FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
6
12
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"
TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"
6
12
6
12
1/2 35 SH 1/2 35 SH 18"X24" F.G.TEMP.
2-1/2 36 SHw/ 12" F.G. ABV.
2-3080ENTRY DOOR
26 SH
E3
D2D1
D2
D2
D2
D1
TYP.
1'-4"
2'-0
"
TILE OR SHINGLE ROOF
TOP OF BOND BEAM (ENTRY)ELEV. @ 16'-0"
HEEL IN TRUSS TO 18'-2 3/4"
8'-0" REFERENCEELEV. @ 8'-0"
8'-0" REFERENCEELEV. @ 8'-0"
2'-0
"
8'-0
"
ELECTRIC METER
FYPON 16X24
26 SH 26 SH
5'-11" 4'-0" 3'-9"
2-1/2 36 SHw/ 12" F.G. ABV.
RAISED BAND SAND FINISH
4" RAISED BAND SAND FINISH
1'-4"
1'-4"1'-4"
1'-4"
DECOR TEXTURE BAND
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
6
12
6
12
6
12
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"
TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"
26 SH 26 SH MITERED GLASS
3-4080 PKT. SL. GL. DR.
2880 6'-0"X5'-0" FIXED GLASS
8'-0
"
TILE OR SHINGLE ROOF
8'-0" REFERENCEELEV. @ 8'-0"
8'-0" REFERENCEELEV. @ 8'-0"
HEEL IN TRUSS TO ROOF PLANE
DECO TEXTURE FINISH OVER CONC. BLK
ELECTRIC METER
1'-4"
TOP OF WALL 43"
1'-4"
FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6
2X6 MIN. SUB FASCIA
1'-4"
CANTILEVER
6
12
SOFFIT DETAIL SCALE: 3/4"=1'-0"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"
TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"
8080 PKT SL. GL. DR. 16080 OHGD 8080 OHGD2880 MITERED GLASS
6
12
6
12
6
12
TILE OR SHINGLE ROOF
DECO. TEXTUREFINISH ON CONC.BLOCK
CANTILEVERTRUSS
CANTILEVERTRUSS
TOP OF BOND BEAM (ENTRY)ELEV. @ 16'-0"
TOP OF BOND BEAM (ENTRY)ELEV. @ 16'-0"
25 SH. 25 SH. 25 SH.
8'-0" REFERENCEELEV. @ 8'-0"
A/C DISCONNECT
8'-0
"
1'-4"
RAISED BAND SAND FINISH
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"
TOP OF BOND BEAM (LANAI)ELEV. @ 12'-0"
6
12
6
12
6
12
3080 24 SH 26 SH 1/2 35 SH 1/2 35 SH26 SH
TILE OR SHINGLE ROOF
DECO. TEXTUREFINISH ON CONC.BLOCK
CANTILEVERTRUSS
CANTILEVERTRUSS
8'-0" REFERENCEELEV. @ 8'-0"
8'-0" REFERENCEELEV. @ 8'-0"ELECTRIC METER
A/C DISCONNECT
HEEL IN TRUSS TO ROOF PLANE
1'-4"
1'-4"
ALLOW 2" FOR HURRICAN SHUTTERATTACHMENT2"
TYPICAL WINDOW BANDING DETAIL
6"
8"
4"
6"
A1
A2
8"
8"
10"
1'-0
"
3 1/2"
6"
6"
3 1/2"
4"
2"
4 1/2"
8"
3"
/
6"
.
2 1/2"
6"
.
3 1
/2"
1 1/2"
6"
8"
3"
10
"
10" 1 1/4"
1 1
/2"
A3
A4
D5
D2
D1
C3
C2
C1
2.74"
B1
B3
B5
B6
B7
1.59"
1 1/2"
BANDING DETAILS
6"
D4
E1
2 1/2"
1'-1
"
E2
2 1/2"
2'-3
"
E3
2 1/2"
10
"
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
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1-M
ASTER 2
019\2
019-B
UIL
DERS\D
R H
ORTO
N 2
019\M
OD
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\3692 E
STAND
ARD
\REVIT
\3692 E
.rvt
A-1 E
ELEVATION
3692 E
Pro
ject
Nam
e
JSL
11/17/19
AD
DRS:
Ent
er
addre
ss h
ere
Pro
ject
Num
ber
3/16" = 1'-0"
FRONT ELEVATION
3/16" = 1'-0"
REAR ELEVATION
3/16" = 1'-0"
LEFT SIDE ELEVATION
3/16" = 1'-0"
RIGHT SIDE ELEVATION
WH
HB
HB
HB
HB
ELEV. @ 0'-0"
4" SLAB W/ 2,500 PSI CONC.W/ 6X6 #10/10 W.W.M. REINFORCINGOVER 6 MILL VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.PROVIDE TERMITE WITH "BORA CARE".
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
TIL
E S
HO
WER
RECES
S 3
-1/2
"
RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR IMPACT WINDOWS.
18'-0" X 8'-0" O.H. GARAGE DR.
PROVIDE 1/4" WATER LINE @ REF. SPACEFOR ICE MAKER
RUN CONDUIT FOR ELECTRIC AT ISLAND
TIL
E S
HO
WER
RECES
S 3
-1/2
"
TIL
E S
HO
WER
RECES
S 3
-1/2
"
8'-0" X 8'-0" O.H. GARAGE DR.
ELEV. @ 0'-(-4")
RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" IMPACT WINDOWS.
PAVERS BY OTHERS
PAVERS BY OTHERS
2" SLO
PE
6" X 12" RECESS 6" X 12" RECESS
METER VERIFY LOC.
SET A/C PAD ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.
