Drawings_Fort_Christmas_Post_Office.pdf

945 N. PENNSYLVANIA AVENUE

WINTER PARK, FLORIDA 32789

OFFICE: (407) 629-1188

FAX: (407) 388-1220

WWW. ADCINTERNATIONAL.NET

ARCHITECTURAL DESIGN

COLLABORATIVEADCARCHITECTURAL DESIGN COLLABORATIVE

PROJECT NUMBER:

ORANGE COUNTY MAYOR

COMMISSIONER DISTRICT 1

COMMISSIONER DISTRICT 2

COMMISSIONER DISTRICT 3

COMMISSIONER DISTRICT 4

COMMISSIONER DISTRICT 5

COMMISSIONER DISTRICT 6

ORANGE COUNTY PROJECT MANAGER:

SGM

ELECTRICAL ENGINEER

935 LAKE BALDWIN LANE,

ORLANDO, FL 32814

(407) 767-5188

CONTACT: JOHN J BONOTTO

CHRISTINE MOORE

NICOLE H WILSON

MAYRA URIBE

MARIBEL GOMEZ CORDERO

EMILY BONILLA

VICTORIA P. SIPLIN

HONORABLE JERRY DEMINGS

BASE

STRUCTURAL ENGINEER

1214 EAST CONCORD STREET

ORLANDO, FL 32803

407-377-7227X101

CONTACT: LAURA BARBERO-BUFFA

Fort Christmas Post Office Restoration

12/16/2021

1300 N Fort Christmas Rd, Christmas

18247

100% CONSTRUCTION DOCUMENTS

ORANGE COUNTY CAPITAL

PROJECTS DIVISION

400 E. SOUTH STREET

ORLANDO FL. 32801

BONNIE REYES

Orlando FL. 32709

FORT CHRISTMAS

HISTORICAL PARK

N

FORT CHRISTMAS

HISTORICAL PARK

N

OFFICE

XXX

XXX

XXXX

A

FV

FVC

FE

FHC

FEC

XX

AXX.XX

XX

AXX.XX

SIM

FL12.NW

FIRE ALARM PULL

XX

FIRE HOSE CABINET

SMOKE PARTITION

MILLWORK SCHEDULE TAG (IF USED)

CONSTRUCTION

ROOM NAME

FLOOR LEVEL AND AREA OR PHASE

DESCRIPTION OF SIMILAR OR OPPOSITE

COLUMN GRID

EXISTING CONSTRUCTION TO BE

DEMOLISHED

EXISTING CONSTRUCTION TO REMAIN

NEW PARTITION

ROOM NUMBER

1 HR. RATED PARTITION

REFERENCE TO PARTITION TYPE

KEY NOTE

ALIGN WITH

ESTABLISHED SURFACES

REVISION TO

ADDRESS BID

PROCESS

MILLWORK

AREA TO BE DETAILED

SHEET WHERE SHOWN

DETAIL NUMBER

SHEET WHERE SHOWN

ELEVATION NUMBER ON SHEET

DIRECTION OF ELEVATION

FIRE EXTINGUISHER CABINET

FIRE VALVE CABINET

FIRE VALVE WITHOUT CABINET

FIRE EXTINGUISHER WITHOUT CABINET

NOT IN CONTRACT

ALIGN

XXXX

XXXX

XXXX

XXXX

XXXX

FINISH

WALL FINISH

BASE FINISH

EXTENT OF FINISH

WALL FINISH

SPECIAL FINISH

FLOOR FINISH

CHANGE IN FLOOR FINISH

X'-X"

ST

T

SD

D

MOTION SENSOR

DENOTES EXISTING,

RELOCATED FIXTURE

DENOTES EXISTING TO

REMAINE

R

LINEAR DIFFUSER

MATERIAL/DIMENSION OF

CEILING ABOVE FINISH

FLOOR

CEILING HEIGHT CHANGE

PROJECTION SCREEN

SECURITY CAMERA

SUPPLY AIR

LIGHT SWITCH

RETURN AIR

DIMMER SWITCH

THERMOSTAT

ACCESS DOOR

RECESSED WALL WASHER

SURFACE MOUNTED LIGHT FIXTURE

TRACK LIGHTING

WALL SCONCE

RECESSED DOWNLIGHT

CEILING MOUNTED EXIT SIGN

SMOKE DETECTOR

SPEAKER

EXHAUST FAN

UNDER CABINET LIGHT FIXTURE

STRIP LIGHT FIXTURE

ACOUSTICAL CEILING AND GRID

2'X4' LIGHT FIXTURE

EXISTING TO BE REMOVED

MAIN RUNNER

REFLECTED CEILING

STROBE

FIRE SPRINKLER

CIRCULAR DIFFUSER

ADJUSTABLE DOWNLIGHT

PENDANT FIXTURE

NON-

FERROUS

ALUMINUM

CONCRETE

CONCRETE

MASONRY UNIT

STONE

WOOD (BLOCKING)

WOOD (CONTINUOUS)

WOOD (FINISH)

PLYWOOD

METAL

GLASS (LARGE SCALE)

INSULATION

(LOOSE OR

BATT)

GYPSUM BOARD

SECTION INDICATIONS

CARPET

ACOUSTICAL TILE

FA

XXXX CEILING FINISH

WALL MOUNTED EXIT SIGN

MS

EQUIPMENTXX

XXX DOOR TYPE

STARTING POINT

EXHAUST

### DOOR NUMBER

### ### HARDWARE

DOOR TYPE

XXXX CEILING FINISH

XXXX CEILING HEIGHT

XXX-X

@ AT

A/C AIR CONDITIONING

ABVl ABOVE

ACT ACOUSTICAL CEILING TILE

ADA AMERICAN'S W/ DISABILITIES ACT

AFF ABOVE FINISH FLOOR

ADJ ADJUSTABLE

AHU AIR HANDLING UNIT

AHJ AUTHORITY HAVING JURISDICTION

ALUM/AL ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AST ANTISTATIC TILE

AWT ACOUSTICAL WALL TREATMENT

BBT BIO-BASED TILE

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BR BRICK

BRG BEARING

CFLG COUNTER FLASHING

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG HGT CEILING HEIGHT

CLR CLEAR

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CASED OPENING

COL COLUMN

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CSK COUNTERSUNK

CT CERAMIC TILE

CTR CENTER

DEG DEGREES

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DR DOOR

DR OPNG DOOR OPENING

DWG DRAWING

H/C HANDICAPPED

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HMF HOLLOW METAL FRAME

HORIZ HORIZONTAL

HP HIGH POINT OF ROOF/SLOPE

HT HEIGHT

HVAC HEATING, VENTILATION & COOLING

HW HOT WATER

T TREAD

T&G TONGUE & GROOVE

THK THICKNESS

THR THRESHOLD

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPO THERMOPLASTIC POLYOLEFIN

- SINGLE PLY ROOF

TYP TYPICAL

UC UNDERCUT

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VP VENEER PLASTER

W/ WITH

W/O WITHOUT

WA WALL ANCHOR

WC WATER CLOSET

WD WOOD

WF WIDE FLANGE

WFAB WALL FABRIC

WH WATER HEATER

WP WORKING POINT

EA EACH

EIFS EXTERIOR INSULATION & FINISH

SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXH EXHAUST

EXP EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FBO FURNISHED BY OTHERS

FC FIXTURE CONTRACTOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT LIGHTING

FDTN FOUNDATION

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FRT FIRE RETARDANT TREATED

FT FOOT (FEET)

FTG FOOTING

FURG FURRING

EXP EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FBO FURNISHED BY OTHERS

GA GAGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GFRC GLASS-FIBER REINFORCED CONCRETE

GFRG GLASS_FIBER REINFORCED GYPSUM

GL GLASS or GLAZING

GR GRADE

GWB GYPSUM WALLBOARD

GYP GYPSUM

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OF/CI OWNER FURNISHED/CONTRACTOR

INSTALL

OF/OI OWNER FURNISHED/OWNER INSTALLED

OFI OWNER FURNISHED & INSTALLED

OPP OPPOSITE

PEJ PRE-MOLDED EXPANSION JOINT

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PLT PLATE

PLYWD PLYWOOD

PR PAIR

P PAINT

PT PORCELAIN TILE

PTD PAINTED

P.T. PRESSURE TREATED

PTN PARTITION

QT QUARRY TILE

R RISER

RAD RADIUS

REC RECESSED

REQD REQUIRED

REF REFERENCE

RESIL RESILIENT

REV REVISION

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

RWD REDWOOD

RWL RAIN WATER LEADER

SC SOLID CORE

SD SMOKE DETECTOR

SECT SECTION

SF SQUARE FOOT (FEET)

SHT SHEET

SIM SIMILAR

SIPS STRUCTURAL INSULATED PANEL

SND INS SOUND INSULATION

SPEC SPECIFICATION

SQ SQUARE

SSG STRATEGIC SOURCING GROUP

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STN STAIN

STO STONE TILE

SYS SYSTEM

IBGC INSTALLED BY GENERAL CONTRACTOR

ID INSIDE DIAMETER

IN INCH

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

JAN JANITOR

KPL KICKPLATE

L LONG (LENGTH)

