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5"
12"5"
12"
5"
12"5"
12"
5"
12"
5"
12"
5"
12"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 9'-4"
TOP OF BEAMELEV. @ 9'-4"
FYPON LV
16" x 36"
4" RAISED BANDING
BOARD & BATTON SIDING
7'-4
"
16080 OHGD3080 ENTRY
TILE OR SHINGLE ROOF
3'-0
"
DECO STONE
WITH STONE LEDGER
1'-6"
FYPON LV
12" x 18"
FYPON BKT
12" x 16"
1'-4"1'-4"
1'-4"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 9'-4"
TOP OF BEAMELEV. @ 9'-4"
DECO TEXTURE
FINISH OVER
CONC. BLOCK
8'-0
"
2-4080 SL GL DR2-25 SH
TILE OR SHINGLE ROOF
1'-4"1'-4"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 9'-4"
TOP OF BEAMELEV. @ 9'-4"
DECO TEXTURE
FINISH OVER
CONC. BLOCK8'-0
"
TILE OR SHINGLE ROOF
25 SH 25 SH 60" x 24" 2-25 SH
DECO STONE
WITH STONE LEDGER
1'-4" 1'-4"
1'-4"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 9'-4"
TOP OF BEAMELEV. @ 9'-4"
DECO TEXTURE
FINISH OVER
CONC. BLOCK
8'-0
"
25 SH 25 SH 48" x 12"
1'-4"1'-4"
6"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
1/4" = 1'-0"
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBD
IVIS
IONS\S
EASO
NS B
ONIT
A
50's\1
0536 L
OT 2
80 1
763 E
R\R
EVIT
\10536 1
763 E
R.r
vt
A-1 ER
ELEVATION
17
63
MO
DEL
JWC
JSL
10/10/18
LOT:
28
0
SU
BD
IVIS
ION:
SEAS
ONS B
ONIT
A 4
0's
AD
DRS
: 2
82
76
SEAS
ONS T
IDE A
VE
D.R
.H.
#:
57
92
10
29
3G
CD
JO
B #
10
53
6
1/4" = 1'-0"
FRONT ELEVATION "ER"
1/4" = 1'-0"
REAR ELEVATION "ER"
1/4" = 1'-0"
LEFT ELEVATION "ER"
1/4" = 1'-0"
RIGHT ELEVATION "ER"
WH
HB
HB
1'-0" 12'-8"
13'-8" 16'-0"
29'-8"
1'-0
"9
'-0
"6
'-0
"1
'-0
"4
'-0
"
10
'-0
"5
8'-0
"1
1'-0
"
79
'-0
"
3'-6" 8'-2" 2'-0"
16'-4 1/2" 3'-11 1/2" 7'-3 1/2" 2'-0 1/2"
21'-9 1/2" 2'-9 1/2" 3'-0" 2'-1"
16
'-2
"4
'-1
0"
18
'-6
"3
9'-6
"
19
'-7
"2
8'-1
0"
10
'-6
1/2
"
7'-3" 1'-1" 21'-4"
11'-7 1/2" 18'-0 1/2"
1'-1 1/2" 3'-5" 5 1/2"
1'-0" 4'-0" 6'-0" 1'-4" 16'-0" 1'-4"
11'-0" 18'-8"
29'-8"
79
'-0
"
5'-0
" TUB
DBL
SIN
K
AHU
WASHER
4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #
10/10 W.W.M. REINFORCING OVER 6
MILL VISQUEEN BARRIER ON TERMITE
TREATED MECHANICALLY COMPACTED
FILL @ 95% WITH "BORA CARE"
ELEV. @ 0'-0"
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
SLO
PE
PROVIDE 1/4" WATER
LINE @ REF SPACE
FOR ICE MAKER
RUN ELECTRIC IN
CONDUIT FOR
KITCHEN ISLAND
RECESS SGD 1-1/2" FOR CONCRETE LANAI.
