEW PARTITIONS EXTEND OR ABUT EXISTING PARTITIONS, ALIGN

THE FINISH FACE OF THE NEW PARTITION WITH THE EXISTING PARTITION

AND PROVIDE A TRANSITION WITHOUT VISIBLE SEAMS OR JOINTS.

A210

A210

997 SF

MECHANICAL

MEZZANINE

N O

W O

R K

T H

IS

A

R E

A

A3D

A210

A210

PATCH EXISTING

PLYWOOD FLOOR IN

KIND FOR SOLID

FLOOR DECK

CONCRETE WITH 6X6-

W2.9XW2.9 WWR ON

VAPOR RETARDER ON

COMPACTED FILL

#3 X 2'-0" AT 24"OC

DRILL AND ADHESIVE

INTO EXISTING SLAB

WITH 6" EMBED

EXISTING CONCRETE

SLAB ON GRADE

VAPOR RETARDER, 6" LAP

SCALE AA121

1 LEVEL 1 PARTITION PLAN

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:3

A

M MB

MB

03/14/2024

A121JMO

PARTITION PLANS

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

A121

SCALE AA121

2 MEZZANINE PARTITION PLAN

SCALE EA121

3 CONCRETE SLAB PATCH DETAIL

SCALE A 8 0 8 16

1/8" = 1'-0"

SCALE E 1 0 1

1 1/2" = 1'-0"

CEILING PLAN SHEET NOTES

1. CEILING ELEMENTS (LIGHTS, GRILLS, ETC...) SHOWN FOR LOCATION AND

COORDINATION.

2. COORDINATE LOCATION, SIZE, AND REQUIREMENTS OF CEILING ELEMENTS WITH

M/E/P/F DOCUMENTS.

3. SUSPENDED TILE CEILING GRIDS SHALL BE SET WITH EITHER A FULL TILE OR A

GRID INTERSECTION OCCURRING AT THE CENTER OF THE CEILING EXPANSE SO

AS TO ACHIEVE TILES OF EQUAL WIDTH AT OPPOSING SIDES OF THE CEILING. NO

CEILING GRID CONFIGURATION SHALL RESULT IN A TILE AT ANY PERIMETER

EDGE OF LESS THAN 4 INCHES IN WIDTH.

4. IMMEDIATELY BRING DISCREPANCIES TO THE ARCHITECT'S ATTENTION.

5. IN ACOUSTICAL PANEL CEILINGS, CENTER CEILING ELEMENTS IN PANELS.

6. IN GYPSUM WALL BOARD CEILINGS ALIGN CEILING ELEMENTS WITH ADJACENT

CEILING ELEMENTS.

7. PROVIDE ACCESS PANELS IN NON-ACCESSIBLE CEILINGS (SUCH AS GYPSUM

BOARD) WHERE REQUIRED FOR ACCESS TO SERVICEABLE MECHANICAL,

ELECTRICAL, OR PLUMBING DEVICES. PROVIDE COORDINATED ACCESS PANEL

LOCATION SHOP DRAWING FOR REVIEW AND APPROVAL BY ARCHITECT PRIOR

TO INSTALLATION.

CEILING TAG HEIGHT AFF

2'x4' & 2'x2'

RECESSED

LIGHT FIXTURE

CEILING LEGEND

2'x2' CEILING GRID

GWB CEILING

RECESSED

DOWNLIGHTS

HVAC

TERMINALS

SUPPLY RETURN EXHAUST

CEILING FINISHAPC-1

9'-0"

A210

A210

NO WORK THIS AREA

APC1

7'-6"

APC1

7'-6"

GWB

7'-11 3/8"

APC1

7'-6"

APC1

7'-6" APC1

10'-4"

APC1

11'-8"

A210

A210

E Q

E Q

2'-6"

PROVIDE GWB CEILING ACCESS

PANEL TO SERVICE DAMPER

PAINT EXTERIOR SOFFIT

SCALE AA131

1 LEVEL 1 CEILING PLAN

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:3

A

M MB

MB

03/14/2024

A131JMO

CEILING PLAN

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

A131

ROOF PLAN SHEET NOTES

1. COORDINATE ALL EQUIPMENT SHOWN ON THE ROOF PLAN WITH

CONSTRUCTION DOCUMENTS ASSOCIATED WITH THEIR RESPECTIVE

DISCIPLINES.