L/T LIGHT TRACK

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FOOT

LH LEFT-HANDED

LCC LEAD COATED COPPER

LL LANDLORD

LP LOW POINT OF ROOF/SLOPE

MAT MATERIAL

MAX MAXIMUM

MAHOG MAHOGANY

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MSB MOP SERVICE BASIN

MTD MOUNTED

MTL METAL

N NORTH

NAT NATURAL

NIC NOT IN CONTRACT

NL NIGHT LIGHT

NOM NOMINAL

NTS NOT TO SCALE

235 ALCAZAR AVENUE

CORAL GABLES, FL 33134

OFFICE: (305) 442-1188

FAX: (305) 445-1509

WWW. ADCINTERNATIONAL.NET

ADCARCHITECTURAL DESIGN COLLABORATIVE

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Architect ● Seal/Signature

Project Documents for:

Project:

Client Information

Consultant

Sheet Title:

Project Number

Scale

Drawn By

Checked By

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Project Status

PRINTED ON:

ISSUE DATE AND DESCRIPTION

No DATE BYISSUE DESCRIPTION

C:\Local_Revit\18247_Fort Christmas Post Office Restoration_ARCH_21_aldo.alvarez73.rvt

12" = 1'-0"

1/12/2022 11:04:30 AM

A00.00

A. ALVAREZ

Fort Christmas Post Office Restoration

12/16/2021

PROJECT INFORMATION

AND DRAWING INDEX

1300 N Fort Christmas Rd, Christmas

A. ALVAREZ

18247 12/16/2021

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION DOCUMENTS

ORANGE COUNTY CAPITAL PROJECTS DIVISION

400 E. SOUTH STREET ORLANDO FL. 32801

Orlando FL. 32709

01 30% DESIGN DRAWINGS12/13/2020

02 60% CONSTRUCTION DOCUMENTS02/26/2021

03 90% CONSTRUCTION DOCUMENTS06/07/2021

04 100% CONSTRUCTION DOCUMENTS12/16/2021

A.A

A.A

A.A

DRAWING INDEXABBREVIATIONS GRAPHIC SYMBOLS PROJECT INFORMATION

PROJECT NAME:

PROJECT ADDRESS:

PROJECT TYPE:

PROJECT DESCRIPTION:

OCCUPANCY TYPE:

CONSTRUCTION TYPE:

Fort Christmas Post Office Restoration

1300 N Fort Christmas Rd, Christmas Orlando FL. 32709

RENOVATION, HISTORICAL BUILDING

HIGHT SCOPE RENOVATION

A-3 ASSEMBLY MUSEUM

EXISTING V-B

PROJECT SIZE

BUILDING 722 SF

FRONT PORCH 87 SF

BACK PORCH 37 SF

TOTAL GROSS AREA 845 SF

VICINITY MAP

LOCATION MAP

GENERAL NOTES

A THE DRAWINGS AND SPECIFICATIONS, AND ALL COPIES, THEREOF, ARE LEGAL INSTRUMENTS OF SERVICE FOR THE USE OF

THE OWNER AND AUTHORIZED REPRESENTATIVES ON THE DESIGNATED PROPERTY ONLY. OTHER USE, WITHOUT THE

EXPRESSED WRITTEN PERMISSION OF THE ARCHITECT, IS PROHIBITED.

B SPECIFICATIONS, DETAILS, SCHEDULES, BULLETINS, AND OTHER SIMILAR FORMS OF PROJECT DOCUMENTATION, WHICH MAY BE BOUND SEPARATELY, ARE PART OF THESE CONTRACT DOCUMENTS. ADDITIONALLY, WHETHER BOUND TOGETHER OR BOUND SEPARATELY, ALL DRAWINGS BY ALL CONTRACTED OR CONSULTING PROFESSIONALS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS AND ARE PART OF THESE CONTRACT DOCUMENTS. THESE INCLUDE, BUT MAY NOT BE LIMITED TO, STRUCTURAL ENGINEERING, MECHANICAL, ELECTRICAL, AND PLUMBING ENGINEERING, CIVIL ENGINEERING, AND LANDSCAPE AND AREA DEVELOPMENT DESIGN. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE AVAILABLE ALL CONTRACT DOCUMENTS AND FURTHER INFORM ALL PARTIES ENGAGED IN EXECUTION OF THE WORK AND TO FURTHER INSURE THAT ALL CONTRACT DOCUMENTS ARE TO BE CONSULTED IN TOTALITY IN EXECUTING THE WORK, WITHOUT BIFORCATION OF THE CONTRACT DOCUMENTS. AT ALL TIMES, GENERAL CONTRACTOR SHALL CONSULT WITH ARCHITECT WHEN CLARIFICATION IS REQUIRED REGARDING SCOPE AND BREADTH OF CONTRACT DOCUMENTS AND/OR THEIR INTENT.

C ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS.

QUESTIONS REGARDING THE SAME, OR THEIR EXACT MEANING, SHALL BE DIRECTED TO THE ARCHITECT.

D THE GENERAL CONTRACTOR OR ITS AFFILIATED TRADE PARTNERS OR SUB-CONSULTANTS SHALL NOT INTERPRET THE INTENT OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY OMISSIONS OR DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS, CONSULTING PROFESSIONALS' DRAWINGS, SPECIFICATIONS OR EXISTING CONDITIONS. SHOULD THERE BE AN OMISSION OR DISCREPANCY BETWEEN SAID DRAWINGS, SPECIFICATIONS, AND/OR EXISTING CONDITIONS, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IN WRITING FOR INTERPRETATION OF

INTENT AND CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK.

E THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER IMMEDIATELY IF IT IS BELIEVED THAT REQUIRED OR NECESSARY INFORMATION NEEDED TO IMPLEMENT THE WORK IS NOT SHOWN ON THE DRAWINGS, OR PROVIDED

INFORMATION IS UNCLEAR OR REQUIRES INTERPRETATION OR CLARIFICATION.

F THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS PRIOR TO STARTING WORK AND

REPORT ANY DISCREPANCIES IN WRITING TO THE ARCHITECT AN OWNER.

G GENERAL CONTRACTOR SHALL VERIFY DATUM ELEVATION WITH OWNER PRIOR TO START OF ANY WORK.

H THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURATE PLACEMENT AND CONFIGURATION OF THE WORK ON THE

SITE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

I THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS FOR ALL WORK.

J THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING THE WORK, INCLUDING ANY AND ALL UTILITIES AND SERVICES FROM CONTRACTED OR 3RD PARTY SERVICE PROVIDERS OF THE OWNER/PROJECT.

K ALL TRADES TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, HEALTH, SAFETY CODES, ORDINANCES, REQUIREMENTS, ETC.

& PROVIDE ACCEPTABLE MATERIALS & WORKMANSHIP TO CURRENT INDUSTRY STANDARDS.

L DO NOT SCALE DRAWING: DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DRAWINGS.

SHOULD MISSING OR CONFLICTING DIMENSIONS EXIST OR BE NEEDED, ARCHITECT AND OWNER SHALL BE CONSULTED

IMMEDIATELY.

M THE DESIGNS AS DRAWN INDICATE CERTAIN PROPORTIONS AND RELATIONSHIPS OF SPACING AND DISTANCE BETWEEN BUILT COMPONENTS. THE VARIOUS DIMENSIONS, THICKNESS AND CHARACTERISTICS OF MATERIALS SHOWN TYPICALLY ARE BASED ON NOMINAL DIMENSIONS FOR THE PURPOSES OF DRAFTING. ACTUAL "FIELD CONDITIONS" MAY DIFFER FROM OR ALTER SOME DESIGN DIMENSIONS AND/OR PROPORTIONS. COORDINATE VARIATIONS WITH ARCHITECT TO MAINTAIN THE

OVERALL APPEARANCE AND INTENT OF THE DESIGN.

N CONTRACTOR SHALL VERIFY EXACT SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS, BASE STRUCTURES, ROOF OPENINGS, AS WELL AS POWER, WATER, DRAIN INSTALLATIONS AND STRUCTURAL STEEL SUPPORT LOCATIONS WITH

EQUIPMENT MANUFACTURERS BEFORE PROCEEDING WITH THE WORK.

O REFER TO CIVIL, MECHANICAL & ELCTRICAL DRAWINGS TO VERIFY & COORDINATE ALL PENETRATIONS.

P EXISTING FIREPROOFING DISTURBED DURING THE CONSTRUCTION OF THIS PROJECT SHALL BE RESTORED TO ITS ORIGINAL

CONDITION TO PROVIDE THE REQUIRED HOURLY FIRE RESISTANCE RATING

Q NOTE THAT THE GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL LIFE SAFETY SYSTEMS, INCLUDING CLEAR

ACCESS TO EGRESS POINTS, THROUGHOUT THE CONSTRUCTION PROCESS.

