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FINISH FLOOR
ELEV. @ 0"
FINISH FLOOR
ELEV. @ 0"
TOP OF BEAM (MAIN)
ELEV. @ 10'-0"
TOP OF BEAM (MAIN)
ELEV. @ 10'-0"
TOP OF BEAM (ENTRY)
ELEV. @ 12'-0"
12
5
12
5
12
5
TILE ROOF
A2X4 TYPICAL
1'-4"
16080 O.H.G.D.8080 O.H.G.D.3080 ENTRY DOOR
W/ SIDELITE
2-25 SH
A2X6
A2X4
TYPICAL
8'-8
"
STONE VENEER
W/ STONE DRIP
STONE WINDOW
SILL
FINISH FLOOR
ELEV. @ 0"
FINISH FLOOR
ELEV. @ 0"
TOP OF BEAM (MAIN)
ELEV. @ 10'-0"
TOP OF BEAM (MAIN)
ELEV. @ 10'-0"
12
5
12
5
TILE ROOF
2-25 SH2-35 SH 9080 SL GL DR
1
FINISH FLOOR
ELEV. @ 0"
FINISH FLOOR
ELEV. @ 0"
TOP OF BEAM (MAIN)
ELEV. @ 10'-0"
TOP OF BEAM (MAIN)
ELEV. @ 10'-0"
TILE ROOF
1'-4"
12
512
5
34 SH
DECO. TEXTURE FIN.
ON CONC. BLK. WALL
8'-0
"
STONE VENEER W/
STONE DRIP
TOP OF WALL 60"
9080 SL GL DR
FINISH FLOOR
ELEV. @ 0"
FINISH FLOOR
ELEV. @ 0"
TOP OF BEAM (MAIN)
ELEV. @ 10'-0"
TOP OF BEAM (MAIN)
ELEV. @ 10'-0"
TILE ROOF
TILE ROOF
12
5
12
5
8'-0
"
25 SH25 SH25 SH
DECO. TEXTURE FIN.
ON CONC. BLK. WALL
VINYL LAP SIDING ON
CONC. BLK. WALL
2'-0"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
1/4" = 1'-0"
02/18/20
L:\0
-New D
ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N
2019\S
UBD
IVIS
IONS\C
ASCADES 6
5'S
FREED
OM
HO
MES\1
1413 L
OT 4
37 2
344
LR\R
EVIT
\11413 2
344 L
R.r
vt
A-1
ELEVATION
# 2
344 L
MO
DEL
JWC
JSL
01/13/2020
LOT:
43
7
SUBD
IVIS
ION:
CASC
AD
ES 6
5s F
REED
OM
HO
MES
AD
DRS:
31
70
APPLE
BLO
SSO
M D
R
D.R
.H.
#:
57
88
90
096
G.C
.D.
11
41
3
1/4" = 1'-0"
FRONT ELEVATION
1/4" = 1'-0"
REAR ELEVATION
1/4" = 1'-0"
RIGHT SIDE ELEVATION
1/4" = 1'-0"
LEFT SIDE ELEVATION STONE VENEER W/
STONE DRIP
1
No. Description Date1 ADDED SLIDING GLASS DOOR TO
GREAT ROOM
02/18/20
WH
HB
HB
MF
HB
5'-4" 1'-4" 8" 8'-0" 8" 1'-4" 16'-0" 1'-4"
15'-0" 6'-8" 9'-4" 18'-8"
49'-8"
21'-4" 28'-4"
2'-3
"9
'-3
"1
'-6
"
22
'-8
"4
'-4
1/2
"3
'-7
"2
'-8
1/2
"
20
'-8
"1
2'-8
"1
8'-8
"
30
'-8
"1
'-6
1/2
"2
0'-8
"2
'-9
"1
'-9
"1
2'-1
1 1
/2"
ELEV. @ 0'-(-4")
TILE
SHOWER
RECESS
3-1/2"
STANDARD SGD RECESS 1-1/2". IMPACT
GLASS SGD RECESS 2-1/2".
16'-0" X 8'-0" O.H. GARAGE DR.
PROVIDE 1/4" WATER
LINE @ REF. SPACE
FOR ICE MAKER
RUN CONDUIT FOR
ELECTRIC AT ISLAND
8'-0" X 8'-0" O.H. GARAGE DR.ELEV. @ 0'-(-4")
PAVERS BY OTHERS
2" SLO
PE
6" X 12" RECESS
6" X 12" RECESS
METER VERIFY
LOC.
PAVERS
BY
OTHERS
SINK & DISP
RANGE
3'-0" 10"
1'-4
"
8'-0
"
2'-0" 2'-8" 9'-8" 7'-4" 28'-0"
2'-0
"
11'-2" 9'-11 1/2" 1'-10 1/2" 3'-0" 5'-5 1/2" 13'-11 1/2" 4'-3"
21'-8" 5'-4 1/2" 4'-11 1/2" 3'-0" 3'-2" 5'-2" 6'-4"
70
'-4
"
RECESS
60" HIGH WALL W/ 8" BOND
BEAM & 1#5 ROD
STUB OUT FOR
OPTIONAL
OUTDOOR
KITCHEN & SINK
1'-4
"1
1'-8
"5
4'-0
"1
'-4
"2
'-0
"
67
'-0
"3
'-4
"
70
'-4
"
49'-8"
21'-4" 28'-4"
6'-0 1/2" 9'-3" 6'-0 1/2" 12'-10" 1'-4" 12'-10" 1'-4"
20
'-8
"
ELEV. @ 0'-(-4")
4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #
10/10 W.W.M. REINFORCING OVER 6
MILL VISQUEEN BARRIER ON
MECHANICALLY COMPACTED FILL @ 95%.
THE FINISH FLOOR SLAB SHALL BE SET
ABOVE BASE FLOOD ELEVATION PER FEMA
FLOOD MAP PLUS 1'-0" FREEBOARD PER
FBCR R322.2.1. SEE SITE PLAN BY OTHERS
ELEV. @ 0'-0"
WASHERLT
SET A/C PAD ABOVE
FLOOD W/ 1'-0"
FREEBOARD PER
FBCR R322.2.1
SET W/H ABOVE FLOOD
W/ 1'-0" FREEBOARD PER
FBCR R322.2.1
LOWEST POINT OF GARAGE SHALL BE SET ABOVE
BASE FLOOD ELEVATION PER FEMA FLOOD MAP
PROVIDE TERMITE TREATMENT
WITH "BORA CARE"
DWREF. SPACE
12'-0"
8'-0
"
BRASS FLOOR
OUTLET W/ SWITCH
1
OR DOORS
21" MIN. TO
FIXTURES, WALLS 1'-9"
8'-0
"36" MAX.
OR DOORS
21" MIN. TO
FIXTURES, WALLS
MIN.
1'-0"
19
" M
IN.
19
" M
IN.
15" MIN.
