Y26-743_Drawings.pdf

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMMINGS

COUNTY MAYOR

NICOLE H. WILSON

District 1 Commissioner

CHRISTINE MOORE

District 2 Commissioner

MAYRA URIBE

District 3 Commissioner

MARIBEL GOMEZ CORDERO

District 4 Commissioner

KELLY MARTINEZ SEMRAD

District 5 Commissioner

MICHAEL SCOTT

District 6 Commissioner

REMOVE ALL EXISTING EXTERIOR WINDOWS. INSTALL

NEW ALUMINUM STOREFRONT WINDOWS WITH FIXED

GLAZING WITHIN EXISTING OPENINGS.

PROJECT SCOPE

PROJECT DESIGN TEAM

CARLSON CONSTRUCITON

ESTIMATORS

1000 SAVAGE COURT,SUITE 104

LONGWOOD, FL 32750

PH: (407) 792-9988

CONTACT: ANITA CARLSSON TROUT

COST ESTIMATING

A C CT T SEH IR

AR0014284

RHODES+BRITO ARCHITECTS

605 E. ROBINSON ST, SUITE 750

ORLANDO, FL 32801

PH. (407) 648-7288

CONTACT: MAXIMIANO BRITO

ARCHITECTURE STRUCTURE

C & S COMPANIES

255 E ROBINSON ST, SUITE 2145

ORLANDO, FL 32801

PH: (407) 422.1118

CONTACT: ANDREA CELLA

FREDRICK DOUGLASS DAY CARE CENTER

WINDOW REPLACEMENT

BID DOCUMENTS

12/11/2025

ORANGE COUNTY GOVERNMENT

G000

3688 DAY CARE CENTER RD, ZELLWOOD, FL 32757

400 EAST SOUTH STREET, SUITE 500

ORLANDO, FL 32801

VICINITY MAP

PROJECT LOCATION

D A

Y C

A R

E C

E N

T E

R R

O A

D

WILLOW STREET

DATE SUBMISSION / REVISION NO.

r h o d e s + b r i t o A R C H I T E C T S

A

A101

A2

A711

A2

A711

MATERIALS LEGEND

DRAWING FORMAT

DIMENSIONING SHEET NUMBERING

100 SF

A101

A711A scale:

drawn:

check:

date:

project no: 2001.001

01.01.01 date

Client Logo and

Project Title

ALL

REPRODUCTION

AND

INTELLECTUAL

PROPERTY

RIGHTS

RESERVED

CLIENT LOGO

HERE

A

B

C

D

E

F

G

H

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

19.02

TYP

TYP

G1

E1

C1

A1 A3

C3

E3

G3

A5 A7 A9

C5

EACH SHEET IS DIVIDED INTO A GRID. AN ALPHA-NUMERIC GRID COORDINATE SYSTEM IS USED TO ORGANIZE THE DRAWING TITLES

DRAWING TITLES ARE NUMBERED ACCORDING TO ITS LOCATION ON THE GRID. THE LOWER LEFT HAND CORNER GRID OF THE

DRAWING IS USED AS THE IDENTIFICATION NUMBER (SEE DIAGRAM).

COLUMN CENTERLINE

PARTITIONS ARE DIMENSIONED TO FACE OF STUDS, FACE OF CMU AND FACE OF

BLOCK UNLESS INDICATED OTHERWISE

DIMENSIONS ARE INDICATED ON DRAWINGS, DO NOT SCALE DRAWINGS

6.

7.

PARTITION

KEYNOTE

REFERENCE

ELEVATION

REFERENCE

REVISION

IDENTIFICATION

PARTITION TYPE

IDENTIFICATION

WINDOW TYPE

REVISION NUMBER

(REFER TO TITLE

BLOCK)

TARGET ELEVATION

TARGET DESCRIPTION

WINDOW DESIGNATION

(REFER TO WINDOW

SCHEDULE)

REFERENCE NUMBER

PARTITION TYPE

(REFER TO PARTITION

TYPE DETAILS)A

GRAPHIC

SCALE

INDICATES FEET

WHEN A ROOM/BUILDING/OBJECT CENTERLINE IS INDICATED, ONLY ONE SIDE OF

ELEMENT MAY BE DIMENSIONED

PARTITIONS WITH FINISH FACE FLUSH WITH FINISH FACE OF COLUMN WILL NOT BE

DRAWN ON SMALL SCALE PLANS BUT WILL BE DRAWN ACCORDINGLY ON LARGER

SCALE DRAWINGS.

COLUMN CENTERLINE

PARTITION FINISH FACE ON COLUMN OR GRID LINE WILL NOT BE DIMENSIONED ON

SMALL SCALE PLANS BUT WILL BE DRAWN ACCORDINGLY ON LARGER SCALE

DRAWINGS.

PARTITIONS CENTERED ON COLUMNS OR GRID LINES WILL NOT BE DIMENSIONED ON

SMALL SCALE PLANS BUT WILL BE DRAWN ACCORDINGLY ON LARGER SCALE

DRAWINGS.

5.

4.

PARTITION

3.

B. AS DIMENSIONED

COLUMN CENTERLINE

PARTITION

DOOR LOCATION

DOORS ARE LOCATED BY ONE OF THE FOLLOWING:

A. ONE JAMB FACE LOCATED BY A PARTITION AT RIGHT ANGLE.

2.

1.

