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12'-0" FLAT CEILINGEXPOSED TO WIND
EXPOSED TO WIND
11'-0" TRAY CEILING
11'-0" TRAY CEILING
11'-0"TRAY
CEILIN
G11'-0"TRAY
CEILIN
G
RECESSFORAHU
U:1127
U:1131
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U:1135
U:1131
U:1127
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U:1126
U:1127
U:1127
U:1127
U:1098
U:1092
U:1104
U:1116
U:1127
U:1127
U:1062
U:1064
U:1064
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U:1064
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U:1131
U:1127
U:1127
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U:1126
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U:1100
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U:2345 R:6445
U:4556
U:1353 U:2537
U:1432 U:2466
U:1597
U:1063
OVERHANG
BY
BUILDER
DROP TOP GABLE
DROP TOP GABLE
AA
A
A
A13
A12
A11
A10
A9
A8
A7
A6
A5
A4
HJ7 HJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
A2
A2
A1
F1
HJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
MG1
EJ7
EJ7
EJ7
D1
D2
D3
HJ5
CJ1
CJ3
CJ1
CJ3A
EJ5
EJ5
EJ5
EJ5
A12A
A11A
A10A
A9A
A8A
A7A
A6A
A5A
A4A
A3
A1
B1
B2
B3
B3
B4
B4
B4
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-10-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
5-09-08
1-02-08
3-02-00
1-04-00
2-00-00
11-08
5-09-08
65-01-00
36-04-00 13-04-00
49-08-00
48-05-00
11-00-00
59-05-00
2-01-12
10-09-12
2-01-12
2-01-12
14-09-12
17-01-09 17-04-04
4-04-0023-03-00
1-01-13
9-00-00
1-00-008-11-04
17-04-00 4-06-08
2-11-08
1-02-08
1-08-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-05-08
15-10-13
2-00-00
2-00-00
20-08-006-04-0011-08-0011-00-00
49-08-00
7460
(1) PLY FLR. TRUSS
2245
THD28
0
CORNER HIP(1) PLY
K
Q
O
H
0
R
0
MSH422IF
F
765
9100
2385
4
3235
2435
0
M1250
CORNER HIP
THD26,THD28 THD46
0
N/A
THDH26-2
I
THD26-2, THD28-2THDH26-2, THDH28-2
0
H
F
USP ROOF AND FLOOR TRUSS HANGER SCHEDULE
2245
0
QTY/FL
A
0
0
1530 / 3485
A*
QTY/RF
E
1250 / 1555
0
2680
JUS24
(3) PLY
N
7460
3895 / 4680
THDH26-3, THDH28-3THDH28-4 SIMILAR
725
R
0
4095
THD26-2
P
0
2155
3235
865
2980
4355
7460
C
0
865
0
THD26
7460
3410
O
M
0
0
0
0
G
0
4355
C
MSH426
J
N
E
1235 / 2140
0
JUS24
3820
HJC26
765
S
2245
N/A
1440
0
2940
I
0
9100
J
D
2790
ID
L1760
0
MODEL
1855
0
3265
Q
1840
(1) PLY
B
960
THDH28-2
ROOF
1855
1055
N/A
3200 / 3600
THDH6710
THDH28-3
D
0
490
1515 / 2175
1550
0
0
0
0
G
FLOOR
MSH422, MSH426MSH422IF SIMILARHJC26
0
895
3820
THD46
A
0
2155
0
2940
5230
S
NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION
1760
N/A
1055
B
0
UPLIFT
MSH422
K
3600
1250
THDH26-3
(2) PLY
THD28-2 4310 / 4680
2245
(1) PLY FLR. TRUSS
2435
SYMBOL
1440
0
1855
A*
0
L
P
5320
5
4-1/16"
2x4 T.C. MIN.
14 1/2"CANT.
12
TYP. ROOF TRUSS END DETAIL
8" BRG.
N.T.S.
TILE ROOF
BEARING HEIGHT SCHEDULE
10'-0" BEARING HEIGHT
12'-0" BEARING HEIGHT
REVISIONS
No. DATE NOTES BY
CAUTION!!!
DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY Builders First Source.NO EXECPTIONS.
THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.
