5"
12"
5"
12"
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"
8'-0
"
TILE OR SHINGLE ROOF
16080 OHGD 35 SH 3080 ENTRY
12" x 96" SIDELITE
35 SH
4" RAISED
BANDING
8" RAISED
BANDING
4" RAISED
BANDING
1'-4" 1'-4"
1'-4"
1'-4"
1'-4" 1'-4"
4" RAISED
BANDING
8" RAISED
BANDING 4" RAISED
BANDING
TOP OF BEAM (ENTRY)ELEV. @ 12'-4"
TOP OF BEAM (ENTRY)ELEV. @ 12'-4"
3" RAISED
BANDING
3" RAISED
BANDING
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 9'-4"
TOP OF BEAMELEV. @ 9'-4"
TILE OR SHINGLE ROOF
2-25 SH35 SH2-35 SH
8'-0
"
DECO TEXTURE FINISH
OVER CONC BLOCK
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
TILE OR SHINGLE ROOF
1'-4"1'-4"
48" x 16"
8'-0
"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEAMELEV. @ 9'-4"
TOP OF BEAMELEV. @ 9'-4"
25 SH 8080 SL GL DR
DECO TEXTURE FINISH
OVER CONC BLOCK 8'-0
"
TILE OR SHINGLE ROOF
1'-4" 1'-4"
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
UBDIV
ISIO
NS\C
APE S
PO
T L
OTS\1
0976 L
OT
25-2
6 B
LK 4
853 1
989 A
L\REVIT
\10976 1
989 A
L.rv
t
A-1 AL
ELEVATION
1989
MO
DEL
JWC
JSL
06/06/19
LOT:
25
-26
BLO
CK:
485
3
SUBD
IVIS
ION:
CAPE C
ORAL
SPO
T L
OT
AD
DRS:
26
00
SW
17
TH P
LAC
E
D.R
.H.
#:
57
86
30
099
GC
D J
OB #
10
976
1/4" = 1'-0"
FRONT ELEVATION "AL"
1/4" = 1'-0"
REAR ELEVATION "AL"
1/4" = 1'-0"
LEFT ELEVATION "AL"
1/4" = 1'-0"
RIGHT ELEVATION "AL"
WH
DW
HB
HB
REF. SPACE
WASHER
5'-0" TUB
DBL
SIN
K
RANG
E
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%.
PROVIDE TERMITE TREATMENT WITH
"BORA CARE"
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"
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
12'-10" 1'-4" 11'-6" 1'-4"
32'-8" 27'-0"
59'-8"
39
'-1
0"
8'-8
"1
'-4
"
49
'-1
0"
1'-2
"8
'-2
"8
"
29'-9" 29'-11"
20
'-8
"2
'-1
1"
2'-1
0 1
/2"
4'-8
1/2
"1
8'-6
"
21'-4" 25'-0" 13'-4"
13'-0" 1'-4" 10'-8"
3'-1 1/2" 4'-8" 2'-10 1/2"
6'-1
0"
1'-4
"6
'-4
"
8'-0
"1
3'-8
"1
0'-8
1/2
"1
7'-3
1/2
"
2'-8" 16'-0" 2'-8"
59'-8"
16
'-7
1/2
"2
'-7
"3
'-3
1/2
"1
7'-4
"1
0'-0
"
2'-2" 4'-0"
3'-3"
5'-10" 12'-5" 32'-0"
49
'-8
"2
"
49
'-1
0"
LOWEST POINT OF GARAGE SHALL BE SET ABOVE
BASE FLOOD ELEVATION PER FEMA FLOOD MAP
RECESS SGD 1-1/2" FOR CONCRETE LANAI.
RECESS 2-1/2" FOR PAVER LANAI OR WHERE
IMPACT WINDOWS ARE REQUIRED
PAVERS BY OTHERS
PAVERS BY OTHERS
6" X 12" RECESS
16'-0" X 8'-0" O.H.G.D.
PROVIDE 1/4" WATER
LINE @ REF SPACE
FOR ICE MAKER
RUN ELECTRIC IN
CONDUIT FOR
KITCHEN ISLAND
TIL
E S
HO
WER
RECES
S 3
1/2
"
SLO
PE
4'-0
"
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
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
UBDIV
ISIO
NS\C
APE S
PO
T L
OTS\1
0976 L
OT
25-2
6 B
LK 4
853 1
989 A
L\REVIT
\10976 1
989 A
L.rv
t
A-2 AL
SLAB & PLUMBING
19
89
MO
DEL
JWC
JSL
06/06/19
LOT:
25
-26
BLO
CK:
485
3
SUBD
IVIS
ION:
CAPE C
ORAL
SPO
T L
OT
AD
DRS:
26
00
SW
17
TH P
LAC
E
D.R
.H.