R THE ARCHITECTURAL DRAWINGS IN THIS SET ARE INTENDED TO ILLUSTRATE THE USE OF GENERAL CONSTRUCTION PRACTICES, MATERIALS AND APPLICATIONS. SOME DRAWINGS ARE GRAPHIC IN NATURE AND ARE NOT INTENDED TO ILLUSTRATE EVERY DETAIL AND/OR ASPECT OF A PARTICULAR DETAIL REQUIRED TO CONSTRUCT, INSTALL AND/OR COMPLETE THE CONSTRUCTION OR DETAIL. IT IS EXPECTED THAT THE GENERAL CONTRACTOR IN CONNECTION WITH SUB-CONTRACTORS REGULARLY ENGAGED IN THE CONSTRUCTION INDUSTRY WILL PERFORM ALL WORK NECESSARY TO COMPLETE ALL DETAILS AND GENERAL CONSTRUCTION TO MEET CURRENT CODES AND QUALITY STANDARDS ESTABLISHED BY GOVERNING AGENCIES, PROJECT SPECIFICATIONS AND/OR OWNER. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE CONSTRUCTION COMPLIES WITH ALL APPLICABLE CODES AND STANDARDS INCLUDING THOSE FOR THE INTERIOR ENVIRONMENT AND EXTERNAL ENVIRONMENT. CONSTRUCTION PRACTICES AND SUPERVISION SHALL BE EMPLOYED TO ELIMINATE THE POTENTIAL FOR WATER INTRUSION AND/OR THE FORMATION OF MOLDS AND MILDEW

IN THE INTERIOR ENVIRONMENT.

S TO THE BEST OF ARCHITECTS KNOWLEDGE, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY. WINDOWS, ROOFING, DOORS, AND STRUCTURAL ELEMENTS SHALL COMPLY WITH THE REQUIREMENTS FOR HURRICANE RESISTANT

CONSTRUCTION.

T THE ARCHITECT DOES NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, MATERIAL AND/OR PRODUCT INSTALLATIONS OR SELECTIONS, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. PROPER APPLICATION OF AND SUPERVISION OF MATERIALS INSTALLATIONS TO ENSURE HIGH QUALITY WORKMANSHIP AND TO REDUCE OR ELIMINATE THE POTENTIAL FOR WATER INTRUSION AND/OR MOLD/MILDEW FORMATION ARE SOLELY THE RESPONSIBILITY OF THE

CONTRACTOR.

U ANY CONTRACTOR COMMUNICATION TO ARCHITECT MUST ALSO GO TO THE OWNER'S PROJECT MANAGER SIMULTANEOUSLY

SCOPE OF WORK

RENOVATE A HISTORICAL BUILDING, INCLUDING ROOF AND FASCIA REPAIRS, PORCH AND COLUMN REPAIRS, GENERAL WOOD ROT REPAIR THROUGHOUT IF NEEDED, ADDITION OF AN ADA RAMP, CLIMATE CONTROL, ELECTRICAL, LIGHTING, NEW FINISHES AND GENERAL REPAIR THROUGHOUT INTERIOR. USING PERIOD APPROPRIATE MATERIALS OR SIMILAR, AND METHODOLOGIES TO INSURE A HISTORICALLY

RESPECTFULL PRODUCT AS THE RESULT OF CONSTRUCTION.

SHEET

NUMBER SHEET NAME

ARCHITECTURAL

- COVER

A00.00 PROJECT INFORMATION AND DRAWING INDEX

A00.01 SURVEY

A00.05 ACCESSIBILITY INFORMATION

A00.07 SITE PLAN

A00.08 HISTORICAL PICTURES

A00.09 LIFE SAFETY PLAN

A00.10 DOOR TYPES, DOOR SCHEDULE AND HARDWARE

A00.11 WINDOWS TYPES & WINDOWS SCHEDULE

A00.12 PARTITION TYPES

A01.01 DEMOLITION PLAN

A01.02 ROOF PLAN DEMOLITION

A02.01 CONSTRUCTION PLAN

A02.02 ROOF PLAN

A04.01 CEILING PLAN

A05.01 FINISH PLAN

A09.11 EXTERIOR ELEVATIONS DEMOLITION

A09.12 EXTERIOR ELEVATIONS NEW CONSTRUCTION

A09.21 WALL SECTIONS

A09.22 DETAILS

A09.23 STAIRS AND RAMP. PLANS AND ELEVATIONS

STRUCTURAL

S00.01 ABBREVIATIONS SYMBOLS AND SHEET INDEX

S00.02 STRUCTURAL GENERAL NOTES

S00.03 COMPONENT WIND CRITERIA

S01.01 FOUNDATION PLAN

SD02.01 FLOOR PLAN DEMO

S02.01 FLOOR AND PORCH FRAMING PLAN

S02.02 ROOF FRAMING PLAN

S03.01 FOUNDATION DETAILS

S03.02 FRAMING DETAILS

S03.03 ROOF FRAMING DETAILS

ELECTRICAL

E001 ELECTRICAL SYMBOLS LEGEND

E100 ELECTRICAL SITE PLAN

ED201 ELECTRICAL DEMO PLAN

E201 ELECTRICAL RENO PLAN

ED501 ELECTRICAL DEMO ONE LINE DIAGRAM

E501 ELECTRICAL ONE LINE DIAGRAM

E801 ELECTRICAL DETAILS

MECHANICAL

M001 MECHANICAL SYMBOLS AND LEGEND

M002 MECHANICAL GENERAL NOTES

M201 MECHANICAL FLOOR PLAN

M601 MECHANICAL CONTROL DRAWINGS

M701 MECHANICAL SCHEDULES

M801 MECHANICAL DETAILS

REVISIONS

No DATE DESCRIPTION BY

235 ALCAZAR AVENUE

CORAL GABLES, FL 33134

OFFICE: (305) 442-1188

FAX: (305) 445-1509

WWW. ADCINTERNATIONAL.NET

ADCARCHITECTURAL DESIGN COLLABORATIVE

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Project Documents for:

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Client Information

Consultant

Sheet Title:

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Checked By

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ISSUE DATE AND DESCRIPTION

No DATE BYISSUE DESCRIPTION

C:\Local_Revit\18247_Fort Christmas Post Office Restoration_ARCH_21_aldo.alvarez73.rvt

1/12/2022 11:04:33 AM

A00.01

A. ALVAREZ

Fort Christmas Post Office Restoration

12/16/2021

SURVEY

1300 N Fort Christmas Rd, Christmas

Designer

18247 12/16/2021

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION DOCUMENTS

ORANGE COUNTY CAPITAL PROJECTS DIVISION

400 E. SOUTH STREET ORLANDO FL. 32801

Orlando FL. 32709

01 30% DESIGN DRAWINGS12/13/2020

02 60% CONSTRUCTION DOCUMENTS02/26/2021

03 90% CONSTRUCTION DOCUMENTS06/07/2021

04 100% CONSTRUCTION DOCUMENTS12/16/2021

A.A

A.A

A.A

NOTE:

SURVEY PROVIDED BY CLIENT, FOR REFERENCE ONLY.

FINISH FLOOR

FINISH FLOOR

CARPET

1:2 SLOPE MAX

1:2 SLOPE MAX

DOOR

1/ 4"

M A

X

1/ 2"

M A

X

1/ 4"

M A

X

1/ 4"

M A

X

1/ 2"

M A

X

1/ 4"

M A

X

1/ 4"

M A

X

1/ 2"

M A

X

M

IN

INTERIOR DOORS

18" MIN. CLEAR AT

X

M

IN

NOTE:

X = 12" MIN. IF DOOR

HAS BOTH A LATCH AND

A CLOSER.

M

IN

36" MIN.

Y

0"24" MIN.

AT EXTERIOR DOORS

24" MIN. CLEAR

HINGE APPROACH, PULL SIDE:

LATCH APPROACH, PULL SIDE:

TYPICAL DOOR LANDING:

NOTE:

Y = 48" MIN. IF DOOR HAS

BOTH A LATCH AND A

CLOSER.

Y

4"

M

IN

24" MIN.

Y

4"

M

IN

NOTE:

Y = 48" MIN. IF DOOR

HAS A CLOSER

64" MIN.

4' - 0" MIN.

HINGE APPROACH, PUSH SIDE:

LATCH APPROACH, PUSH SIDE:

DOORS IN SERIES:

22" MIN.

6' -8

M

IN

4" MAX

H

IG

H E

R T

H A

N

2'

O R

B E

LO

W

WIDTH

CLEAR AMOUNT

ANY

Lobby

MAX

1' - 0"

MAX

1' - 0"

"M

A X

X>12"

M

IN

X>12"

POST-MOUNTED OBJECTS

x>

M A

X

VERTICAL CLEARANCE BENEATH STAIRS

6".

EXIT

6".

".EXIT

TO

FF

WALL

6".

".ROUTE

EXIT

AT EXITS LEADING TO EXTERIOR

OF BUILDING

AT LOBBY AREAS WITH DOOR

LEADING INTO RATED CORRIDOR TO

BUILDING EXIT

AT ROOM/AREA EXITS LEADING

INTO RATED CORRIDORS TO

BUILDING EXITS

M A

X

A F

F

M

IN

A

F F

. 60

M A

X

A F

F

M

A X

M A

X

A F

F

M

IN

A

F F

EXIT SIGNAGE IDENTIFICATION WITH RASIED LETTERS AND BRAILLE. BRAILLE TO MATCH

BACKGROUND FINISH. CHARACTERS, SYMBOLS AND THEIR BACKGROUND SHALL HAVE A

NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR

BACKGROUND EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT

BACKGROUND.

CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE

LETTER "O" IS 60 PERCENT MIN AND 110 PERCENT MAX OF THE HEIGHT OF THE

UPPERCASE LETTER "I". CHARACTER HEIGHT SHALL BE 5/8 INCH MIN AND 2 INCHES MAX.

BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE

UPPERCASE LETTER "I" SHALL BE 15 PERCENT MAX OF THE HEIGHT OF THE CHARACTER.

CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MIN. AND SHALL BE SAN SERIF

UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2. BRAILLE SHALL BE CONTRACTED

(GRADE 2)

CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN

OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL HAVE A DOMED OR ROUNDED

SHAPE AND SHALL COMPLY WITH TABLE

VISUAL CHARACTERS

WHERE A TACTILE SIGN IS PROVIDED AT A DOOR FOR ROOMS AND SPACES, SIGNS SHALL BE

LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED

AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE

LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE

SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO

WALL SPACE ON THE LATCH SIDE, OR AT THE RIGHT SIDE OF DOUBLE LEAF DOORS, SIGNS

SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS SHALL BE LOCATED SO THAT A

CLEAR FLOOR SPACE OF 18"MIN x 18" MIN CENTERED ON THE TACTILE CHARACTER IS

PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45

DEGREES OPEN POSITION.

3/ 8"

M

IN

3/

8"

/2

3/ 8"

M

IN

3/

8"

/2

M

IN

A

F F

.3/ 8"

M

IN

3/ 8"

/2

F O

R W

A R

D

R E

A C

H R

A N

G E

4' -0

M

A X

1' -3

M

IN

4'-0"

2' -6

4'-0"

M A

X

M

IN

S

ID

E R

E A

C H

R A

N G

E

10"

MAX.

2'-6"

4' -0

2'-6"10"

MAX.

2'-8" MIN.

3'-0" MIN.

2' -0

M

A X

. D E

P T

H F

O R

M

IN

C

LE

A

R A

N C

E

SIDE

ELEVATION

PLAN VIEW

FRONT

ELEVATION

PLAN VIEW

2'

T-TURN OPTION

CLEAR WIDTH FOR TWO

WHEEL CHAIRS TO PASS

PARALLEL THROUGH

CORRIDOR

180° TURNS

Option 3

42" MIN 42" MIN

4'

M

IN

36" MIN 36" MIN

M

IN

M

IN

36" MIN.

5' - 0" MIN.

CLEAR WIDTHS

60" MIN

X

4' - 4" MIN

X

36" MIN

ALCOVE - SIDE APPROACH

ALCOVE - FRONT APPROACH

X<52"

180°

TURNS

Option 1

X>52"

43" MIN 43" MIN

X<52"

M

IN

MAX

24" 52" MIN

MAX

24"

M

IN

M

IN

CLEAR WIDTHS

180° TURNS

Option 2

M

IN

M

IN

52" MIN 52" MIN

M

IN

SCALE: 3" = 1'-0"

ACCESSIBLE THRESHOLD 02

SCALE: 1/4" = 1'-0"

ACCESSIBLE-DOOR CLEARANCES 04

SCALE: 1/4" = 1'-0"

ACCESSIBLE-PROTRUDING OBJECTS 01

SCALE: 6" = 1'-0"

TACTILE EXIT SIGN 03

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

ACCESSIBLE REACH RANGES 06

SCALE: 1/4" = 1'-0"

ADA PLAN CLEARANCES 05

235 ALCAZAR AVENUE

CORAL GABLES, FL 33134

OFFICE: (305) 442-1188

FAX: (305) 445-1509

WWW. ADCINTERNATIONAL.NET

ADCARCHITECTURAL DESIGN COLLABORATIVE

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Architect ● Seal/Signature

Project Documents for:

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Client Information

Consultant

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PRINTED ON:

ISSUE DATE AND DESCRIPTION

No DATE BYISSUE DESCRIPTION

C:\Local_Revit\18247_Fort Christmas Post Office Restoration_ARCH_21_aldo.alvarez73.rvt

As indicated

1/12/2022 11:04:35 AM

A00.05

A.ALVAREZ

Fort Christmas Post Office Restoration

12/16/2021

ACCESSIBILITY

INFORMATION

1300 N Fort Christmas Rd, Christmas

Designer

18247 12/16/2021

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION DOCUMENTS

ORANGE COUNTY CAPITAL PROJECTS DIVISION

400 E. SOUTH STREET ORLANDO FL. 32801

Orlando FL. 32709

01 30% DESIGN DRAWINGS12/13/2020

02 60% CONSTRUCTION DOCUMENTS02/26/2021

03 90% CONSTRUCTION DOCUMENTS06/07/2021

04 100% CONSTRUCTION DOCUMENTS12/16/2021

A.A

A.A

A.A

EDGE OF ASPHALT

153'-0"

/8

WEST RIGHT OF WAY LINE

F O

R T

C H

R

IS

T M

A S

R O

A D

8' DIRT ROAD (FIRE LANE)

235 ALCAZAR AVENUE

CORAL GABLES, FL 33134

OFFICE: (305) 442-1188

FAX: (305) 445-1509

WWW. ADCINTERNATIONAL.NET

ADCARCHITECTURAL DESIGN COLLABORATIVE

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Project Documents for:

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Consultant

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PRINTED ON:

ISSUE DATE AND DESCRIPTION

No DATE BYISSUE DESCRIPTION

C:\Local_Revit\18247_Fort Christmas Post Office Restoration_ARCH_21_aldo.alvarez73.rvt

1/16" = 1'-0"

1/12/2022 11:04:38 AM

A00.07

A. ALVAREZ

Fort Christmas Post Office Restoration

12/16/2021

SITE PLAN

1300 N Fort Christmas Rd, Christmas

Designer

18247 12/16/2021

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION DOCUMENTS

ORANGE COUNTY CAPITAL PROJECTS DIVISION

400 E. SOUTH STREET ORLANDO FL. 32801

Orlando FL. 32709

01 30% DESIGN DRAWINGS12/13/2020

02 60% CONSTRUCTION DOCUMENTS02/26/2021

03 90% CONSTRUCTION DOCUMENTS06/07/2021

04 100% CONSTRUCTION DOCUMENTS12/16/2021

A.A

A.A

A.A

SCALE: N.T.S

SITE PLAN (FOR REFERENCE ONLY) 01

ORANGE COUNTY TAX PARCEL

#21-22-33-0000-00-006

01 EXISTING POST OFFICE BUILDING TO BE RENOVATED

02 NEW ADA RAMP. REFER TO ADA RAMP DETAILS FOR FURTHER INFORMATION

04 TEMPORARY CHAIN LINK FENCE TO BE REMOVED AFTER COMPLETION OF

WORKS. AND RETURNED TO OWNER.

05 EXISTING WOOD FENCE TO REMAIN

06 NEW CONCRETE SIDEWALK BY OTHERS

06 NEW SIDEWALK BY OTHERS

A REFER TO PAGE A01.01 FOR DEMOLITION NOTES.

B REFER TO PAGE A02.01 FOR CONSTRUCTION NOTES

C GC IS RESPONSABLE TO RETURN THE SITE TO EXISTING CONDITIONS, RE-GRADE

AND RE-SOD TO PREVIOUS CONDITIONS WHEN CONSTRUCTION IS COMPLETE.

D EXISTING WOOD FENCE TO BE REINSTALLED WHEN CONSTRUCTION IS

COMPLETE.

E REFER TO MEP AND SITE DEVELOPMENT PACKAGES FOR UTILITIES POINTS OF

CONNECTION

F THIS PROJECT DOESNT INCLUDES ANY SITE UPGRADE OTHER THAN NOTED ON

THE PLANS.

235 ALCAZAR AVENUE

CORAL GABLES, FL 33134

OFFICE: (305) 442-1188

FAX: (305) 445-1509

WWW. ADCINTERNATIONAL.NET

ADCARCHITECTURAL DESIGN COLLABORATIVE

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ISSUE DATE AND DESCRIPTION

No DATE BYISSUE DESCRIPTION

C:\Local_Revit\18247_Fort Christmas Post Office Restoration_ARCH_21_aldo.alvarez73.rvt

1/12/2022 11:04:39 AM

A00.08

A. ALVAREZ

Fort Christmas Post Office Restoration

12/16/2021

HISTORICAL PICTURES

1300 N Fort Christmas Rd, Christmas

Designer

18247 12/16/2021

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION DOCUMENTS

ORANGE COUNTY CAPITAL PROJECTS DIVISION

400 E. SOUTH STREET ORLANDO FL. 32801

Orlando FL. 32709

01 30% DESIGN DRAWINGS12/13/2020

02 60% CONSTRUCTION DOCUMENTS02/26/2021

03 90% CONSTRUCTION DOCUMENTS06/07/2021

04 100% CONSTRUCTION DOCUMENTS12/16/2021

A.A

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A.A

WOOD WINDOWS WITH FIXED GLASS

CASING WOOD WINDOWS WITH GLASS

ORIGINAL DOUBLE VERTICAL WINDOW.

PANE STYLE WITH SHELVING BEHIND

WINDOWS UNIT. NEW WINDOW TO BE

SIMILAR TO EXISTING ONE.