PAVERS BY OTHERS
18'-9" 5'-9" 3'-6 1/2" 5'-8 1/2" 14'-0" 3'-4" 1'-6" 3'-4" 18'-10" 5'-1" 31'-6"
6'-1
"
2'-3
"3
'-1
0"
10
'-3
"4
'-0
"3
'-4
"6
'-4
"1
'-0
"
6'-4
"1
7'-4
1/2
"
8'-1
0"
4'-4
"9
'-1
0"
23
'-0
"
23
'-0
"
70
'-0
"
6'-0" 18'-0" 2'-0" 8'-0" 3'-0"
9'-0
"9
'-1
"7
'-7
"3
'-0
"7
'-8
"3
'-0
"7
'-8
"2
3'-0
"
10
"6
'-0
"1
0"
3'-0"
3'-4"
8'-6
"
70
'-0
"
31
'-0
"3
9'-0
"
15'-8" 1'-0" 6'-4" 4'-0" - -
3'-0" 8" 4'-3" 7'-10" 7'-3"
23'-0"
20
'-0
"1
'-0
"1
8'-0
"
111'-4"
1'-0"
1'-0" 9'-0"
5'-4
"1
0'-4
"2
'-0
"2
'-8
"5
'-6
"1
2'-0
"4
'-6
" 37'-0"
38'-8" 2'-6" 4'-10" 1'-8"
29'-7" 8'-2" 4'-7" 4'-0"
SINK & DISP
RANGE
16
'-4
"1
4'-8
"
1'-9"
111'-4"
WOOD POST SEE S-1
1'-0
"1
3'-8
"1
6'-4
"
23'-0" 10'-0" 46'-4" 32'-0"
1'-0" 7'-8" 1'-4"
4'-10"
W
3'-4" 2'-8"
LOWEST POINT OF HOUSE SLAB SHALL BE SET ABOVE BASE FLOOD MAP.
SET A/C PAD ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.
SET W/H ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.
STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
43" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD
MIN
.
1'-7
"
FINISH
15" MIN.
10
'-0
"
FRONT ELEVATION
MAX.
3'-0"
MIN
.
1'-7
"
MIN
.
6'-8
"
SLOPED CEILING
SIDE ELEVATION
21" MIN.
TO FIXTURES,WALLS OR DOORS
MIN.
1'-0"
10
'-0
"VARIE
S
2'-7
"4
"
MIRROR
FAUCET
SIDE ELEVATION
OR DOORS
21" MIN. TOFIXTURES, WALLS "21
VARIE
S
VARIE
S
29
1/2
" M
IN.
4"
10
'-0
"
KICK PLATE
MIRROR
VARIES
VARIES
FAUCET
FRONT ELEVATION
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 2
019\M
OD
ELS
\3692 E
STAND
ARD
\REVIT
\3692 E
.rvt
A-2 E
SLAB-PLUMBING
36
92
E
Pro
ject
Nam
e
JSL
11/17/19
AD
DRS:
Ent
er
addre
ss h
ere
Pro
ject
Num
ber
3/16" = 1'-0"
SLAB & PLUMBING PLAN
WATER CLOSET CLEARANCE DETAIL
VANITY SINK CLEARANCE DETAIL
WD
WH
HB
HB
HB
HB
MASTER SUITE
BEDROOM #2 BEDROOM #33 CAR GARAGE
DINING ROOM
GREAT ROOM
KITCHEN
UTILITY
LANAI
ENTRY
CAFE
BONUS ROOMW.I.C.
W.I.C.
W.I.C.
BATH #2
TIL
E S
HO
WER
RECES
S 3
-1/2
"
TIL
E S
HO
WER
RECES
S 3
-1/2
"
TIL
E S
HO
WER
RECES
S 3
-1/2
" 5
'-0" TUB
VINYL SHELVINGVINYL SHLV
VIN
YL
SHELV
ING
VIN
YL
SHLV
VINYL SHELVING
VINYL SHELVING
VIN
YL
SHELV
ING
VIN
YL
SHELV
ING
VIN
YL
SHELV
ING
VIN
YL
SHELV
ING
SEAT
MIRROR
MIRROR
MIR
MIR
1
12
4
1
3
2
5 6
CD
AD
A
D
D
E
A
A
F
F
I
RANGE
DBL SINK
DW
OVERHEAD CABINETS OVERHEAD CABINETS
OVERH
EAD
CABS
VIN
YL
SHELV
ING
13'-0" COFFERED CEILING
STUDY13'-0" COFFERED CEILING
11'-0" COFFERED CEILING
13'-0" COFFERED CEILING
11'-0" COFFERED CEILING
11'-0" COFFERED CEILING
MASTER BATH
FOYER13'-0 COFFERED CEILING
13'-0 COFFERED CEILING
PANTRY
10'-0" FLAT CEILING 10'-0" FLAT CEILING
10'-0" FLAT CEILING10'-0" FLAT CEILING
12'-0" FLAT CEILING
21'-6" 14'-2 1/2" 16'-1" 8'-3" 12'-11" 12'-2 1/2" 26'-2"
0"
2'-6
"1
1'-4
"2
'-6
"1
3'-8
"1
'-0
"
31
'-0
"3
9'-0
"
1'-0
"1
9'-0
"1
'-0
"1
8'-0
"
1'-0" 14'-8" 1'-0" 6'-4" 10'-0"
3'-4
"7
'-4
"4
'-0
"
5'-4
"8
'-2
"2
'-2
"2
'-0
"2
'-8
"5
'-6
"1
2'-0
"4
'-6
"
23'-0" 1'-0" 9'-0" 1'-9" 8'-10" 30'-1 1/2" 5'-7 1/2"
1'-4"
-
3'-6
1/2
"4
'-2
"1
'-3
1/2
"3'-6
"4
'-1
"1
'-6
"7
'-7
"3
'-0
"1
0"
6'-0
"1
0"
3'-0
"7
'-8
"
7'-7
"7
'-8
"1
3'-8
"1
8'-1
"
47
'-0
"2
3'-0
"
70
'-0
"
70
'-0
"
6'-0" 18'-0" 2'-0" 8'-0" 3'-0"
3'-4"
7'-1
1 1
/2"
8"
4'-0
1/2
"8
"7
'-7
1/2
"2
5'-4
"1
0'-1
0 1
/2"
6'-5
1/2
"6
'-4
1/2
"
16'-1" 7'-5" 5'-4" 3'-6" 8'-6" 5'-2"
18'-9" 5'-9" 3'-6 1/2"2'-11 1/2" 3'-2" 13'-3" 6'-6" 4'-0" 13'-11" 7'-6" 32'-0"
10
'-2
"1
2'-1
0"
23
'-0
"
1'-6" 20'-0" 1'-0" 5'-0" 13'-10"
10'-2"
1'-8"
3'-0"
12'-0" FLAT CEILINGMITERED GLASSWINDOW SILL AT2'-8" A.F.F. HEAD AT9'-4" OR 9'-0" FIELD VERIFY
GALLERY12'-0" FLAT CEILING
3
3
2
2
2
3
2
2
2
2
2
1P.K.