TO FINISH
FRONT ELEVATION SIDE ELEVATION
WATER CLOSET CLEARANCE DETAIL
8'-0
"
FRONT ELEVATION SIDE ELEVATION
VANITY SINK CLEARANCE DETAIL
4"
2'-5
1/2
"
8'-0
"
VARIES
4"
2'-5
1/2
"VARIE
S
VARIES
8'-0
"
MIRROR
FAUCET
KICK PLATE
FAUCET
MIRROR
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
02/18/20
L:\0
-New D
ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N
2019\S
UBD
IVIS
IONS\C
ASCADES 6
5'S
FREED
OM
HO
MES\1
1413 L
OT 4
37 2
344
LR\R
EVIT
\11413 2
344 L
R.r
vt
A-2
SLAB & PLUMBING
# 2
344 L
MO
DEL
JWC
JSL
01/13/2020
LOT:
43
7
SUBD
IVIS
ION:
CASC
AD
ES 6
5s F
REED
OM
HO
MES
AD
DRS:
31
70
APPLE
BLO
SSO
M D
R
D.R
.H.
#:
57
88
90
096
G.C
.D.
11
41
3
1/4" = 1'-0"
SLAB & PLUMBING PLAN
1
No. Description Date1 ADDED SLIDING GLASS DOOR TO
GREAT ROOM
02/18/20
WH
HB
HB
MF
HB
LANAI
GREAT ROOM
KITCHEN
BEDROOM #3
STUDY MASTER SUITE
W.I.C.
MASTER
BATH
BEDROOM #2
3 CAR GARAGE
TILE
SHOWER
RECESS
3-1/2"
MIRROR
5'-0
" TUB BATH #2
12" VIN
YL
SH
ELV
ING
1'-4
"1
1'-6
"3
3'-2
"2
4'-4
"
3'-4
"5
4'-0
"1
1'-8
"1
'-4
"
8'-0
"3
'-0
"2
6'-1
"2
7'-1
1"
1'-4
"2
'-0
"
13
'-0
"5
7'-4
"
3'-7 1/2" 11'-4 1/2" 5'-4" 1'-4"
23
'-0
"1
0'-8
"6
'-0
"1
4'-4
"
20'-7 1/2" 6'-8 1/2" 6'-4" 7'-0 1/2" 8'-11 1/2"
12
'-0
"2
'-4
"4
'-0
"6
'-0
"6
'-8
"
12" VIN
YL
SH
ELV
ING
12" VINYL SHELVING
12" VNL SHLV
WASHERDRYER
5'-0
"1
2'-3
1/2
"5
'-8
1/2
"1
3'-5
1/2
"
2'-3
"9
'-3
"1
'-6
"
28'-4"
DBL SINK
W/ DISP
4'-8
"7
'-7
1/2
"8
'-7
1/2
"4
'-8
"
WALL TO 45" A.F.F.
W/ TEMP GLS ABV
NOTE: INSTALL 1-3/8" THICK
SOLID WOOD DOOR BETWEEN
LIVING AND GARAGE PER
R302.5.1
NOTE: THE GARAGE SHALL
BE SEPARATED FROM THE
RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THEN 1/2"
GYPSUM BOARD APPLIED TO
THE GARAGE SIDE
D
8
8
8
8
88
8
8
83
8
8
83
8
8
B
A
A
A
B
4
2
1
MIR
RO
R
RANGE
REF S
PAC
E
OVERH
EAD C
ABIN
ETS
OVERHEAD CABINETS
10'-0" FLAT CEILING
COFFERED CEILING
COFFERED
CEILING
FOYER
12" VNL
SHLV
15'-0" 6'-8" 9'-4" 18'-8"
49'-8"
3'-4
"
1'-4
"2
'-0
"2
'-8
"
8'-0
"1
'-0
"3
'-8
"6
'-1
0"
3'-8
"2
'-7
1/2
"6
"5
'-2
"7
'-7
"1
'-0
"
2'-2" 3'-0" 10"
8" 9'-4"
8'-0" 8" 1'-4" 16'-0" 1'-4"
7'-0" 6'-8" 8" 7'-0" 28'-4"
12'-0" 1'-8" 7'-8"
COFFERED CEILING
3
3
33
VERIFY LOCATION WITH
SITE PLAN. A/C NOT TO
ENCROACH EASEMENT
MIN R-13 INSULATION
22" X 54"
ATTIC ACCESS
ENTRY
PAVERS BY OTHERS
PAVERS BY
OTHERS
A/H
KNEEWALL
ESCAPE
49'-8"
21'-4" 28'-4"
70
'-4
"
70
'-4
"
STUB OUT FOR
OPTIONAL OUTDOOR
KITCHEN & SINK
12'-0" CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
OPT.
LT.
8
SEA
T
60" HIGH WALL W/ 8" BOND
BEAM & 1#5 ROD
12'-0" 2'-9 1/2" 6'-6 1/2" 4'-1" 7'-9" 3'-4 1/2" 13'-1 1/2"
8
POWDER
BATH
3
6'-0 1/2" 9'-3" 6'-0 1/2" 12'-10" 1'-4" 12'-10" 1'-4"
4'-0
"3
'-7
"2
'-8
1/2
"
5
C
8'-7" 16'-2" 3'-7"
LAUNDRY10'-0" FLAT CEILING
6" WALL
7'-2" 7'-3"
4"
2'-0
"
4'-0
"
3
1
DOOR HEADERS6'-8" BI-FOLD
6'-8" SWING
8'-0" SWING
HEADER HEIGHT 82" A.F.F.
82 1/2" A.F.F.
98 1/2" A.F.F.
HEADER HEIGHT
HEADER HEIGHT
CABINET BACKINGKITCHEN
MASTER BATH
GUEST BATH
LAUNDRY ROOM
UPPER TOP @ 84" BASE TOP @ 35"
UPPER
UPPER
UPPER TOP @ 84"
BASE TOP @ 35"
BASE TOP @ 31"
BASE
SQUARE FOOTAGE
LIVING AREA
GARAGE AREA
LANAI AREA
FRONT PORCH/ ENTRY AREA
2,344
618
368
38
TOTAL SQUARE FOOTAGE 3,368
FACE OF OUTSIDE WALL TO FACE OF STUD WALL FACE OF STUD TO FACE OF STUD
1/2"
3 1/2"
1/2"
FACE OF EXTERIOR WALL
1/2"
3 1/2"
1/2"TYPICAL DIMENSION STRING
INTERIOR DOOR SCHEDULE
MARK
1
2
3
DOOR WIDTH NOTES
P.K. = POCKET DOOR
B.F. = BI-FOLD DOOR
B.P. = BI-PASS DOOR
L.V. = LOUVERED DOOR
4
5
6
7
8
3'-0"
2'-8"
2'-6"
2'-4"
2'-0"
1'-8"
1'-6"
2'-10"
PLAN NOTES
1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR
ALL WINDOWS AND DOORS
2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT
PER FLORIDA BUILDING CODE R 308.4.2.
3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER
PER FLORIDA BUILDING CODE R 308.4.2.
4) NON BEARING INTERIOR FRAME WALLS SHALL BE
FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL
NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD
GARAGE DOOR HARDWARE
6) 2X6 KITCHEN KNEE WALL 34" TO TOP
7) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES
@ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG
RESISTANT PER SEC. 702.3.5
8) THE GARAGE SHALL BE SEPARATED FROM THE
RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM
BOARD APPLIED TO THE GARAGE SIDE. GARAGES
BENEATH HABITABLE ROOMS SHALL BE SEPARATED
WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD
OR EQUIVALENT. WHERE THE SEPARATIION IS A
FLOOR - CEILING ASSEMBLY, THE STRUCTURE
SUPPORTING THE SEPARTION SHALL ALSO BE
PROTECTED BY NOT LESS THAN 1/2" GYPSOM BOARD
OR EQUIVALENT
9) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN
LIVING AND GARAGE PER FLORIDA BUILDING CODE
R302.5.1.
10) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST
COMPLY WITH R312.2.1 MIN 24" SILL HEIGHT OR
PROVIDED WITH AN APPROVED WINDOW FALL
PRVENTION DEVICE
11) STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE,
WATER HEATER, AND DRYER. VERIFY WITH
CONTRACTOR AND SUBDIV. SPECS. A SEPERATE
PERMIT IS REQUIRED FOR GAS PIPING.
12) ALL CLOSET SHELVES TO BE 12". ALL PANTRY &
LINEN TO BE (4)-16" SHELVES 18" 0.F.F. W/ 15"
INCREMENT.
13) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE
INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.
TOILET PAPER ROLL
2'-6"
1'-8"
TOWEL BAR
4'-0"
3'-2"
MIN.
4"
MIN.
4"
BATHROOM NOTES
ALL TUB DECKS @ 21" A.F.F
ALL BLOCKING TO BE PT IN SHOWERS
TOWEL BAR
TP TOILET PAPER
TB
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
02/18/20
L:\0
-New D
ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N
2019\S
UBD
IVIS
IONS\C
ASCADES 6
5'S
FREED
OM
HO
MES\1
1413 L
OT 4
37 2
344
LR\R
EVIT
\11413 2
344 L
R.r
vt
A-3
FLOOR
# 2
344 L
MO
DEL
JWC
JSL
01/13/2020
LOT:
43
7
SUBD
IVIS
ION:
CASC
AD
ES 6
5s F
REED
OM
HO
MES
AD
DRS:
31
70
APPLE
BLO
SSO
M D
R
D.R
.H.
#:
57
88
90
096
G.C
.D.
11
41
3
1/4" = 1'-0"
FLOOR PLAN
DOOR SCHEDULETYPE
MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT
1 16080 OHGD GARAGE DOOR 8'-0" 16'-0" 1
2 8080 OHGD GARAGE DOOR 8'-0" 8'-0" 1
3 (3)-3080 SL. GL. DR. DISTINCTION 8'-0" 9'-0" 2
4 3080 FRONT ENTRY
6 PANEL
DISTINCTION 8'-0" 3'-0" 1
5 14" SIDE LITE DISTINCTION 8'-0" 1'-2" 1
WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT
A 25 SH 5'-3" 3'-2" 3
B 2-25 SH 5'-3" 6'-4" 2
C 2-35 SH 5'-3" 9'-0" 1
D 54"X18"
FIXED GLASS
1'-6" 4'-6" 1
EG
RES
S
EGRESS
EGRESS
1
No. Description Date1 ADDED SLIDING GLASS DOOR TO
GREAT ROOM
02/18/20
WH
HB
HB
MF
HB
LANAI
GREAT ROOM
KITCHEN
BEDROOM #3
STUDY MASTER SUITE
W.I.C.
MASTER BATH
LAUNDRY
BEDROOM #2
3 CAR GARAGE
BATH #2
10'-0" FLAT CEILING
COFFERED CEILING
COFFERED
CEILING
FOYER
COFFERED CEILING
HIP
HIP
VALLEY
VAL
LEY
RID
GE
GABLE
GABLE
RID
GE
HIP H
IP
RID
GE
ENTRY12'-0" CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
POWDER
BATH
A/H
3
A-4
6
A-4
7
A-4
1
ATTIC VENTILATIONVERIFY VENTING REQUIREMENTS
WITH ENERGY CALCULATIONS
WITHOUT OFF RIDGE VENTS WITH OFF RIDGE VENTS (O.R.V.)
ATTIC AREA
(FBC R806)
VENTILATION REQUIRED
(ATTIC AREA 1/150)
VENTILATION REQUIRED(ATTIC AREA 1/300 INSTALL PER
FBC R806.2 MINIMUM AREA REQUIREMENTS)
MARK
1
SQUARE FOOTAGE
2344 FT.
SOFFIT VENTS
20.90 SQ. FT.
MIN AIR FLOW
OF SOFFIT
6.62 %
OFF RIDGE VENTSMIN AIR FLOW
OF SOFFIT
TOTAL
VENTILATION
O.R.V. NOT USED
ATTIC VENTILATION CALCULATIONATTIC VENTILATION CALCULATION
ATTIC SQ. FT. / 150 = VENTED SQ. FT. ATTIC SQ. FT. / 300 = VENTED SQ. FT.
OFF RIDGE EXHAUST VENT SIZES
(AREA NET FREE SQUARE FEET)
6'-0" BASE
BASE
-2'-0"
25" BASE
25" BASE
18" BASE
17" BASE
1.45 SQ. FT.
FREE AREA
1 SQ. FT.
FREE AREA
.38 SQ. FT.
FREE AREA
ELEVATION @ BEARING
ELEVATION @ +24"
ELEVATION @ +12"
ELEVATION @ BEARING
COFFER DETAIL "A"
COFFER DETAIL "B" SCALE: 3/8"=1'-0"
SCALE: 3/8"=1'-0"A
A-4
B
A-4
BEARING HEIGHT
= BEARING @ 10'-0"
= INTERIOR BEARING
@ 10-0"
= BEARING @ 12-0"
8'-0
"
6'-0"
10
'-0
"
10
'-0
"
8'-0
"
5'-5"
10
'-0
"
8'-0
"
5'-0"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
02/18/20
L:\0
-New D
ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N
2019\S
UBD
IVIS
IONS\C
ASCADES 6
5'S
FREED
OM
HO
MES\1
1413 L
OT 4
37 2
344
LR\R
EVIT
\11413 2
344 L
R.r
vt
A-4
ROOF
# 2
344 L
MO
DEL
JWC
JSL
01/13/2020
LOT:
43
7
SUBD
IVIS
ION:
CASC
AD
ES 6
5s F
REED
OM
HO
MES
AD
DRS:
31
70
APPLE
BLO
SSO
M D
R
D.R
.H.
#:
57
88
90
096
G.C
.D.
11
41
3
1/4" = 1'-0"
ROOF PLAN
1/4" = 1'-0"A-4
3 MASTER SUITE DETAIL
1/4" = 1'-0"A-4
6 KITCHEN LAUNDRY DETAIL
1/4" = 1'-0"A-4
7 FOYER DETAIL
1
No. Description Date1 ADDED SLIDING GLASS DOOR TO
GREAT ROOM
02/18/20
WH
HB
HB
MF
HB
PPP
TV
TV
TV
TV
TV
T
T
J
ELECTRICAL NOTES:
ALL OUTLETS IN WET AREAS AND ALL
ALL ELECTRIC, ELECTRICAL EQUIPMENT AND APPLIANCES TO BE SET AT
OR ABOVE BASE FLOOD ELEVATIONS PLUS 1'-0" FREEBOARD.
ARC-FAULT CIRCUIT-INTERRUPTERS AND TAMPER
RESISTANT RECEPTACLES SHALL BE INSTALLED
INSTALL PHONE AND T.V PER CONTRACT.
IN DWELLING UNITS PER N.E.C 210.12 AND 406.11
EXTERIOR OUTLETS TO BE GFI'S.
NOTE: NOT ALL SYMBOLS ARE USED FOR THIS
PROJECT.