PARTITION

DOOR

SINGLE INTERIOR

ELEVATION

REFERENCE

RESTROOM

ACCESSORY

IDENTIFICATION

DOOR NUMBER

SPOT

ELEVATION

REFERENCE

TRUE

NORTH ARROWDOOR NUMBER

(SEE DOOR SCHEDULE)

TARGET ELEVATION

ACCESSORY TYPE

(REFER TO RESTROOM

ACCESSORY SCHEDULE)A

ELEVATION DETAIL NUMBER

ELEVATION ORIENTATION

SHEET NUMBER ON WHICH

ELEVATION OCCURS

ROOM AREA

WALL SECTION

OR BUILDING

SECTION

REFERENCE

ROOM NUMBER

SHEET NUMBER ON

WHICH SECTION OCCURS

SECTION ORIENTATION

SECTION DETAIL NUMBER

ROOM NAME

COLUMN

IDENTIFICATION

B

CALLOUT DETAIL

REFERENCE

A501

A1

COLUMN CENTERLINE

DRAWING ON WHICH

DETAIL OCCURS

DETAIL NUMBER

REVISION SYMBOLS

REVISION AREA

REVISION DELTA

SUBCATEGORY

SHEET NUMBER

ITEM

CATEGORY

DISCIPLINE:

L - Landscape

S - Structural

A - Architectural

P - Plumbing

E - Electrical

M - Mechanical (HVAC)

C - Civil

RIGID INSULATION

POROUS FILL

GYPSUM BOARD /

GROUT FILL

BATT INSULATION

STEEL

PLYWOOD

(OR GLULAM)

CONTINUOUS

ROUGH LUMBER

DISCONTINUOUS

ROUGH LUMBER

CONCRETE MASONRY UNITSFINISH LUMBER

CONCRETE

EARTH

PROJECT

NORTH ARROW

DRAWING INDEX

BEXISTING COLUMN

IDENTIFICATION

LIST OF ABBREVIATIONS

MISCELLANEOUS CHANNEL

MECHANICAL/ELECTRICAL/PLUMBING

LAMINATED VENEER LUMBER

COMPT COMPARTMENT

BW

BVL

BOTH WAYS

BEVELED

BM

BSL

BS

BOT

BRK

BUR

BRG PL

BRG

BSMT

BO

BD

BLDG

BLK(G)

BIT

BET

BEL

BENCH MARK

BUILDING SETBACK LINE

BUILT UP ROOFING

BOTH SIDES

BEARING PLATE

BOTTOM OF

BASEMENT

BRICK

BEARING

BOTTOM

BITUMINOUS

BLOCK(ING)

BUILDING

BOARD

BETWEEN

BELOW

CP

CT

CYD

CORR

CRS

CR

CSMT

CENTER POINT

CUBIC YARD

COURSE(S)

CORRUGATED

CERAMIC TILE

CHROMIUM (PLATED)

CASEMENT

ADDENDUMADD

A/V

AUTO

ASPH

ASB

ARCH

APROX

ANOD

AP

AHU

A/E

ADD'D

ANC

ALUM

ALT

ADJ

ADH

AFF

ANCHOR(AGE)

AUDIO VISUAL

ACCESS PANEL

APPROXIMATE

ARCHITECT(URAL)

ANODIZED

ASBESTOS

ASPHALT

AUTOMATIC

AIR HANDLING UNIT

ARCHITECT/ENGINEER

ADDITIONAL

ABOVE FINISHED FLOOR

ADJUSTABLE

ADHESIVE

ALTERNATE

ALUMINUM

AD

AB

A/C

ACT

ACPL

AC

ACC

ABV

ACOUSTICAL

ACOUSTICAL PLASTER

ACOUSTICAL TILE

AIR CONDITIONING

ANCHOR BOLT

AREA DRAIN

ABOVE

ACCESS

CI CAST IRON

CNTRSNK

CO

CONN

CONT

CONTR

CONST

CONC

COL

CNTR

CLOS

CK

CJ

CMU

CLS

CLR

CIR

CLC

CIP

CONNECTION

COUNTERSINK

CONTRACT(OR)

CONTINUOUS

CONSTRUCTION

CLEAN OUT

CENTER

CONCRETE

COLUMN

CONTROL JOINT

CAST-IN-PLACE

CONC MASONRY UNIT

CLEAR(ANCE)

CLOSET

CAULK

CEILING

CLOSURE

CIRCLE

CG

C/C

CAT

CFT

CHAM

CHT

CB

CAB

CORNER GUARD

CENTER TO CENTER

CUBIC FOOT

CEILING HEIGHT

CAST BASIN

CATEGORY

CHAMFER

CABINET

MANHOLEMH

INVERTINV

FRP FIBERGLASS REINFORCED

PLASTICEJ EXPANSION JOINT

GALVANIZED STEEL SHEET

EQUIP

EXT

EXP

EX

EST

ESC

EWC

ENGR

EQ

ENCL

EMER

ELEV

EL

EP

ELEC

EQUIPMENT

EXPANDED(EXPANSION)

ELECTRIC WATER COOLER

EXTERIOR

EXISTING

ESTIMATE

ESCALATOR

ELECTRICAL POWERBOARD

ENGINEER

EQUAL

ENCLOSE(URE)

EMERGENCY

ELEVATOR

ELEVATION

ELECTRICAL

GKT GASKET(ED)

GP

GYP

GWB

GYPBD

GLAM

GL

GSS

GYPSUM WALL BOARD

GYPSUM BOARD

GLUE LAMINATED

GALVANIZED PIPE

GYPSUM

GLASS

GA

GI

GEN'L

GD

GB

GC

GALV

FURN

FT

FUT

FUR

FS

FTG

FRT

GALVANIZED IRON

GENERAL CONTRACTOR

GALVANIZED

GAUGE

GENERAL

GRADE

GRAB BAR

FURNITURE/FURNISHINGS

FIRE-RETARDANT

FOOT

FUTURE

FURRING

FULL SIZE

FOOTING

JT

KIT

KO

JC

JB

JF

JST

IPS

JOINT

KITCHEN

KNOCKOUT

JANITOR CLOSET

JUNCTION BOX

JOINT FILLER

IRON PIPE SIZE

JOIST

MIR

MISC

MIN

MTD

MO

MM

MT

MASONRY OPENING

MIRROR

MISCELLANEOUS

MILLIMETER

MINIMUM

METAL THRESHOLD

MOUNTED

FIRE-RESISTANT COATING

FIRE EXTINGUISHER CABINET

FINISHED FLOOR ELEVATION

EXTERIOR INSULATION & FINISH

SYSTEM

DISP DISPENSER

EB

EIFS

E

EA

DWR

DR

DN

DWG

DRB

DS

DIV DR

DTL

DL

DP

EXPANSION BOLT

EAST

EACH

DRAWER

DIVISION DOOR

DAMP PROOFING

DOOR

DOWN

DRAWING

DRAIN BOARD

DOWN SPOUT

DETAIL

DEAD LOAD

DEPT

DBL

DF

DH

DIM

DIA

DEP

DEMO

DRINKING FOUNTAIN

DEMOLISH, DEMOLITION

DEPARTMENT

DOUBLE

DIMENSION

DOUBLE HUNG

DIAGONAL

DEPRESSED

FF FACTORY FINISH

FR

FND

FPL

FRC

FP

FOS

FOF

FOM

FOC

FLUOR

FH

FJT

FLR

FLEX

FLG

FFE

FIN

FGL

FRAME(D)(ING)