5 5
3 3
2
4
NOTE: INSTALL 1-3/8" THICKSOLID WOOD DOOR BETWEENLIVING AND GARAGE PERR302.5.1.
NOTE: THE GARAGE SHALLBE SEPARATED FROM THE RESIDENCE AND ITS ATTICAREA BY NOT LESS THEN 1/2"GYPSUM BOARD APPLIED TOTHE GARAGE SIDE
22" X 54"ATTIC ACCESS
MIN. R-13 INSULATION
SAFETY G
LAZED
A/HUNIT
SAFETY G
LAZED
LINEN
VERIFY LOCATION WITHSITE PLAN, A/C NOT TOENCROACH EASEMENT
VERIFY LOCATION WITHSITE PLAN, A/C NOT TOENCROACH EASEMENT
SAFETY GLAZED
EGRESSEGRESS
SAFETY GLAZED SAFETY GLAZED
12"X12"MASONRYCOLUMNS
STUB OUT FOR OPTIONAL OUTDOOR KITCHEN
33'-0" 46'-4" 32'-0"
8'-8
"4
'-2
"
9'-6
"5
'-0
"1
'-1
0"
11'-7"
20
'-0
"8
'-9
"6
'-0
"
2'-9"
3'-6
"
16'-0" FLAT CEILING
12'-0" FLAT CEILING
12'-0" FLAT CEILING
12'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
12'-0" FLAT CEILING
10'-0" FLAT CEILING
13'-0" COFFERED CEILING
LANAI
111'-4"
BATH #3
B BB
G
-2'-8"
3'-1" 8" 4'-1" 8'-0" 4'-0" 2'-8" 6"
2017 ACCESSIBLE
6" WALL
6" W
ALL
6" WALL
6" W
ALL
6" W
ALL
REF SPACE
3'-4"
ESC
APE
4'-8
"6
'-2
"2
'-7
"
LINEN
NICHE
NICHE
POST
SAFETY GLAZED
14'-9 1/2"
43" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD
5'-1
"4
'-1
0"
4'-1
0"
8'-3
"
I
I
H
H
H
H
I
D
D
D
12
'-1
0"
4'-5
"1
5'-3
3/8
"9
'-2
5/8
"1
3'-1
"8
'-4
"6
'-1
0"
2'-0
"
2'-0"
2'-0
"
2'-0"
2'-0"
2'-0
"
2'-4"
PRIVACY WALL
PRIVACY WALL
2
6" WALL
BOX OUT BEAMS SAME THICKNESS AS COLUMNS ALL THE WAY ACROSS REAR
WOOD BOX 8" DEEP UP OVER SLIDER
WOOD BOX 8" DEEP UP OVER SLIDER
DRYWALL BOX BEAMS 12" X 8" DEEP
CROWN M&M 41M
2'-4"2'-0
"2
'-0
"
12X1
2 S
OFFIT
10" MAX FROM TUB DECK EDGE TO TUB DECK
MIRRO
R
PLAN NOTES
1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXITPER 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 SHALLNOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEADGARAGE 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" SAGRESISTANT PER SEC. 702.3.5
8) THE GARAGE SHALL BE SEPARATED FROM THERESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUMBOARD APPLIED TO THE GARAGE SIDE. GARAGESBENEATH HABITABLE ROOMS SHALL BE SEPARATEDWITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARDOR EQUIVALENT. WHERE THE SEPARATIION IS AFLOOR - CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARTION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSOM BOARDOR EQUIVALENT
9) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEENLIVING AND GARAGE PER FLORIDA BUILDING CODER302.5.1.
10) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUSTCOMPLY WITH R312.2.1 MIN 24" SILL HEIGHT ORPROVIDED WITH AN APPROVED WINDOW FALL PRVENTION DEVICE
11) STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE,WATER HEATER, AND DRYER. VERIFY WITHCONTRACTOR AND SUBDIV. SPECS. A SEPERATEPERMIT 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 BASE FLOOD PLUS 1'-0" FREEBOARD.
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
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'-11"
SQUARE FOOTAGELIVING AREA
GARAGE AREA
LANAI AREA
ENTRY AREA
3,697
726
755
46
TOTAL SQUARE FOOTAGE 5,224
2'-6"
1'-8
"
4'-0
"
MIN.
3'-2"
TOWEL BAR
TOILET PAPER ROLL
MIN.
4".
MIN.
4".