6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319
IMPORTANT
This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your ProtectionCheck All Dimensions And Conditions Prior To
Approval Of Plan.SIGNATURE BELOW INDICATES ALL NOTESAND DIMENSIONS HAVE BEEN ACCEPTED.
By _________________________Date___________
NOTES:1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS.2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY.3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE.
DATE DRAWN 2/05/2018
DATE PRINTED 6/26/2018
MASTERJOB No.
WIND LOAD 160 MPH
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY II
IMPORTANCE FACTOR 1.0
WIND DURATION FACTOR 1.60
OPENING CONDITIONS ENCLOSED
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS
DESIGN CODE FBC2017/TPI2014
WIND CODE MWFRS (Directional)/C-C HYBRID WIND ASCE 7-10
TRUSS LOADING ROOF
TCLL 20 PSF
TCDL 20 PSF
BCLL 0 PSF
BCDL 10 PSF
TOTAL 50 PSF
DURATION 1.25
TCDL / TO RESIST UPLIFT 5 PSF
BCDL / TO RESIST UPLIFT 5 PSF
TRUSS LOADING
ROOF PITCH 5/12
CEILING PITCH FLAT
TOP CHORD SIZE 2 x 4 MIN.
BOTTOM CHORD SIZE 2 x 4 MIN.
OVERHANG LENGTH N/A
CANTILEVER 14 1/2"
END CUT PLUMB
FLOOR TRUSS SPACING N/A
ROOF TRUSS SPACING 24"
ROOF PITCH
BUILDER DR Horton
PROJECT 2256 L 160 C RH
MODEL 2256
ADDRESS --
CITY, STATE --, FL.
LOT --
COUNTY --
DRAWN BY D.W.
ENG. BY D.W.
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEARING (MAIN)ELEV. @ 10'-0"
TOP OF BEARING (MAIN)ELEV. @ 10'-0"
8" RAISED
BANDING
A2 CORBELS
TYPICAL
6" RAISED
BANDING
1'-4"
16080 OHGD3080 ENTRY W/
12" SIDE LITE
2-26 SH26 SH
5
12
TILE ROOF
5
12
6" RAISED
BANDING
STONE LEDGER
E3
A2 CORBELS
TYPICAL
8" RAISED
BANDING
1'-4"
8'-0
"
TOP OF BEARING (ENTRY)ELEV. @ 11'-6"
FOAM
FOAM CORBELS W/
STUCCO BAND
STONE W/ STONE
DRIP LEDGE
STONE SILL
8'-8
"
1'-1
0"
3'-2
"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEARING (MAIN)ELEV. @ 10'-0"
TOP OF BEARING (MAIN)ELEV. @ 10'-0"
5
12
5
12
3-4080 SL. GL. DR. 2-25 SH2-25 SH
TILE ROOF
1'-4"
8'-0
"
ELECTRIC
METER
A/C UNIT
1'-4"
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEARING (MAIN)ELEV. @ 10'-0"
TOP OF BEARING (MAIN)ELEV. @ 10'-0"
1'-4"
8'-0
"
12
5
12
5
DECO TEXTURE FINISH
OVER CONC. BLOCK
TILE ROOF
25 SH25 SH 48"X12"
F.G.
48"X12"
F.G.
1'-4"
7'-0
"
2-4080 SL.GL.DR.
FINISH FLOORELEV. @ 0"
FINISH FLOORELEV. @ 0"
TOP OF BEARING (MAIN)ELEV. @ 10'-0"
TOP OF BEARING (MAIN)ELEV. @ 10'-0"
24"X24"
F.G.
24"X24"
F.G.
24"X24"
F.G.
ELECTRIC METER
(VERIFY LOCATION)
12
5
12
5
DECO TEXTURE FINISH
OVER CONC. BLOCK
TILE ROOF
1'-4"
8'-0
"
A/C DISCONNECT
WP
GFI
1'-4"
3'-2
"
FLASHING AND DRIP
EDGE PER NOTES IN
TABLE 3 ON A-6
SEE STRUCTURAL
1'-4"
CANTILEVER
VARIE
S S
EE
ELE
VATIO
N 12
SOFFIT DETAIL SCALE: 3/4"=1'-0"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\T
OSCANA ISLE
S 6
0'S
\10351
LOT 9
0 2
256 L
R\R
EVIT
\10351 2
256 L
R.r
vt
A-1
ELEVATION
# 2
25
6 L
MO
DEL
JWC
JSL
7/16/18
LOT:
90
SU
BD
IVIS
ION:
TO
SC
ANA ISLE
S 6
0's
AD
DRS
: 3
80
MARAVIY
A B
LVD
D.R
.H.
