502 nw 2nd street, okeechobee,

DATE

SHEET

REVISION

THIS IS THE PROPERTY OF GREEN DESIGNCONSTRUCTION & DEVELOPMENT, LLC AND IS

NOT TO BE REPRODUCED OR COPIED INWHOLE OR IN PART. IT IS NOT TO BE USED ONANY OTHER PROJECT AND IS TO BE RETURNED

UPON REQUEST.SCALES AS STATED HEREIN ARE FOR

REFERENCE ONLY AS NORMALREPRODUCTION PROCESSES MAY ALTER THE

ACCURACY OF ORIGINAL DRAWINGS.

LIABILITY NOTE

PROJ

ECT

CITY

:PR

OJEC

T ST

ATE:

PROJ

ECT

ZIP

CODE

:

MAR

GAT

EFL

ORI

DA33

068

AZT

EC R

V M

AN

AG

EMEN

T

CHECKED BY

DRAWN BY

A-806

WRITTEN DIMENSIONS ONTHESE DOCUMENTS SHALLTAKE PRECEDENCE OVER

ALL SCALED DIMENSIONS.

ISSUED FORREVIEW

MO

DE

L B

RO

CH

UR

E -

20

20

502 NW 2ND STREET, OKEECHOBEE,FLORIDA 34972

COA#30250, AA#26003565

P: (863) 467-1111F: (863) 582-9574

WWW.GDCFLORIDA.COM

10/6/2020

J.H.C.

K.W.

MODEL 1 - 2020 - 1,816 SF 2-BEDROOM VILLA W/ LOFT

LOFT AREA

OUTDOOR LIVING

TOTAL

622 SF

288 SF

1,816 SF

DO

WN

UP

426

98 F

G

42698 FG

636120 FG

C3068

C3068

B30

68B

3068

D60

68

D60

68

B3068

+10'

-0"

FIN

ISH

FLO

OR

WOOD RAILING

STAIRS

OPEN TO BELOW

LINENCLOSET

CLO

SET

CLO

SET

ATTI

CAC

CESS

22 1

/2" x

35

1/2"

CORRIDOR201

BEDROOM 2204

BATHROOM203

BEDROOM 1202

11 HR

3411 HR

349

HR

32

8HR24

220

20 F

G2

2020

FG

120

20 F

G

520114 FG

AHU-1

9'-8

"7'

-8"

7'-8

"6'

-0"

2'-8" 15'-6" 5'-10" 7'-0"

3'-0

"7'

-7"

7'-8

"2'

-3"

20'-6" 10'-6"

3'-3

"10

'-0"

5'-1

/4"

10'-0

"

13'-2" 2'-0" 3'-3" 9'-10 1/4"

13'-2" 2'-0" 3'-3"

24'-7

3/4

"4'

-9"

31'-0

"

20'-6

"10

'-6"

31'-0"

1

2

3 4 5 6 7 8 9 10 11 12 13 14 15 16

DO

WN

UP

426

98 F

G

10HR33

7HR H32

42698 FG

BB 8080

32080 FG

32080 FG

AA6080

F50

68

B3068

E2668

A28

68

BB 8080

636120 FG

320

80 F

G

N

REF

WD

R

2'-3

"2'

-3"

±0'-0"FINISH FLOOR

±0'-0"FINISH FLOOR

CEILING LINE

4X4 PT POSTAT WALLCORNER

STORAGE

8' x 3'ISLAND

5048 PASSTHROUGH 5048 PASSTHROUGH

KITCHEN/DINING/LIVING101

BATH /UTILITY

102

OUTDOORLIVING103

DW

31'-0

"2'

-8"

9'-0

"19

'-4"

49'-0"2'-8" 21'-4" 7'-0" 18'-0"

49'-0"20'-6" 10'-6" 18'-0"

4'-0" 11'-7" 4'-11"

~ 2'-9"

4'-8"

4'-8"

~ 2'-9"

31'-0

"16

'-0"

4'-6

"10

'-6"

3'-3

"13

'-1/4

"12

'-4 1

/2"

3'-7

1/2

"12

'-9 1

/4"

8'-0

"3'

-0"

2'-0

"