#:
57
86
30
099
GC
D J
OB #
10
976
1/4" = 1'-0"
SLAB & PLUMBING PLAN "AL"
WH
DW
HB
HB
49
'-8
"
4'-6"8'-10"10'-8"1'-4"4'-3"8'-9"2'-8"16'-0"2'-8"
8'-6 1/2"4'-9 1/2"3'-1"4'-4"3'-3"
1'-4"11'-6"1'-4"12'-10"4'-1"18'-3"10'-4"
1'-4
"8
'-8
"8
'-4
"3
1'-6
"
39
'-1
0"
10
'-0
"
49
'-1
0"
59'-8"
6'-1
0"
7'-8
"7
'-3
1/2
"1
8'-0
1/2
"
6'-8
"1
'-4
"
15'-6"11'-6"
12'-6 1/2"16'-10"9'-3"6'-10"2'-10 1/2"3'-10"7'-6"
7'-2
"3
'-8
"1
'-8
"3
'-8
"
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 9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
12'-4" FLAT CEILING
12'-4" FLAT CEILING
OVERH
EAD C
ABIN
ETS
EGRESS
EG
RESS
EGRESS
EGRESS
2X6 KNEEWALL @
34-1/2" HIGH
HEADER @ 8'-0"
HEAD
ER @
8'-0"
LANAI
DINING
KITCHEN
MASTER SUITE
W.I.C.
W.I.C.
DEN/ STUDY
GARAGE
FOYER
ENTRY
BEDROOM #3
BEDROOM #2
BATH #2
GREAT ROOM
MASTER
BATH
2017
ACCESIBLE
A
B
B
D B
C
23
1
4
22
2
2
2
2
2
2
2
22
2
6
2
6
2
6
6
REF. SPACE
12" SHELF
DRYER WASHER
12" SHELF
12" SHELF
12" SHELF
5'-0" TUB
12" SHELF
12" S
HELF
12" S
HELF
12" S
HELF
12" S
HELF
12" S
HELF
12" S
HELF
4'-4" 16'-4 1/2" 14'-2 1/2" 9'-7" 2'-4" 4'-0" 2'-2" 6'-8"
13
'-0
"2
'-4
"5
'-0
"4
'-0
"2
'-4
"1
3'-2
"
11'-0 1/2" 5'-6 1/2" 4'-2" 4'-10"
13'-11" 6'-10" 11'-11"
4'-3
1/2
"6
'-9
"4
'-8
"2
'-4
"1
3'-7
1/2
"
20
'-8
"2
'-1
1 1
/2"
5'-8
"3
'-1
0 1
/2"
16
'-6
"
32'-8" 27'-0"
59'-8"
LINEN
PANTRY
LINEN
OVERHEAD CABINETS
TIL
E S
HO
WER
RECES
S 3
1/2
"
22" X 36"
ATTIC ACCESS
MIR.
MIR
.
SEE NOTE 10
MIN. R-13 OR
BETTER INSULATION
SEE NOTE 9
SAFTEY G
LAZED
E
4'-6"
21
'-0
"2
8'-8
"
4'-1
0 1
/2"
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
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.
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
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"
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
Z:\M
ASTER\2
018 B
UIL
DERS\2
018 D
R H
ORTO
N\S
UBDIV
ISIO
NS\C
APE S
PO
T L
OTS\1
0976 L
OT
25-2
6 B
LK 4
853 1
989 A
L\REVIT
\10976 1
989 A
L.rv
t
A-3 AL
FLOOR
19
89
MO
DEL
JWC
JSL
06/06/19
LOT:
25
-26
BLO
CK:
485
3
SUBD
IVIS
ION:
CAPE C
ORAL
SPO
T L
OT
AD
DRS:
26
00
SW
17
TH P
LAC
E
D.R
.H.
