502 NW 2ND STREET, OKEECHOBEE,
Transcript of 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'-8"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
+16'-0"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" 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
+16'-0"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" 2'-0"
FLAT CONCRETE ROOF TILES
RIDGE CAP TO MATCH ROOF TILES
5/8" CEMENTITIOUS TYPE STUCCO
IMPACT RATED ROLL-DOWN SHUTTERBY AMERICAN SHUTTER SYSTEMS,
MODEL 55MM END RETENTION
ALUMINUM GUTTER
ACU-1
ELECTRICPANEL "A"
412
412
412
412
412
-0'-6"
±0'-0"FINISH FLOOR
+11'-4"HEADER HEIGHT
+12'-8"HEADER HEIGHT
+16'-8"HEADER HEIGHT
+18'-0"TOP OF BEAM
+23'-5"PEAK OF ROOF
+8'-0"HEADER HEIGHT
+10'-0"TOP OF BEAM
+16'-11"MEAN ROOF HEIGHT
+23'-5"PEAK OF ROOF
2'-0" 2'-0"
2'-0"
FLAT CONCRETE ROOF TILES
RIDGE CAP TO MATCH ROOF TILES
5/8" CEMENTITIOUS TYPE STUCCO
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
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-807
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 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
PROPOSEDPANEL "A"(200 AMP)
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"
FLAT CONCRETE ROOF TILES
CONCRETE RIDGE CAPS TO MATCHCONCRETE ROOF TILES
5/8" CEMENTITIOUS TYPE STUCCOOVER 16" BLOCK ENTRY COLUMN5/8" CEMENTITIOUS
TYPE STUCCO
IMPACT RATED ROLL-DOWN SHUTTERBY AMERICAN SHUTTER SYSTEMS,MODEL 55MM END RETENTION
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
+16'-0"HEADER HEIGHT
+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.
FLAT CONCRETE ROOF TILES
CONCRETE RIDGE CAPS TO MATCHCONCRETE ROOF TILES
5/8" CEMENTITIOUS TYPE STUCCOOVER 16" BLOCK ENTRY COLUMN
5/8" CEMENTITIOUSTYPE STUCCO
IMPACT RATED ROLL-DOWN SHUTTERBY AMERICAN SHUTTER SYSTEMS,
MODEL 55MM END RETENTION
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
+15'-5"MEAN ROOFHEIGHT
+16'-0"HEADER HEIGHT
+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.
FLAT CONCRETE ROOF TILES
CONCRETE RIDGE CAPS TO MATCHCONCRETE ROOF TILES
5/8" CEMENTITIOUS TYPE STUCCOOVER 16" BLOCK ENTRY COLUMN
ELECTRIC PANEL "A"
5/8" CEMENTITIOUS TYPE STUCCO
IMPACT RATED ROLL-DOWN SHUTTERBY AMERICAN SHUTTER SYSTEMS,MODEL 55MM END RETENTION
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
+15'-5"MEAN ROOFHEIGHT
+16'-0"HEADER HEIGHT
+17'-4"TOP OF BEAM
+21'-6"PEAK OF ROOF
2'-0"
2'-0" 2'-0"
2'-0"
FLAT CONCRETE ROOF TILES
CONCRETE RIDGE CAPS TO MATCHCONCRETE ROOF TILES
ELECTRIC HEAT PUMP5/8" CEMENTITIOUS TYPE STUCCO
IMPACT RATED ROLL-DOWN SHUTTERBY AMERICAN SHUTTER SYSTEMS,
MODEL 55MM END RETENTION
5/8" CEMENTITIOUS TYPE STUCCOOVER 16" BLOCK ENTRY COLUMN
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
FRONT ELEVATION RIGHT ELEVATION
BACK ELEVATION LEFT ELEVATION
FLOOR PLANS
PERSPECTIVE 1
PERSPECTIVE 2
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-808
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 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
+13'-7"MEAN ROOF HEIGHT
+14'-0"TOP OF BEAM
+17'-9"PEAK OF ROOF
±0'-0"FINISH FLOOR
+8'-0"HEADER HEIGHT
+12'-0"HEADER HEIGHT
+14'-0"TOP OF BEAM
+17'-9"PEAK OF ROOF
±0'-0"FINISH FLOOR
+9'-4"TOP OF BEAM
+13'-7"MEAN ROOF HEIGHT
+14'-0"TOP OF BEAM
+17'-9"PEAK OF ROOF
+8'-0"HEADER HEIGHT
+9'-4"TOP OF BEAM
+12'-0"HEADER HEIGHT
+13'-7"MEAN ROOF HEIGHT
+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)
FRONT ELEVATION RIGHT ELEVATION
BACK ELEVATION LEFT ELEVATION
FLOOR PLAN
PERSPECTIVE 1
PERSPECTIVE 2
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-809
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 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"
PROPOSEDPANEL "A"(150 AMP)
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.