#:
57
83
70
07
4G
CD
JO
B #
10
35
1
1/4" = 1'-0"
FRONT ELEVATION
1/4" = 1'-0"
REAR ELEVATION
1/4" = 1'-0"
LEFT SIDE ELEVATION
1/4" = 1'-0"
RIGHT SIDE ELEVATION
WH
49'-8"
15'-4" 1'-4" 19'-8"
22'-8" 6'-4" 20'-8"
36'-4" 13'-4"
59
'-5
"1
'-8
"2
'-0
"2
'-0
"
11'-0" 11'-8" 1'-4" 7'-4" 16'-0" 2'-4"
2'-4" 4'-1"
18
'-8
"8
'-2
"6
'-4
"1
5'-3
"
36'-4" 13'-4"
2'-1" 2'-7" 4'-1" 20'-10" 12'-2" 3'-5" 4'-6"
4'-0" 37'-0 1/2" 8'-7 1/2"
PAVER BY
OTHERS
LOWEST POINT OF GARAGE SHALL
BE CONSTRUCTED AT OR ABOVE
FLOOD ELEVATION
6" X 12" RECESS
A/C COMPRESSOR SHALL BE
INSTALLED AT OR ABOVE FLOOD
ELEV.
RECESS SGD 1-1/2" FOR CONCRETE LANAI.
RECESS 2-1/2" FOR PAVER LANAI OR WHERE
IMPACT WINDOWS ARE REQUIRED.
RECESS SGD 1-1/2" FOR
CONCRETE LANAI. RECESS
2-1/2" FOR PAVER LANAI OR
WHERE IMPACT WINDOWS
ARE REQUIRED.
SIN
K &
DIS
P
RUN CONDUIT FOR
ELECTRIC AT ISLAND RANG
E
PROVIDE 1/4" WATER
LINE @ REF. SPACE
FOR ICE MAKER
TIL
E S
HO
WER
RECES
S 3
-1/2
"
5'-0
" TUB
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 WITH "BORA CARE".
ELEV. @ 0'-0"
PAVER BY
OTHERS
ELEV. @ 0'-4"
ELEV. @ 0'-4"
2" SLO
PE
16080 O.H. GARAGE DOOR
ELEV. @ 0'-4"
WASHER
49'-8"
65
'-1
"
21
'-6
"9
'-2
"1
2'-1
1"
21
'-6
"
1'-4
"8
"8
'-0
"9
'-6
"3
2'-7
"
8" 4'-4 1/2" 7 1/2"
21
'-1
0"
4'-1
1 1
/2"
21
'-7
1/2
"
11'-3 3/8" 9'-0 5/8" 12'-0" 4'-0"
2'-4
"8
'-0
"8
"
8"
10
'-4
"
36"X36"
CONC. PAD
ELECTRIC METER
VERIFY LOCATION
65
'-1
"
11
'-0
"4
8'-5
"
4'-0" 7'-5 1/2" 38'-2 1/2"
HB
HB
10'-0"BRASS FLOOR
OUTLET W/ SWITCH
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\T
OSCANA ISLE
S 6
0'S
\10351
LOT 9
0 2
256 L
R\R
EVIT
\10351 2
256 L
R.r
vt
A-2
FOUNDATION
# 2
25
6 L
MO
DEL
JWC
JSL
7/16/18
LOT:
90
SU
BD
IVIS
ION:
TO
SC
ANA ISLE
S 6
0's
AD
DRS
: 3
80
MARAVIY
A B
LVD
D.R
.H.
#:
57
83
70
07
4G
CD
JO
B #
10
35
1
1/4" = 1'-0"
SLAB & PLUMBING PLAN
REF.