#:
57
86
30
099
GC
D J
OB #
10
976
1/4" = 1'-0"
FLOOR PLAN "AL"
DOOR SCHEDULEMARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS QTY
1 16080 OHGD 8'-0" 16'-0" 1
2 3080 ENTRY 8'-0" 3'-0" 1
3 12" SIDE LITE 8'-0" 1'-0" 1
4 2-4080 SL. GL. DR. 8'-0" 8'-0" 1
WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER WIDTH HEIGHT COMMENTS QTY
A 25 SH 3'-1" 5'-3" 1
B 35 SH 4'-6" 5'-3" 3
C 2-35 SH 9'-0" 5'-3" 1
D 2-25 SH 6'-4" 5'-3" 1
E 48" X 16" FIXED GLASS 4'-2" 1'-6" 1
SQUARE FOOTAGE
ENTRY AREA 82 SF
LANAI AREA 270 SF
GARAGE AREA 443 SF
LIVING AREA 1987 SF
TOTAL AREA 2780 SF
OPT IMPACT GLASS MAY BE INSTALLED IN
LIEU OF SHUTTERS VERIFY W/ CONTRACT
WH
DW
HB
HB
9'-4" FLAT CEILING
12'-4" FLAT CEILING
12'-4" FLAT CEILING
LANAI
DINING
KITCHEN
MASTER SUITE
W.I.C.
W.I.C.
DEN/ STUDYGARAGEFOYER
ENTRY
BEDROOM #3
BEDROOM #2
BATH #2
GREAT ROOM
MASTER
BATH
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
RIDGE
RID
GE
RID
GE
RID
GE
VAL
LEY
VALLEY
VALLEY
VAL
LEY
TIL
E S
HO
WER
RECES
S 3
1/2
"
9'-4" FLAT CEILING
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
22" X 36"
ATTIC ACCESS
BEARING HEIGHT= BEARING @ 9'-4"
= BEARING @ 12'-4"
MODEL 1989 A: ATTIC VENTILATION FBCR R806
SOFFIT ONLY (1/150) WITH ROOF VENTS (1/300)
AREAS (SQ. FT.) ATTIC VENTILATION REQUIRED ATTIC VENTILATION REQUIRED
MARK SOFFIT
2000.0 SQ. FT.
ATTIC AREA/150
7.57% -.-- 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)
13.33%
"SOFFIT ONLY" QUALIFIES
SOFFIT MODEL
ACM QUAD 4, FULL VENT,
NARROW PATTERN,
8.15% FREE AIR FLOW
ATTIC
176.0 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
UBDIV
ISIO
NS\C
APE S
PO
T L
OTS\1
0976 L
OT
25-2
6 B
LK 4
853 1
989 A
L\REVIT
\10976 1
989 A
L.rv
t
A-4 AL
ROOF
19
89
MO
DEL
JWC
JSL
06/06/19
LOT:
25
-26
BLO
CK:
485
3
SUBD
IVIS
ION:
CAPE C
ORAL
SPO
T L
OT
AD
DRS:
26
00
SW
17
TH P
LAC
E
D.R
.H.
#:
57
86
30
099
GC
D J
OB #
10
976
1/4" = 1'-0"
ROOF PLAN "AL"
WH
DW
HB
HB
GFI/W
P
GFI/W
P
GFI/WP
33
TV
TV
TV
TV
TV
T
T
3
3334
33
P
P
3
DB
ATTIC
LIGHTGFI
STUB OUT FOR
GARAGE DOOR
OPENER
EXH. FAN
EXH. FAN
W/ LIGHT
EXH. FAN
SD
SD
SD
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.)
D
D
D
D
KEYLESS
A/C DISCONNECT
ELECTRIC METER
200 AMP PANEL
A/C DISCONNECT
A
A
A
A
A
VP
AA
A
A
HH
VP
GFI
GFI
GFI GFI
GFI
GFI
GFI
GFI
GFI
GFI
D
OPT.
OPT.
OPT.OPT.
D
D
D
A
A
D
D
A
A
A
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
SCD
T
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.
ELECTRICAL PLAN 1989
200 AMP SERVICE
TAG
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
QUANTITY PRODUCT
(12)
(2)
(3)
(12)
(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
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A-5 AL
ELECTRICAL
19
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099
GC
D J
OB #
10
976
1/4" = 1'-0"
ELECTRICAL PLAN "AL"
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
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
.D
W
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
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A-6
SECTIONS
19
89
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25
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485
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SUBD
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26
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#:
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86
30
099
GC
D J
OB #
10
976
WH
DW
HB
HB
REF. SPACE
WASHER
5'-0" TUB
DBL
SIN
K
RANG
E
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%.