WOOD SIDING WITH MODIFIED GERMAN PROFILE

WOOD DECK

METAL ROOF

VERTICAL WALL PLANKS, #2 PINE, T+G, BOTH SIDES

OF WALL STUDS. CLEAR COAT

EXISTING MAIL SORTER

EXISITNG GRAPHICS TO BE RESTORED (BY OTHERS)

UP

UP

15' - 5"

COMMON PATH OF EGRESS

TRAVEL A

13' - 4"

REMAINING TRAVEL DISTANCE

TRAVEL A

15' - 2"

COMMON PATH OF EGRESS

TRAVEL B

12' - 0"

REMAINING TRAVEL DISTANCE

TRAVEL B

121 SF

STORAGE

168 SF

SORTING ROOM

139 SF

BULK MAIL ROOM

48 SF

OFFICE

39 SF

MAILBOXES

40'-9 1/8"

DIAGONAL DISTANCE

24'-5"

PROVIDED EXITS SEPARATION

ROOMS OCCUPANCY CLASSIFICATION

ASSEMBLY EXHIBIT GALLERY AND MUSEUM

34"

126 13

34"

126 13

30"

100 13

N

56 SF

MAIL LOBBY

57 SF

LOBBY

30"

100 13

MAXIMUM TRAVEL DISTANCE 200'

MAXIMUM DEAD END CORRIDOR 20'

MINIMUM CORRIDOR WIDTH 44"

CLEAR W.

MEC DEC

EL FIRE EXTINGUISHER

(SEE COLOR LEGEND FOR ROOM ROOM OCCUPANCY CLASSIFICATION AND

SCHEDULE FOR OCCUPANT LOAD AND EXIT WIDTH REQUIREMENTS)

DIAGONAL DISTANCE

EXIT SEPARATION DISTANCE

TRAVEL DISTANCE

CLEAR EXIT WIDTH AT DOOR

MAXIMUM EGRESS CAPACITY AT DOOR [1005.1]

ACTUAL EGRESS COUNT AT THIS DOOR

POINT OF DECISION/ COMMON PATH OF TRAVEL

ROOM NAME

XXX

XX SF

ROOM NAME

ROOM NUMBER

ROOM AREA

EXIT SIGN

AREA OUT OF SCOPE

FIRE EXTINGUISHER CABINET

SCALE: 1/4" = 1'-0"

LIFE SAFETY PLAN 01

EGRESS TRAVEL SUMMARY

EXIT ROUTE DISTANCE

COMMON PATH OF EGRESS TRAVEL A 15'-5 1/8"

REMAINING TRAVEL DISTANCE TRAVEL A 13'-3 1/2"

TAVEL DISTANCE PATH A 28'-8 5/8"

COMMON PATH OF EGRESS TRAVEL B 15'-1 5/8"

REMAINING TRAVEL DISTANCE TRAVEL B 12'-0"

TAVEL DISTANCE PATH B 27'-1 5/8"

235 ALCAZAR AVENUE

CORAL GABLES, FL 33134

OFFICE: (305) 442-1188

FAX: (305) 445-1509

WWW. ADCINTERNATIONAL.NET

ADCARCHITECTURAL DESIGN COLLABORATIVE

LEGEND

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PRINTED ON:

ISSUE DATE AND DESCRIPTION

No DATE BYISSUE DESCRIPTION

C:\Local_Revit\18247_Fort Christmas Post Office Restoration_ARCH_21_aldo.alvarez73.rvt

As indicated

1/12/2022 11:04:47 AM

A00.09

A. ALVAREZ

Fort Christmas Post Office Restoration

12/16/2021

LIFE SAFETY PLAN

1300 N Fort Christmas Rd, Christmas

Designer

18247 12/16/2021

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION DOCUMENTS

ORANGE COUNTY CAPITAL PROJECTS DIVISION

400 E. SOUTH STREET ORLANDO FL. 32801

Orlando FL. 32709

01 30% DESIGN DRAWINGS12/13/2020

02 60% CONSTRUCTION DOCUMENTS02/26/2021

03 90% CONSTRUCTION DOCUMENTS06/07/2021

04 100% CONSTRUCTION DOCUMENTS12/16/2021

A.A

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A.A

DIAGONAL DISTANCE

DISTANCE

DIAGONAL DISTANCE 40'-9 1/8"

PROVIDED EXITS SEPARATION 24'-5"

REQUIRED DISTANCE 20'-4 1/2"

SPRINKLERS SEPARATION FACTOR

NO 1/2

OCCUPANCY LOAD

No ROOM NAME AREA

BUILDING CODE CLASIFICATION

OCCUPANT

FACTOR

OCUPANCY

LOAD

FIRST FLOOR

05 OFFICE 47.79 SF

NET ASSEMBLY EXHIBIT GALLERY AND

MUSEUM

30 2

101 MAIL LOBBY 56.25 SF

NET ASSEMBLY EXHIBIT GALLERY AND

MUSEUM

30 2

102 LOBBY 57.28 SF

NET ASSEMBLY EXHIBIT GALLERY AND

MUSEUM

30 2

BULK MAIL

ROOM

138.53 SF

NET ASSEMBLY EXHIBIT GALLERY AND

MUSEUM

30 5

104 SORTING ROOM 168.50 SF

NET ASSEMBLY EXHIBIT GALLERY AND

MUSEUM

30 6

104 MAILBOXES 39.35 SF

NET ASSEMBLY EXHIBIT GALLERY AND

MUSEUM

30 2

105 STORAGE 120.88 SF

NET ASSEMBLY EXHIBIT GALLERY AND

MUSEUM

30 5

TOTAL OCCUPANT LOAD 24

EGRESS CAPACITY

EGRESS DOOR

NUMBER

EGRESS

WIDTH

MAXIMUN EGRESS CAPACITY AT DOOR

(1005.1)

REQUIRED EGRESS

CAPACITY

01A 38" 190 13

02A 38" 190 13

04A 30" 150 13

EGRESS CAPACITY 530 39

APPLICABLE CODES

BUILDING CODE FLORIDA BUILDING CODE EXISTING BUILDING 7TH

EDITION

MECHANICAL CODE FLORIDA MECHANICAL CODE EXISTING BUILDING

7TH EDITION

PLUMBING CODE FLORIDA PLUMBING CODE 7TH EDITION 2020

ELECTRICAL CODE NFPA 70 / NATIONAL ELECTRICAL CODE 2017

ENERGY CODE FLORIDA BUILDING CODE ENERGY CONSERVATION

7TH EDITION

ACCESIBILITY CODE FLORIDA BUILDING CODE ACCESSIBILITY 7TH

EDITION

GAS CODE FLORIDA FUEL GAS CODE 2017

FLORIDA FIRE

PREVENTION CODE

FLORIDA FIRE PREVENTION CODE 7TH EDITION 2018

BASED ON NFPA 102 - 2018 LIFE SAFETY CODE WITH FLORIDA

AMENDMENTS AND NFPA-1 2018 FIRE CODE WITH

FLORIDA AMENDMENTS

BUILDING GROSS AREA

ENCLOSED AREA 722 SF

EXTERIOR COVERED AREA 124 SF

BUILDING GROSS AREA 845 SF

EGRESS REQUIREMENTS

PROJECT NAME:

PROJECT ADDRESS:

OCCUPANCY TYPE:

CONSTRUCTION TYPE:

SPRINKLERS: (CHAPTER 9):

BUILDING HEIGHT:

NUMBER OF STORIES:

Fort Christmas Post Office Restoration

1300 N Fort Christmas Rd, Christmas Orlando FL. 32709

A-3 ASSEMBLY MUSEUM

EXISTING V-B

NO

25'-0"

CODE AND LIFE SAFETY DATA

CHAPTER 12 , FBC-EXISTING BUILDINGS.

THIS PROJECT COMPLIES WITH CHAPTER 12 FROM THE EXISTING BUILDING CODE.

THE PROJECT ACKNOWLEDGE THE NEED TO PRESERVE THE CHARACTER OF

HISTORIC BUILDINGS

SECTION 1203 STANDARDS AND GUIDELINES FOR REHABILITATING HISTORIC

BUILDINGS

1203.1 HISTORIC PRESERVATION GOAL

THE HISTORIC PRESERVATION GOAL OF THIS PROJECT SHALL BE TO MINIMIZE

DAMAGE TO AND LOSS OF HISTORIC STRUCTURES, THEIR UNIQUE

CHARACTERISTICS AND THEIR CONTENTS AS FOLLOWS:

1. MAINTAIN AND PRESERVE ORIGINAL SPACE CONFIGURATIONS OF

HISTORIC BUILDINGS.

2. MINIMIZE ALTERATION, DESTRUCTION OR LOSS OF HISTORIC

FABRIC OR DESIGN.

1203.2 HISTORIC PRESERVATION OBJECTIVES

1. PRESERVATION OF THE ORIGINAL QUALITIES OR CHARACTER OF A

BUILDING, STRUCTURE, SITE OR ENVIRONMENT SHALL BE

ENCOURAGED.

2. REMOVAL OR ALTERATION OF ANY HISTORIC MATERIAL OR

DISTINCTIVE ARCHITECTURAL FEATURES SHALL BE MINIMIZED.

3. DISTINCTIVE STYLISTIC FEATURES OR EXAMPLES OF SKILLED

CRAFTSMANSHIP THAT CHARACTERIZE A BUILDING, STRUCTURE

OR SITE SHALL BE TREATED WITH SENSITIVITY.

4. A COMPATIBLE USE FOR A PROPERTY THAT REQUIRES

MINIMAL ALTERATION OF THE BUILDING, STRUCTURE OR SITE AND

ITS ENVIRONMENT SHALL BE ENCOURAGED.