WH
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 @
41 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
CABINET BACKING
KITCHEN
MASTER BATH
GUEST BATH
LAUNDRY ROOM
UPPER TOP @ 84" BASE TOP @ 35"
UPPER
UPPER
UPPER TOP @ 84"
BASE TOP @ 35"
BASE TOP @ 31"
BASE
SQUARE FOOTAGELIVING AREA
GARAGE AREA
LANAI AREA
FRONT PORCH/ ENTRY AREA
2,214
439
400
59
TOTAL SQUARE FOOTAGE 3,112
49'-8"
15'-4" 1'-4" 19'-8" 3'-6" 9'-10"
2'-4
"8
'-0
"8
"5
'-0
"9
'-0
"5
'-8
"4
'-2
1/2
"8
'-4
1/2
"2
1'-1
0"
5'-4
"7
'-1
"
15
'-8
"5
'-1
0"
3'-4
"2
'-0
"6
'-4
"2
'-4
"1
2'-1
1"
7'-6" 4'-0" 3'-10" 2'-4" 4'-11" 6'-8 1/2" 20'-4 1/2"
4'-0
"7
'-4
"4
'-4
"3
'-6
1/2
"2
'-3
1/2
"1
2'-1
1"
8'-2" 3'-4" 3'-10" 2'-4" 4'-11" 6'-8 1/2" 6'-0 1/2" 4'-4" 10'-0"
11'-0" 11'-8" 6'-4" 20'-8"
2 CAR GARAGE
ENTRY
FOYER
UTILITY
PANTRY
W.I.C.
W.I.C.
KITCHEN
LIVING
DINING
MASTER SUITE
BEDROOM #2
BEDROOM #3
BATH #2
LANAI
MIN. R-13 OR
BETTER INSULATION
2'-8
"2
'-8
"2
'-8
"5
7'-1
"
36'-4" 13'-4"
8"
10
'-4
"
1'-4
"1
1'-2
1/2
"1
0'-3
"1
0'-6
1/2
"6
'-3
1/2
"1
9'-9
1/2
"1
'-8
"2
'-0
"2
'-0
"
1'-4
"8
"
8" 3'-0" 3"1'-0"9"
8'-0
"
15'-5 1/2" 25'-2 1/2" 9'-0"
VINYL SHELVING
D W
VINYL SHELVING
LINEN
VINYL SHELVING
VINYL SHELVING
VINYL SHELVING
VIN
YL
SHELV
ING
TILE
SHOWER
RECESS
3-1/2"
MIR
.
MIR.
5'-0
" TUB
2
2
2
5
22
4
5
2
2
5
2
2
2
2
2
5 3
4
D
D
CC
A
1
2
A
BB
B
RANG
E
DBL
SIN
K
DW
OVERH
EAD
CABS
NOTE: INSTALL 1-3/8" THICK
SOLID WOOD DOOR BETWEEN
LIVING AND GARAGE PER
R302.5.1.
NOTE: THE GARAGE SHALL
BE SEPARATED FROM THE
RESIDENCE AND ITS ATTIC
AREA BY NOT LESS THEN 1/2"
GYPSUM BOARD APPLIED TO
THE GARAGE SIDE
22" X 54"
ATTIC ACCESS
VERIFY LOCATION WITH
SITE PLAN, A/C NOT TO
ENCROACH EASEMENT
EGRESS
16"X16"
MASONRY
COLUMNS
COFFERED CEILING
OPTIO
NAL
VALE
T
OVERH
EAD
CABS
OVERHEAD CABS
3'-1
3/4
"
COFFERED CEILING
COFFERED
CEILING
COFFERED
CEILING
VIN
YL
SH
ELV
ING
EG
RES
S
EGRESS
EGRESS
LT
KNEEWALL
MASTER BATH
5
5
LINEN
FF
E
22"X36" ATTIC
ACCESS
2
A/H
UNIT
12'-0" CEILING
2'-11 5/8" 8'-0 3/8" 3'-0" 8'-8" 1'-4" 5'-0" 2'-3" 16'-2" 2'-3"
49'-8"
11
'-0
"4
8'-5
"5
'-8
"
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
65
'-1
"
42" KNEE
WALL
3"
3"
11'-3 3/8" 9'-0 5/8" 12'-0" 4'-0"
HB
HB
OPT.