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
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
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 2
019\M
OD
ELS
\3692 E
STAND
ARD
\REVIT
\3692 E
.rvt
A-3 E
FLOOR
36
92
E
Pro
ject
Nam
e
JSL
11/17/19
AD
DRS:
Ent
er
addre
ss h
ere
Pro
ject
Num
ber
3/16" = 1'-0"
FLOOR PLAN
DOOR SCHEDULEMARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT
1 2880 ENTRY 8'-0" 2'-8" 2
2 3080 ENTRY 8'-0" 3'-0" 1
3 2-3080 FR. DOORS 8'-0" 6'-0" 1
4 (3)-4080 PKT SL. GL. DR. 8'-0" 12'-0" 1
5 18080 O.H.G.D 8'-0" 18'-0" 1
6 8080 O.H.G.D. 8'-0" 8'-0" 1
TOTAL: 7
WINDOW SCHEDULE MARK DESCRIPTION MANUFACTURER HEIGHT WIDTH COMMENTS COUNT
A 1/2 35 SH 5'-3" 2'-2" 4
B 25 SH 5'-0" 3'-1" 3
C 24 SH 4'-0" 3'-1" 1
D 26 SH 6'-0" 3'-1" 7
E 60"X72" FIXED GLASS 5'-0" 6'-0" 1
F 24"X24" FIXED GLASS 2'-0" 2'-0" 2
G MITERED GLASS 5'-4" 3'-0" 1
H 12"X27" FIXED GLASS 1'-0" 2'-2" 4
I 1/2 36 SH 6'-0" 2'-2" 4
TOTAL: 271" = 1'-0"DIMENSION SCHEDULE
VENT THRU ROOF SURFACE OR WALL
WH
HB
HB
HB
HB
MASTER SUITE
BEDROOM #2BEDROOM #3
3 CAR GARAGE
DINING ROOM
GREAT ROOM
KITCHEN
LAUNDRY
LANAI
ENTRY
CAFE
BONUS ROOMW.I.C.
W.I.C.
W.I.C.
BATH #2
13'-0" COFFERED CEILING
STUDY13'-0" COFFERED CEILING
11'-0" COFFERED CEILING
13'-0" COFFERED CEILING
11'-0" COFFERED CEILING
11'-0" COFFERED CEILING
MASTER BATH
FOYER13'-0"COFFERED CEILING
13'-0" COFFERED CEILING
PANTRY
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
12'-0" FLAT CEILINGRIDGE
RIDGE
RIDGE
RIDGE
RIDGE
RID
GE
RID
GE
HIP HIP
HIP HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
VALL
EY
VALL
EY
VALL
EY
VALLEY
VALLEY
12'-0" FLAT CEILING
12'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
11"
11"
1'-0"
2'-0"
2'-4"
2'-4"
2'-0" 2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
13'-0" COFFERED CEILING
12'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
12'-0" FLAT CEILING
LANAI
ATTIC ACCESS
ATTIC ACCESS
12'-0" FLAT CEILING
12'-0" FLAT CEILING
12'-0" FLAT CEILING
10'-0" FLAT CEILING 10'-0" FLAT CEILING
10'-0" FLAT CEILING
16'-0" FLAT CEILING
12'-0" FLAT CEILING
12'-0" FLAT CEILING
9'-0" FLAT CEILING
BATH #3
FEILD FRAME CRICKETVALLEY
HIP
HIP
HIP
HIP
RIDGE
HIP
RID
GE
HIP
VALLEY
VALL
EY
HIP
2'-0
"
2'-0
"
BEARING HEIGHT
= BEARING @ 10'-0"
= BEARING @ 12'-0"
= BEARING @ 16'-0"
= INTERIOR BEARING
@ 12'-6"
= INTERIOR BEARING
@ 12'-1 1/2"
= INTERIOR BEARING
@ 12'-0"
ATTIC VENTILATIONVERIFY VENTING REQUIREMENTSWITH 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
5446 SQ. FT.
SOFFIT VENTS
36.3 SQ. FT.
MIN AIR FLOW
OF SOFFIT
---- %
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
6"
6" 2'-0" 3'-4"
2'-0" 5'-0" 2'-0"
6"
2'-0"
3'-4"
A/H
A/H
AIR HANDLER DETAIL
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
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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Num
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3/16" = 1'-0"
CEILING PLAN
WD
WH
HB
HB
HB
HB
P
P
P
3
3
33
33
3
33
3
33
3
3
3
33
3
3333
3
P
PPP
3
TV
TV
TV
T
T
3
TV
TV TV
TV
33
3
3 3
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 DETECTORTO 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-3.04.72SD (SMOKE DETECTOR)SCD (CARBON MONOXIDE/ SMOKEDETECTOR)
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.
300 AMP ELECTRICAL RISER DIAGRAM
150 AMP
PANEL
150 AMP
PANELM
(2) 2/0 AL & (1) 1/0 AL
OR CU EQUIVALENT
#6 CU MIN. TO (2) GROUND RODS,
AT LEAST 6FT APART.
POWER CO.
ELECTRICAL PLAN 3692 "E"
200 AMP SERVICE
TAGABCDEFGHIJKLMNOPQ
QUANTITY PRODUCT(42)(4)(3)(X)(5)(X)(X)(4)(X)(X)
(X)(7)(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)
GFI
GFI
GFI
SD
SD
SD
SD
VP
EXH.FAN
STUB OUT FOR GARAGE DOOR OPENER
ELECTRIC METER
200 AMP PANELEXH.FAN
GFI @42" A.F.F.
WP GFI
WP GFIDB
STUB OUT FOR GARAGE DOOR OPENER
SD
GFIGFI
GFI
VP
WP GFI
WP GFI
WP GFI
WP GFI
WP GFI
GFI @42" A.F.F.
GFI @42" A.F.F.
GFI @42" A.F.F.
TO POOL LIGHTS
TO OPTFLOOD LIGHTAT REAR
PRE-WIRE FORFAN (TYP)
PRE-WIRE FORFAN (TYP)
PRE-WIRE FORFAN (TYP)
PRE-WIRE FORFAN (TYP)
PRE-WIRE FORFAN (TYP)
PRE-WIRE FOR FAN (TYP)
PRE-WIRE FORFAN (TYP)
PRE-WIRE FORFAN (TYP)
PRE-WIRE FORFAN (TYP)
LOCATE SWITCH FOR DISPOSAL IN BASECABINET UNDER SINK
GFI
GFI
GFI
LIGHT SWITCH &OUTLET IN ATTIC
GFI
LIGHT SWITCH &OUTLET IN ATTIC
EXH.FAN
EXH. FAN
A/C DISCONNECT(A/H IN ATTIC)
A/C DISCONNECT(A/H IN ATTIC)
A/C DISCONNECT
A/C DISCONNECT
TO OPT. FLOOD LIGHTAT FRONT
A
AA
A
B
AA
A
A
A
A A
A A
A
A
A
A A
AA
A
A
A
A
A
AA
A
A
A
AAA
A
A A
L
L L
L
L
EE
E
EE
AA
A
A
E
H
H
B
B
B
VPVP L
C C C
L
H H H
GFI GFI
GFI
SCD
SCD
SCD
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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3/16" = 1'-0"ELECTRICAL
RESIDENTIAL SPECIFICATIONS
1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ATTHE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALLREPORT ALL DISCREPENCIES BETWEEN THE DRAWINGS AND EXISTINGCONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORKALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TOATTACH AND ACCOMMODATE OTHER WORK.