5. NEW ADDITIONS OR ALTERATIONS SHALL BE DESIGNED AND

CONSTRUCTED IN SUCH A MANNER THAT IF

SUCH ADDITIONS OR ALTERATIONS WERE TO BE REMOVED IN THE

FUTURE, THE ESSENTIAL FORM AND INTEGRITY OF THE

STRUCTURE WOULD BE UNIMPAIRED TO THE GREATEST DEGREE

POSSIBLE.

6. REPAIRS, ALTERATIONS, RESTORATIONS, CHANGES OF

OCCUPANCY, ADDITIONS AND RELOCATIONS SHALL BE GUIDED BY

THE RECOMMENDED APPROACHES IN REHABILITATION SET FORTH

IN THE SECRETARY OF THE INTERIOR'S STANDARDS

FOR REHABILITATION AND GUIDELINES FOR REHABILITATING

HISTORIC BUILDINGS (APPENDIX B).

SOLID CORE

STAIN GRADE WOOD

TYPE A1

1 1/2"

SEE SCHEDULE 1 1/2"

/2

S E

E D

O O

R S

C H

E D

U L E

TYPE A2

SOLID CORE

STAIN GRADE WOOD

SOLID CORE

STAIN GRADE WOOD

HALF DUTCH DOOR

TYPE B

1 1/2"

SEE SCHEDULE 1 1/2"

S E

E D

O O

R S

C H

E D

U L E

TYPE A

1 1/2"

SEE SCHEDULE 1 1/2"

/2

S E

E D

O O

R S

C H

E D

U L E

SCHEDULED DOOR

BOXED HEADER PROVIDE 2 X 4 WOOD SUB-

BLOCKING FIXED @ 6" O/C MAX. AND ENDS

ONTO CONT. MTL. TRACK OR WOOD

HEADER. REFER TO TYP. INTERIOR PARTITION

FOR DESCRIPTION.

PROVIDE 1/8" SHIM SPACE TYPICAL AT JAMB

AND HEAD BETWEEN SUB-BLOCKING AND

WOOD JAMB.

SCHEDULED PARTITION

1 X 6 FINISH WOOD CASING SCREWED

TO SUB BLOCK AT 8" O/C MAX. W/ MIN.

1 1/2" SCREWS.

WOOD DOOR FRAME

DOUBLE RABBET

INTERIOR WOOD SIDING

VERTICALLY INSTALLED

NOTE: IF DOOR SPAN EXCEEDS 4' 0"

PROVIDE DBL. 2 X 4 SUB-BLOCKING.

1 X 6 FINISH WOOD JAMB SCREWED TO SUB BLOCK AT 8"

O/C MAX. W/ MIN. 1 1/2" SCREWS.

WOOD DOOR FRAME DOUBLE RABBET (FASTENER AS

PER MANUF. SPECIFICATIONS)

INTERIOR WOOD SIDING

SCHEDULED DOOR

PROVIDE PT 2 X 4 CONT. CUT TO FIT FRAME BLOCKING

MECHANICALLY FIXED TO MTL. STUD FRAMING SYSTEM AND TOP &

BOTT. MTL. TRACKS. MECHANICALLY FIXED AT 3 LOCATIONS MIN.

EQUALLY SPACED. IF DOOR IS HIGHER THAN 8'-0" USE DBL. 2 X 4.

PROVIDE TWO PAIR OF HINGES PER DOOR W/ MIN. 3 SCREWS PER

LEAF INTO DOOR AND WD. JAMB. MORTISE FINISH AS SELECTED

BY OWNER.

F R

A M

E H

E

IG

H T

TYPE A

1 1/2"

SEE SCHEDULE 1 1/2"

/2

DOOR SCHEDULE

SCALE: N.T.S

DOOR TYPES 01

A. ALL DOORS TO BE PAINT SATIN WHITE

B. ALL DOOR HARDWARE SHALL BE LEVER TYPE MEETING ACCESSIBILITY DESIGN

REQUIREMENTS.

C. ALL DOOR HARDWARE SHALL BE SATIN CHROME FINISH (US26D), UNLESS

OTHERWISE INDICATED.

D. COORDINATE ALL HARDWARE KEYING WITH THE OWNER AND OBTAIN OWNER'S

APPROVAL PRIOR TO PLACING HARDWARE ORDER.

E. REFER TO FINISH SCHEDULE FOR WOOD DOOR FINISHES.

235 ALCAZAR AVENUE

CORAL GABLES, FL 33134

OFFICE: (305) 442-1188

FAX: (305) 445-1509

WWW. ADCINTERNATIONAL.NET

ADCARCHITECTURAL DESIGN COLLABORATIVE

SHEET NOTES

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Project Documents for:

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Consultant

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PRINTED ON:

ISSUE DATE AND DESCRIPTION

No DATE BYISSUE DESCRIPTION

C:\Local_Revit\18247_Fort Christmas Post Office Restoration_ARCH_21_aldo.alvarez73.rvt

As indicated

1/12/2022 11:04:51 AM

A00.10

A. ALVAREZ

Fort Christmas Post Office Restoration

12/16/2021

DOOR TYPES, DOOR

SCHEDULE AND

HARDWARE

1300 N Fort Christmas Rd, Christmas

Designer

18247 12/16/2021

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION DOCUMENTS

ORANGE COUNTY CAPITAL PROJECTS DIVISION

400 E. SOUTH STREET ORLANDO FL. 32801

Orlando FL. 32709

01 30% DESIGN DRAWINGS12/13/2020

02 60% CONSTRUCTION DOCUMENTS02/26/2021

03 90% CONSTRUCTION DOCUMENTS06/07/2021

04 100% CONSTRUCTION DOCUMENTS12/16/2021

A.A

A.A

A.A

EXISTING DOORS TO BE RESTORED

No

DOOR FRAME DETAIL

FIRE

RATING

HARDWARE SET REMARKS

TYPE

DIMENSIONS

MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL

WIDTH HEIGHT THICKNESS

01A A2 36" 80" 1 3/8" WOOD PAINT A WOOD PAINT 03 04 - 2,3,4

02A A1 36" 80" 1 3/8" WOOD PAINT A WOOD PAINT 03 04 - 2,3,4

03A B 30" 80" 1 3/8" WOOD PAINT A WOOD PAINT 03 04 - 2,3,4

05A A1 32" 80" 1 3/8" WOOD PAINT A WOOD PAINT 03 04 2,3,4,5

GRAPHIC BY OTHERS

1 DOOR AND FRAME TO MATCH EXISTING DOORS

2 EXISTING DOOR TO REMAIN

3 DOOR AND FRAME TO BE PAINT. REFER TO FINISH PLAN FOR FURTHER

INFORMATION

4 INSTALL NEW HARDWARE. REFER TO HARDWARE SCHEDULE FOR MORE

INFORMATION

5 FORT CHRISTMAS THEME GRAPHICS TO BE REPAINT

NEW DOORS

No

DOOR FRAME DETAIL

FIRE

RATING

HARDWARE SET REMARKS

TYPE

DIMENSIONS

MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL

WIDTH HEIGHT THICKNESS

01B A1 34" 80" 1 3/8" WOOD PAINT A WOOD PAINT 03 04 1

02B B 36" 80" 1 3/8" WOOD PAINT A WOOD PAINT 03 04 1

03B A 32" 80" 1 3/8" WOOD A WOOD

04A A1 32" 80" 1 3/8" WOOD PAINT A WOOD PAINT 03 04 1

SCALE: 6" = 1'-0"

WOOD DOOR FRAME HEAD DETAIL 03 SCALE: 6" = 1'-0"

WOOD DOOR FRAME JAMB DETAIL 04

SCALE: N.T.S

FRAME TYPES 02 REVISIONS

1 Date 9 Revision1

W05

2'-7"

W02

3'-0"

W03

4'-2"

W04

2'-10"

W06

2'-4"

W08

2'-6"

W07

3'-0"

W01

3'-0"

W09

A00.11

Sim

INTERIOR

1" X 6" VERTICAL WALL PLANKS, #2 PINE, TONG &

GROVE

7/8" WOOD FURRING STRIP @

12" O/C VERTICALLY INSTALLED

SELF ADHERENT WATER AND

VAPOR BARRIER

5/8" PLYWOOD BOARD

EXISTING 2" x 4" WOOD STUDS BEYOND

EXTERIOR

GLASS TO MATCH HISTORICAL PERIOD

MATERIALS

WOOD WINDOW FRAME

JAMB EXTENSION IF REQUIRED TO MATCH

WALL THICKNES

INTERIOR CASING WOOD TRIM. 5/8" x 4"

EXTERIOR SIDE CASING 1" x 4"

FILL SHIM SPACE WITH THERMAL INSULATION

WINDOW HEADER. REFER TO STRUCTURAL

R-20 BATTING INSULATION

1" MODIFIED GERMAN LAP

SIDING PROFILE

7/8" WOOD FURRING STRIP

INTERIOR

1" X 6" VERTICAL WALL PLANKS, #2 PINE, TONG &

GROVE

7/8" WOOD FURRING STRIP @

12" O/C VERTICALLY INSTALLED

SELF ADHERENT WATER AND

VAPOR BARRIER

5/8" PLYWOOD BOARD

EXISTING 2" x 4" WOOD STUDS BEYOND

EXTERIOR

GLASS TO MATCH HISTORICAL PERIOD

MATERIALS

WOOD WINDOW FRAME

JAMB STOOL EXTENSION IF REQUIRED TO

MATCH WALL THICKNES

APRON WOOD TRIM. 5/8" x 4"