TOP OF
SQUARE
OPENING 6'-8"
TOP OF SQUARE
OPENING
SEE NOTE 9
SEAT
10'-0" FLAT CEILING
65
'-1
"
3"
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
2017 ACCESSIBLE
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"
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
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
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B #
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DOOR SCHEDULETYPE
MARK SIZE CODE
PRODUCT
DESCRIPTION WIDTH HEIGHT COMMENTS COUNT
1 (3)-4080 SL. GL. DR. DISTINCTION 12'-0" 8'-0" 1
2 2-4080 SL. GL. DR. DISTINCTION 8'-0" 8'-0" 1
3 12"X96" SIDE LITE DISTINCTION 1'-0" 8'-0" 1
4 16080 OHGD GARAGE DOOR 16'-0" 8'-0" 1
5 3080 ENTRY 3'-0" 8'-0" 1
WINDOW SCHEDULE
MARK SIZE CODE
PRODUCT
DESCRIPTION WIDTH HEIGHT COMMENTS Count
A 2-25 SH 6'-4" 5'-3" 2
B 24"X24" FIXED GLASS 2'-0" 2'-0" 3
C 25 SH 3'-2" 5'-3" 2
D 2-26 SH 6'-4" 6'-3" 2
E 24 SH 3'-2" 4'-3" 1
F 48"X12" FIXED GLASS 4'-0" 1'-0" 2
1/4" = 1'-0"
FLOOR PLAN
ESCAPE
OPT IMPACT GLASS MAY BE INSTALLED
IN LIEU OF SHUTTERS VERIFY W/
CONTRACT
REF.
WH
RID
GE
RID
GE
RID
GE
HIP
HIP
HIP
HIP
HIP
HIP
VAL
LEY
VAL
LEY
MASTER
SUITE
BEDROOM #2
BEDROOM #3
2 CAR GARAGE
DINING ROOM
GREAT ROOM
KITCHEN
LAUNDRY
LANAI
ENTRY
W.I.C.
BATH #2
MASTER
BATH
FOYER
PANTRY
RID
GE
COFFERED CEILING
COFFERED CEILING
2'-0
"
2'-0"
2'-0
"
2'-0"
2'-0
"
2'-0"
2'-0
"
2'-0"
1'-0
"
1'-0"
1'-0"
1'-0
"
1'-0"
1'-0"
1'-0
"
COFFERED
CEILING
COFFERED
CEILING
DUAL BEARING
DUAL BEARING
12'-0" CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
W.I.C.10'-0" FLAT CEILING
A
A-4
B
A-4
B
A-4
B
A-4
6"
6" 2'-0" 3'-4"
2'-0" 5'-0" 2'-0"
6"
2'-0"
3'-4"
A/H
A/H
AIR HANDLER DETAIL
ATTIC VENTILATIONVERIFY VENTING REQUIREMENTS
WITH ENERGY CALCULATIONS
WITHOUT OFF RIDGE VENTS WITH OFF RIDGE VENTS (O.R.V.)
ATTIC AREA
(FBC R806)
VENTILATION REQUIRED
(ATTIC AREA 1/150)
VENTILATION REQUIRED(ATTIC AREA 1/300 INSTALL PER
FBC R806.2 MINIMUM AREA REQUIREMENTS)
MARK
1
SQUARE FOOTAGE
2256 SQ. FT.
SOFFIT VENTS
20.92 SQ. FT.
MIN AIR FLOW
OF SOFFIT
6.62%
OFF RIDGE VENTSMIN AIR FLOW
OF SOFFIT
TOTAL
VENTILATION
O.R.V. NOT USED
ATTIC VENTILATION CALCULATIONATTIC VENTILATION CALCULATION
ATTIC SQ. FT. / 150 = VENTED SQ. FT. ATTIC SQ. FT. / 300 = VENTED SQ. FT.
OFF RIDGE EXHAUST VENT SIZES
(AREA NET FREE SQUARE FEET)
6'-0" BASE
BASE
-2
'-0
"
25" BASE
25" BASE
18" BASE
17" BASE
1.45 SQ. FT.
FREE AREA
1 SQ. FT.
FREE AREA
.38 SQ. FT.