A210

A210

A240

A240

A240

A240

A03

A03

A03 A04

A04

A210

A210

ALT. NO. 02

ALT. NO. 02

ALT. NO. 02

ALT. NO. 02

ALT. NO. 02

A240

A141

A141

A141

A141

A141

A240

A240

A240

A241

A241

1 x CEMENT FIBER TRIM

1 x 3 CEMENT FIBER TRIM

1 x 6 CEMENT FIBER TRIM

P.T. 2 x 8 WOOD SUBFASCIA

P.T. 1 x 4 WOOD SUBFASCIA

METAL CLEAT AND DRIP EDGE

FLASHING

ROOF SHINGLES ON SELF-

ADHERED SHEET

WATERPROOFING MEMBRANE ON

SHEATHING

SELF-ADHERED SHEET

WATERPROOFING MEMBRANE

STRIP FLASHING

METAL PANEL SOFFIT

5/4 x 8 CEMENT FIBER TRIM

SEALANT

CEMENT FIBER SIDING

AIR BARRIER

EXISTING SHEATHING

EXISTING GABLE END FRAMING

/4

ASPHALT SHINGLE ROOF W/ WOVEN

VALLEY SHINGLES

SELF-ADHERING UNDERLAYMENT

PREFORMED VALLEY FLASHING,

PER MANUFACTURER

BITUMINOUS SEALANT

FASTENER PER

MANUFACTURER

UNDERLAYMENT STRIPPING PLY

SET TOP SHINGLE TAB IN

BITUMINOUS SEALANT BED

MANUFACTURER

PER ROOFING

RIDGE VENT FASTENED TO ROOF

SHEATHING

CONTINUOUS RIDGE BLOCKING

FULLY ADHERED SHINGLE CAP

ASPHALT SHINGLE ROOFING ON

SELF-ADHERED UNDERLAYMENT

KEYNOTE LEGEND

A03 NEW ROOFING ON NEW UNDERLAYMENT.

A04 NEW ROOF EDGE TRIM, FASCIA AND SUBFASCIA, SOFFITS, BIRD BOXES,

GUTTERS AND DOWNSPOUTS.

SCALE AA141

1 ROOF PLAN

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:3

A

M MB

MB

03/14/2024

A141JMO

ROOF PLAN

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

A141

SCALE FA141

2 DETAIL - ROOF GABLE AT TRUSS (SHINGLES)

SCALE A 8 0 8 16

1/8" = 1'-0"

SCALE F 0 1

3" = 1'-0"

SCALE FA141

3 DETAIL - ROOF VALLEY

SCALE FA141

4 DETAIL - ROOF VENTED RIDGE

FINISH PLAN SHEET NOTES

1. AREAS SHOWN IN ROOM IDENTIFICATION TAGS ARE FOR ESTIMATING

PURPOSES ONLY. CONTRACTOR SHALL PERFORM THEIR OWN MATERIAL TAKE-

OFFS. DO NOT USE THESE AREAS FOR BIDDING.

2. REFER TO CUTTING AND PATCHING SPECIFICATION. MATCH, PATCH, AND

EXTEND EXISTING FINISHES TO PROVIDE SEAMLESS TRANSITION BETWEEN

NEW AND EXISTING.

3. PAINT ALL WALL SURFACES, DOOR FRAMES, SOFFITS, AND CEILINGS UNLESS

OTHERWISE INDICATED.

4. PAINT ALL MECHANICAL AND ELECTRICAL EQUIPMENT EXPOSED IN FINISHED

SPACES UNLESS OTHERWISE INDICATED.