1" MODIFIED GERMAN LAP

SIDING PROFILE

(REFER TO 02/A05.01)

FILL SHIM SPACE WITH THERMAL INSULATION

WINDOW HEADER. REFER TO STRUCTURAL

BATTING INSULATION

EXTERIOR SIDE TRIM 5/8" X 4"

INTERIOR

1" X 6" VERTICAL WALL PLANKS, #2

PINE, TONG & GROVE

7/8" WOOD FURRING STRIP @

12" O/C VERTICALLY INSTALLED

SELF ADHERENT WATER AND

VAPOR BARRIER

5/8" PLYWOOD BOARD

EXISTING 2" x 4" WOOD STUDS

EXTERIOR

GLASS TO MATCH HISTORICAL PERIOD

MATERIALS

WOOD WINDOW FRAME

JAMB STOOL EXTENSION IF REQUIRED TO

MATCH WALL THICKNES

1" MODIFIED GERMAN LAP

SIDING PROFILE

BATTING INSULATION

EXTERIOR SIDE TRIM 5/8" X 4"

INTERIOR CASING WOOD TRIM. 5/8" x 4"

SILL BELOW

EXTERIOR INTERIOR

235 ALCAZAR AVENUE

CORAL GABLES, FL 33134

OFFICE: (305) 442-1188

FAX: (305) 445-1509

WWW. ADCINTERNATIONAL.NET

ADCARCHITECTURAL DESIGN COLLABORATIVE

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Consultant

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PRINTED ON:

ISSUE DATE AND DESCRIPTION

No DATE BYISSUE DESCRIPTION

C:\Local_Revit\18247_Fort Christmas Post Office Restoration_ARCH_21_aldo.alvarez73.rvt

As indicated

1/12/2022 11:04:54 AM

A00.11

A. ALVAREZ

Fort Christmas Post Office Restoration

12/16/2021

WINDOWS TYPES &

WINDOWS SCHEDULE

1300 N Fort Christmas Rd, Christmas

Designer

18247 12/16/2021

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION DOCUMENTS

ORANGE COUNTY CAPITAL PROJECTS DIVISION

400 E. SOUTH STREET ORLANDO FL. 32801

Orlando FL. 32709

01 30% DESIGN DRAWINGS12/13/2020

02 60% CONSTRUCTION DOCUMENTS02/26/2021

03 90% CONSTRUCTION DOCUMENTS06/07/2021

04 100% CONSTRUCTION DOCUMENTS12/16/2021

A.A

A.A

A.A

No QUANTITY WIDTH HEIGHT

DETAIL

DESCRIPTION

HEAD JAMB SILL

W01 1 3'-0" 3'-9" 02 04 03 WOOD DOUBLE HUNG WINDOW, PAINT WHITE, CLEAR GLASS,

W02 1 3'-0" 3'-5" 02 04 03 EXISTING WOOD DOUBLE HUNG WINDOW, PAINT WHITE, CLEAR GLASS,ORIGINAL GLASS WINDOW TREATMENT TO BE RESTORED BY OTHERS

W03 1 4'-2" 5'-6" 02 04 03 WOOD DOUBLE CASEMENT WINDOW. PAINT WHITE, CLEAR GLASS WOOD,SHELVING UNITS IN THE INTERIOR SIDE OF THE WINDOW

W04 2 2'-10" 3'-4" 02 04 03 WOOD DOUBLE CASEMENT WINDOW PAINT WHITE, CLEAR GLASS, W05 1 2'-7" 4'-8" 02 04 03 WOOD DOUBLE HUNG WINDOW, PAINT WHITE, CLEAR GLASS, W06 5 2'-4" 3'-3" 02 04 03 WOOD DOUBLE HUNG WINDOW, PAINT WHITE, CLEAR GLASS, W07 1 3'-0" 3'-11" 02 04 03 WOOD DOUBLE HUNG WINDOW, PAINT WHITE, CLEAR GLASS, W08 1 2'-6" 2'-6" 02 04 03 WOOD DOUBLE HUNG WINDOW, PAINT WHITE, CLEAR GLASS, W09 1 3'-0" 3'-9" 02 04 03 WOOD FIXED GLASS WINDOW. WITH SHELVES IN THE INTERIOR. PAINT WHITE, CLEAR GLASS

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

WINDOWS ELEVATIONS 01

REVISIONS

No DATE DESCRIPTION BY

SCALE: 3" = 1'-0"

WINDOW HEAD DETAIL 02 SCALE: 3" = 1'-0"

WINDOW SILL DETAIL 03 SCALE: 3" = 1'-0"

WINDOW JAMB DETAIL 04

WINDOWS SCHEDULE

SCALE: 3" = 1'-0"

WINDOW SHELF 09

ELEVATION PICTURE ELEVATION PICTURE

TOP OF FLOOR

UNDERLAY STRUCTURE

TOP OF FLOOR

UNDERLAY STRUCTURE

INTERIOREXTERIOR

1" X 6" VERTICAL WALL

PLANKS, #2 PINE, TONG &

GROVE

1" X 6" VERTICAL WALL

PLANKS, #2 PINE, TONG &

GROVE

INSULATIONINSULATION

TOP OF FLOOR

UNDERLAY STRUCTURE

1" X 6" VERTICAL WALL

PLANKS, #2 PINE, TONG &

GROVE

TAG

STUD

SIZE

WALL

THICKNESS

WOOD

WALL

PLANKS

INSULATION

1/2" 5" YESB 4" (EXISTING)

FIRE

RATING

UL NUMBER

TAG

STUD

SIZE

WALL

THICKNESS

WOOD

WALL

PLANKS

INSULATION

1/2" 4 1/2" NOC 4"

FIRE

RATING

UL NUMBER

1" MODIFIED GERMAN

LAP SIDING PROFILE

(REFER TO 02/A05.01

WALL

THICKNESS INSULATION

6 7/8" YES

FIRE

RATING

UL NUMBER

TAG

STUD

SIZE

WOOD

WALL

PLANKS

1/2"A 4"

SIDING

PLANK

1"

7/8" WOOD FURRING STRIP @

12" O/C VERTICALLY INSTALLED

SELF ADHERENT WATER AND

WAPOR BARRIER

5/8" PLYWOOD BOARD

EXISTING 2" x 4" WOOD

STUDS BEYOND

2" x 4" WOOD STUDS BEYOND EXISTING 2" x 4" WOOD STUDS

BEYOND

1/2" 5" YESB1 4" - -

235 ALCAZAR AVENUE

CORAL GABLES, FL 33134

OFFICE: (305) 442-1188

FAX: (305) 445-1509

WWW. ADCINTERNATIONAL.NET

ADCARCHITECTURAL DESIGN COLLABORATIVE

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ISSUE DATE AND DESCRIPTION

No DATE BYISSUE DESCRIPTION

C:\Local_Revit\18247_Fort Christmas Post Office Restoration_ARCH_21_aldo.alvarez73.rvt

3" = 1'-0"

1/12/2022 11:04:55 AM

A00.12

A. ALVAREZ

Fort Christmas Post Office Restoration

12/16/2021

PARTITION TYPES

1300 N Fort Christmas Rd, Christmas

Designer

18247 12/16/2021

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION DOCUMENTS

ORANGE COUNTY CAPITAL PROJECTS DIVISION

400 E. SOUTH STREET ORLANDO FL. 32801

Orlando FL. 32709

01 30% DESIGN DRAWINGS12/13/2020

02 60% CONSTRUCTION DOCUMENTS02/26/2021

03 90% CONSTRUCTION DOCUMENTS06/07/2021

04 100% CONSTRUCTION DOCUMENTS12/16/2021

A.A

A.A

A.A

SCALE: 3" = 1'-0"

PARTITION TYPES 01

A09.11

A LKJIGEDB

HFC

A09.11

A09.11

A09.11

7'-1 5/8" 13'-11 5/8" 10'-2 3/4"

/8

/8

/4

/4

7'-0" 5'-11 3/4" 1'-0 1/4" 5'-0" 2'-6" 3'-6" 2'-11" 2'-0"

29'-11"

07 07

A09.21

A01.01

A01.01

DASHED LINES REPRESENT ITEMS TO BE REMOVED &

DISPOSED OF AS DIRECTED BY OWNER. GC TO

VERIFY EXTENT OF DEMOLITION.

CONTINUOUS LINES DENOTE ITEMS TO REMAIN..