7'-0" 2'-0" 8'-0"

3'-0" 3'-7 1/2" 2'-0" 4'-0" 3'-0"

29'-4

3/4

"9'-6 1/2" 3'-10" 3'-0"

29'-4 3/4"

3'-3" 11'-11 3/4" 13'-9 1/2" 17'-1 5/8"

7'-0

"5'

-0"

14'-5

3/8

"

PROPOSEDPANEL "A"(150 AMP)

EWH

ACU-1

-0'-6"

±0'-0"FINISH FLOOR

+8'-0"HEADER HEIGHT

+11'-4"HEADER HEIGHT


+16'-11"MEAN ROOF HEIGHT

+18'-0"TOP OF BEAM

+23'-5"PEAK OF ROOF

2'-0" 2'-0"

2'-0"2'-0"

FLAT CONCRETE ROOF TILES

RIDGE CAP TO MATCH ROOF TILES

5/8" CEMENTITIOUSTYPE STUCCO

ALUMINUM GUTTER

6" CONC. A/C PADACU-1

412

412

-0'-6"

±0'-0"FINISH FLOOR

+6'-8"HEADER HEIGHT

+8'-0"HEADER HEIGHT

+10'-0"TOP OF BEAM

+13'-0"PEAK OF ROOF



+18'-0"TOP OF BEAM

+23'-5"PEAK OF ROOF

2'-0"2'-0"

2'-0" 2'-0"



5/8" CEMENTITIOUS TYPE STUCCO

IMPACT RATED ROLL-DOWN SHUTTERBY AMERICAN SHUTTER SYSTEMS,

MODEL 55MM END RETENTION

ALUMINUM GUTTER

6" CONC. A/C PAD

STONE OPENING SILL

ACU-1

412

412

412

-0'-6"

±0'-0"FINISH FLOOR

+8'-0"HEADER HEIGHT

+10'-0"TOP OF BEAM

+13'-0"PEAK OF ROOF



+18'-0"TOP OF BEAM

+23'-5"PEAK OF ROOF

2'-0" 2'-0"

2'-0"2'-0" 2'-0"






ALUMINUM GUTTER

ACU-1

ELECTRICPANEL "A"

412

412

412

412

412

-0'-6"

±0'-0"FINISH FLOOR




+18'-0"TOP OF BEAM

+23'-5"PEAK OF ROOF

+8'-0"HEADER HEIGHT

+10'-0"TOP OF BEAM


+23'-5"PEAK OF ROOF

2'-0" 2'-0"

2'-0"




STONE OPENING SILL

IMPACT RATED ROLL-DOWN SHUTTERBY AMERICAN SHUTTER SYSTEMS,MODEL 55MM END RETENTION

ALUMINUM GUTTER

4124

12

412

UNDER A/C AREA 906 SF

FRONT ELEVATION RIGHT ELEVATION

BACK ELEVATION LEFT ELEVATION

FLOOR PLANS

PERSPECTIVE 1

PERSPECTIVE 2

DATE

SHEET

REVISION






LIABILITY NOTE

PROJ

ECT

CITY

:PR

OJEC

T ST

ATE:

PROJ

ECT

ZIP

CODE

:

MAR

GAT

EFL

ORI

DA33

068

AZT

EC R

V M

AN

AG

EMEN

T

CHECKED BY

DRAWN BY

A-807



ISSUED FORREVIEW

MO

DE

L B

RO

CH

UR

E -

20

20


COA#30250, AA#26003565

P: (863) 467-1111F: (863) 582-9574

WWW.GDCFLORIDA.COM

10/6/2020

J.H.C.

K.W.