5. PAINT AND COATING APPLICATION SUMMARY (MATCH SHEEN AND PAINT

PRODUCT TO SPEC)

A. INTERIOR GYPSUM BOARD WALLS, TYPICAL - I-OP (EGGSHELL LATEX)

B. INTERIOR GYPSUM BOARD CEILINGS, TYPICAL - I-OP (FLAT LATEX)

C. INTERIOR WOOD, OPAQUE - I-OP-MD-DT (SEMI-GLOSS ACRYLIC)

D. INTERIOR METALS - I-OP-MD-DT (SEMI-GLOSS ACRYLIC)

E. INTERIOR MEDIUM DUTY WALLS AND CEILINGS - I-OP-MD-WC (EGGSHELL

EPOXY). USE AT:

a. TOILET ROOMS

b. KITCHENS

F. INTERIOR LIGHT INDUSTRIAL COATINGS, WHERE INDICATED TO RECEIVE

EPOXY PAINT - SEE SPECIFICATION

G. EXTERIOR WOOD - E-OP (LATEX, SHEEN AS SPECIFIED)

H. EXTERIOR STEEL - ME-OP-3A (GLOSS ALKYD)

I. EXTERIOR GALVANIZED STEEL - MgE-OP-3A (GLOSS ALKYD)

6. REFER TO SHEET A300 FOR TYPICAL FINISH TRANSITION DETAILS.

7. THE TRANSITION OF DIFFERENT FLOORING MATERIALS AT A DOORWAY SHALL

OCCUR AT THE CENTERLINE OF DOOR UNLESS OTHERWISE INDICATED.

8. INSTALL FLOORING WALL TO WALL IN ROOMS INDICATED TO RECEIVE NEW

FLOORING. EXTEND BENEATH CASEWORK UNLESS OTHERWISE INDICATED.

CODE FINISH

APC ACOUSTIC PANEL CEILING

CG CORNER GUARD

CPT CARPET TILE

P PAINT

L HIGH PRESSURE LAMINATE

RB RESILIENT BASE

RF RESILIENT FLOORING

SCONC SEALED CONCRETE

SSM SOLID SURFACE MATERIAL

T TILE

WD WOOD

WS WINDOW SHADE

FINISH ABBREVIATIONS AND CODES

NO WORK THIS AREA

FLOOR:

BASE:

WALL:

1,071 SF

TRAINING

ROOM

CPT1

RB1

P1

FLOOR:

BASE:

WALL:

157 SF

OFFICE

CPT1

RB1

P1

FLOOR:

BASE:

WALL:

151 SF

OFFICE

CPT1

RB1

P1

FLOOR:

BASE:

WALL:

79 SF

LOCKERS

T1

T2

T2

FLOOR:

BASE:

WALL:

117 SF

UNISEX

TOILET

T1

T2

T2

FLOOR:

BASE:

WALL:

14 SF

WASHER

RF1

RB1

P1

FLOOR:

BASE:

WALL:

167 SF

KITCHEN

RF1

RB1

P1

FLOOR:

BASE:

WALL:

243 SF

CORRIDOR

C01

RF1

RB1

P1

FLOOR:

BASE:

WALL:

23 SF

TELECOM

TR01

RF1

RB1

P1

FLOOR:

BASE:

WALL:

109 SF

ELECTRICAL

ROOM

EXISTING

EXISTING

EXISTING

FLOOR:

BASE:

WALL:

16 SF

PANTRY

RF1

RB1

P1

T3 SHOWER FLOOR TILE

CPT2 WALK-OFF

CARPET TILE

CG1

CG1

SCALE AA161

1 LEVEL 1 FINISH PLAN

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:3

A

M MB

MB

03/14/2024

A161JMO

FINISH PLAN

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

A161

LEVEL 1

0"

MEZZANINE

9'-4"

ROOF

12'-0"

A210

A210

INSTALL OPAQUE FILM

AT EXISTING WINDOW

LEVEL 1

0"

MEZZANINE

9'-4"

ROOF

12'-0"

A210

A210

MECHANICAL

MEZZANINE

OFFICE

CORRIDOR

C01

KITCHEN

OFFICE

TRAINING

ROOM

CEILING

CEILING

NO WORK THIS AREA

NEW BATT INSULATION

AT BOTTOM OF

TRUSSES

PARTITION TO CLOSE

OFF FLOOR OF

MEZZANINE TO

BOTTOM OF TRUSSES

NEW GYPSUM BOARD

AT UNDERSIDE OF

TRUSS

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:3

A

M MB

MB

03/14/2024

A210JMO

BUILDING SECTIONS AND

PERSPECTIVES

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

A210

SCALE BA210

1 BUILDING SECTION

SCALE BA210

2 BUILDING SECTION

SCALE B 4 0 4 8

1/4" = 1'-0"