3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDEDTO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILARSITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENTDETAIL IS SHOWN.
4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLEFOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TOTHE DESIGNER PRIOR TO COMMENCING WORK.
5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH JOBSPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FORSLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ONSTRUCTURAL DRAWINGS.
6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERSSHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITYAND EQUIVALENT STRENGTH PRODUCT.ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDINGNAILS, 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 STRAPSAND 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, ORPRESSURE TREATED.
8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTERTHE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILTYTO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OFTHE 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 CEILINGS1X4 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" DRYWALLSCREWS @ 6" O.C. EDGE AND FIELD.
GENERAL NOTES
1
ROOF SHEATHINGSHALL 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 WITH8d 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 NAILSPER 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 FULLROUND HEAD, 2" NAIL LENGTH.
FLASHINGFLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL 0.0179" THICK,26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED STEEL 0.0179" THICK, 26 GAUGEZINC COATED G90. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIPSYSTEM ROOF SHEATHING MANUFACTURES PUBLISHED REQUIREMENTS. ALL FLASHING AND INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
DRIP EDGEDRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLES ROOFS,LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUMOF 1/2" BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINMUMOF 2". DRIP EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALLBE 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 COMPLYWITH THE PROVISIONS OF R905.3 F.B.C.MARKING: EACH ROOF TILE SHALL HAVE A PERMANENTMANUFACTURER'S IDENTIFICATION MARK.APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTENAPPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALLINCLUDED BUT NOT BE LIMITED TO THE FOLLLOWING:1. TILE PLACEMENT AND SPACING,2. ATTACHMENT SYSTEM NECESSARY TO COMPLYWITH 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. UNDERLAYMENT4. SLOPE REQUIREMENT.
CLAY AND CONCRETE ROOF TILE SPECS
4
SHINGLES15# 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, ANDSHALL 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.
FASTENERSFASTENERS 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 SHALLBE A LENGTH TO PENTRATE THE SHEATHING
THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEEDTHE 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 EDGESSPAN RATING 48/24 OR BETTER, GLUED AND NAILED
FLOOR SHEATHNG AT 2ND FLOOR
5
GABLE WALL ROOF
EXTERIOR
ATTICATTICEXTERIOR
HOUSE WRAP
EXTERIOR PLYWOOD W/RADIANT BARRIER ON ATTIC SIDE
EXTERIOR STUDWALL OR TRUSS
RADIANT BARRIERGLUED TO PLYWOOD
TOP CHORD
RADIANT BARRIER: SCALE: N.T.S.
NOTE: EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVERADIANT BARRIER AND HOUSE WRAP.
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 NETCLEAR OPENING OF 5 SQUARE FEET (0.465 m2).
R310.2.1 MINMUM OPENING HEIGHT- THE MINIMUM NET CLEAR OPENINGHEIGHT SHALL BE 24 INCHES (610mm).
R310.2.1 MINMUM OPENING WIDTH- THE MINIMUM NET CLEAR OPENINGWIDTH SHALL BE 20 INCHES (508mm).
R310.1.1 OPERATIONAL CONSTRAINTS- EMERGENCY ESCAPE AND RESCUEOPENINGS 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 WINDOWWELL SHALL BE 9 SQUARE FEET (0.84 m2), WITH A MINIMUM HORIZONTALPROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOWWELL 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
WALL SHEATHINGWITH HOUSE WRAPOR ZIP SYSTEMWALL SHEATHING
PAPER BACKMETAL LATH
MID WALLWEEP SCREEDOVER FELT STRIPMASONRY NAIL
6" WIDE FELT
MASONRY WALL
WOOD FRAMING EITHERFLOOR TRUSS OR GABLEEND TRUSS
FELT ANDWEEP SCREED
WO
OD F
RAM
EM
ASO
NRY W
ALL
CORNER OFBUILDING
CORNER BEAD
MITER OUT CORNERBEAD AT MID WALLWEEP SCREED
CAULK CENTER JOINT IN MID WALL WEEP SCREED 2" IN EA.DIRECTION AT CORNER
CORNER OFBUILDING
FULLY EMBED BACK FACEOF WEEP SCREED INCAULK. LET OOZE OUT ATCORNER AND SCREED 2"MIN. WIDTH
WIRE LATHWITH FELTOVER FRAMEWALL
EXPANSION JOINT
EXPANSION JOINT OVERWIRE LATH
DECO. TEXTURE FINISHOVER WIRE LATH
WO
OD F
RAM
EM
ASO
NRY W
ALL
MASONRY WALLMASONRY WALL
DECO. TEXTURE FINISHOVER WIRE LATH
EXPANSION JOINT
MASONRY WALL
EXPANSION JOINT
AMICO M-TYPECONTROL JOINTAMCJM-780 ORAPPROVED EQUALOVER LATH (CUTLATH BEHIND CONTROL JOINT 1/4"MIN. GAP) LOCATEOVER STUD ONLYAND PER NOTE 1
*
* NOTE 1:(AT WOODFRAME ONLY)MAX OF 144 SQ. FT.BETWEEN CONTROLJOINTS. NOT GREATERTHAN 18'-0" O.C. MAXAREA RATIO OFCONTROL JOINTS-2-2/1 TO 1
WIRE THE CONTROLJOINT TO LATH WITH18 GA. GALVANIZEDWIRE AT 7' O.C. MAX.