FOUNDATION

FLOOR PLATE

FACE OF STUDS

FACE OF FINISH

FACE OF MASONRY

FACE OF CONCRETE

FIREPROOF

FLUORESCENT

FIRE HYDRANT

FLUSH JOINT

FIBERGLASS

FLOOR

FLEXIBLE

FLASHING

FINISH(ED)

FBO

FCO

FEC

FE

FA

FAS

FD

FB

FURNISHED BY OTHERS

FLOOR CLEAN OUT

FIRE EXTINGUISHER

FIRE ALARM

FASTEN, FASTENER

FLOOR DRAIN

FACE BRICK

INSULATED BY CONTRACTOR

HEATING/VENTILATING/AIR

CONDITIONING

HP HIGH POINT

INCL

INT

IBC

INFO

ID

INSUL

HR

HWH

HRDW

HWD

HD HT

HTG

HT

HVAC

HOT

WATER

HEATER

INCLUDE(D)(ING)

INFORMATION

INSIDE DIAMETER

INSULATION

INTERIOR

HARDWOOD

HEAD HEIGHT

HOUR

HARDWARE

HEATING

HEIGHT

HM

HB

HOR

HBD

HJT

HDR

HD

HC

HOLLOW METAL

HORIZONTAL

HARDBOARD

HEAD JOINT

HEAVY DUTY

HOLLOW CORE

HOSE BIBB

HEADER

LUMP SUMLS

MED

MEMB

MECH

MAS

MAT'L

MAX

MEP

MTL

MFR

LVR

LVL

MC

M

LT

MATERIAL

MECHANICAL

MEDIUM

MEMBRANE

MAXIMUM

MANUFACTURER

METAL

MASONRY

LOUVER

METER

LIGHT

LAV

LAM

LBL

LAB

LF

LH

LB

LL

LAVATORY

LAMINATE

LINEAR FOOT

LEFT HAND

LABORATORY

LAG BOLT

LIVE LOAD

LABEL

WROUGHT IRON

VINYL ASBESTOS TILE

WELDED WIRE FABRIC

WALL TO WALL

UNDERWRITERS

LABORATORY

UNLESS NOTED OTHERWISE

VAPOR BARRIER

VINYL COMPOSITION TILE

WHEEL BUMPER

WATER REPELLENT

WATERPROOFING

WATER CLOSET

WHB

STANDARDSTD

ROOMRM

PRE CAST CONCRETEPCC

ROUGH OPENING

REVERSE(SIDE)

RIGHT OF WAY

RAIN WATER CONDUCTOR

POLYVINYL CHLORIDE

POUNDS PER CUBIC FOOT

POUNDS PER LINEAL FOOT

POUNDS PER SQUARE FOOT

POINT/PRESSURE TREATED

POUNDS PER SQUARE INCH

PROPERTY LINE/PLATE

PREFABRICATE(D)

PRE FINISHED

PLASTIC LAMINATE

PAIR/PROPOSAL REQUEST

PRELIMINARYPRELIM

PVC

PSF

PT

PSI

PRF

PTN

PVMT

PERFORMED

PARTITION

PAVEMENT

PLF

PLYWD

PREFAB

PNT

PR

POL

PLBG

PNL

PNTD

PLYWOOD

PAINT

POLISHED

PLUMBING

PANEL

PAINTED

PCF

PG

PL

PERIM

PH

PFN

PJ

PLAM

PLAS

PLATE GLASS

PERIMETER

PHASE

PANEL JOINT

PLASTER

RO

ROW

RVS

RWC

TOP OF MASONRY

TONGUE AND GROOVE

TOILET PARTITION

TOILET PAPER DISPENSER

THRES THRESHOLD

TR TRANSOM

TYPICAL

TELEVISION

TYP

TV

TOLERANCE

TOP OF

TOP OF STEEL

TOP OF WALL

TOILET

TOL

TO

TOM

TOS

TOW

TLT

TPTN

TPD

TOWEL BAR

TREAD

THICK(NESS)

TEMPORARY

TERRAZZO

TELEPHONE

TB

T

T&G

THK

TEMP

TER

TEL

SYSTEM

SYNTHETIC

SYMMETRY(ICAL)

SUSPENDED

STRUCTURAL

STORAGE

STEEL

SYS

SYN

SYM

SUS

STR

STOR

STL

WTW

WWF

WI

WSCT

WO

WM

WIN

WTH

WS

WR

WP

WAINSCOT

WITHOUT

WIRED MESH

WINDOW

WIDTH

WATER STOP

RUBBER BASE

REQUEST FOR INFO

ROOF HATCH

REFLECTED CEILING PLAN

REVISION(S),(D)

REFLECT(ED),(ING)

REFRIGERATOR

RAIN LEADER

REINFORCE(D),(ING)

QUARRY TILE

VERTICAL DATUM

NATIONAL GEODETIC

NOT APPLICABLE

NOT IN CONTRACT

OUTSIDE DIAMETER

NOT TO SCALE

OVERFLOW ROOF DRAIN

OPPOSITE HAND

PC

OV

OPP

ORD

OS

PRE CAST

OVERALL

OPPOSITE

OUTSIDE

OC

OFC

OH

OD

OPG

OH/OPH

ON CENTER

OFFICE

OVERHEAD

OPENING

NGVD

N

NA

NIC

NO

NOM

NTS

NORTH

NUMBER

NOMINAL

RADIUSRAD

RFI

RFH

RFG

REV

RES

RET

RH

RFL

RL

ROOFING

RESILIENT

RETURN

RIGHT HAND

REQ'D

RD

RB

RCP

REM

REF

REFR

REG

REINF

REQUIRED

ROOF DRAIN

REMOVE

REFERENCE

REGISTER

RA

R

QTR

QT

RETURN AIR

RISER

QUARTER

SLAB ON GRADE

STAINLESS STEEL

SPECIFICATION(S)