RECESS 2-1/2" FOR PAVER LANAI OR WHERE
IMPACT WINDOWS ARE REQUIRED.
LOWEST POINT OF GARAGE SHALL BE SET ABOVE
BASE FLOOD ELEVATION PER FEMA FLOOD MAP
PLUS 1'-0" FREEBOARD PER FBC R322.2.1. SEE
SITE PLAN BY OTHERS.
8F8-1B SET AT GARAGE DOOR HEAD HEIGHT ADD
COURSING AS REQUIRED TO 8X8 BOND BEAM W/
(1) #5 BAR. TOP @ 9'-4" ADD #5 VERT @ 48" O.C.
GROUT ALL SOLID
4'-9" 1'-10 1/2"
TIL
E S
HO
WER
RECES
S 3
1/2
"
PAVERS BY OTHERS
PAVERS BY
OTHERS
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
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBD
IVIS
IONS\S
EASO
NS B
ONIT
A
50's\1
0536 L
OT 2
80 1
763 E
R\R
EVIT
\10536 1
763 E
R.r
vt
A-2 ER
SLAB & PLUMBING
17
63
MO
DEL
JWC
JSL
10/10/18
LOT:
28
0
SU
BD
IVIS
ION:
SEAS
ONS B
ONIT
A 4
0's
AD
DRS
: 2
82
76
SEAS
ONS T
IDE A
VE
D.R
.H.
#:
57
92
10
29
3G
CD
JO
B #
10
53
6
1/4" = 1'-0"
SLAB & PLUMBING "ER"
WH
HB
HB
13'-8" 16'-0"
20
'-5
"1
0'-9
1/2
"2
'-4
"5
'-1
1"
10
'-9
1/2
"5
'-3
"5
'-4
"3
'-1
0"
14
'-4
"
11'-0" 18'-8"
8'-4" 2'-6 1/2" 3'-5" 2'-1 1/2" 3'-10" 2'-11" 6'-6"
79
'-0
"
4'-0
"7
'-0
"5
8'-0
"1
0'-0
"
14'-1" 2'-4" 2'-1" 11'-2"
4'-4
"1
4'-5
"2
4'-1
0 1
/2"
5'-0
"4
'-8
"4
'-8
1/2
"
LANAI MASTER SUITE
GREAT ROOM
W.I.C.
BATH #2
BEDROOM #2
KITCHEN
GARAGE
LAUNDRY
FOYER
9'-4" FLAT CEILING
MASTER
BATH
BEDROOM #3
DINING ROOM
AHU
29'-8"
1'-0" 4'-0" 6'-0" 1'-4" 16'-0" 1'-4"
1'-0
"9
'-0
"2
'-8
"1
0'-6
"8
'-4
"1
4'-6
"2
8'-0
"1
'-0
"
1'-0" 12'-8" 5'-5" 10'-7"
79
'-0
"
29'-8"
12" VINYL SHELF
12" VINYL SHELF
12" VINYL SHELF
12" VIN
YL
SH
ELF
12" VIN
YL
SH
ELF
12" VIN
YL
SH
ELF
12" VIN
YL
SH
ELF
5'-0
" TUB
RANG
E
DBL
SIN
K
2
2
2
2
2
6
2
6
2
2
6
2
6
3
B
AA
1
2
BC
AA
OVERHEAD CABS
OVERH
EAD C
ABIN
ETS
LINEN
14'-2" 2'-3" 2'-4" 4'-11" 6'-0"
LINEN
WASHERDRYER
DW
MIR.
MIR.
MIR
.