WIRE LATHOVER FELT
FELT PAPER
FRAME WALL
FELT STRIP
WIRE LATH OVERMID WALLWEEP SCREEDOVER FELT STRIPMID WALL
WEEP SCREEDOVER FELT STRIP
MITER OVER SCREED
FELT STRIPOVER BLOCK WALL
BUILDING MASONRY WALL
MID WALL WEEP SCREED DETAIL
WEEP SCREED DETAILINSTALL AT ALL EXTERIOR WALL LOCATIONS WHEREWOOD STUD FRAMING IS ABOVE MASONRY WALLS.
R703.4 - WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED BY THE WINDOW OR DOOR MANUFACTURER OR BY THE FLASHING MANUFACTURER, "PAN FLASHING" AHLL 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 ALSO 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 FLASHINGFOR SUCH PRODUCTS FOLLOW THE MANUFACTURER'S INSTALLATION REQUIREMENTS
FOR IN-DEPTH FLASHING INSTRUCTIONS, REFER TO THE FOLLOWING PUBLICATIONS:FMA/AAMA 100FMA/AAMA 200FMA/WDMA 250FMA/AAMA/WDMA 300
INSTALL "PAN" FLASHING AT THE WINDOW SILL
OPENING FOR WINDOW OR DOOR
WHERE "PAN" FLASHING IS USED AT THE SILL, ALSOINCORPORATE FLASHINGOR 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 R703.4SCALE: N.T.S.
8"X8"X16" CONC. BLOCK
CONCRETE FOOTING SEEFOUNDATION PLAN FORSIZE 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 FINISHPER ASTM C-926
SILL SET IN MORTAR
SEE ENERGY CODE FORM FOR INSULATION R-VALUES
1X4 P.T. STRIP
VENTED SOFFITSHALL MEET R703.1.2.1SEE TABLE 3 ON S-3
DRYWALL CEILINGPER NOTE 9 INTABLE 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 EACHTRUSS PER ROOF FRAMING PLAN.
FLASHING AND DRIP EDGE PER NOTESIN TABLE 2 ON A-6
WINDOW, SEE SCHEDULE AND PLAN.
PRECAST LINTEL SEE FRAMING PLAN
WINDOW BUCKS SEE TABLE 2 ON A-61X4 P.T. BUCK W. BED OF CONTINUOUS CAULK UNDER
PROVIDE VENTILATIONPER R806.1
8"X8" CONTINUOUSBOND 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
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DRS:
Ent
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Num
ber
1/2" = 1'-0"MONO TYPICAL WALL SECTION
WD
WH
HB
HB
HB
HB
FINISH FLOORELEV. @ 0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
8'-0
"
3'-0"
HALLWAY
FINISH FLOORELEV. @ 0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
10
'-0
"
8'-10"
DINING
FINISH FLOORELEV. @ 0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
8'-0
"
10
'-0
"
14'-5" 8'-0"
DINING FOYERHALLWAY
FINISH FLOORELEV. @ 0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
10
'-0
"
20'-0"
OPEN TO FOYER
FINISH FLOORELEV. @ 0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
8'-0
"
3'-0"
FINISH FLOORELEV. @ 0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
4'-0"
8'-0
"
FINISH FLOORELEV. @ 0"
TOP OF BOND BEAM (MAIN)ELEV. @ 10'-0"
8'-0
"
3'-0"
111'-4"
4'-0
"
MASTER SUITE
BEDROOM #2BEDROOM #3
3 CAR GARAGE
DINING ROOM
GREAT ROOM
KITCHEN
UTILITY
LANAI
ENTRY
CAFE
BONUS
ROOM
W.I.C.
W.I.C.
W.I.C.
BATH #2
STUDY
MASTER
BATH
FOYER
PANTRY
GALLERY
A-7
3
A-7 1
A-7 4
A-7 2
A-7
7
A-76
A-7
5
BATH #3
A-74
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-7 E
INTERIOR WALLSECTIONS
36
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DRS:
Ent
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Num
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1/2" = 1'-0"A-7 E4 DINING HALLWAY
1/2" = 1'-0"A-7 E3 DINING/ FOYER
1/2" = 1'-0"A-7 E1 DINING/ FOYER/ HALLWAY
1/2" = 1'-0"A-7 E2 GREAT ROOM
1/2" = 1'-0"A-7 E6 MASTER BEDROOM
1/2" = 1'-0"A-7 E7 MASTER BEDROOM ENTRY
1/2" = 1'-0"A-7 E5 NOOK/ HALLWAY
1/8" = 1'-0"
INTERIOR WALL SECTIONS
WH
HB
HB
HB
HB
1'-8
"
FIN. GRADE
#5 DOWEL WITH7" HOOK, EMBED5" MIN.
2 #5 CONT. W/3" CLEAR COVER.
1'-0"
1'-0"
MIN
.
2'-1
"
3" CLEAR COVER2 #5
8"
8"
ELEV. @ 0'-0"
4" SLAB W/ 2,500 PSI CONC.W/ 6X6 #10/10 W.W.M. REINFORCINGOVER 6 MILL VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.PROVIDE TERMITE WITH "BORA CARE".
ELEV. @ 0'-(-4")
ELEV. @ 0'-(-4")
TIL
E S
HO
WER
RECES
S 3
-1/2
"
RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER IMPACT WINDOWS.
18'-0" X 8'-0" O.H. GARAGE DR.
PROVIDE 1/4" WATER LINE @ REF. SPACEFOR ICE MAKER
RUN CONDUIT FOR ELECTRIC AT ISLAND
TIL
E S
HO
WER
RECES
S 3
-1/2
"
TIL
E S
HO
WER
RECES
S 3
-1/2
"
8'-0" X 8'-0" O.H. GARAGE DR.
HB
ELEV. @ 1 1/2")
RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR IMPACT WINDOWS.
PAVERS BY OTHERS
PAVERS BY OTHERS
2" SLO
PE
6" X 12" RECESS 6" X 12" RECESS
METER VERIFY LOC.
SET A/C PAD ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.