SHELVINGSH

STATION

SQUARE YARD

SQUARE INCH

SQUARE

SPECIAL

SPEAKER

SPACER

STA

SQ/YD

SQ/IN

SS

SQ

SPEC

SPL

SPK

SPCR

SEALER

STEEL JOIST

SHELVING

SOUND PROOF

SLEEVE

SIMILAR

SHEET

SHEATHING

SOG

SLR

SJ

SHELV

SP

SL

SIM

SHT

SHTH

SQUARE FOOT

SOUTH

STORM DRAIN

SOLID CORE

SHEET GLASS

SECTION

SCHEDULE

SAFETY GLASS

SF

S

SD

SC

SG

SECT

SCHED

SFGL

W/

WH

WB

WD

WG

W

WC

WITH

WALL HUNG

WOOD BASE

WOOD

WIRED GLASS

WEST

VAT

VEST

VB

VCT

VAR

VERT

VESTIBULE

VARNISH

VERTICAL

UNF

UR

UL

UNO

UC

UNFINISHED

URINAL

UNDERCUT

OPCI OWNER PROVIDED

CONTRACTOR INSTALLED

OPOI OWNER PROVIDED

OWNER INSTALLED

CPCI CONTRACTOR PROVIDED

CONTRACTOR INSTALLED

RECEP RECEPTIONIST

SECRETARYSECR

SECURITYSECU

AHJ AUTHORITY HAVING JURISDICTION

VOL VOLUME

FV FIELD VERIFIED

UNO

4" TYP

SYMBOL LEGEND

ROOM

NAMEROOM

IDENTIFICATION

A711

MULTIPLE

INTERIOR

ELEVATION

REFERENCE

A1

A3

A2A4

ELEVATION DETAIL NUMBER

ELEVATION ORIENTATION

SHEET NUMBER ON WHICH

ELEVATION OCCURS

FIRST FLOOR

100' - 0"

SPECIALITY

EQUIPMENT

IDENTIFICATION

EQUIPMENT TYPE

(REFER TO EQUIPMENT

SCHEDULE)A

02 4 8134 no.revision

G - General

ID - Interior Design

FS - Food Service

FP - Fire Protection

T - Technology

SCALE:

DATE:

DRAWN BY:

CHECK BY:

PROJECT NUMBER:

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ALL REPRODUCTION AND INTELLECTUAL

PROPERTY RIGHTS RESERVED ©

Seal

Consultants

Client

A C CT T SEH IR

605 E. ROBINSON STREET, SUITE 750

ORLANDO, FL 32801

AR0014284

www.rbarchitects.com 407.648.7288

12" = 1'-0"

G001

GENERAL

INFORMATION

EW

JS

12/11/2025

18019-0077

FREDRICK DOUGLASS

DAY CARE CENTER

WINDOW

REPLACEMENT

ORANGE COUNTY

GOVERNMENT

BID DOCUMENTS

GENERAL

REV. NO. SHEET NAME

G000 COVER SHEET

G001 GENERAL INFORMATION

Grand total: 2

ARCHITECTURAL

REV. NO. SHEET NAME

A101 FLOOR PLAN & ELEVATIONS

A601 STOREFRONT ELEVATIONS & DETAILS

AD101 DEMOLITION FLOOR PLAN & ELEVATIONS

Grand total: 3

STRUCTURAL

REV. NO. SHEET NAME

S-001 STRUCTURAL GENERAL NOTES AND SCHEDULES

Grand total: 1

DATE SUBMISSION/REVISION NO.

A101

C1

A101

A1

AD101

C1

BABIES

ROOM

CLASSROOM

BATH

BATH

MEN

BATH

FOYER

WOMEN

LAUNDRY

OFFICE

CLOSET

FOYER

DRY

CLOSET

KITCHEN

DINING

ROOM

CLASSROOM

CLASSROOM

CLASSROOM

BATH

BATH

BATH

AD101

A1

D01D01

D01

D02D02

D02

D01D01D01D01 A601

C7

D01 D01

(TYP)(TYP)

Level 1

+0'-0"

D01

SCALE:

DATE:

DRAWN BY:

CHECK BY:

PROJECT NUMBER:

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ALL REPRODUCTION AND INTELLECTUAL

PROPERTY RIGHTS RESERVED ©

Seal

Consultants

Client

A C CT T SEH IR

605 E. ROBINSON STREET, SUITE 750

ORLANDO, FL 32801

AR0014284

www.rbarchitects.com 407.648.7288

1/8" = 1'-0"

AD101

DEMOLITION FLOOR

PLAN & ELEVATIONS

EW

JS

12/11/2025

18019-0077

FREDRICK DOUGLASS

DAY CARE CENTER

WINDOW

REPLACEMENT

ORANGE COUNTY

GOVERNMENT

BID DOCUMENTS

SCALE: 1/8" = 1'-0"AD101

D1 DEMOLITION FLOOR PLAN

SCALE: 1/8" = 1'-0"AD101

C1 SOUTH ELEVATION - DEMOLITION

SCALE: 1/8" = 1'-0"AD101

A1 NORTH ELEVATION - DEMOLITION

SCALE: 1/8" = 1'-0"AD101

A9 TYP. SIDE WALL ELEVATION

DEMOLITION KEYNOTE LEGEND

D01 REMOVE ALL EXISTING EXTERIOR WINDOWS. EXISTING MASONRY OPENING TO

REMAIN AS-IS.

D02 REMOVE EXISTING INTERIOR FINISHES ONLY AS REQUIRED FOR REMOVAL /

INSTLLATION OF WINDOWS.

GENERAL NOTES - DEMOLITION

A VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF WORK. THE GENERAL

CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION AND

COORDINATION OF ALL EXISTING CONDITIONS WITH CONTRACT DESIGN

DOCUMENTS. CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT IN WRITING

OF ANY DISCREPANCIES PRIOR TO THE START OF DEMOLITION WORK.

B GENERAL CONTRACTOR SHALL COORDINATE THE DEMOLITION WORK

DESCRIBED IN THE DEMOLITION DRAWINGS OF EACH DISCIPLINE WITHIN THE

CONTRACT DOCUMENTS.