18
'-1
1 1
/2"
11
'-0
1/2
"1
8'-1
0"
30
'-2
"
5'-6" 1'-5" 4'-4 7/8" 2'-8"
2'-5 1/8"
13'-3"
MIN. R-13 OR
BETTER INSULATION
22" X36"
ATTIC ACCESS
SEE NOTE 10
SEE NOTE 9
3'-6" 8'-2" 2'-0"
1'-4" 3'-0" 8"
EGRESS
EG
RES
SEG
RES
S
6" KNEE WALL
34 1/2" TALL
TIL
E S
HO
WER
RECES
S 3
1/2
"
2
PANTRY
35
'-1
0 1
/2"
6'-3
"6
'-6
"
2'-8
1/2
"
2'-3
1/2
"
18'-1"4'-4 1/2"7'-2 1/2"
6'-1
1 1
/2"
5'-9 3/4"
3'-8
"
9'-4" FLAT CEILING
9'-4" FLAT CEILING9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING 9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT
CEILING
D
SAFETY G
LAZED
2'-4
"
ENTRY
9'-4" FLAT
CEILING
9'-4" FLAT CEILING
2
8'-1"
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
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
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 308.4.5.
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) KITCHEN KNEE WALL TO BE FRAMED W/ TOP @
34 1/2" A.F.F.
7) INSTALL SMOOTH WALLS IN KITCHEN AND ALL
BATHROOM AREAS
8) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES
@ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG
RESISTANT PER SEC. 702.3.5
9) 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
10) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN
LIVING AND GARAGE PER FLORIDA BUILDING CODE
R302.1.5.
11) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST
COMPLY WITH R612.2 MIN 24" SILL HEIGHT OR
PROVIDED WITH AN APPROVED WINDOW FALL
PRVENTION DEVICE
12) ALL CLOSET SHELVES TO BE 12". ALL PANTRY &
LINEN TO BE (4)-16" SHELVES 18" 0.F.F. W/ 15"
INCREMENT.
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
OPT IMPACT GLASS MAY BE INSTALLED IN
LIEU OF SHUTTERS VERIFY W/ CONTRACT
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
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"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBD
IVIS
IONS\S
EASO
NS B
ONIT
A
50's\1
0536 L
OT 2
80 1
763 E
R\R
EVIT
\10536 1
763 E
R.r
vt
A-3 ER
FLOOR
17
63
MO
DEL
JWC
JSL
10/10/18
LOT:
28
0
SU
BD
IVIS
ION:
SEAS
ONS B
ONIT
A 4
0's
AD
DRS
: 2
82
76
SEAS
ONS T
IDE A
VE
D.R
.H.
#:
57
92
10
29
3G
CD
JO
B #
10
53
6
1/4" = 1'-0"
FLOOR PLAN "ER"
WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS QTY
A 25 SH 5'-3" 3'-1" 4
B 2-25 SH 5'-3" 6'-4" 2
C 60" X 24" FIXED GLASS 2'-2" 5'-2" 1
D 48" X 12" FIXED GLASS 1'-2" 4'-2" SAFETY GLAZED 1
DOOR SCHEDULETYPE
MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS QTY
1 16080 OHGD 8'-0" 16'-0" 1
2 3080 ENTRY 8'-0" 3'-0" 1
3 2-4080 SL. GL. DR. 8'-0" 8'-0" 1
SQUARE FOOTAGE
LANAI AREA 137 SF
LIVING AREA 1762 SF
GARAGE AREA 366 SF
ENTRY AREA 35 SF
TOTAL AREA 2300 SF
WH
HB
HB
LANAI MASTER SUITE
GREAT ROOM
BATH #2
BEDROOM #2
KITCHEN
GARAGE
LAUNDRY
FOYER
9'-4" FLAT CEILING
MASTER BATH
BEDROOM #3
DINING ROOM
PANTRY
9'-4" FLAT CEILING
9'-4" FLAT CEILING9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING 9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
ENTRY9'-4" FLAT
CEILING
9'-4" FLAT CEILING
HIP
HIP
RID
GE
HIP
RID
GE
VAL
LEY
HIP
MODEL 1763 E: ATTIC VENTILATION FBCR R806
SOFFIT ONLY (1/150) WITH ROOF VENTS (1/300)
AREAS (SQ. FT.) ATTIC VENTILATION REQUIRED ATTIC VENTILATION REQUIRED
MARK SOFFIT
2268.1 SQ. FT.
ATTIC AREA/150
5.59% -.-- SQ. FT. -.-%
COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
(R.V.)