+15'-11"MEAN ROOFHEIGHT
+16'-8"HEADER HEIGHT
+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"
IMPACT RATED ROLL-DOWN SHUTTERBY AMERICAN SHUTTER SYSTEMS,
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.
+15'-11"MEAN ROOFHEIGHT
+18'-0"TOP OF BEAM
+21'-10"PEAK OF ROOF
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)
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.
+15'-11"MEAN ROOFHEIGHT
+16'-8"HEADER HEIGHT
+18'-0"TOP OF BEAM
+21'-10"PEAK OF ROOF
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
512
512
512
-0'-6"
±0'-0"FINISH FLOOR
+10'-0"TOP OF BEAM
+10'-3/4"LOFT F.F.
+15'-11"MEAN ROOFHEIGHT
+18'-0"TOP OF BEAM
+21'-10"PEAK OF ROOF
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)
ALUMINUM GUTTERS (TYP)
ELECTRIC HEAT PUMP
512
512
512
UNDER A/C AREA 352 SF
FRONT ELEVATION RIGHT ELEVATION
BACK ELEVATION LEFT ELEVATION
FLOOR PLANS
PERSPECTIVE 1
PERSPECTIVE 2
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-810
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 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
+11'-1"MEAN ROOF HEIGHT
+12'-8"PEAK OF ROOF
2'-0"2'-0"
ELECTRIC PANEL "A"
5/8" (MIN) CEMENTITIOUSTYPE STUCCO (TYP)
FLAT CONCRETE ROOF TILES (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
+11'-0"MEAN ROOF HEIGHT
+12'-8"PEAK OF ROOF
2'-0" 2'-0"2'-0"
ELECTRIC HEAT PUMP
5/8" (MIN) CEMENTITIOUSTYPE STUCCO (TYP)
FLAT CONCRETE ROOF TILES (TYP)
CONCRETE RIDGE CAPS TO MATCHCONCRETE ROOF TILES (TYP)
ALUMINUM GUTTER (TYP)
IMPACT RATED ROLL-DOWN SHUTTERBY AMERICAN SHUTTER SYSTEMS,
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
+11'-0"MEAN ROOF HEIGHT
+12'-8"PEAK OF ROOF
2'-0"2'-0"2'-0"
5/8" (MIN) CEMENTITIOUSTYPE STUCCO (TYP)
FLAT CONCRETE ROOF TILES (TYP)
CONCRETE RIDGE CAPS TO MATCHCONCRETE ROOF TILES (TYP)
ALUMINUM GUTTER (TYP)
IMPACT RATED ROLL-DOWN SHUTTERBY AMERICAN SHUTTER SYSTEMS,
MODEL: 55MM END RETENTION (TYP)ELECTRIC PANEL "A"
512
512
512
±0'-0"FINISH FLOOR
+6'-8"HEADER HEIGHT
+9'-4"TOP OF BEAM
+11'-0"MEAN ROOF HEIGHT
+12'-8"PEAK OF ROOF
2'-0"2'-0"
ELECTRIC HEAT PUMP 5/8" (MIN) CEMENTITIOUSTYPE STUCCO (TYP)
FLAT CONCRETE ROOF TILES (TYP)
CONCRETE RIDGE CAPS TO MATCHCONCRETE ROOF TILES (TYP)
ALUMINUM GUTTER (TYP)
IMPACT RATED ROLL-DOWN SHUTTERBY AMERICAN SHUTTER SYSTEMS,MODEL: 55MM END RETENTION
STONE KNEE WALL CAP
512
512
FRONT ELEVATION RIGHT ELEVATION
BACK ELEVATION LEFT ELEVATION
FLOOR PLAN
PERSPECTIVE 1
PERSPECTIVE 2