FREE AREA
ELEVATION @ BEARING
ELEVATION @ +24"
COFFER DETAIL "A"
BEARING HEIGHT
= BEARING @ 10'-0"
= BEARING @ 12'-0"
ELEVATION @ +12"
ELEVATION @ BEARING
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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# 2
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1/4" = 1'-0"
ROOF & CEILING PLAN "L"
3/8" = 1'-0"A-4
A COFFER DETAIL
3/8" = 1'-0"A-4
B COFFER DETAIL B
REF.
WH
REF.
P
P
P
TV
TV
TV
TV
T
T
T
10'-0"
DB
A/C DISCONNECT
WP
GFI
EXH.
FAN
EXH.
FAN
WP
GFI
WP
GFI
GFI
GFI
GFI
GFI
GFI
GFIGFIGFI
GFI @
42" A.F.F.
GFI @
42" A.F.F.
UNDER
SINK
GFI
VP
VP
ELECTRIC METER200 AMP
PANEL
STUB OUT FOR
GARAGE DOOR
OPENER
SD
SD
SD
SDSD
GFI
GFI
GFI
GFI @
42" A.F.F.
3
3
KEYLESS
OPT.OPT.
OPT. OPT.
22"X36"
ATTIC ACCESS
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.)
A/H
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
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 2256 "L"
200 AMP SERVICE
TAG
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
QUANTITY PRODUCT
(24)
(2)
(3)
(X)
(5)
(X)
(X)
(2)
(X)
(1)
(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
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ELECTRICAL
# 2
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1/4" = 1'-0"
ELECTRICAL PLAN "L"
A
OPT.OPT. OPT.
OPT.OPT.
A
A A
A A
AA
AAA
A A
AA
A
AA
A
A
AA
A
A
A
A
H H
NOTE: VERIFY LOCATION
OF GFI PER DECO BANDING
B
B
BRASS FLOOR
OUTLET W/
SWITCH
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 @ 6" 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
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 3 ON A-6
TILE ROOF PER NOTE 4 ON A-6.
EMBEDDED STRAP AT EACH
TRUSS PER ROOF FRAMING PLAN.
FLASHING AND
DRIP EDGE PER NOTES
IN TABLE 2 ON A-6
WINDOW, SEE SCHEDULE AND PLAN.
PRECAST LINTEL
SEE FRAMING PLAN
WINDOW BUCKS SEE TABLE 2 ON A-6
1X4 P.T. BUCK W. BED OF
CONTINUOUS CAULK UNDER
PROVIDE VENTILATION
PER R806.1
8"X8" CONTINUOUS
BOND BEAM W/
1 #5, GROUT SOLID
WOOD TRUSSES @ 24" O.C. (TYPICAL)
DESIGNED BY DELEGATED TRUSS ENGINEER.
2X6 MIN. SUB FASCIA
4"
MIN
.
12"
MIN
.
1'-4
"
W
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.
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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A-6
SECTIONS
# 2
25
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MO
DEL
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LOT:
90
SU
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IVIS
ION:
TO
SC
ANA ISLE
S 6
0's
AD
DRS
: 3
80
MARAVIY
A B
LVD
D.R
.H.
#:
57
83
70
07
4G
CD
JO
B #
10
35
1
WH
49'-8"
15'-4" 1'-4" 19'-8" 3'-6" 9'-10"
22'-8" 6'-4" 20'-8"
36'-4" 13'-4"
12
'-6
1/2
"1
0'-3
"3
6'-7
1/2
"1
'-8
"2
'-0
"2
'-0
"
11'-0" 11'-8" 1'-4" 7'-4" 16'-0" 2'-4"
2'-4" 4'-1"
18
'-8
"2
9'-9
"
36'-4" 13'-4"
2'-1" 2'-7" 4'-1" 20'-10" 12'-2" 3'-5" 4'-6"
4'-0" 37'-0 1/2" 8'-7 1/2"
PAVER BY
OTHERS
LOWEST POINT OF GARAGE SHALL
BE CONSTRUCTED AT OR ABOVE
FLOOD ELEVATION
6" X 12" RECESS PER DETAILS THIS SHEET
A/C COMPRESSOR SHALL BE
INSTALLED AT OR ABOVE FLOOD
ELEV.
RECESS SGD 1-1/2" FOR CONCRETE LANAI.
RECESS 2-1/2" FOR PAVER LANAI OR WHERE
IMPACT WINDOWS ARE REQUIRED.