ROOF VENTS ARE NOT REQUIRED
32" BASE
22
-3/8
" BASE
LOMANCO 770-D
0.97 SQ. FT. FREE AIR
(NO ROOF VENTS)
15.12 SQ.FT.
"SOFFIT ONLY" QUALIFIES
SOFFIT MODEL
ACM QUAD 4, FULL VENT,
NARROW PATTERN,
8.15% FREE AIR FLOW
ATTIC
268.4 SQ. FT.
MIN AIR FLOW OF SOFFIT
ROOF VENT MODEL
1st STORY
REQ'D AIR FLOW
OF SOFFIT
QUAD 4 SOFFIT
HAS
8.15%
ATTIC AREA/300QUANTITY OF
ROOF VENTS
-
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBD
IVIS
IONS\S
EASO
NS B
ONIT
A
50's\1
0536 L
OT 2
80 1
763 E
R\R
EVIT
\10536 1
763 E
R.r
vt
A-4 ER
ROOF
17
63
MO
DEL
JWC
JSL
10/10/18
LOT:
28
0
SU
BD
IVIS
ION:
SEAS
ONS B
ONIT
A 4
0's
AD
DRS
: 2
82
76
SEAS
ONS T
IDE A
VE
D.R
.H.
#:
57
92
10
29
3G
CD
JO
B #
10
53
6
1/4" = 1'-0"
ROOF PLAN "ER"
BEARING HEIGHT
= BEARING @ 9'-4"
WH
HB
HB
4
33
TV
TV
TV
TV
T
43
T
3
3
P
P
P
43
3
GFI
GFI
GFI
@ 42" A.F.F.
GFI
@ 42" A.F.F.
GFI
WP
GFI
WP
GFI
GFI
GFI
GFI
GFI
GFI
GFI
GFI
STUB OUT FOR
GARAGE DOOR
OPENER
A/C DISCONNECT
A/C DISCONNECT
EXH. FAN
EXH. FAN
W/ LIGHT
EXH. FAN
ELECTRIC METER200 AMP PANEL
ATTIC
LIGHTGFI
WP/GFI
D
PRE-WIRE FOR
FAN (TYP.)
PRE-WIRE FOR
FAN (TYP.)
D
PRE-WIRE FOR
FAN (TYP.)
D
KEYLESS
D
PRE-WIRE FOR
FAN (TYP.)
DB
VP
HH
A
A
A
A
A
OPT.A
OPT.
A
OPT. A
OPT.
A
A
D
D
A
PRE-WIRE FOR
FAN (TYP.)
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.
J
ELECTRICAL NOTES:
ALL OUTLETS IN WET AREAS AND ALL
ALL ELECTRICAL EQUIPMENT TO BE SET AT
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
OR ABOVE BASE FLOOD ELEVATION.
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)
RECESSED 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
SCDELECTRICAL PLAN 1763
200 AMP SERVICE
TAG
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
QUANTITY PRODUCT
(9)
(1)
(3)
(7)
(3)
(X)
(X)
(2)
(X)
(X)
(X)
(X)
(X)
(X)
(X)
(X)
(X)
(RECESSED CANS)
(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)
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBD
IVIS
IONS\S
EASO
NS B
ONIT
A
50's\1
0536 L
OT 2
80 1
763 E
R\R
EVIT
\10536 1
763 E
R.r
vt
A-5 ER
ELECTRICAL
17
63
MO
DEL
JWC
JSL
10/10/18
LOT:
28
0
SU
BD
IVIS
ION:
SEAS
ONS B
ONIT
A 4
0's
AD
DRS
: 2
82
76
SEAS
ONS T
IDE A
VE
D.R
.H.