PAVERS BY OTHERS
0" 111'-4"
18'-9" 5'-9" 3'-6 1/2" 5'-8 1/2" 14'-0" 4'-10" 3'-4" 23'-11" 31'-6"
6'-1
"
2'-3
"3
'-1
0"
10
'-3
"1
3'-8
"1
'-0
"
6'-4
"1
7'-4
1/2
"
8'-1
0"
4'-4
"9
'-1
0"
23
'-0
"
70
'-0
"
6'-0" 18'-0" 2'-0" 8'-0" 3'-0"
9'-0
"9
'-1
"7
'-7
"3
'-0
"7
'-8
"3
'-0
"7
'-8
"
10
"6
'-0
"1
0"
3'-0"
3'-4"
8'-6
"
70
'-0
"
31
'-0
"3
9'-0
"
15'-8" 1'-0" 16'-4"
3'-1" 8" 4'-2" 7'-10" 4'-1" 2'-8"
23'-0"
20
'-0
"1
'-0
"1
8'-0
"3
'-4
"4
'-0
"3
'-4
"4
'-0
"
111'-4"
1'-0"
1'-0"
5'-4
"1
0'-4
"2
'-0
"3
'-4
"8
"4
'-2
"1
2'-0
"4
'-6
"
23'-0" 10'-0" 46'-4" 32'-0"
37'-0"
9'-4
"
38'-8" 2'-6" 4'-10" 1'-8"
29'-7" 8'-2" 4'-7" 4'-0"
21
'-8
3/4
"
SINK & DISP
RANGE
16
'-4
"1
4'-8
"
F3F3F3
F3
F3 W/ CURB
F3 W
/ C
URB
F6A
F6A
INSTALL 1 3/8" THICK SOLIDWOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
#5 BAR IN GROUTED CELL, LAP 25" WITH #5 DOWEL OUT OF SLAB, WITH 7" HOOK INTO TOP OF BOND BEAM
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.
B
B
B
B
F3
F5
SAWCUT SLAB PER DETAIL 5/S-3
F3
F3
F5
F3
F3
P
P
-3'-0"
AB
A
C
CA
C
F3
F3
P
F1
C
A
A
A
A
9'-10"
B
B
5'-0"
A
A
A
32'-10"
12" SQUARE MASONRY COLUMNS W/ 4#5 VERT.& #3 TIES @ 8" O.C. GROUT SOLID 4 LOCATIONS
1'-0
"1
3'-8
"
12
'-1
1"
4'-0" - -3'-4" 2'-8"
20'-1"43" HIGH WALL W/ 8" BOND BEAM & 1#5 ROD
STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
LOWEST POINT OF HOUSE SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION. PER FEMA FLOOD MAP.
SET A/C PAD ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.
SET W/H ABOVE FLOOD ELEVATION W/ 1'-0" FREEBOARD PER FBCR R322.2.1.
(2) #5 RODS CONT. W/3" CLEAR COVER
1'-0
"
1'-4"
1'-8
"
FIN. GRADE
#5 DOWEL WITH7" HOOK, EMBED5" MIN. BELOWGARAGE 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 INCLUDEDIN FOOTING DIMENSIONS
2'-1
"
8"X8" CONC. RIBBONW/ 1 #5 ROD CONT.
1" 3"
8"
8"
PAVERSSAND
6"
10
"
GRADE
4" CONC. SLAB
(2) #5 RODS CONT.
1'-0"
RECESS
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 2/S-6.
SCALE: 3/16" = 1'-0"
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
E
D
TYP
E
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
E
D
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
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S-1 E
FOUNDATION
36
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11/17/19
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DRS:
Ent
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Num
ber
1/2" = 1'-0""F3" FOOTING
1/2" = 1'-0""F6A"
3/16" = 1'-0"
FOUNDATION PLAN J
1/2" = 1'-0""F5" FOOTING
1/2" = 1'-0""F3" WITH CURB AT GARAGE
1/2" = 1'-0""P" PAVERS DETAIL ENTRY/ LANAI
1/2" = 1'-0"GARAGE DOOR RECESS
WH
HB
HB
HB
HB
J6
J6
J4
J4
J4
J4
D1
CJ12C
CJ1
2C
J2
J2
J2
J2
A10
A9
A8
A18
A12
A14
A13
A15
GE1
V4
V8
V5
V7
V4
V5
V7
V4
V5
V4
V4
V4
V14
V10
V9
V13
V12
V11
CJ6
C
J2D
CJ6B
L6
L5
J2
J2
J2 E
J4C
V18
V17
V15
V16
PB
5
A29
A28
A27
EJ6A
CJ9A
J4C
J4C
MG6
J2
J2
J4D
J4D
K1
J4E
J4E
CJ9
B
CJ9B
J2
J2
J2
J2
A20
MG4
EJ8A
D3
B6
B4
A4
A1
A3
A2
CJ3
L9
L2
L1
V20
GE
2
J4B
H
J4BA
CJ1
2BL
CJ12B
EJ8C
J2B
J2B
J2B
J2B
H
J6B
H
J6BA
J6B
L
J6BL
J4B
J4B
EJ4
A7
A6
A5
EJ8E M1
V19
B3
GE
3
EJ6B
PB2
A23
A22
A24
A21
A26
A25
B1
B2A
B2
CJ6
A
CJ6AG
1
J2
J2
J2
J2
B7
G2
MG3
A11
EJ8
EJ8
EJ8C
L
M2
D2
L7
GE
4
L3
CJ6J
2
J2
PB6
PB4
EJ8D
EJ8C
A
D4
PB
3
B2B
V21
A16
EJ4B
PB1
B5
EJ4A
BEARING HEIGHT
= BEARING @ 10'-0"
= BEARING @ 12'-0"
= BEARING @ 16'-0"
= INTERIOR BEARING
@ 12'-6"
= INTERIOR BEARING
@ 12'-1 1/2"
= INTERIOR BEARING
@ 12'-0"
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
8F8-1B8F8-0B
8F16-1B/1T
PRECAST LINTEL SCHEDULE
AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
2'-0"
GR
OU
TE
D
1#5 TOP
1#5 BOTTOM
8F24-1B/1T
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.