C PRIOR TO START OF DEMOLITION, THE CONTRACTOR SHALL CREATE A SITE

SURVEY FOR THE AREA OF WORK IN THE PRESENCE OF THE OWNER, TO

IDENTIFY EXISTING ITEMS TO REMAIN, TO BE SALVAGED, TO BE

REMOVED/REINSTALLED DURING CONSTRUCTION, AND TO IDENTIFY DAMAGED

ITEMS NDICATED TO REMAIN. SITE SURVEY MUST BE ACCEPTED BY OWNER &

ARCHITECT.

D WHERE ITEMS ARE SCHEDULED TO REMAIN DURING CONSTRUCTION, GENERAL

CONTRACTOR MUST PROTECT THOSE ITEMS FROM DAMAGE. WHERE ITEMS

ARE SCHEDULED TO BE REMOVED AND REINSTALLED, THE GENERAL

CONTRACTOR IS RESPONSIBLE TO PROTECT AND STORE THOSE ITEMS DURING

CONSTRUCTION.

E CONTRACTOR SHALL NOT DAMAGE OR ALTER EXISTING STRUCTURAL COLUMNS

DURING DEMOLITION. REFER TO STRUCT DRAWINGS.

F ALL EXISTING DOORS ARE TO REMAIN.

REFER TO ELEVATION

A9/AD101 FOR WINDOW

DEMOLITION AT RETURN

WALL

REFER TO ELEVATION

A9/AD101 FOR WINDOW

DEMOLITION AT RETURN

WALL

REFER TO ELEVATION

A9/AD101 FOR WINDOW

DEMOLITION AT RETURN

WALL

REFER TO ELEVATION

A9/AD101 FOR WINDOW

DEMOLITION AT RETURN

WALL

BABIES

ROOM

CLASSROOM

BATH

MEN

BATH

FOYER

WOMEN

LAUNDRY

OFFICE

FOYER

DRY

CLOSET

KITCHEN

DINING

ROOM

D

CLASSROOM

CLASSROOM

CLASSROOM

BATH

H F

GM

J HJ

KH

ML

HK

A101

C1

A101

A1

A601

C7

01 01

01 01

A

B

DA

C

B

A

AA

AA A

H J J

D

G

H

FK L M

K

M

Level 1

+0'-0"

H

SCALE:

DATE:

DRAWN BY:

CHECK BY:

PROJECT NUMBER:

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ALL REPRODUCTION AND INTELLECTUAL

PROPERTY RIGHTS RESERVED ©

Seal

Consultants

Client

A C CT T SEH IR

605 E. ROBINSON STREET, SUITE 750

ORLANDO, FL 32801

AR0014284

www.rbarchitects.com 407.648.7288

1/8" = 1'-0"

A101

FLOOR PLAN &

ELEVATIONS

EW

JS

12/11/2025

18019-0077

FREDRICK DOUGLASS

DAY CARE CENTER

WINDOW

REPLACEMENT

ORANGE COUNTY

GOVERNMENT

BID DOCUMENTS

SCALE: 1/8" = 1'-0"A101

E1 FLOOR PLAN - NEW WORK

SCALE: 1/8" = 1'-0"A101

C1 SOUTH ELEVATION - NEW WORK

SCALE: 1/8" = 1'-0"A101

A1 NORTH ELEVATION - NEW WORK

SCALE: 1/8" = 1'-0"A101

A9 TYP. SIDE ELEVATION

GENERAL NOTES - FLOOR PLAN

A THESE DRAWINGS HAVE BEEN DEVELOPED FROM OBSERVED FIELD CONDITIONS

AND AS-BUILT DRAWINGS. THE DRAWINGS MAY NOT REFLECT ALL HIDDEN

CONDITIONS. THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND SHALL

VERIFY THESE DRAWINGS WITH THE EXISTING FIELD CONDITIONS. THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY

DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS.

B IT IS THE INTENT OF THIS FACILITY TO REMAIN OPERATIONAL FOR THE DURATION

OF THIS PROJECT. CONTRACTOR SHALL ENSURE SAFETY OF ALL OCCUPANTS.

ITEMS WHICH MAY CREATE DUST, NOISE, OR CIRCULATION PROBLEMS SHALL BE

COORDINATED WITH OWNER PRIOR TO START OF WORK.

C CONTRACTOR SHALL PROTECT ALL ITEMS INTENDED TO REMAIN IN PLACE

DURING CONSTRUCTION FROM DAMAGE DURING DEMOLITION WORK AND SHALL

BEAR ALL COSTS OF REPAIRING OR REPLACING EXISTING ITEMS DAMAGED

DURING CONSTRUCTION.

D ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS

ASSOCIATED WITH DEMOLITION AND NEW WORK. FOR ADDITIONAL GENERAL

NOTES, LEGENDS, AND SCHEDULES REFER TO SHEET G001.

E WHERE REQUIRED BY CONTRACT DOCUMENTS AND/OR AHJ, CONTRACTOR SHALL

PROVIDE ENGINEERED SHOP DRAWINGS AND FL PRODUCT APPROVALS FOR

REVIEW BY THE DESIGN TEAM PRIOR TO FABRICATION OF ALL ASSEMBLIES.

F ALL MATERIAL STORED ON SITE SHALL BE PROPERLY PROTECTED FROM INJURY

OR DETERIORATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS

INCURRED TO CLEAN THE STORED MATERIAL TO THE SATISFACTION OF THE

OWNER AND DESIGNER.

G WHERE CONFLICT EXISTS AMONG THE VARIOUS PARTS OF THE CONTRACT

DOCUMENTS, DRAWINGS, GENERAL NOTES, AND SPECIFICATIONS, THE

STRICTEST REQUIREMENTS SHALL GOVERN.

H ARCHITECTUAL AND ENGINEERS DRAWINGS, AS PART OF THE CONTRACT

DOCUMENTS, INDICATE SUFFICIENT INFORMATION TO CONVEY DESIGN INTENT. IF

ERRORS, INCONSISTENCIES, OR OMISSIONS ARE DISCOVERED, PROMPTLY

NOTIFY THE ARCHITECT AND ENGINEERS IN WRITING.

J CONTRACTOR SHALL PATCH / REPAIR INTERIOR FINISHES AS NEEDED AFTER THE

STOREFRONT INSTALLATION IS COMPLETE. ALL PATCHED / REPAIRED AREAS

SHALL BE PAINTED TO MATCH EXISTING.