/4

ALT. NO. 02: REPLACE

DAMAGED SHEATHING IN KIND

5"

ALT. NO. 02: 1 x 4 CEMENT

FIBER TRIM

ALT. NO. 02: 1 x 2 CEMENT

FIBER TRIM

ALT. NO. 02: 1 x 6 CEMENT

FIBER TRIM

ALT. NO. 02: P.T. 2 x 8 WOOD

SUBFASCIA

ALT. NO. 02: P.T. 1 x 4 WOOD

SUBFASCIA

ALT. NO. 02: METAL DRIP CLEAT

AND EDGE FLASHING

ALT. NO. 02: ROOF SHINGLES ON

SELF-ADHERED SHEET

WATERPROOFING ON SHEATHING

ALT. NO. 02: SELF-ADHERED

SHEET WATERPROOFING STRIP

FLASHING

ALT. NO. 02: METAL GUTTER

ALT. NO. 02: METAL GUTTER

SUPPORT STRAPS

ALT. NO. 02: 1 x CEMENT FIBER TRIM

ALT. NO. 02: VENTED METAL PANEL SOFFIT

EXISTING FRAMING

EXISTING CMU WALL

SEE PARTITION PLAN FOR

FURRED WALL TYPE

BATT INSULATION

M

IN

.2

INSULATION BAFFLES

BETWEEN TRUSSES

CEILING

GWB LID

ALT. NO. 02: 1 x CEMENT FIBER TRIM

ALT. NO. 02: 1 x 3 CEMENT FIBER TRIM

ALT. NO. 02: 1 x 6 CEMENT FIBER TRIM

ALT. NO. 02: P.T. 2 x 8 WOOD SUBFASCIA

ALT. NO. 02: P.T. 1 x 4 WOOD SUBFASCIA

ALT. NO. 02: METAL DRIP

CLEAT AND EDGE FLASHING

ALT. NO. 02: ROOF SHINGLES ON

SELF-ADHERED SHEET

WATERPROOFING MEMBRANE ON

SHEATHING

ALT. NO. 02: SELF-ADHERED

SHEET WATERPROOFING

MEMBRANE STRIP FLASHING

ALT. NO. 02:

VENTED METAL

PANEL SOFFIT

/4

EXISTING CMU WALL

EXISTING FRAMING

ALT. NO. 02: ROOF SHINGLES ON

SELF-ADHERED SHEET

WATERPROOFING ON SHEATHING

ALT. NO. 02: SELF-ADHERED

SHEET UNDERLAYMENT

EXISTING FRAMING

STRIPPING PLY

4 POUND LEAD PIPE

FLASHING

LEAD FLANGE, PRIME AND

SET IN MASTIC

ROOFING SEALANT

M

IN

NON-COMBUSTIBLE

SPRAY-FOAM INSULATION

M

IN

SCALE FA240

1 DETAIL - ROOF EAVE

SCALE FA240

2 DETAIL - ROOF GABLE AT CMU

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:3

A

M MB

MB

03/14/2024

A240JMO

ROOF DETAILS

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

A240

SCALE FA240

3 DETAIL - ROOF VTR

SCALE F 0 1

3" = 1'-0"

FASTEN CURB TO WOOD

BLOCKING BELOW DECK,

PER MANUF. INSTRUCTIONS

SHOP-FABRICATED 22 GAUGE

STAINLESS STEEL CURB CAP

ON VIBRATION ISOLATION

PADS (SLOPE TO DRAIN)