TRUSS STRAPPING TO MASONRY
MAX TRUSS UPLIFT @ 24" OC (LBS)
CONNECTOR FASTENER
161518702430 (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
1005201030151285257038555140
(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
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 8/S-3
CORNER BARS IN BOND BEAM PER 8/S-3SEE DETAIL 9/S-3 WHERE LINTEL
AT LANAI/ENTRY INTERSECTS MAIN WALL, TYPICAL
13'-0" COFFERED CEILING
13'-0" COFFERED CEILING
11'-0" COFFERED CEILING
13'-0" COFFERED CEILING
11'-0" COFFERED CEILING
11'-0" COFFERED CEILING
13'-0"COFFERED CEILING
13'-0" COFFERED CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
12'-0" FLAT CEILINGRIDGE
RIDGE
RIDGE
RIDGE
RIDGE
RID
GE
RID
GE
HIP HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
HIP
VALL
EY
VALL
EY
VALL
EY
VALL
EY
VALLEY
VALLEY
12'-0" FLAT CEILING
12'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
13'-0" COFFERED CEILING
12'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
12'-0" FLAT CEILING
ATTIC ACCESS
ATTIC ACCESS
VALLEY
12'-0" FLAT CEILING
12'-0" FLAT CEILING
12'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
16'-0" FLAT CEILING
12'-0" FLAT CEILING
12'-0" FLAT CEILING
8F8-0B8F8-0B 8F8-0B
8F8
-0B
8F8
-0B
8F8
-0B
8F8
-0B
8F8
-0B
8F8
-0B
8F8
-0B
8F8-1B BOTTOM @ 11'-4" W/ COURSING TO 8X8 BOND BEAM W/ (1) #5 TOP @ 16'-0"
8F8
-0B
8F8
-0B
8F8-0B 8F8-0B
8F8
-0B
8F8
-0B
8F8-0B
8F8-0B8F8-0B8F8-0B8F8-0B
8F8-0B
8F8
-0B
8F8
-0B
8F8-0B 8F8-0B
8F8-1B AT DOOR HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1#5, TOP @ 12'-0", GROUT SOLID
8F8
-0B
8F8
-0B
1-HTA16-18 TYP.
NO
N B
EARIN
G
NON BEARING
SUSPNEDED HEADERS PER DETAIL 1 & 2/S-4
STEP U
P B
EAM
12
S-3
1-HTA16-18 TYP.
1-HTA16-18 @ D1
1-HTA16-18 @ D1
1-HTT45 THIS SIDE OF D4 W/ 5/8" Ø ALL THREAD DRILL & EPOXY MIN. 12" EMBED
2-HTA20 @ D4
EXTERIOR CEILING PER 2/S-3
1-HTT45 @ G2 W/ 5/8" Ø ALL THREAD DRILL & EPOXY MIN. 12" EMBED
2-HTA16-18 @ G2
2-HTA16-18 @ A1
8F16-1B/1T
EXTERIOR CEILING PER 2/S-3
8F2
4-1
B/1
T
8F16-1B/1T
8F1
6-1
B/1
T
1-HTA16-18 @ L3
1-HTA16-18 @ B7
2-HTA16-18 @ B7
12
S-3
1-HTA16-18 @ B1
1-HTA16-18 @ B1
1-HTT45 @ B1 W/ 5/8" Ø ALL THREAD DRILL & EPOXY MIN. 12" EMBED
MASTER SUITE
BEDROOM #2BEDROOM #3
3 CAR GARAGE
DINING ROOM
GREAT ROOM
KITCHEN
UTILITY
LANAI
ENTRY
CAFE
BONUS ROOM W.I.C.
W.I.C.
W.I.C.
BATH #2
STUDY
MASTER BATH
FOYER
PANTRY
GALLERY
BATH #3
HEADER PER 12/S-3
MTW16 AT TRUSS
STUD BEARING WALL, 2X4 SPF #2 @ 16" O.C. W/ SPH4 TOP & BOTTOM @ 16" O.C. 1/2"X6" EXPANSION BOLT @ 32" O.C W/ 2" WASHER.
12'-0" FLAT CEILING
8F8-1B AT DOOR HEAD HEIGHT AND AT 4" ABOVE ARCH TOP WINDOW. WOOD FRAME ARCH.
STEP DOWN TOP OF BOND BEAM NEEDED FOR WINDOWS SEE DETAIL 7/S-4
1-HTA16-18 TYP.
MTW16 AT TRUSS
5
S-4
1-HTA16-18 TYP.
HEADER PER 12/S-3
HD6161F HANGER W/ 26-16D
4B
S-4
4A
S-4
HTT5KT @ B7 PER DETAIL 3/S-4 W/ 51/4X51/4 PSL POST
TOP OF WALL 10'-0" FOR BEARING OF LVL
HTA16-18 @ 32 O.C. @ INSIDE FACE OF GABLE
12'-1/2" BEARING
RIDGE
HIP
HIP
HIP
RID
GE
8F8
-0B
HIP
WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET ( DR HORTON REQUIREMENT )
(+42.9 -46.5)(+42.9 -46.5)(+42.9 -46.5)(+42.9 -46.5)(+42.9 -46.5)
(+4
2.9
-5
7.4
)
6'-4
"
(+4
2.9
-4
6.5
)
(+37.7 -42.6)
(+37.7 -42.6)
(+3
6.1
-4
0.3
)(+
42.9
-4
6.5
)
(+4
2.9
-4
6.5
)
(+42.9 -46.5) (+42.9 -46.5) (+42.9 -57.4)
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
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 2
019\M
OD
ELS
\3692 E
STAND
ARD
\REVIT
\3692 E
.rvt
S-2 E
ROOF FRAMING PLAN
36
92
E
Pro
ject
Nam
e
JSL
11/17/19
AD
DRS:
Ent
er
addre
ss h
ere
Pro
ject
Num
ber
3/16" = 1'-0"
ROOF FRAMING PLAN
TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY SCOSTA JOB# 45150E DATED: 03/19/18 REVISED: 07/18/18