PROVIDE TERMITE TREATMENT WITH
"BORA CARE"
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"
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
12'-10" 1'-4" 11'-6" 1'-4"
32'-8" 27'-0"
59'-8"
39
'-1
0"
8'-8
"1
'-4
"
49
'-1
0"
1'-2
"8
'-2
"8
"
29'-9" 29'-11"
20
'-8
"2
'-1
1"
2'-1
0 1
/2"
4'-8
1/2
"1
8'-6
"21'-4" 25'-0" 13'-4"
13'-0" 1'-4" 10'-8"
3'-1 1/2" 4'-8" 2'-10 1/2"
6'-1
0"
1'-4
"6
'-4
"
8'-0
"1
3'-8
"1
0'-8
1/2
"1
7'-3
1/2
"
2'-8" 16'-0" 2'-8"
59'-8"
16
'-7
1/2
"2
'-7
"3
'-3
1/2
"1
7'-4
"
2'-2" 4'-0"
3'-3"
5'-10" 12'-5" 32'-0"
49
'-1
0"
LOWEST POINT OF GARAGE SHALL BE SET ABOVE
BASE FLOOD ELEVATION PER FEMA FLOOD MAP
RECESS SGD 1-1/2" FOR CONCRETE LANAI.
RECESS 2-1/2" FOR PAVER LANAI OR WHERE
IMPACT WINDOWS ARE REQUIRED
PAVERS BY OTHERS
PAVERS BY OTHERS
6" X 12" RECESS
16'-0" X 8'-0" O.H.G.D.
PROVIDE 1/4" WATER
LINE @ REF SPACE
FOR ICE MAKER
RUN ELECTRIC IN
CONDUIT FOR
KITCHEN ISLAND
F6A
F3
F3 W
/ CU
RB
F3 W
/ CU
RB
F6A
F6A
F3
F3
F3
F3
F3
F3
F3
F3
P P
P
P
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
NOTE: INSTALL 1-3/8" THICK
SOLID WOOD DOOR BETWEEN
LIVING & GARAGE PER R302.5.1
A A
A
A A
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
TIL
E S
HO
WER
RECES
S 3
1/2
"
SET A/C PAD ABOVE
FLOOD W/ 1'-0"
FREEBOARD PER
FBCR R322.2.1
F3
F3
7'-0"
A
A
A
7'-0"
PROVIDE SAW CUTS
IN SLAB PER 5/S-3
7'-1
0"
BA
SET W/H ABOVE FLOOD W/ 1'-0"
FREEBOARD PER FBCR R322.2.1
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
"
(2) #5 RODS CONT. W/
3" CLEAR COVER
1'-0
"
1'-4"
3" CLEAR COVER2 #5
8"
1'-4"
3" CLEAR COVER
(1)- #5
8"
8"
8"X8" CONC. RIBBON
W/ 1 #5 ROD CONT.
1" 3"
8"
8"
PAVERSMORTAR
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
TYPELENGTH 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
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S-1 AL
FOUNDATION PLAN
19
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25
-26
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485
3
SUBD
IVIS
ION:
CAPE C
ORAL
SPO
T L
OT
AD
DRS:
26
00
SW
17
TH P
LAC
E
D.R
.H.
#:
57
86
30
099
GC
D J
OB #
10
976
1/4" = 1'-0"
FOUNDATION PLAN "AL"
1/2" = 1'-0"
"F3" FOOTING
1/2" = 1'-0"
"F3" WITH CURB
1/2" = 1'-0"
"F5" FOOTING
1/2" = 1'-0"
"F6" STEP DOWN
1/2" = 1'-0"
"F6A" STEP DOWN
1/2" = 1'-0"
"P" PAVERS DETAIL
PROVIDE CORNER BARS
IN FOOTING PER 6/S-3
WH
DW
HB
HB
A17
J6
J6
A6
J6
A12
A3
J2
A15
A18
J2
A10
CJ1
2
J2
A5
A13
A2
J4
CJ1
2
A16
A19
J4
A9
A7
J4
A4
A14
A1
J6
J2
J4
B2
J2
J2
CJ1
2
J6
B1
J4
J4
CJ1
2
J6
J2
J6
J6
J4
J2
J4
J4
CJ9
C2
J2
J2
C1
J4
CJ9
J4
J2
J2
J4
V7
V8
V9
V1
V2
V5
V1
V4
V6
V3
M1
EJ8
EJ8
EJ8
A11
EJ6
A8
J2
J2
J2
J4
J4
CJ9
D1
D2
J4A J4
J2
CJ9
EJ6
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT CEILING
9'-4" FLAT
CEILING
9'-4" FLAT CEILING9'-4" FLAT CEILING
9'-4" FLAT CEILING9'-4" FLAT CEILING
12'-4" FLAT CEILING
12'-4" FLAT CEILING
LANAI
DINING
KITCHEN
MASTER SUITE
W.I.C.