#:
57
92
10
29
3G
CD
JO
B #
10
53
6
1/4" = 1'-0"
ELECTRICAL PLAN "ER"
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
PROVIDE TERMITE TREATMENT
WITH "BORA CARE".
DECO. CEMENT FINISH
PER ASTM C-926
SILL SET IN MORTAR
R=30 FIBERGLASS
BATT INSULATION
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.
OR SHINGLE ROOF PER NOTE 3 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
.
1'-4
"
W
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
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018 D
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ORTO
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ONIT
A
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A-6
SECTIONS
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: 2
82
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SEAS
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IDE A
VE
D.R
.H.
#:
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B #
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53
6
WH
HB
HB
1'-0" 12'-8"
13'-8" 16'-0"
29'-8"
1'-0
"9
'-0
"6
'-0
"1
'-0
"4
'-0
"
10
'-0
"5
8'-0
"1
1'-0
"
79
'-0
"
3'-6" 8'-2" 2'-0"
16'-4 1/2" 3'-11 1/2" 7'-3 1/2" 2'-0 1/2"
21'-9 1/2" 2'-9 1/2" 3'-0" 2'-1"
16
'-2
"4
'-1
0"
18
'-6
"3
9'-6
"
19
'-7
"2
8'-1
0"
10
'-2
"8'-4" 21'-4"
9'-9" 19'-11"
1'-1 1/2" 3'-5" 5 1/2"
1'-0" 4'-0" 6'-0" 1'-4" 16'-0" 1'-4"
11'-0" 18'-8"
29'-8"
79
'-0
"
5'-0
" TUB
DBL
SIN
K
AHU
WASHER
4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #
10/10 W.W.M. REINFORCING OVER 6
MILL VISQUEEN BARRIER ON TERMITE
TREATED MECHANICALLY COMPACTED
FILL @ 95% WITH "BORA CARE"
ELEV. @ 0'-0"
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
SLO
PE
PROVIDE 1/4" WATER
LINE @ REF SPACE
FOR ICE MAKER
RUN ELECTRIC IN
CONDUIT FOR
KITCHEN ISLAND
RECESS SGD 1-1/2" FOR CONCRETE LANAI.
RECESS 2-1/2" FOR PAVER LANAI OR WHERE
IMPACT WINDOWS ARE REQUIRED.
LOWEST POINT OF GARAGE
SHALL BE SET ABOVE BASE
FLOOD ELEVATION PER FEMA
FLOOD MAP PLUS 1'-0"
FREEBOARD PER FBC R322.2.1.
SEE SITE PLAN BY OTHERS.
8F8-1B SET AT GARAGE DOOR HEAD HEIGHT ADD
COURSING AS REQUIRED TO 8X8 BOND BEAM W/
(1) #5 BAR. TOP @ 9'-4" ADD #5 VERT @ 48" O.C.
GROUT ALL SOLID
F3
F3
F3
F3
F3
F3
F3
F6A
F3 W
/ C
URB
P
P
F6A
F3 W
/ CU
RB
16'-0" X 8'-0" O.H.G.D.
6" X 12" RECESS
INDICATES (1) #5 VERTICAL BAR IN
GROUTED CELL, LAP 25" W/ #5
DOWEL OUT OF SLAB W/ 7" HOOK
INTO TOP OF BOND BEAM @ 48"
O.C. MAX
SET A/C PAD ABOVE FLOOD
ELEVATION W/ 1'-0" FREEBOARD
PER FBC R322.2.1INSTALL 1-3/8" THICK SOLID
WOOD DOOR BETWEEN LIVING
AND GARAGE PER FBC R302.5.1
A
A
TIL
E S
HO
WER
RECES
S 3
1/2
"
PAVERS BY
OTHERS
PAVERS BY OTHERS
12" SQAURE MASONRY
COLUMN W/ 4 #5 VERTICAL
(#3 TIES NOT REQUIRED)
AA
F3
F3
SAWCUT SLAB
PER DETAIL 5/S-3
A
F3
12" SQUARE MASONRY COLUMN
W/ 4 #5 VERTICAL (#3 TIES NOT
REQUIRED)
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"
3" CLEAR COVER1 #5
8"
8"
8"X8" CONC. RIBBON
W/ 1 #5 ROD CONT.