MODEL 2 - 2020 - 1,516 SF 1-BEDROOM VILLA W/LOFT

A30

68

DW

A3068

REF

WD

R

1'-4

"7'

-4"

1'-3

"6'

-0"

10'-1

0"7'

-3"

55'-2"

4'-0

"1'

-4"

8'-2

"1'

-4"

1'-4 1/2"7'-3"1'-3 1/2"7'-2"1'-3 1/2"7'-3 1/2"1'-4"4'-0"27'-0"

34'-0

"

13'-0"

6'-9"4'-5"

1'-4"8'-2"16'-6"5'-0"

9'-5

"3'

-5"

4'-0

"2'

-0"

14'-1

0"

10'-2

"4'

-8"

2'-5

"6'

-9"

10'-0

"

1'-4"10'-4"1'-4"

3'-4"12'-9 3/4"

11'-2

"3'

-4"

3'-0

"4'

-11"

3'-4

"

3'-8 3/4"8'-0"4'-9 1/2"5'-9 1/2"

5'-3"3'-3 1/2"2'-6"

31'-0"24'-2"

22'-8 1/4"

±0'-0"FINISH FLOOR

-0'-6"PAVED PAD

±0'-0"FINISH FLOOR

-0'-6"PAVED PAD

4X4 PT POSTAT WALLCORNER

KITCHEN103

LIVING102

CAR PORT106

OUTDOORLIVING

101

POWDER/UTILITY

104STAIRS

105

HR33

1

2

3

45678910111213141516

UP

AA4668

CC

8068

HR

H32

BB 8068

MINI-1

HP-1


POCKET FRAMING FOR SLIDER

EWH

±0'-0"FINISH FLOOR

+6'-8"HEADER HEIGHT

+9'-4"TOP OF BEAM

+9'-4 3/4"LOFT FINISHFLOOR

+15'-5"MEAN ROOFHEIGHT

+17'-4"TOP OF BEAM

+21'-6"PEAK OF ROOF

2'-0"2'-0"

2'-0" 2'-0"


CONCRETE RIDGE CAPS TO MATCHCONCRETE ROOF TILES

5/8" CEMENTITIOUS TYPE STUCCOOVER 16" BLOCK ENTRY COLUMN5/8" CEMENTITIOUS

TYPE STUCCO


ELECTRIC HEAT PUMP

ALUMINUM GUTTER

512

512

512

512

±0'-0"FINISH FLOOR

+6'-8"HEADER HEIGHT

+9'-4"TOP OF BEAM

9'-4 3/4"LOFT FINISHFLOOR

15'-5"MEAN ROOFHEIGHT


+17'-4"TOP OF BEAM

+21'-6"PEAK OF ROOF

2'-0"

2'-0" 2'-0"2'-0"

2'-0"

-0'-4"CAR PORT F.F.



5/8" CEMENTITIOUS TYPE STUCCOOVER 16" BLOCK ENTRY COLUMN

5/8" CEMENTITIOUSTYPE STUCCO



CABINETRY (BY OWNER)

ALUMINUM GUTTER

ELECTRIC HEAT PUMP

512

512

512

512

512

±0'-0"FINISH FLOOR

+6'-8"HEADER HEIGHT

+9'-4"TOP OF BEAM

+9'-4 3/4"LOFT FINISHFLOOR



+17'-4"TOP OF BEAM

+21'-6"PEAK OF ROOF

2'-0" 2'-0"

2'-0"2'-0"

2'-0"

-0'-4"CAR PORT F.F.




ELECTRIC PANEL "A"



CABINETRY (BY OWNER)

ALUMINUM GUTTER

512

512

512

512

512

-0'-4"CAR PORT F.F.

±0'-0"FINISH FLOOR

+6'-8"HEADER HEIGHT

+9'-4"TOP OF BEAM



+17'-4"TOP OF BEAM

+21'-6"PEAK OF ROOF

2'-0"

2'-0" 2'-0"

2'-0"



ELECTRIC HEAT PUMP5/8" CEMENTITIOUS TYPE STUCCO




ALUMINUM GUTTER

512

512 5

12

512

HR

32H

R32

HR

H32

HR35

B30

68B 3068

4'-7 3/4"3'-0"4'-5"3'-4"

10'-9

"

17'-7 1/8"

5'-1

1"11

'-1"

7'-0

"

16'-7

"7'

-5"

7'-8

3/4

"3'

-4"

24'-0

"

3'-0

"4'

-3 3

/4"

4'-2

1/4

"3'

-6"

24'-0

"

ATTICACCESS

BATHROOM109

W.I.C108

MASTERBEDROOM

107

UP

MINI-2

13'-2 1/4"3'-4"

16'-6 1/4"