SURFACE MOUNTED CEILING LIGHT
TELEVISION RECEPTION OUTLET
AC/DC SMOKE DETECTOR
TO BE INTERCONNECTED
WALL MTD. BRACKET LIGHT
DIMMER SWITCH
3 WAY SWITCH
SINGLE POLE SWITCH
TELEPHONE OUTLET
MOTION SENSOR SWITCH
A/C DISCONNECT
DUPLEX FLOOD LIGHT
TRACK MTD. LIGHTS
EXHAUST FAN
PUSH BUTTON (PB) / DOOR BELL (DB)
FLUSH MOUNTED LIGHT
1/2 SWITCHED DUPLEX OUTLET
DUPLEX RECEPTACLE OUTLET
4-PLEX RECEPTACLE OUTLET
220 V RECEPTACLE OUTLET
SINGLE RECEPTACLE OUTLET
DUPLEX RECEPTACLE AT ELEV. A.F.F.
ELECTRICAL PANEL
ELECTRICAL METER
120 V JUNCTION BOX
DUPLEX RECEPTACLE - ABOVE COUNTER
3
D
SD
TV
ELECTRICAL LEGEND
2' UNDER COUNTER LIGHT
4' FLUORESCENT LIGHT
INTERCOMIC
KP
KEYPAD
ANY RESIDENT HAVING A FOSSIL-BURNING
HEATER OR APPLIANCE, A FIREPLACE, OR
AN ATTACHED GARAGE SHALL HAVE AN
OPERATIONAL CARBON MONOXIDE ALARM
INSTALLED WITHIN 10 FEET OF EACH
ROOM USED FOR SLEEPING PERPOSES.
PER RULE 9B-3.04.72
SD (SMOKE DETECTOR)
SCD (CARBON MONOXIDE/ SMOKE
DETECTOR)
AFF
MS
INSTALL ALL ELECTRICAL PER NEC 2014
SCD
T
12'-0"
8'-0
"
DB
SD
SD
SD
SCD
SD
SD
PRE-WIRE FOR
FAN (TYP)
PRE-WIRE FOR
FAN (TYP)
PRE-WIRE FOR
FAN (TYP)
PRE-WIRE FOR
FAN (TYP)
PRE-WIRE FOR
FAN (TYP)
PRE-WIRE FOR
FAN (TYP)
STUB OUT FOR
GARAGE DOOR
OPENER
ELEC METER
200 AMP PANEL
GFI @ 42"
A.F.F.
GFI @ 42"
A.F.F.
VP
EXH.
FAN
EXH.
FAN
EXH.
FAN
GFI
WP
GFI
WP
GFI
WP
VP
A A
AA
A
A
A
A A A
A
A A
AA
OPT.OPT.
OPT.OPT.
OPT. OPT.
OPT.
OPT.
A/H
OPT.
OPT.
H H
AA
AA
A
GFI @ 42"
A.F.F.
A
AOPTIONAL WP
GFI ABOVE
COUNTER TOP
OPTIONAL WP GFI
BELOW COUNTER TOP
FOR FRIDGE
STUB OUT FOR
OPTIONAL OUTDOOR
KITCHEN & SINK
SCD
BRASS FLOOR
OUTLET W/ SWITCH
ELECTRICAL PLAN 2344 "
200 AMP SERVICE
TAG
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
QUANTITY PRODUCT
(37)
(3)
(5)
(X)
(5)
(X)
(X)
(3)
(X)
(1)
(4)
(3)
(X)
(X)
(X)
(X)
(X)
(FLUSH MOUNTED LT)
(VAPORS)
(PENDANT LIGHT
(10" MUSHROOMS)
(24" 3 LT)
(36" 4 LT)
(NOT USED)
(COACH LIGHTS)
(COACH LIGHTS)
(J BOX)
(4' FLUORESCENT)
(2' FLUORESCENT)
(5LT CHANDELIER)
(3 LT)
(PENDANT/ NOOK)
(X)
(X)
200 AMP ELECTRICAL RISER DIAGRAM
200 AMP
PANELM
(2) 4/0 AL & (1) 1/0 AL
OR CU EQUIVALENT
#6 CU MIN. TO (2) GROUND RODS,
AT LEAST 6FT APART.
POWER CO.
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
02/18/20
L:\0
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A-5
ELECTRICAL
# 2
344 L
MO
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01/13/2020
LOT:
43
7
SUBD
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CASC
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ES 6
5s F
REED
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DRS:
31
70
APPLE
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#:
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88
90
096
G.C
.D.
11
41
3
1/4" = 1'-0"
ELECTRICAL PLAN
1
1
No. Description Date1 ADDED SLIDING GLASS DOOR TO
GREAT ROOM
02/18/20
RESIDENTIAL SPECIFICATIONS
1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT
THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL
REPORT ALL DISCREPENCIES BETWEEN THE DRAWINGS AND EXISTING
CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK
ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO
ATTACH AND ACCOMMODATE OTHER WORK.
3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR
SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT
DETAIL IS SHOWN.
4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE
FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000
PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO
THE DESIGNER PRIOR TO COMMENCING WORK.
5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH JOB
SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,
PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR
SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON
STRUCTURAL DRAWINGS.
6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE
ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS
SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY
AND EQUIVALENT STRENGTH PRODUCT.
ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDING
NAILS, SHALL BE HOT MOPED DIPPED GALVANIZED OR STAINLESS STEEL
CONTINUOUS ANCHORAGE SHALL BE PROVIDED BETWEEN ALL TRUSSES,
WALL SECTIONS, BEAMS, POSTS AND FOOTINGS WITH USE OF STRAPS
AND CONNECTORS AS SPECIFIED HEREIN.
7. TREATED WOOD REQUIREMENTS:-
ALL TREATED WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,
OR NATURALLY RESISTANT TO DECAY.
ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR
PRESSURE TREATED.
8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILTY
TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF
THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE
NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.
9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.
SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
10. LANAI CEILINGS & COVERED ENTRY CEILINGS
1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"
EXTERIOR GYP. BOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL
SCREWS @ 6" O.C. EDGE AND FIELD.
GENERAL NOTES
1
ROOF SHEATHING
SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
INSTALL PANELS WITH LONG DIMENSION PLACED PERPENDICULAR TO TRUSSES.
A 1/8" SPACE BETWEEN ADJACENT SHEETS SHALL BE MAINTAINED . INSTALL "H"
CLIPS AT UNSUPPORTED PANEL EDGES. THE ROOF SHEATHING SHALL BE NAILED WITH
8d RING SHANK NAILS @ 4" O.C. EDGE AND 6" O.C. FIELD. ENSURE THAT ALL NAILS
PENETRATE THE TOP CHORD OF THE TRUSSES WITHOUT SPLITTING. RING SHANK NAILS
PER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER, RING DIAMETER OF 0.012"
OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL
ROUND HEAD, 2" NAIL LENGTH.
FLASHING
FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL 0.0179" THICK,
26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED STEEL 0.0179" THICK, 26 GAUGE
ZINC COATED G90. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
SYSTEM ROOF SHEATHING MANUFACTURES PUBLISHED REQUIREMENTS. ALL
FLASHING AND INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
DRIP EDGE
DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLES ROOFS,
LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM
OF 1/2" BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINMUM
OF 2". DRIP EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL
BE A MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
GENERAL ROOF ASSEMBLY
2
INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE
LAYER APPLICATION UNDER TILE ROOF.
THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY
WITH THE PROVISIONS OF R905.3 F.B.C.
MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT
MANUFACTURER'S IDENTIFICATION MARK.
APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN
APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL
INCLUDED BUT NOT BE LIMITED TO THE FOLLLOWING:
1. TILE PLACEMENT AND SPACING,
2. ATTACHMENT SYSTEM NECESSARY TO COMPLY
WITH CURRENT WIND CODE,
A. AMOUNT AND PLACEMENT OF MORTART
B. AMOUNT AND PLACEMENT OF ADHESIVE
C. TYPE, NUMBER, SIZE AND LENGTH OF FASTENERS AND CLIPS.
3. UNDERLAYMENT
4. SLOPE REQUIREMENT.
CLAY AND CONCRETE ROOF TILE SPECS
4
SHINGLES
15# FELT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL
ASPHALT SHINGLES SHALL HAVE SELD-SEALING STRIPS OR BE
INTERLOCKING AND COMPLY WITH ASTM D 225 OR D 3462, AND
SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6
FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS
PER SHNGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH
LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE.
INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUIREMENTS
FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS
DETERMINED BY ASTM D 3161.
FASTENERS
FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F
1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS
STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE
(0.105") WITH A MINIMUM 3/8" DIAMETER HEAD SHANK AND SHALL
BE A LENGTH TO PENTRATE THE SHEATHING
THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED
THE REQUIREMENTS OF ASTM A 641, CLASS 1, OR EQUAL, AND
SHALL BE CORROSION RESTITANT BY ELECTRO GALVANIZATION,
MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR
SHALL BE MADE OF STAINLESS STEEL, NON-FERROUS METAL
ASPHALT SHINGLE ROOF SPEC'S
3
A.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES
SPAN RATING 48/24 OR BETTER, GLUED AND NAILED
FLOOR SHEATHNG AT 2ND FLOOR
5
R310.2.1 MINMUM OPENING AREA- ALL EMERGENCY ESCAPE AND RESCUE
OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF
5.7 SQUARE FEET (0.530 m2).
EXCEPTION- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET
CLEAR OPENING OF 5 SQUARE FEET (0.465 m2).
R310.2.1 MINMUM OPENING HEIGHT- THE MINIMUM NET CLEAR OPENING
HEIGHT SHALL BE 24 INCHES (610mm).
R310.2.1 MINMUM OPENING WIDTH- THE MINIMUM NET CLEAR OPENING
WIDTH SHALL BE 20 INCHES (508mm).
R310.1.1 OPERATIONAL CONSTRAINTS- EMERGENCY ESCAPE AND RESCUE
OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM
WITHOUT THE USE OF KEYS OR TOOLS.
R310.2.3 WINDOW WELLS- THE MINIMUM HORIZONTAL AREA OF THE WINDOW
WELL SHALL BE 9 SQUARE FEET (0.84 m2), WITH A MINIMUM HORIZONTAL
PROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOW
WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE
FULLY OPENED.
MINIMUM EGRESS WINDOW DETAIL
1'-8" MIN.
2'-0
" M
IN.
3'-8
" M
AX.
FINISH FLOOR
5.7 SQ. FT.
CLEAR OPENING
R703.4 - WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED BY THE WINDOW
OR DOOR MANUFACTURER OR BY THE FLASHING MANUFACTURER, "PAN FLASHING" SHALL BE
INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL
BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE
EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE.
OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OF PROTECTION AT THE
HEAD AND SIDES.
"PAN FLASHING" IS A GENERIC TERM THAT USED TO REFER TO "METAL PAN FLASHING".
HOWEVER MANY MODERN MATERIALS HAVE BEEN DEVELOPED FOR THE SAME FUNCTION
SUCH AS:
- FLEXIBLE PEEL AND STICK FLASHING MEMBRANE
-FLUID APPLIED FLASHING
FOR SUCH PRODUCTS FOLLOW THE MANUFACTURER'S INSTALLATION REQUIREMENTS
FOR IN-DEPTH FLASHING INSTRUCTIONS, REFER TO THE FOLLOWING PUBLICATIONS:
FMA/AAMA 100
FMA/AAMA 200
FMA/WDMA 250
FMA/AAMA/WDMA 300
INSTALL "PAN" FLASHING AT THE WINDOW SILL
OPENING FOR WINDOW OR DOOR
WHERE "PAN" FLASHING IS
USED AT THE SILL, ALSO
INCORPORATE FLASHING
OR PROTECTION AT THE
HEAD AND SIDES
THE FLASHING INSTRUCTIONS FROM THE WINDOW/ DOOR MFR., OR THE FLASHING MFR.,
SHALL SUPERCEDE THIS DETAIL
PAN FLASHING PER R703.4
SCALE: N.T.S.
WALL SHEATHING
WITH HOUSE WRAP
OR ZIP SYSTEM
WALL SHEATHING
PAPER BACK
METAL LATH
MID WALL
WEEP SCREED
OVER FELT STRIP
MASONRY NAIL
6" WIDE FELT
MASONRY WALL
WOOD FRAMING EITHER
FLOOR TRUSS OR GABLE
END TRUSS
FELT AND
WEEP SCREED
WO
OD F
RAM
EM
ASO
NRY W
ALL
CORNER OF
BUILDING
CORNER BEAD
MITER OUT CORNER
BEAD AT MID WALL
WEEP SCREED
CAULK CENTER JOINT
IN MID WALL WEEP
SCREED 2" IN EA.
DIRECTION AT CORNER
CORNER OF
BUILDING
FULLY EMBED BACK FACE
OF WEEP SCREED IN
CAULK. LET OOZE OUT AT
CORNER AND SCREED 2"
MIN. WIDTH
WIRE LATH
WITH FELT
OVER FRAME
WALL
EXPANSION JOINT
EXPANSION JOINT OVER
WIRE LATH
DECO. TEXTURE FINISH
OVER WIRE LATH
WO
OD F
RAM
EM
ASO
NRY W
ALL
MASONRY WALLMASONRY WALL
DECO. TEXTURE FINISH
OVER WIRE LATH
EXPANSION JOINT
MASONRY WALL
EXPANSION JOINT
AMICO M-TYPE
CONTROL JOINT
AMCJM-780 OR
APPROVED EQUAL
OVER LATH (CUT
LATH BEHIND
CONTROL JOINT 1/4"
MIN. GAP) LOCATE
OVER STUD ONLY
AND PER NOTE 1
*
*NOTE 1:(AT WOOD
FRAME ONLY)
MAX OF 144 SQ. FT.
BETWEEN CONTROL
JOINTS. NOT GREATER
THAN 18'-0" O.C. MAX
AREA RATIO OF
CONTROL JOINTS-2-2/1 TO 1
WIRE THE CONTROL
JOINT TO LATH WITH
18 GA. GALVANIZED
WIRE AT 7' O.C. MAX.