GALVANIZED, FULLY WELDED,

INSULATED EQUIPMENT CURB

WITH INNER LINER

ROOF UNDERLAYMENT

M

IN

IM

U

M

STRIPPING PLY

STAINLESS STEEL SHEET

METAL FLASHING W/ 3-BEAD

BITUMINOUS SEALANT AT

LAPS

GASKETED STAINLESS STEEL

SHIELD SCREW AT 12" O.C. &

AT 6" FROM EACH CORNER

P.T. 2x4 WOOD NAILER

VIBRATION ISOLATOR - SEE

MECHANICAL

DUCT OR FAN - SEE

MECHANICAL

PLYWOOD ROOF DECK

EXISTING FRAMING

NON-COMBUSTIBLE SPRAY

FOAM INSULATION

ROOFING SEALANT

ALT. NO. 02: ROOF SHINGLES ON

SELF-ADHERED SHEET

WATERPROOFING ON SHEATHING

SHOP FABRICATED STAINLESS

STEEL CRICKET BEYOND

ALT. NO. 02: ROOF SHINGLES ON

SELF-ADHERED SHEET

WATERPROOFING ON SHEATHING

ALT. NO. 02: SELF-ADHERED

SHEET UNDERLAYMENT

EXISTING FRAMING

STRIPPING PLY

FLUID APPLIED FLASHING

MEMBRANE

FLASHING FLANGE FULLY

ADHERED

ROOFING SEALANT

NON-COMBUSTIBLE

SPRAY-FOAM INSULATION

M

IN

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:3

A

M MB

MB

03/14/2024

A241JMO

ROOF DETAILS

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

A241

SCALE F 0 1

3" = 1'-0"

SCALE FA241

1 DETAIL - ROOF FAN CURB

SCALE FA241

2 DETAIL - ROOF ROUND PENETRATION

INTERIOR ELEVATION SHEET NOTES

1. PROVIDE IN WALL BACKING FOR WALL MOUNTED ITEMS. SEE BACKING

DETAIL FOR TYPE.

2. CASEWORK IS PLASTIC LAMINATE CLAD, L1, UNLESS OTHERWISE

INDICATED.

3. WHERE CASEWORK EXTENDS FROM SIDEWALL TO SIDEWALL, CENTER

CASEWORK IN THE SPACE AND PROVIDE EQUAL WIDTH FILLER PANELS

AT EACH SIDE.

4. PROVIDE LOCKABLE CABINETS AND DRAWERS WHERE REQUIRED BY

OWNER.

5. COUNTERTOPS ARE QUARTZ, QZ1, UNLESS OTHERWISE INDICATED.

6. PROVIDE BACKSPLASHES AT COUNTERTOPS UNLESS OTHERWISE

INDICATED. WHERE COUNTERTOPS ABUT A SIDE WALL, PROVIDE SIDE

SPLASHES UNLESS OTHERWISE INDICATED.

7. PROVIDE WALL BASE AT CASEWORK.

8. FIELD VERIFY PARTITION DIMENSIONS PRIOR TO PREPARING SHOP

DRAWINGS.

9. COUNTERTOP HEIGHTS SHOWN ARE TO TOP OF COUNTER WHERE

THERE IS NO SINK OR AN UNDERMOUNT SINK. WHERE THE COUNTER

INCLUDES A DROP IN SINK, THE DIMENSION SHOWN IS TO THE TOP

SURFACE OF THE SINK RIM. COORDINATE ACTUAL HEIGHT OF

COUNTERTOP WITH PLUMBING FIXTURE SUBMITTAL.

ENLARGED PLAN SHEET NOTES

1. REFER TO G003 FOR TYPICAL TOILET ROOM FIXTURE AND ACCESSORIES

PLACEMENT AND MOUNTING HEIGHTS.

CODE FINISH

APC ACOUSTIC PANEL CEILING

CG CORNER GUARD

CPT CARPET TILE

P PAINT

L HIGH PRESSURE LAMINATE

RB RESILIENT BASE

RF RESILIENT FLOORING

SCONC SEALED CONCRETE

SSM SOLID SURFACE MATERIAL

T TILE

WD WOOD

WS WINDOW SHADE

FINISH ABBREVIATIONS AND CODES

A210

A210

OFFICE

TELECOM

TR01

PANTRY

KITCHEN

LOCKERS

UNISEX

TOILET

WASHER

A

3 / A300

4 / A300

CORRIDOR

C01

ELECTRICAL

ROOM

C2D

A3C

C2D

C2D

C2D

C2C

A3C

A3D

A6D

C2D

C2D

C3D

A3D

A3C

C2D

.1

.1

.1

T R

.1

S1

WC1

S1 U1

8'-0" 3'-11"

/8

4'-8"

5'-9 3/8"9'-11"

/8

/2

4'-4"

A210

A210

108.2

101.1

110.1

A3C

C2D

5 3/16"