UNDER A/C AREA

LOFT

OUTDOOR LIVING

CARPORT

522 SF

412 SF

452 SF

130 SF

TOTAL 1,516 SF



FLOOR PLANS

PERSPECTIVE 1

PERSPECTIVE 2

DATE

SHEET

REVISION






LIABILITY NOTE

PROJ

ECT

CITY

:PR

OJEC

T ST

ATE:

PROJ

ECT

ZIP

CODE

:

MAR

GAT

EFL

ORI

DA33

068

AZT

EC R

V M

AN

AG

EMEN

T

CHECKED BY

DRAWN BY

A-808



ISSUED FORREVIEW

MO

DE

L B

RO

CH

UR

E -

20

20


COA#30250, AA#26003565

P: (863) 467-1111F: (863) 582-9574

WWW.GDCFLORIDA.COM

10/6/2020

J.H.C.

K.W.

MODEL 3 - 2020 - 1,119 SF 2-BEDROOM VILLA

UNDER A/C AREA

OUTDOOR LIVING

TOTAL

517 SF

602 SF

1,119 SF

±0'-0"FINISH FLOOR

+9'-4"TOP OF BEAM

+12'-5"PEAK OF ROOF


+14'-0"TOP OF BEAM

+17'-9"PEAK OF ROOF

±0'-0"FINISH FLOOR

+8'-0"HEADER HEIGHT


+14'-0"TOP OF BEAM

+17'-9"PEAK OF ROOF

±0'-0"FINISH FLOOR

+9'-4"TOP OF BEAM


+14'-0"TOP OF BEAM

+17'-9"PEAK OF ROOF

+8'-0"HEADER HEIGHT

+9'-4"TOP OF BEAM



+14'-0"TOP OF BEAM

+17'-9"PEAK OF ROOF

DW

HR

34

PW60

20PW

6020

PW7220 PW7220 PW7220PW7220PW7220

AA3068

AA3068

HR

H34

PW26

20

HR34

C30

68D

4068

C5068

A3068

B20

68

N

REFW

PW6020PW6020HR34

B20

68

DR

PROPOSED METER/MAIN(200 AMP)

(ABOVE) (ABOVE)

MASTER BED103

BATH 1104

UTILITY105

BEDROOM 2106

CORRIDOR102

OUTDOOR LIVING101

BATH 2107

C3068

C30

68

EWH

HP-2

MIN

I-2

CLO

SET

MINI-1

A30

68

2'-3

"1'

-9"

8'-0

"8'

-0"

12'-0" 7'-4" 7'-4" 7'-4" 4'-0"

3'-3

1/8

"

5'-0

"

9'-1

/4"

3'-3

"2'

-8"

1'

-9"

3'-3

3/4

"2'

-6"

2'-3

1/2

"2'

-4"

11'-0"

3'-0" 5'-0" 10'-11 3/4" 2'-0" 4'-0" 3'-6" 17'-5 1/8"

14'-4

3/4

"

18'-7

1/2

"

13'-4 1/2" 9'-3"

5'-7 1/4" 1'-9"

26'-0" 12'-4" 10'-6" 6'-8" 4'-6"

2'-0" 5'-7 1/2"

18'-0" 38'-0" 4'-0"

60'-0"

4'-0

"6'

-0"

6'-0

"

4'-0

"16

'-0"

14'-9

1/3

2"20

'-0"

45'-0" 15'-0"

4'-0

"16

'-0"

20'-0

"

60'-0"

6'-1

1 1/

2"6'

-0"

3'-8

"2'

-0"

3'-3

1/8

"2'

-11

3/8"

3'-2

"8'

-6"

3'-0" 7'-4" 4'-0"

PROPOSED PANEL "A"(200 AMP)



FLOOR PLAN

PERSPECTIVE 1

PERSPECTIVE 2

DATE

SHEET

REVISION






LIABILITY NOTE

PROJ

ECT

CITY

:PR

OJEC

T ST

ATE:

PROJ

ECT

ZIP

CODE

:

MAR

GAT

EFL

ORI

DA33

068

AZT

EC R

V M

AN

AG

EMEN

T

CHECKED BY

DRAWN BY

A-809



ISSUED FORREVIEW

MO

DE

L B

RO

CH

UR

E -

20

20


COA#30250, AA#26003565

P: (863) 467-1111F: (863) 582-9574

WWW.GDCFLORIDA.COM

10/6/2020

J.H.C.