WIRE LATH
OVER FELT
FELT PAPER
FRAME WALL
FELT STRIP
WIRE LATH OVER
MID WALL
WEEP SCREED
OVER FELT STRIPMID WALL
WEEP SCREED
OVER FELT STRIP
MITER OVER SCREED
FELT STRIP
OVER BLOCK WALL
BUILDING
MASONRY WALL
MID WALL WEEP SCREED DETAIL
WEEP SCREED DETAILINSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
GABLE WALL ROOF
EXTERIOR
ATTICATTICEXTERIOR
HOUSE WRAP
EXTERIOR PLYWOOD W/
RADIANT BARRIER ON
ATTIC SIDE
EXTERIOR STUD
WALL OR TRUSS
RADIANT BARRIER
GLUED TO PLYWOOD
TOP CHORD
RADIANT BARRIER: SCALE: N.T.S.
NOTE: EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE
RADIANT BARRIER AND HOUSE WRAP.
8"X8"X16" CONC. BLOCK
CONCRETE FOOTING SEE
FOUNDATION PLAN FOR
SIZE AND REINFORCING.
PRECAST CONCRETE SILL 1/2" DRYWALL W/ TEXTURED WALLS
WOOD BASE
1X2 P.T. FURRING STRIPS @ 24" O.C.
W/ INSULATION (MIN. R4.1)
4" CONC. SLAB ON 6 MIL.
VISQUEEN VAPOR BARRIER ON
MECHANICALLY COMPACTED FILL
@ 95%.
DECO. CEMENT FINISH
PER ASTM C-926
SILL SET IN MORTAR
SEE ENERGY CODE FORMS
FOR INSULATION R-VALUES
1X4 P.T. STRIP
VENTED SOFFIT
SHALL MEET R703.1.2.1
SEE TABLE 3 ON S-3
DRYWALL CEILING
PER NOTE 9 IN
TABLE 1 ON A-6
GRADE
PROVIDE TERMITE TREATMENT
WITH "BORA CARE".
SLOPE TO EXTERIOR
ROOF SHEATHING PER SCHEDULE 2/S-3.
AND PER NOTES IN TABLE 2 ON A-6
TILE ROOF PER NOTE 4 ON A-6.
EMBEDDED STRAP AT EACH
TRUSS PER ROOF FRAMING PLAN.
FLASHING AND
DRIP EDGE PER NOTES
IN TABLE 2 ON A-6
WINDOW, SEE SCHEDULE AND PLAN.
PRECAST LINTEL
SEE FRAMING PLAN
WINDOW BUCKS SEE TABLE 2 ON A-6
1X4 P.T. BUCK W. BED OF
CONTINUOUS CAULK UNDER
PROVIDE VENTILATION
PER R806.1
8"X8" CONTINUOUS
BOND BEAM W/
1 #5, GROUT SOLID
WOOD TRUSSES @ 24" O.C. (TYPICAL)
DESIGNED BY DELEGATED TRUSS ENGINEER.
2X6 MIN. SUB FASCIA
4"
MIN
.
12"
MIN
.D
W
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
L:\0
-New D
ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N
2019\S
UBD
IVIS
IONS\C
ASCADES 6
5'S
FREED
OM
HO
MES\1
1413 L
OT 4
37 2
344
LR\R
EVIT
\11413 2
344 L
R.r
vt
A-6
SECTIONS
# 2
344 L
MO
DEL
JWC
JSL
01/13/2020
LOT:
43
7
SUBD
IVIS
ION:
CASC
AD
ES 6
5s F
REED
OM
HO
MES
AD
DRS:
31
70
APPLE
BLO
SSO
M D
R
D.R
.H.
#:
57
88
90
096
G.C
.D.
11
41
3
No. Description Date
WH
HB
HB
MF
HB
1'-4
"1
1'-8
"5
4'-0
"1
'-4
"2
'-0
"
5'-4" 1'-4" 8" 8'-0" 8" 1'-4" 16'-0" 1'-4"
15'-0" 6'-8" 9'-4" 18'-8"
49'-8"
28'-4"
2'-3
"9
'-3
"1
'-6
"
22
'-8
"4
'-4
1/2
"3
'-7
"2
'-8
1/2
"2
0'-8
"
21'-8" 5'-4 1/2" 4'-11 1/2" 3'-0" 3'-2" 5'-2" 6'-4"
20
'-8
"3
1'-4
"
30
'-8
"1
'-6
1/2
"2
0'-8
"2
'-9
"1
'-9
"1
2'-1
1 1
/2"
ELEV. @ 0'-(-4")
TILE
SHOWER
RECESS
3-1/2"
16'-0" X 8'-0" O.H. GARAGE DR.
PROVIDE 1/4" WATER
LINE @ REF. SPACE
FOR ICE MAKER
RUN CONDUIT FOR
ELECTRIC AT ISLAND
8'-0" X 8'-0" O.H. GARAGE DR.ELEV. @ 0'-(-4")
PAVERS BY OTHERS
2" SLO
PE
6" X 12" RECESS
6" X 12" RECESS
METER VERIFY
LOC.
PAVERS
BY
OTHERS
SINK & DISP
RANGE
2'-2" 3'-0" 10"
1'-4
"
8'-0
"
2'-0" 2'-8" 9'-8" 7'-4" 28'-0"
2'-0
"
AA
A
INSTALL 1 3/8" THICK SOLID
WOOD DOOR BETWEEN LIVING
AND GARAGE PER FLORIDA
BUILDING CODE R302.5.1
8F8-1B SET AT GARAGE
DOOR HEAD HEIGHT, ADD
COURSING AS REQUIRED TO
8X8 BOND BEAM W/ 1 #5
TOP @ 10'-0" ADD #5 VERT
@ 48" O.C. GROUT ALL
SOLID
70
'-4
"
49'-8"
21'-4" 28'-4"
13
'-0
"5
4'-0
"3
'-4
"
70
'-4
"
6'-0 1/2" 9'-3" 6'-0 1/2" 12'-10" 1'-4" 12'-10" 1'-4"
16" SQUARE MASONRY
COLUMN W/ (4) #5 VERTICAL
B
A
AA
A
F3
F3
F3
F3
F3
F3
F3
F3
F6AF6A
F6A
F6
SAW CUT SLAB
PER DETAIL 5/S-3
PP
A
11'-2" 9'-11 1/2" 1'-10 1/2" 3'-0" 5'-5 1/2" 13'-11 1/2" 4'-3"
F3 W
/ C
URB
#5 BAR IN GROUTED
CELL. LAP 25'" WITH #5
DOWEL OUT OF SLAB,
WITH 7" HOOK INTO
TOP OF BOND BEAM
F3
P
ELEV. @ 0'-(-4")
8'-0
"
4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #
10/10 W.W.M. REINFORCING OVER 6
MILL VISQUEEN BARRIER ON
MECHANICALLY COMPACTED FILL @ 95%.
THE FINISH FLOOR SLAB SHALL BE SET
ABOVE BASE FLOOD ELEVATION PER FEMA
FLOOD MAP PLUS 1'-0" FREEBOARD PER
FBCR R322.2.1. SEE SITE PLAN BY OTHERS
ELEV. @ 0'-0"
LOWEST POINT OF GARAGE SHALL BE SET ABOVE
BASE FLOOD ELEVATION PER FEMA FLOOD MAP
SET A/C PAD ABOVE
FLOOD W/ 1'-0"
FREEBOARD PER
FBCR R322.2.1
SET W/H ABOVE FLOOD
W/ 1'-0" FREEBOARD
PER FBCR R322.2.1
DW
STANDARD SGD RECESS 1-1/2". IMPACT
GLASS SGD RECESS 2-1/2".