NOTE:

THIS ELEVATION OCCURS IN FOUR (4)

LOCATIONS

KEYNOTE LEGEND

01 NEW ALUMINUM STOREFRONT WINDOW WITH FIXED GLAZING.

06 LINE OF HIGH WINDOW. REFER TO EXTERIOR ELEVATIONS FOR CLARITY.

A9

A601

(3 EQ. SPACING)

11' - 10"

(3 EQ. SPACING)

11' - 10"

24' - 0" (MO)

(5 E

Q S

P A

C

IN

G

(M O

A A

A9

A601

16' - 0" (M0)

(2 EQ. SPACING)

7' - 10"

(2 EQ. SPACING)

7' - 10"

(5 E

Q S

P A

C

IN

G

(M O

B B

(5 E

Q S

P A

C

IN

G

(M O

(3 EQ. SPACING)

12' - 0" (MO)

C

(M O

21' - 0" (MO)

EQ EQ EQ EQ EQ EQ EQ

F

4' - 0" (MO)

(M O

EQ. EQ.

J

9' - 0" (MO)

2' - 0" 2' - 0"

(M O

G

(M O

5' - 0" (MO)

EQ EQ

M

2' - 3" (MO)

(M O

EQ EQ

H

5' - 8" (MO)

(M O

M

EQ EQ

EXISTING LINTEL

BACKER ROD AND

SEALANT AT PERIMETER

OF FRAME EACH SIDE

EXISTING CMU WALL

EXTERIOR

ALUM. STOREFRONT W/

FIXED GLAZING. REFER TO

STOREFRONT SYSTEM NOTES

WOOD SHIM

INTERIOR FRAMING AND

WALLBOARD SHALL BE

PATCHED / REPAIRED AND

REPAINTED TO MATCH

EXISTING AS NEEDED AFTER

INSTALLATION OF TOREFRONT

IS COMPLETE.

INTERIOR

EXISTING

CONCRETE SILL

TO REMAIN IN

PLACE

EXISTING CMU

WALL

SEALANT WITH

BACKER ROD

ALUM. STOREFRONT W/

FIXED GLAZING. REFER TO

STOREFRONT SYSTEM NOTES

EXISTING FURRING

AND WALLBOARD

TO REMAIN

(V.I.F.)

EXISTING WOOD SILL

TO BE REMOVED

AND SALVAGED

FOR REINSTALLATION.

CUT WIDTH OF SILL

AS NEEDED TO ACCOMODATE

NEW STOREFROMT

INTERIOR EXTERIOR

INTERIOR FRAMING AND

WALLBOARD SHALL BE

PATCHED / REPAIRED AND

REPAINTED TO MATCH AS

NEEDED AFTER INSTALLATION

OF STOREFRONT IS

COMPLETE.

BACKER ROD AND

SEALANT AT THE

PERIMETER OF THE

FRAME, EACH. SIDE

EXIST. CMU

WALL

ALUM. STOREFRONT

W/ FIXED GLAZING

EXTERIOR

INTERIOR

8' - 5" (MO)

(M O

2' - 0" 2' - 0"

L

EXISTING STL.

COLUMN TO

REMAIN.

ALUM. STOREFRONT

W/ FIXED GLAZING

BREAK METAL COLUMN

WRAP AT BOTH INTERIOR

AND EXTERIOR SIDES. COLOR

TO MATCH DARK BRONZE

STOREFRONT

WOOD BLOCKING

ADJUST SIZE AS

NEEDED. ATTACHED

TO STEEL COLUMN

BACKER ROD &

SEALANT - TYP

CONC. SILL

BELOW

EXTERIOR

INTERIOR

ALIGN

ALIGN

24' - 2" (MO)

(M O

EQ EQ EQ EQ EQ EQ EQ

K

SCALE:

DATE:

DRAWN BY:

CHECK BY:

PROJECT NUMBER:

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ALL REPRODUCTION AND INTELLECTUAL

PROPERTY RIGHTS RESERVED ©

Seal

Consultants

Client

A C CT T SEH IR

605 E. ROBINSON STREET, SUITE 750

ORLANDO, FL 32801

AR0014284

www.rbarchitects.com 407.648.7288

As indicated

A601

STOREFRONT

ELEVATIONS &

DETAILS

EW

JS

12/11/2025

18019-0077

FREDRICK DOUGLASS

DAY CARE CENTER

WINDOW

REPLACEMENT

ORANGE COUNTY

GOVERNMENT

BID DOCUMENTS

SCALE: 1/2" = 1'-0"A601

G1 STOREFRONT ELEVATION 'A'

SCALE: 1/2" = 1'-0"A601

G5 STOREFRONT ELVATION 'B'

SCALE: 1/2" = 1'-0"A601

G7 STOREFRONT ELEVATION 'C'

SCALE: 1/2" = 1'-0"A601

E1 WINDOW ELEVATION 'D'

SCALE: 1/2" = 1'-0"A601

E5 WINDOW ELEVATION 'F'

SCALE: 1/2" = 1'-0"A601

C5 WINDOW ELEVATION 'J'

SCALE: 1/2" = 1'-0"A601

C1 WINDOW ELEVATION 'G'

SCALE: 1/2" = 1'-0"A601

E3 WINDOW ELEVATION 'E'

SCALE: 1/2" = 1'-0"A601

C3 WINDOW ELEVATION 'H'

SCALE: 1/2" = 1'-0"A601

A1 WINDOW ELEVATION 'M'

SCALE: 3" = 1'-0"A601

A3 TYPICAL STROREFRONT HEAD DETAIL

SCALE: 3" = 1'-0"A601

A5 TYPICAL STOREFRONT SILL DETAIL

SCALE: 3" = 1'-0"A601

A7 TYPICAL STOREFRONT JAMB DETAIL

SCALE: 1/2" = 1'-0"A601

B1 WINDOW ELEVATION 'L'

GENERAL NOTES - STOREFRONTS

A ROUGH OPENINGS ARE EXISTING AND SHALL NOT BE MODIFIED.

B THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE SIZE OF ALL EXISTING

OPENINGS.