FLOOR AREA TO BE DEMOLISHED

0 1 2 84

235 ALCAZAR AVENUE

CORAL GABLES, FL 33134

OFFICE: (305) 442-1188

FAX: (305) 445-1509

WWW. ADCINTERNATIONAL.NET

ADCARCHITECTURAL DESIGN COLLABORATIVE

SHEET NOTES

GENERAL NOTES

LEGEND

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ISSUE DATE AND DESCRIPTION

No DATE BYISSUE DESCRIPTION

C:\Local_Revit\18247_Fort Christmas Post Office Restoration_ARCH_21_aldo.alvarez73.rvt

As indicated

1/12/2022 11:04:59 AM

A01.01

A. ALVAREZ

Fort Christmas Post Office Restoration

12/16/2021

DEMOLITION PLAN

1300 N Fort Christmas Rd, Christmas

A. ALVAREZ

18247 12/16/2021

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION DOCUMENTS

ORANGE COUNTY CAPITAL PROJECTS DIVISION

400 E. SOUTH STREET ORLANDO FL. 32801

Orlando FL. 32709

01 30% DESIGN DRAWINGS12/13/2020

02 60% CONSTRUCTION DOCUMENTS02/26/2021

03 90% CONSTRUCTION DOCUMENTS06/07/2021

04 100% CONSTRUCTION DOCUMENTS12/16/2021

A.A

A.A

A.A

SCALE: 1/4" = 1'-0"

DEMOLITION FLOOR PLAN 01

A THE GENERAL CONTRACTOR (GC) SHALL COORDINATE ALL RECYCLING AND ALL DISPOSAL OF ALL

DEMOLISHED MATERIAL AND EQUIPMENT PRIOR TO REMOVAL. ALL RECYCLING EFFORTS SHALL

BE DOCUMENTED PRIOR TO PROCEEDING

B REFER TO SHEETS A00.10 THROUGH A00.12 FOR ADDITIONAL GENERAL NOTES.

C THE CONTRACTOR SHALL PROVIDE A TEMPORARY SHORING PLAN FOR THE REPLACEMENT

PROCEDURES. SUBMIT SIGN AND SEALED SHORING PLANS FOR THE STRUCTURAL ENGINEER

REVIEW.

D REMOVE ALL EXISTING WEATHER PROTECTION AS NECESSARY TO PERFORM THE RESTORATION.

E ALL EXISITNG WOOD IS FINISHED WITH LEAD PAINT THAT HAS BEEN TEMPORARY CONTAINED.

CONTRACTORS WHO RENOVATE OR PARTIALLY DEMOLISH PRE-1978 RESIDENTIAL BUILDINGS

MUST BE LEAD-SAFE CERTIFIED BY EPA AND USE LEAD-SAFE PRACTICES.

F ALL EXISTING LIGHT FIXTURES, JUNCTION BOXES, AND WIRING IS TO BE REMOVED. EXISTING

PERIOD LIGHT FIXTURES TO BE STORED FOR OWNER REVIEW AND FUTURE INSTALLATION.

G REMOVE ALL EXTERIOR WOOD SIDING. CAREFULLY PLAN SEQUENCE OF DEMOLITION WITH

SHORING PLAN. REMOVE ALL REMAINING NAILS FROM STRUCTURE.

H REMOVE ALL ROOF SHEATHING AND REPLACE AS NOTED

I REMOVE ALL EXISTING INTERIOR CEILINGS, FLOORING COVERINGS, WOOD SIDING AND GYPSUM

BOARD. CAREFULLY PLAN SEQUENCE OF DEMOLITION WITH SHORING PLAN.

J ANY REMOVAL OF FURNITURE AND EQUIPMENT U.N.O. COORDINATE WITH OWNER.

K. ALL MATERIALS TO BE SALVAGED SHALL BE STRIPPED & CLEANED BY G.C.

L ALL MATERIALS TO BE SALVAGED SHALL BE STORED ONSITE FACILITIES PROVIDED BY GENERAL

CONTRACTOR WITHING THE CONSTRUCTION AREA. ALL STORAGE FACILITIES SHALL BE

WEATHERPROOF AND LOCKABLE.

M ALL MATERIAL STORAGE SHALL BE GENERAL CONTRACTOR'S RESPONSABILITY. NO OPEN AIR

STORAGE SHALL BE PERMITED FOR ANY CONSTRUCTION MATERIALS, UNLESS AUTHORIZED BY

PARK PROGRAM MANAGER AND CAPITAL PROJECT PROJECT MANAGER.

01 EXISTING ELECTRICAL METER TO BE REPLACED. REFER TO ELECTRICAL

ENGINEERS DRAWINGS FOR MORE INFORMATION

02 EXISTING A/C WINDOW UNIT TO BE REMOVED

03 ALL EXISTING WOOD SIDING TO BE REMOVED

04 EXISTING DOOR TO BE REPLACED

05 CARPET FLOOR TO BE REMOVED.

06 REMOVE ALL INTERIOR CEILINGS

07 EXISTING WINDOW AND TRIM TO BE REMOVED AND DISPOSED

08 EXISTING WINDOW TO BE REMOVED AND REPAIRED FOR REINSTALLATION

PURPOUSES, ALL EXISITNG MODERN GLASS SHOULD BE REPLACED BY

HISTORICAL PERIOD GLASS OR SIMILAR.GC RESPONSABLE TO STORE

WINDOWS.

09 REMOVE EXISTING WOOD WALL. REFER TO STRUCTURAL

10 REMOVE EXISTING WOOD SHELVING

10 REMOVE EXISTING WOOD SHELVING AND CLOSET FRAMING

11 EXISTING MAIL BOXES TO BE REMOVED AND STORE.

12 EXISTING DOOR AND TRIM TO BE REMOVED AND DISPOSED

13 WOOD RAILINGS TO BE REMOVED

14 REMOVE GYPSUM BOARDS FROM ALL WALLS AND DISPOSE

15 REMOVE WOOD SIDING FINISH AND DISPOSE

16 REMOVE WOOD DECK STRUCTURE. REFER TO STRUCTURAL FOR

TEMPORARY ANCHORING OF ROOF STRUCTURE

17 ROTTED SECTION OF FLOOR DECK AND FLOOR STRUCTURE TO BE REMOVED.

REFER TO STRUCTURAL

SCALE: N.T.S

EXISTING MAIN FACADE 02 SCALE: N.T.S

EXISTING REAR FACADE 03

A LKJIGEDB

HFC

A09.12

A09.12

3' - 7"

7' - 0" 6' - 3" 18' - 2"

7' - 0" 16' - 1" 10' - 3"

33' - 4"

0 1 2 84

235 ALCAZAR AVENUE

CORAL GABLES, FL 33134

OFFICE: (305) 442-1188

FAX: (305) 445-1509

WWW. ADCINTERNATIONAL.NET

ADCARCHITECTURAL DESIGN COLLABORATIVE

SHEET NOTES

GENERAL NOTES

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Architect ● Seal/Signature

Project Documents for:

Project:

Client Information

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Project Number

Scale

Drawn By

Checked By

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PRINTED ON:

ISSUE DATE AND DESCRIPTION

No DATE BYISSUE DESCRIPTION

C:\Local_Revit\18247_Fort Christmas Post Office Restoration_ARCH_21_aldo.alvarez73.rvt

1/4" = 1'-0"

1/12/2022 11:05:02 AM

A01.02

A. ALVAREZ

Fort Christmas Post Office Restoration

12/16/2021

ROOF PLAN DEMOLITION

1300 N Fort Christmas Rd, Christmas

Designer

18247 12/16/2021

100% CONSTRUCTION DOCUMENTS

100% CONSTRUCTION DOCUMENTS

ORANGE COUNTY CAPITAL PROJECTS DIVISION

400 E. SOUTH STREET ORLANDO FL. 32801

Orlando FL. 32709

01 30% DESIGN DRAWINGS12/13/2020

02 60% CONSTRUCTION DOCUMENTS02/26/2021

03 90% CONSTRUCTION DOCUMENTS06/07/2021

04 100% CONSTRUCTION DOCUMENTS12/16/2021

A.A

A.A

A.A

SCALE: 1/4" = 1'-0"

03-ROOF_DEMOLITION PLAN 1

01 NEW METAL ROOFING PANELS , DECK AND ROOF STRUCTURE. REFER TO

STRUCTURAL FOR ROOF STRUCTURE REPAIR SCOPE

02 NEW METAL ROOFING PANELS AND ROOF DECK. REFER TO STRUCTURAL FOR

ROOF STRUCTURE REPAIR SCOPE

A THE GENERAL CONTRACTOR (GC) SHALL COORDINATE ALL RECYCLING AND ALL DISPOSAL OF ALL

DEMOLISHED MATERIAL AND EQUIPMENT PRIOR TO REMOVAL. ALL RECYCLING EFFORTS SHALL

BE DOCUMENTED PRIOR TO PROCEEDING

B REFER TO SHEETS A00.10 THROUGH A00.12 FOR ADDITIONAL GENERAL NOTES.

C THE CONTRACTOR SHALL PROVIDE A TEMPORARY SHORING PLAN FOR THE REPLACEMENT

PROCEDURES. SUBMIT SIGN AND SEALED SHORING PLANS FOR THE STRUCTURAL ENGINEER

REVIEW.

D REMOVE ALL EXISTING WEATHER PROTECTION AS NECESSARY TO PERFORM THE RESTORATION.

E ALL EXISITNG WOOD IS FINISHED WITH LEAD PAINT THAT HAS BEEN TEMPORARY CONTAINED.

CONTRACTORS WHO RENOVATE OR PARTIALLY DEMOLISH PRE-1978 RESIDENTIAL BUILDINGS

MUST BE LEAD-SAFE CERTIFIED BY EPA AND USE LEAD-SAFE PRACTICES.

F ALL EXISTING LIGHT FIXTURES,…