PROVIDE TERMITE TREATMENT
WITH "BORA CARE"
REF. SPACE
A
12
'-1
1 1
/2"
9'-7
"
A
BRASS FLOOR
OUTLET W/ SWITCH
12'-0"
F1
STUB OUT FOR
OPTIONAL OUTDOOR
KITCHEN & SINK
60" HIGH WALL W/ 8" BOND
BEAM & 1#5 ROD
1
1'-8
"
FIN. GRADE
#5 DOWEL WITH
7" HOOK, EMBED
5" MIN.
2 #5 CONT. W/
3" CLEAR COVER.
1'-0"
1'-0"
MIN
.
2'-1
"
1'-8
"
FIN. GRADE
#5 DOWEL WITH
7" HOOK, EMBED
5" MIN. BELOW
GARAGE FLOOR
2 #5 CONT. W/
3" CLEAR COVER.1'-0"
1'-0"
MIN
.
7 5/8"
.
VARIES WITH
SLOPE OF FLOOR
CURB IS OPTIONAL & NOT INCLUDED
IN FOOTING DIMENSIONS
2'-1
"
3" CLEAR COVER2 #5
8"
1'-4"
8"X8" CONC. RIBBON
W/ 1 #5 ROD CONT.
1" 3"
8"
8"
PAVERSMORTAR
TYPE LENGTH WIDTH DEPTH
2'-6" 2'-6"
3'-0"3'-0"
3'-6"3'-6"
4'-0"4'-0"
5'-0"5'-0"
A
B
C
D
E
1'-0"
1'-0"
1'-0"
1'-2"
1'-2"
3-#5 3-#5
4-#5 4-#5
4-#5 4-#5
5-#5 5-#5
6-#5 6-#5
-
-
-
-
-
REMARKSLONG WAY SHORT WAY
BOTTOM REINF.
PAD FOOTING SCHEDULE
US
ED
TYPE LENGTH WIDTH DEPTH
CONT. 1'-4"
1'-8"
1'-0"
1'-4"
1'-4"
F1
F2
F3
F4
F5
1'-8"
1'-0"
1'-0"
2-#5
SHAPE
WALL FOOTING SCHEDULE
US
ED BOTTOM
REINFORCING
F6
F6A
TE
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
CONT.
1'-4"
0'-8"
0'-8" 0'-8"
0'-8"
1'-8"
0'-10"
0'-8"
2-#5
2-#5
2-#5
2-#5
2-#5
1-#5
1-#5
ADD CURB TO
GARAGE, SEE
DETAIL
FOUNDATION PLAN
PLAN NOTES:
1. TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0"
2. "F#" DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET.
3. # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET.
4. PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING
TO BOND BEAM.
5. ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY
EXTEND BEYOND FACE OF WALL.
6. FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/
DOOR SUPPLIER.
7. PROVIDE PRESSURE TREATED BUCKS AT WINDOWS/ DOORS PER DETAIL 7/S-3.
SCALE: 3/16" = 1'-0"
3" CLEAR COVER1 #5
8"
8"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
02/18/20
L:\0
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\1-M
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019\2
019-B
UIL
DERS\D
R H
ORTO
N
2019\S
UBD
IVIS
IONS\C
ASCADES 6
5'S
FREED
OM
HO
MES\1
1413 L
OT 4
37 2
344
LR\R
EVIT
\11413 2
344 L
R.r
vt
S-1
FOUNDATION PLAN
# 2
344 L
MO
DEL
JWC
JSL
01/13/2020
LOT:
43
7
SUBD
IVIS
ION:
CASC
AD
ES 6
5s F
REED
OM
HO
MES
AD
DRS:
31
70
APPLE
BLO
SSO
M D
R
D.R
.H.
#:
57
88
90
096
G.C
.D.
11
41
3
1/4" = 1'-0"
FOUNDATION PLAN
1/2" = 1'-0"
"F3" FOOTING
1/2" = 1'-0"
"F3" WITH CURB AT GARAGE
1/2" = 1'-0"
"F6" STEP DOWN
1/2" = 1'-0"
"P" PAVERS DETAIL ENTRY/ LANAI
1/2" = 1'-0"
"F6A" STEP DOWN
1
No. Description Date1 ADDED SLIDING GLASS DOOR TO
GREAT ROOM
02/18/20
WH
HB
HB
MF
HB
A1
A2
A3
A4
A5
A6
A7
A8
A9
J3
J5
J7J7A
J5A
J3
J3
J5
CJ1
2
J7
J7A
J5A
CJ12A J
3
A10
A11
A12
A13
A14
A15
A16
A17
A18
A19
C1
C2
C3
MG
1
V1
V2
EJ9
B1
EJ9EJ9A
B4
B3
B2
WALL ABOVE WITH BOND
BEAM AT TOP
#5 VERTICAL, ABOVE
LINTEL ONLY WHERE
NOTED ON PLAN
'1B' DENOTES 1#5 BOTTOM
WITH 7" HOOK EACH END OR
EXTEND 24" BEYOND OPENING.
'0B' DENOTES "NO REBAR"
8" PRECAST LINTEL
GR
OU
T S
OLID
1'-4"
GR
OU
TE
D
1#5 TOP
1#5 BOTTOM
8F8-1B
8F8-0B
8F16-1B/1T
PRECAST LINTEL SCHEDULE
AT SWING DOORS, USE 2" RECESS STYLE
LINTEL IF NEEDED FOR ROUGH OPENING.
LINTELS BEAR 4" MIN. EACH END
PLAN NOTES:
1. ROOF AND FLOOR TRUSS BEARING ELEVATION VARIES,
SEE LEGEND.
2. ROOF AND FLOOR FRAMING SHALL BE WOOD TRUSSES
DESIGNED BYA DELEGATED TRUSS ENGINEER PER
DESIGN CRITERIA ON SHEET S-3.
3. PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS
SHEET.
4. FOR NAILING OF ROOF AND FLOOR DECK, SEE 1 AND 2
ON S-3.
5. 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE
DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET.
6. AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND
BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 11/S-3.
7. "SW" DENOTES PLYWOOD SHEARWALL PER SCHEDULE
THIS SHEET.
LANAI
GREAT ROOM
KITCHEN
BEDROOM #3
STUDY MASTER SUITE
W.I.C.
MASTER
BATH
LAUNDRY
BEDROOM #2
3 CAR GARAGEBATH #2
10'-0" FLAT CEILING
COFFERED CEILING
COFFERED
CEILING
FOYER
COFFERED CEILING
8F8
-0B
8F8
-0B
8F8
-0B
8F8-0B 8F8-1B
8F1
6-1
B/1
T
8F8
-0B
8F8-1B SET AT GARAGE DOOR
HEAD HEIGHT, ADD COURSING
AS REQUIRED TO 8X8 BOND
BEAM W/ 1 #5 TOP @ 10'-0".
ADD VER @ 48" O.C.
GROUT ALL SOLID.
THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE &
ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE
GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL
BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM
BOARD OR EQUIVALENT. WHERE THE SEPERATION IS A FLOOR-
CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE
SEPERATION SHALL ALSO BE PROTECTED BY NOT LESS THAN
1/2" GYPSUM BOARD OR EQUIVALENT
WHERE DRYWALL CEILING IS
APPLIED TO TRUSSES AT 24"
O.C. USE 5/8" DRYWALL OR
1/2" SAG RESISTANT PER SEC.