W.I.C.
FLEX ROOM2 CAR GARAGE
FOYER
ENTRY
BEDROOM #3
BEDROOM #2
BATH #2
GREAT ROOM
MASTER
BATH
8F8-0B 8F8-0B
8F8-0B
8F8-0B
8F8
-0B
8F8
-0B
8F1
6-1
B/1
T
8F16-1B/1T8F16-1B/1T
8F8-1B
8F8-1B/1T
8F8-0B
22" X 36"
ATTIC ACCES
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
EXTERIOR CEILING
PER SCHEDULE 2/S-3
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
RIDGE
RID
GE
RID
GE
RID
GE
VAL
LEY V
ALLEY
VAL
LEY
VALLEY
9'-4" FLAT CEILING
9'-4" FLAT CEILING
SEE DETAIL 9/S-3 WHERE LINTEL
AT LANAI/ENTRY INTERSECTS MAIN
WALL,TYPICAL
(+33.5 -44.8) (+33.5 -36.3)
(+33.5 -36.3)
(+3
3.5
-3
6.3
)
(+3
3.5
-3
6.3
)
(+3
3.5
-3
6.3
)8
F8
-OB
8F8-0B
(+33.5 -36.3)(+33.5 -36.3)
(+33.5 -36.3)
(+33.5 -36.3)(+28.2 -31.5)
WHERE ROOF SHEATHING CONTACTS
ONLY THE EDGE OF ROOF TRUSSES.
INSTALL BEVELLED BLOCKING PER
DETAIL THIS SHEET ( DR HORTON
REQUIRMENT )
A/H(+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 CATT II,
ENCLOSED, kd=0.85,H=15')
#5 VERTICAL @ DOT
LOCATION (48" O.C. MAX)
IN GROUTED CELL W/ 7"
HOOK INTO BOND BEAM
EMBED HTA16-18 AT ALL
TRUSSES, EXCEPT AS NOTED AT
GIRDERS
8X8 CONTINOUS MASONRY
BOND BEAM AT TOP OF WALL
WITH (1) #5 BAR, PROVIDE
CORNER BARS PER 8/S-3
8F8-1B
1-HTA16-18 @
A19
#5 CORNER BAR IN BOND BEAM
PER 8/S-3
1-HTT45 @ A1 W/ 5/8" Ø
ALLTHREAD, DRILL & EPOXY 12"
EMBED
1-HTA16-18 TYPICAL AT
EACH TRUSS
1-HTA20 THIS
SIDE OF C2
2-HTA16-18 @
B2
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.
1-HTT45 @ B2 W/ 5/8"
Ø ALLTHREAD, DRILL &
EPOXY 12" EMBED
1-HTA16-18 @
C2
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.
LINTELS BEAR 4" MIN. EACH END
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, 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.
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
BEARING HEIGHT
= BEARING @ 9'-4"
= BEARING @ 12'-4"
TRUSS BEARING CONDITIONS AND
STRAPPING IS BASED ON TRUSS LAYOUT
PREPARED BY SCOSTA JOB# 44113
DATED: 08/06/18 REVISED: 11/15/18
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
UBDIV
ISIO
NS\C
APE S
PO
T L
OTS\1
0976 L
OT
25-2
6 B
LK 4
853 1
989 A
L\REVIT
\10976 1
989 A
L.rv
t
S-2 AL
ROOF FRAMING PLAN
19
89
MO
DEL
JWC
JSL
06/06/19
LOT:
25
-26
BLO
CK:
485
3
SUBD
IVIS
ION:
CAPE C
ORAL
SPO
T L
OT
AD
DRS:
26
00
SW
17
TH P
LAC
E
D.R
.H.
#:
57
86
30
099
GC
D J
OB #
10
976
1/4" = 1'-0"
ROOF FRAMING PLAN "AL"
”
”
” ”
”
”