1" 3"
8"
8"
PAVERSSAND
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. PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING
TO BOND BEAM.
4. ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY
EXTEND BEYOND FACE OF WALL.
5. FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/
DOOR SUPPLIER.
6. PROVIDE PRESSURE TREATED BUCKS AT WINDOWS/ DOORS PER DETAIL 7/S-3.
SCALE: 1/4" = 1'-0"
TYPELENGTH 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
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBD
IVIS
IONS\S
EASO
NS B
ONIT
A
50's\1
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S-1 ER
FOUNDATION PLAN
17
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: 2
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76
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ONS T
IDE A
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D.R
.H.
#:
57
92
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3G
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JO
B #
10
53
6
1/4" = 1'-0"
FOUNDATION PLAN "ER"
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"
"F6A" STEP DOWN
1/2" = 1'-0"
"P" PAVERS DETAIL
WH
HB
HB
J5
A6
J3
J3
J7
A4
A2
J7
A7
J5
J3
CJ1
2
A3
A1
CJ1
2
J7
J5
J3
A4
J5
A3
J7
B3
B2
B1
J5
CJ1
2A
MG
1
J7A
J3
J7A
J5
J3
V1
V2
EJ9
EJ9
A5
B4
LANAIMASTER SUITE
GREAT ROOM
BATH #2
BEDROOM #2
KITCHEN
GARAGE
LAUNDRY
FOYER
9'-4" FLAT CEILING
MASTER BATH
BEDROOM #3
DINING ROOM
PANTRY
9'-4" FLAT CEILING
9'-4" FLAT CEILING9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING 9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
HIP
RID
GE
VAL
LEY
HIP
RID
GE
22" X 36"
ATTIC ACCESS
8F1
6-1
B/1
T
8F16-1B/1T
8F8-0B
8F8-1B
8F1
6-1
B/1
T
EXTERIOR CEILING PER
SCHEDULE 2/S-3
HIP
HIP
EXTERIOR CEILING PER
SCHEDULE 2/S-3
SET BOTTOM OF 8F8-1B LINTEL
AT GARAGE DOOR HEAD
HEIGHT,ADD COURSING TO TOP
OF WALL @ 9'-4" W/ 8X8 BOND
BEAM W/ (1) #5 GROUT SOLID.
ENTRY9'-4" FLAT
CEILING9'-4" FLAT CEILING
WHERE ROOF SHEATHING CONTACTS ONLY
THE EDGE OF ROOF TRUSSES, INSTALL
BEVELLED BLOCKING PER DETAIL THIS SHEET
(DR HORTON REQUIREMENT)
SEE DETAIL 9/S-3 WHERE
LINTEL AT LANAI /ENTRY
INTERSECTS MAIN WALL,
TYPICAL
#5 CORNER BAR IN
BOND BEAM PER 8/S-3
8"X8" CONTINOUS MASONRY BOND
BEAM AT TOP OF WALL WITH (1) #5
BAR. PROVIDE CORNER BARS PER
8/S-3
#5 VERITCAL @ DOT LOCATION
(48" O.C. MAX) IN GROUTED
CELL W/ 7" HOOK INTO BOND
BEAM
GARAGE SHALL BE SEPARATED FROM THE
RESIDENCE & ATTIC BY NOT LESS THAN 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
SEPARATION IS A FLOOR-CEILING ASSEMBLY THE
STRUCTURE SUPPORTING THE SEPARATION SHALL
ALSO BE PROTECTED BY NOT LESS THAN 1/2"
GYPSUM BOARD OR EQUIVALENT.