702.3.5
#5 VERTICAL @ DOT
LOCATION (48" O.C.
MAX) IN GROUTED CELL
W/ 7" HOOK INTO BOND
BEAM
8"X8" CONTINUOUS MASONRY BOND BEAM AT
TOP OF WALL. WITH 1 #5 BAR. PROVIDE CORNER
BARS PER 2/S-5
CORNER BARS IN
BOND BEAM PER 8/S-3
ATTIC
ACCESS
EXTERIOR CEILING
PER 2/S-3
HIP
HIP
VAL
LEY
RID
GE
RID
GE
RID
GE
HIP
HIP
ENTRY12'-0" CEILING
META16 @ 32" O.C. @
INSIDE FACE OF GABLE
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING 10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
POWDER
BATH
1-META16
@ A1
1-META16
TYPICAL
1-META16
@ A1
1-META16
TYPICAL
8F16-1B/1T8F16-1B/1T8F8-1B
8F8
-1B
2-HETA20
@ A1
1-META16
TYPICAL
8F8-0B
8F8-0B
(2) GABLE END BRACES
PER DETAIL 12/S-3
META16 @ 32" O.C. @
INSIDE FACE OF GABLE
2-MTW16 @
A13A
1-META16
@ A19
WHERE ROOF SHEATHING CONTACTS ONLY
THE EDGE OF ROOF TRUSSES, INSTALL
BEVELLED BLOCKING PER DETAIL THIS SHEET
(DR HORTON COMPANY REQUIREMENT)
WHERE ROOF SHEATHING CONTACTS ONLY
THE EDGE OF ROOF TRUSSES, INSTALL
BEVELLED BLOCKING PER DETAIL THIS SHEET
(DR HORTON COMPANY REQUIREMENT)
STUD BEARING WALL, 2x4 SPF #2
@ 16" O.C. WITH BLOCKING AT
MID POINT, SPTH4 TOP AND
BOTTOM AT 16" O.C. PT SILL
PLATE WITH 1/2"x6" EXPANSION
BOLT @ 32" O.C. WITH 2"
WASHER
8F8-1B,
BOTTOM @ 8'-8",
ADD COURSING TO
8X8 BOND BEAM
W/ 1#5, TOP @
12'-0".
OUTLOOKERS PER
DETAIL 12/S-3
(+3
3.5
-4
4.8
)
(+2
9.4
-3
3.3
)
(+33.5 -36.3)(+33.5 -36.3)
(+3
3.5
-3
6.3
)(+
33.5
-3
6.3
)
(+33.5 -36.3)
(+33.5 -44.8)
(+33.5 -36.3)
(+29.4 -33.3)
(+28.2 -31.5)
(+3
3.5
-3
6.3
)
11
S-3
12
S-3
OUTLOOKERS
SIMILAR TO 12/S-3
1
S-4
8X8 CONTINUOUS MASONRY
BOND BEAM AT TOP OF WALL
WITH 1#5 BAR, PROVIDE
CORNER BARS PER 8/S-3
1-META16
@ A19
1-HETA20
@ A19
1
BEARING HEIGHT
= BEARING @ 10'-0"
= BEARING @ 12-0"
= INTERIOR BEARING
@ 10'-0"
ROOF SHEATHING
8d RING SHANK @
6" O.C.
16d NAILS
@ 8" O.C.
2" X () BLOCKING W/
BEVEL CUT TOP
ROOF TRUSS
BEVELLED BLOCKING DETAIL
TRUSS STRAPPING TO MASONRY
MAX TRUSS UPLIFT
@ 24" OC (LBS)CONNECTOR FASTENER
1450
1810
2235
1985 (1 PLY)
1900 (2 PLY)
2500 (2 PLY)
2500 (2PLY)
(1) META16 TO 40
(1) HETA16 TO 40
(2) HHETA16 TO 40
(2) META12 TO 40
(2) META12 TO 40
(2) HETA12 TO 40
(2) HHETA12 TO 22
9-10dx1-8", EMBED 4"
10-10dx1-8", EMBED 4"
12-10dx1-8", EMBED 4"
12-10dx1-8", EMBED 4"
14-16d, EMBED 4"
14-16d", EMBED 4"
14-16d", EMBED 4"
INSTALL META16
AT ALL TRUSSES
TO 1450 lb
UPLIFT. FOR
HIGHER UPLIFTS,
SEE NOTES ON
PLAN.
NOTES:
1. PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING
POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED
TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP
ON -C OF WALL.
2. CONNECTORS ARE SIMPSON STRUCTURAL CONNECTORS. ALL
CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON
PRINTED INSTUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY
THE ENGINEER OF RECORD.
3. WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL
RETROFIT STRAP PER 10/S-3.
REV2
TRUSS STRAPPING TO STUDWALL/ WOOD BEAM
MAX TRUSS UPLIFT
@ 24" OC (LBS)CONNECTOR FASTENER
840
1680
2520
1450
2900
4350
5800
(1)MTS12 TO 20
(2) MTS12 TO 20
(3) MTS12 T0 20
(1) HTS20 TO 30
(2) HTS20 TO 30
(3) HTS20 TO 30
(4) HTS20 TO 30
14-10dx1-8"
14-10dx1-8"
14-10dx1-8"
24-10dx1-8"
24-10dx1-8"
24-10dx1-8"
24-10dx1-8"
INSTALL AT ALL
TRUSSES TO
840 lb UPLIFT.
FOR HIGHER
UPLIFTS, SEE
NOTES ON
PLAN.
NOTES:
1. PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING
POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED
TRUSS DESIGN PACKAGE.
2. CONNECTORS ARE SIMPSON SRTONG TIE. ALL CONNECTORS SHALL BE
INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTUCTIONS.
REV2
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
02/18/20
L:\0
-New D
ata
\1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N
2019\S
UBD
IVIS
IONS\C
ASCADES 6
5'S
FREED
OM
HO
MES\1
1413 L
OT 4
37 2
344
LR\R
EVIT
\11413 2
344 L
R.r
vt
S-2
ROOF FRAMING PLAN
# 2
344 L
MO
DEL
JWC
JSL
01/13/2020
LOT:
43
7
SUBD
IVIS
ION:
CASC
AD
ES 6
5s F
REED
OM
HO
MES
AD
DRS:
31
70
APPLE
BLO
SSO
M D
R
D.R
.H.
#:
57
88
90
096
G.C
.D.
11
41
3
1/4" = 1'-0"
ROOF FRAMING PLAN
TRUSS BEARING CONDITIONS AND
STRAPPING IS BASED ON TRUSS LAYOUT
PREPARED BY SCOSTA, JOB# 44138 ,
DATED: 05/14/18 REVISED: 12/10/19
(+33.5, -36.3) WIND PRESSURES
PER ASCE7-10, 160 MPH,
EXPOSURE C, AND CONVERTED TO
ALLOWABLE STRESS DESIGN
PRESSURES USING 0.6W LOAD
FACTOR. (Vasd= 124 MPH, RICK
CATT II, ENCLOSED, kd=0.85, H=15')
1
No. Description Date1 ADDED SLIDING GLASS DOOR TO
GREAT ROOM
02/18/20
” ”” ”
” ”