C THE CONTRACTOR SHALL REVIEW ALL SHEETS WITHIN THE CONSTRUCTION

DOCUMENTS AND SPECIFICATIONS TO ENSURE THE FULL SCOPE OF WORK IS

COORDINATED.

D THE STOREFRONT BASE BID WILL BE A NON-IMPACT RATED STOREFRONT SYSTEM

WITH FIXED INSULATED GLAZING. THE CONTRACTOR SHALL PROVIDE A BID

ALTERNATE COST FOR AN IMPACT RATED STOREFRONT SYSTEM WITH IMPACT

RATED GLAZING. REFER TO SPECIFICATION FOR EACH SYSTEM.

E REFER TO SHEET S-001 FOR DESIGN WIND LOADS.

F CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR EACH SYSTEM.

G ALL ALUMINUM FLASHINGS SHALL MATCH THE STOREFRONT IN COLOR.

H DIMENSIONS SHOWN ON THE WINDOW ELEVATIONS INDICATE THE SIZE OF THE

EXISTING MASONRY OPENING. STOREFRONT FRAME SIZES SHALL BE NOTED ON

THE REQUIRED SHOP DRAWINGS FOR REVIEW AND APPROVAL.

SCALE: 3" = 1'-0"A601

A9 STOREFRONT JAMB DETAIL AT COL.

BASE BID:

MANUFACTURER: KAWNEER OR EQUAL

MODEL: TRI FAB VERSA GLAZE 451; CENTER GLAZED

FRAME SIZE: 2" WIDE X 4 1/2" DEEP

FINISH: DARK BRONZE

GLAZING: 1" INSULATED (1/4" TEMPERED, 1/2" AIR SPACE, 1/4" TEMPERED)

FLORIDA PRODUCT APPROVAL: #7237.2

BID ALTERNATE:

MANUFACTURER: KAWNEER OR EQUAL

MODEL: IR 501

FRAME SIZE: 2 1/2" WIDE X 5" DEEP

FINISH: DARK BRONZE

GLAZING: 1 5/16" IMPACT RESISTANT / INSULATED

FLORIDA PRODUCT APPROVAL: #8787.2

STOREFRONT SYSTEMS

SCALE: 1/2" = 1'-0"A601

C7 STOREFRONT ELEVATION 'K'

DESIGN CRITERIA

ALL CONSTRUCTION SHALL CONFORM TO THE MORE RESTRICTIVE OF THE FOLLOWING CODES, THE MOST RECENT EDITIONS OF THE STANDARDS ADOPTED BY THE AUTHORITY HAVING JURISDICTION AS REFERENCED THROUGHOUT THE STRUCTURAL

GENERAL NOTES, AND THE FOLLOWING DESIGN CRITERIA:

BUILDING CODE: 2023 FLORIDA BUILDING CODE (FBC), 8TH EDITION

DESIGN DEAD LOADS: N/A

DESIGN LIVE LOADS: N/A

DESIGN SNOW LOADS: NOT APPLICABLE

DESIGN WIND LOADS:

BUILDING RISK CATEGORY : II

ULTIMATE WIND SPEED (V,ULT) 3 SEC GUST: 139 MILES PER HOUR

NOMINAL WIND SPEED (V,ASD) 3-SECOND GUST: 108 MILES PER HOUR

TORNADO WIND SPEED, (V,T): NOT APPLICABLE FOR SITE LOCATION

EFFECTIVE PLAN AREA FOR TORNADO DESIGN: NOT APPLICABLE FOR SITE LOCATION

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT: +0.18, -0.18

WIND BORNE DEBRIS REGION: NOT APPLICABLE

COMPONENTS AND CLADDING: SEE WIND PRESSURE KEYPLAN

DESIGN SEISMIC LOADS: NOT APPLICABLE

FLOOD DESIGN DATA: SITE NOT WITHIN FLOOD HAZARD AREA THEREFORE NOT APPLICABLE

DESIGN RAIN LOAD DATA:

PRIMARY DRAINAGE SYSTEMS SHALL BE DESIGNED FOR A RAINFALL INTENSITY EQUAL TO OR GREATER THAN THE 60-MIN DURATION/ 100-YEAR RETURN PERIOD (FREQUENCY) STORM WITH A RAINFALL INTENSITY: “I” = 3.90 IN/HR

RAIN LOAD BASED ON A HYDRAULIC HEAD RAINFALL INTENSITY EQUAL TO OR GREATER THAN THE 15-MIN DURATION/100-YEAR

RETURN PERIOD (FREQUENCY) STORM WITH A RAINFALL INTENSITY: “I” = 7.37 IN/HR

MODIFICATIONS TO EXISTING CONSTRUCTION

THE EXISTING CONSTRUCTION SHOWN ON THESE DRAWINGS IS PROVIDED FOR REFERENCE ONLY. EXISTING CONSTRUCTION SHALL BE VERIFIED IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ALL NEW CONSTRUCTION.

ANY EXISTING FINISHES REMOVED OR DAMAGED TO ACCOMPLISH ANY STRUCTURAL MODIFICATIONS SHALL BE REINSTATED AT THE

COMPLETION OF MODIFICATION WORK, TYPICAL UNLESS NOTED OTHERWISE.

"a"

"a" "a"

"a"

COMPONENTS AND CLADDING DIAGRAM FOR ALL OTHER

BUILDINGS (FLAT ROOF 0° < θ ≤ 3°) a = 10% OF THE LEAST HORIZONTAL DIMENSION OR 0.4h, WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF THE LEAST HORIZONTAL DIMENSION OR 3 FT (0.9m).

h = MEAN ROOF HEIGHT, FT (m), EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR θ ≤ 10°.

2 2

3 31

"a"

"a"

1'1

DESIGN WIND PRESSURES FOR EXTERIOR COMPONENTS AND

CLADDING MATERIALS (FLAT ROOF)

ROOF SLOPE SURFACE

EFFECTIVE WIND

AREA (SF)

WIND PRESSURE

TOWARD FROM

SURFACE (+PSF)

WIND PRESSURE

AWAY FROM

SURFACE (-PSF)

ZONE 1'

ROOF CENTER

FLAT to 3°

ZONE 2

ROOF PERIMETER

ZONE 3

ROOF CORNER

ZONE 4

WALL

ZONE 5

WALL CORNERS

N/A

ZONE 1

ROOF INNER

PERIMETER

COMPONENTS AND CLADDING WIND PRESSURE NOTES:

1. THE COMPONENTS AND CLADDING WIND LOAD PRESSURES IN THE TABLES ARE BASED ON THE LATEST EDITION OF ASCE 7. THE WIND PRESSURES ARE ULTIMATE LOAD PRESSURES. REFER TO THE GENERAL

NOTES AND DESIGN DATA NOTES FOR WIND LOAD INFORMATION AND PARAMETERS.