(+28.2 -31.5)
(+33.5 -36.3)
(+3
3.5
-3
6.3
)(+
33.5
-3
6.3
)
(+3
3.5
-3
6.3
)(+
33.5
-3
6.3
)
(+3
3.5
-3
6.3
)
(+33.5 -36.3)
(+33.5 -36.3)
(+3
3.5
-3
6.3
)
8F8
-0B
8F8
-0B
8F8
-0B
8F8
-0B
8F8
-0B
8F8
-0B
8F8
-0B
8F8-0B
8F8-0B
(+3
3.5
-3
6.3
)
(+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, RISK CAT II,
ENCLOSED, kd=0.85, H=15'
EMBED HTA16-18 AT ALL
TRUSSES, EXCEPT AS
NOTED AT GIRDERS
8F16-1B/1T
1-HTA20
@ A7
HTA16-18
@ A1
HTA16-18
@ A1HTA16-18
@ A1
ONE GABLE BRACE
PER DETAIL 12/S-3
TRUSS STRAPPING TO MASONRY
MAX TRUSS UPLIFT
@ 24" OC (LBS)CONNECTOR FASTENER
1615
1870
2430 (1 PLY)
2800 (2 PLY)
3170 (2 PLY)
5005
(1) HTA16-18
(1) HTA20
(2)HTA16- 18
(2)HTA16 -18
(2) HTA20
HTT45
10-10dx1/2", EMBED 4"
10-10dx1/2", EMBED 4"
10-10dx1/2", EMBED 4"
10-10dx1/2", EMBED 4"
10-10dx 1/2", EMBED 4"
5/8"ø ATR, EPOXY 12"
INSTALL HTA
16-18 AT ALL
TRUSSES TO
1615 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/L OF WALL.
2. CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS
SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP 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 2/S-4.
4. ' ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR.
INSTRUCTIONS. REV2
TRUSS STRAPPING TO STUDWALL/ WOOD BEAM
MAX TRUSS UPLIFT
@ 24" OC (LBS)CONNECTOR FASTENER
1005
2010
3015
1285
2570
3855
5140
(1)MTW16
(2) MTW16
(3) MTW16
(1) HTW20
(2) HTW20
(3) HTW20
(4) HTW20
12-10dX1~1/2"
12-10dX1~1/2"
12-10dX1~1/2"
24-10dX1~1/2"
24-10dX1~1/2"
24-10dX1~1/2"
24-10dX1~1/2"
INSTALL AT ALL
TRUSSES TO
1005 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 USP STRUCTURAL CONNECTORS. ALL CONNECTORS
SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED
INSTUCTIONS. REV2
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.
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
PLAN NOTES:
1. ROOF TRUSS BEARING ELEVATION VARIES, SEE
LEGEND.
2. ROOF 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 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.
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBD
IVIS
IONS\S
EASO
NS B
ONIT
A
50's\1
0536 L
OT 2
80 1
763 E
R\R
EVIT
\10536 1
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R.r
vt
S-2 ER
ROOF FRAMING PLAN
17
63
MO
DEL
JWC
JSL
10/10/18
LOT:
28
0
SU
BD
IVIS
ION:
SEAS
ONS B
ONIT
A 4
0's
AD
DRS
: 2
82
76
SEAS
ONS T
IDE A
VE
D.R
.H.
#:
57
92
10
29
3G
CD
JO
B #
10
53
6
1/4" = 1'-0"
ROOF FRAMING PLAN "S2" "ER"
BEARING HEIGHT
= BEARING @ 9'-4"
TRUSS BEARING CONDITIONS AND
STRAPPING IS BASED ON TRUSS
LAYOUT PREPARED BY SCOSTA JOB#
44119CANT DATED: 09/14/18
REVISED: NONE