K.W.

MODEL 4 - 2020 - 962 SF 1-BEDROOM VILLA W/ LOFT

LOFT

OUTDOOR LIVING

TOTAL

280 SF

330 SF

962 SF

REF

D26

80

CC8080

AA3080

01PI

C30

2401

PIC

3024

C3080

C30

80

N

12

3

4

5

6

7

8

9

10

11

12

13

14 15 16

DO

WN

UP

DW

3'-1

5/8

"8'

-5 7

/8"

2'-6

1/4

"

3'-0

"2'

-6"

2'-1

1 7/

8"


MIN

I-1

KITCHEN101

BATH 1102

OUTDOOR LIVING104

STORAGE103

02SH23

BB6080

HP-

1

STACKEDW/DR

EWH

3'-9

"7'

-0"

3'-9

1/4

"

36'-0

"

20'-0

"16

'-0"

10'-0

"10

'-0"

5'-4

"5'

-6"

5'-2

"

22'-0"

14'-0" 8'-0"

8'-2" 5'-10" 2'-2" 5'-10"

36'-0

"

20'-0

"16

'-0"

22'-0"

6'-0" 6'-6" 9'-6"

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

7'-3 1/4" 9'-9 3/4" 2'-8 1/4"

6 1/

4"3'

-4"

7'-3

7/8

"

03SH23

03SH23

05SH25

05SH25

04SH23

A26

68B

3068

DO

WN

UP

MINI-2

ATTI

CAC

CESS

MASTERBEDROOM

201

WALK INCLOSET

202

MAST.BATH203

16'-0

"

6'-0" 8'-0" 4'-0" 4'-0"

3'-4 1/4" 11'-5" 5'-0"

3'-1

/2"

3'-1

1/8

"3'

-1/8

"5'

-0"

14'-6

1/4

"

22'-0"

7'-0" 6'-0" 9'-0"

22'-0"

WALK-INSHOWER

-0'-6"

±0'-0"FINISH FLOOR

+8'-0"HEADER HEIGHT

+10'-0"TOP OF BEAM

+10'-3/4"LOFT F.F.



+18'-0"TOP OF BEAM

+21'-10"PEAK OF ROOF

2'-0"

2'-0" 2'-0"

2'-0"

5/8" CEMENTITIOUS TYPESTUCCO (MIN.) (TYP)

FLAT CONCRETE ROOF TILES (TYP)

CONC. RIDGE CAP TO MATCHCONCRETE ROOF TILES (TYP)

ALUMINUMGUTTERS (TYP)

ELECTRIC HEAT PUMP

PROPOSED ELECTRIC PANEL "A"


MODEL: 55MM END RETENTION

512

512

512

512

-0'-6"

±0'-0"FINISH FLOOR

+5'-4"HEADER HEIGHT

+8'-0"HEADER HEIGHT

+10'-0"TOP OF BEAM

+10'-3/4"LOFT F.F.


+18'-0"TOP OF BEAM


2'-0" 2'-0"

2'-0"





IMPACT RATED ROLL-DOWNSHUTTER BY AMERICAN

SHUTTER SYSTEMS, MODEL:55MM END RETENTION

512

512

512

-0'-6"

±0'-0"FINISH FLOOR

+8'-0"HEADER HEIGHT

+10'-0"TOP OF BEAM

+10'-3/4"LOFT F.F.



+18'-0"TOP OF BEAM


2'-0" 2'-0"

2'-0"





ELECTRIC HEAT PUMP

512

512

512

-0'-6"

±0'-0"FINISH FLOOR

+10'-0"TOP OF BEAM

+10'-3/4"LOFT F.F.