2. THE PRESSURES IN THE TABLES BELOW ARE TO BE USED FOR WIND CONTRIBUTION TO THE TOTAL LOAD APPLIED TO ANY COMPONENTS AND CLADDING MEMBER OR MATERIAL WHICH IS PART OF A ROOF

OR EXTERIOR WALL ASSEMBLY.

3. REFER TO CHAPTER 16 OF FBC OR ASCE 7 FOR DEFINITION OF TERMS.

4. CONFIGUARTION OF END ZONES, EDGE STRIPS, AND CORNERS SHALL BE PER ASCE 7.

5. INTERPOLATION FOR EFFECTIVE WIND AREA BETWEEN 10 SF AND 100 SF FOR ROOFS, AND 10 SF AND

500 SF FOR WALLS IS PERMITTED.

6. PRESSURES ARE APPLIED NORMAL TO THE SURFACE OF THE COMPONENT OR CLADDING ELEMENT.

7. POSITIVE AND NEGATIVE PRESSURES ACT SIMULANEOUSLY AT PARAPETS.

8. THE WIDTH OF EDGE STRIP (a) SHALL BE PER THE DIAGRAMS PRESENTED.

38.6 34.6 31.2 28.9

38.6 34.6 31.2 28.9

41.8 37.8 34.4 32.2

51.5 43.5 36.7 32.2

N/A

N/AN/A

N/A

N/A

N/A N/A

N/A

WINDOW ATTACHMENT

FASTENERS SHALL BE A DELEGATED DESIGN, SEE COMPONENTS & CLADDING TABLE FOR WIND PRESSURE REQUIREMENTS.

FASTENERS USED SHALL BE CAPABLE OF ATTACHING TO CONCRETE MASONRY UNIT, CONCRETE AND STRUCTURAL STEEL UP

TO 1/4" THICKNESS.

PROVIDE STAINLESS STEEL FASTENERS FOR EXTERIOR USE OR WHEN EXPOSED TO WEATHER. PROVIDE GALVANIZED CARBON STEEL

ANCHORS AT OTHER LOCATIONS, UNLESS OTHERWISE NOTED.

IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT.

PROVIDE A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS LARGER, OF SOUND CONCRETE BETWEEN THE DOWEL AND THE ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK GROUT. IF THE ANCHOR OR DOWEL MAY NOT BE SHIFTED AS NOTED, THE ENGINEER WILL DETERMINE A NEW LOCATION. VERIFY BOLT SPACING BY GPR SCANNING (OR SIMILAR METHOD) PRIOR TO

STEEL FABRICATION AND BEGINNING CONSTRUCTION.

USE FASTENERS LESS THAN 1/2 INCH IN DIAMETER. DO NOT CUT OR DAMAGE EXISTING REINFORCING WITHIN THE EXISTING WALL.

ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTALLATION INSTRUCTIONS AND

THE APPLICABLE ICC EVALUATION SERVICES REPORT.

WINDOW FRAME ATTACHMENT TO THE

EXISTING CMU OR CONCRETE WALL PER

THE WINDOW MANUFACTURER. WINDOW

MANUFACTURER TO PROVIDE FASTENERS

CAPABLE OF WITHSTANDING THE WIND

LOAD COMPONENTS AND CLADDING

PRESSURES SHOWN ON S-001

WINDOW REPLACEMENT INTO

EXISTING WALL OPENING

EXISTING MASONRY WALL

EXISTING WINDOW SILL, SEE ARCH DWGS

WINDOW ATTACHMENT,

SEE

WINDOW REPLACEMENT INTO

EXISTING WALL OPENING

EXISTING STEEL POST, SEE ARCH DRAWINGS FOR

LOCATION. WINDOW FRAME AND ATTACHMENT TO THE

EXISTING STEEL POST PER THE WINDOW MANUFACTURER.

WINDOW MANUFACTURER TO PROVIDE FASTENERS

CAPABLE OF WITHSTANDING THE WIND LOAD COMPONENTS

AND CLADDING PRESSURES SHOWN ON S-001

/D8 S-001

EXISTING MASONRY WALL

EXISTING WINDOW SILL, SEE ARCH DWGS

SCALE: NOT TO SCALEF9 GENERAL NOTES

SCALE:

DATE:

DRAWN BY:

CHECK BY:

PROJECT NUMBER:

1 2 3 4 5 6 7 8 9 10

H

G

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ALL REPRODUCTION AND INTELLECTUAL

PROPERTY RIGHTS RESERVED ©

Seal

Client

A C CT T SEH IR

605 E. ROBINSON STREET, SUITE 750

ORLANDO, FL 32801

AR0014284

www.rbarchitects.com 407.648.7288

225 E. Robinson Street. Suite 145 Orlando, Florida 32801 Phone: 407-422-1118

Fax: 407-841-9149 FL. L.B. No. 7513

COA No. 7602 www.cscos.com

As indicated

S-001

STRUCTURAL

GENERAL NOTES AND

WIND PRESSURES &

DETAILS

A. CELLA, PE

C. SIMMERSON

12/11/2025

L68087001

FREDRICK DOUGLASS

DAY CARE CENTER

WINDOW

REPLACEMENT

3688 DAY CARE CENTER RD,

ZELLWOOD, FL 32757

ORANGE COUNTY

GOVERNMENT

BID DOCUMENTS

SCALE: NOT TO SCALEF5 COMPONENTS AND CLADDING

SCALE: 3/4" = 1'-0"D8 TYPICAL WINDOW ATTACHMENT TO EXISTING STRUCTURE - ELEVATION VIEW SCALE: 1/2" = 1'-0"D5 TYPICAL WINDOW ATTACHMENT TO EXISTING STEEL POST - ELEVATION VIEW