1'-1" 4" 1'-9" 3'-0" 1'-0" 2'-0" 3'-0" 2'-6"

6 1/8" ±

1'-1"

16'-3 1/8" ±

2'-0" 2" 1'-0" 3'-0" 1'-0" 2'-0" 3'-0" 1'-9"

4 1/8" ±

2'-0"

L1, TYP. AT UPPER AND

LOWER CABINETS

QZ1 COUNTER

TOP, BACK AND

SIDE SPLASHES

P1

A430

A430

A430

A430

TYP. DETAIL FOR ALL

UPPER CABINETS

UNDERMOUNT SINK -

SEE PLUMBING

1 1/8" ± 3'-0" 2'-6" 1'-0" 2'-6" 1'-0"

11'-3 1/8"

2'-0"2"2'-6"1'-0"2'-6"3'-0"1 1/8" ±

EXTEND QZ1 UP TO

HOOD BEHIND

RANGE

A430

TYP. DETAIL FOR ALL

UPPER CABINETS

A430

A430

1'-1" 1" 1'-0" 2'-6" 1'-3"

1 1/8" ±

6'-0 1/8"

2'-0" 2" 2'-6" 1'-3"

1 1/8" ±

A430

TYP. DETAIL FOR ALL

UPPER CABINETS

A430

A430

RESILIENT FLOORING CARPET TILE

RESILIENT TRANSITION DOOR WHERE

OCCURS

TILE FLOORING

CONCRETE FLOOR SLAB

TILE EDGE STRIP

RESILIENT FLOORING

DOOR

CONTINUOUS SEALANT,

MATCH COLOR TO

RESILIENT FLOORING

WALL

BASE

FLOOR

AS INDICATED

RB (COVED)

CPT

AS INDICATED

RB (COVED)

RF

WALL

BASE

FLOOR

MILLWORK

RB (COVED)

SEE SCHEDULE

COVED

TRIM AS

SPECIFIED 4

RESILIENT BASE

CARPET

RESILIENT BASE

RESILIENT

FLOORING

TILE

TILE

TILE

SCALE BA300

1 PARTIAL ENLARGED LEVEL 1 FLOOR PLAN

SCALE CA300

2 INTERIOR ELEVATION

SCALE CA300

3 INTERIOR ELEVATION

SCALE CA300

4 INTERIOR ELEVATION

DESIGNED:

CADD:

TECH REVIEW:

DATE:

SUB SHEET NO: TITLE OF SHEET: DRAWING NO.

PMIS/PKG NO.

OF

A/E FIRM:

PRIME:

SHEET

SUB:

HENRY

ADAMS, LLC.

BALTIMORE, MD

JOE WALKER

AIA ARCHITECT

GAINESVILLE, FL

323963

/2

/2

:3

:3

A

M MB

MB

03/14/2024

A300JMO

ENLARGED INTERIOR VIEWS

NPS - NATCHEZ MAINTENANCE

FACILITY RENOVATION

A300

SCALE GA300

5 FLOOR TRANSITION - CARPET TO RESILIENT

SCALE GA300

6 FLOOR TRANSITION - TILE TO CARPET OR RESILIENT

SCALE FA300

7 WALL BASE DETAILS

SCALE B 4 0 4 8

1/4" = 1'-0"

SCALE C 2 0 2 4

3/8" = 1'-0"

SCALE F 0 1

3" = 1'-0"

SCALE G 0 6"

6" = 1'-0"

1 LAYER OF 5/8" GWB

METAL FRAMING

PER SCHEDULE

BELOW

INSULATION PER

SCHEDULE BELOW

2 1/4" 3 1/8" 4 1/4" 4 5/8" 6 5/8"

STUD + GWB

ONE LAYER OF 5/8" GWB ON ONE SIDE OF STUD FRAMING.

TYPICAL UNLESS NOTED OTHERWISE BY MODIFIER/S.

7/8"

1 1/2"

C

1-HR RATED TO STRUCTURE

ABOVE WITH INSULATION.

R A

T E

D

1-HR RATED TO STRUCTURE

ABOVE.

N O

N -R

A T

PARTIAL HEIGHT WALL.

REFER TO SECTION OR

ELEVATION…