+18'-0"TOP OF BEAM


2'-0"2'-0"

2'-0"




ALUMINUM GUTTERS (TYP)

ELECTRIC HEAT PUMP

512

512

512

UNDER A/C AREA 352 SF



FLOOR PLANS

PERSPECTIVE 1

PERSPECTIVE 2

DATE

SHEET

REVISION






LIABILITY NOTE

PROJ

ECT

CITY

:PR

OJEC

T ST

ATE:

PROJ

ECT

ZIP

CODE

:

MAR

GAT

EFL

ORI

DA33

068

AZT

EC R

V M

AN

AG

EMEN

T

CHECKED BY

DRAWN BY

A-810



ISSUED FORREVIEW

MO

DE

L B

RO

CH

UR

E -

20

20


COA#30250, AA#26003565

P: (863) 467-1111F: (863) 582-9574

WWW.GDCFLORIDA.COM

10/6/2020

J.H.C.

K.W.

MODEL 5 - 2020 - 784 SF 1-BEDROOM VILLA

UNDER A/C AREA

OUTDOOR LIVING

TOTAL

543 SF

241 SF

784 SF

DW

B3068

C2668

A2668

E2668

E2668

D30

68

BB 1006

8

E2668

REF

N

HR

34H

R H

33

HR

34

HR23

AA6068

8'-0

"6'

-0"

16'-5 3/4"

±0'-0"FINISH FLOOR

-0'-6"PAVER PAD

-0'-6"CONCRETE

±0'-0"FINISH FLOOR

ATTICACCESS

ATTICACCESS

BEDROOM103

BATH104

OUTDOORLIVING

101

KITCHEN102

STKDW/DR

PANTRY

EWH

HP-

1

MINI-1

MINI-2

HP-2

6'-0

"4'

-0"

1'-4

"8'

-8"

4'-0

"

1'-4"15'-2 3/4"11'-8 1/4"3'-9"

24'-0

"

3'-0

"3'

-0"

2'-0

"

10'-7

3/4

"

4'-6"6'-0"

12'-7 1/2"

6'-0

"8"

6'-0

"7'

-3"

10'-9

"

46'-0"

2'-1

/2"

2'-1

/2"

4'

-1 1

/4"

2'-7

3/4

"

3'-1/2"5'-2 1/4"

3'-10"10'-6"11'-0"20'-8"

10'-0

"14

'-0"

5'-2 1/4"

3'-0"

3'-2 1/4"

3'-3

1/4

"5'

-0"

3'

-0"

PROPOSED PANEL"A" (150 AMP)

+/-0'-0"FINISH FLOOR

+6'-8"HEADER HEIGHT

+9'-4"TOP OF BEAM


+12'-8"PEAK OF ROOF

2'-0"2'-0"

ELECTRIC PANEL "A"

5/8" (MIN) CEMENTITIOUSTYPE STUCCO (TYP)


CONCRETE RIDGE CAPS TO MATCHCONCRETE ROOF TILES (TYP)

ALUMINUM GUTTER (TYP)

ELECTRIC HEAT PUMP

512

512

±0'-0"FINISH FLOOR

+6'-8"HEADER HEIGHT

+9'-4"TOP OF BEAM


+12'-8"PEAK OF ROOF

2'-0" 2'-0"2'-0"

ELECTRIC HEAT PUMP






MODEL: 55MM END RETENTIONSTONE KNEE WALL CAP

ELECTRIC PANEL "A"

512

512

512

+/-0'-0"FINISH FLOOR

+6'-8"HEADER HEIGHT

+9'-4"TOP OF BEAM


+12'-8"PEAK OF ROOF

2'-0"2'-0"2'-0"






MODEL: 55MM END RETENTION (TYP)ELECTRIC PANEL "A"

512

512

512

±0'-0"FINISH FLOOR

+6'-8"HEADER HEIGHT

+9'-4"TOP OF BEAM


+12'-8"PEAK OF ROOF

2'-0"2'-0"

ELECTRIC HEAT PUMP 5/8" (MIN) CEMENTITIOUSTYPE STUCCO (TYP)




IMPACT RATED ROLL-DOWN SHUTTERBY AMERICAN SHUTTER SYSTEMS,MODEL: 55MM END RETENTION

STONE KNEE WALL CAP

512

512



FLOOR PLAN

PERSPECTIVE 1

PERSPECTIVE 2

502 nw 2nd street, okeechobee,

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