RECESS SGD 1-1/2" FOR
CONCRETE LANAI. RECESS
2-1/2" FOR PAVER LANAI OR
WHERE IMPACT WINDOWS
ARE REQUIRED.
SIN
K &
DIS
P
RUN CONDUIT FOR
ELECTRIC AT ISLAND RANG
E
PROVIDE 1/4" WATER
LINE @ REF. SPACE
FOR ICE MAKER
TIL
E S
HO
WER
RECES
S 3
-1/2
"
5'-0
" TUB
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 WITH "BORA CARE".
ELEV. @ 0'-0"
PAVER BY
OTHERSELEV. @ 0'-4"
ELEV. @ 0'-4"
INSTALL 1 3/8" THICK SOLID WOOD DOOR
BETWEEN LIVING AND GARAGE PER FLORIDA
BUILDING CODE R302.5.1.
2" SLO
PE
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.
16080 O.H. GARAGE DOOR
ELEV. @ 0'-4"
WASHER
49'-8"
65
'-1
"
21
'-6
"9
'-2
"1
2'-1
1"
21
'-6
"
1'-4
"8
"8
'-0
"9
'-6
"3
2'-7
"
8" 4'-4 1/2" 7 1/2"
21
'-1
0"
5'-0
"
20'-4" 12'-0" 4'-0"
2'-4
"8
'-0
"8
"
#5 BAR IN GROUTED CELL, LAP
25" WITH #5 DOWEL OUT OF
SLAB, WITH 7" HOOK INTO TOP
OF BOND BEAM
P
16" SQUARE MASONRY
COLUMNS W/ 4#5 VERT.& #3
TIES @ 8" O.C. GROUT
SOLID
F3
F3
P
F3
F3
F3
F3
F3
F3
F3 W
/ C
URB
F3 W
/ C
URB
F6A
F6A
63
'-1
"
7'-0"4'-0" 7'-5 1/2" 38'-2 1/2"
B
AA
AA
HB
HB
65
'-1
"
F3
F3
SAWCUT SLAB PER
DETAIL 5/S-3
F3
F3
A
AA
10'-0"BRASS FLOOR
OUTLET W/ SWITCH
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
"
8"X8" CONC. RIBBON
W/ 1 #5 ROD CONT.
1" 3"
8"
8"
PAVERSSAND
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
TYPE LENGTH WIDTH DEPTH
2'-6" 2'-6"
3'-0"3'-0"
3'-6"3'-6"
4'-0"4'-0"
5'-0"5'-0"
A
B
C
D
E
1'-0"
1'-0"
1'-0"
1'-2"
1'-2"
3-#5 3-#5
4-#5 4-#5
4-#5 4-#5
5-#5 5-#5
6-#5 6-#5
-
-
-
-
-
REMARKSLONG WAY SHORT WAY
BOTTOM REINF.
PAD FOOTING SCHEDULE
US
ED
FOUNDATION PLAN
PLAN NOTES:
1. TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0"
2. "F#" DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET.
3. # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET.
4. PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING
TO BOND BEAM.
5. ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY
EXTEND BEYOND FACE OF WALL.
6. FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/
DOOR SUPPLIER.
7. PROVIDE PRESSURE TREATED BUCKS AT WINDOWS/ DOORS PER DETAIL 7/S-3.
SCALE: 3/16" = 1'-0"
6"
10
"
GRADE
4" CONC. SLAB
(2) #5 RODS
CONT.
1'-0"
RECESS
3" CLEAR COVER1 #5
8"
8"
SCALE:
DATE:
DRAWN BY:
CHECKED BY:
PLAN:
REVISED:
DESIGN IN ACCORDANCE WITH THE RESIDENTIAL
FLORIDA BUILDING CODE 2017 - 6TH EDITION
As indicated
Z:\M
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S-1
FOUNDATION PLAN
# 2
25
6 L
MO
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LOT:
90
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IVIS
ION:
TO
SC
ANA ISLE
S 6
0's
AD
DRS
: 3
80
MARAVIY
A B
LVD
D.R
.H.
#:
57
83
70
07
4G
CD
JO
B #
10
35
1
1/4" = 1'-0"
FOUNDATION PLAN "L"
1/2" = 1'-0"
"F3" 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
1/2" = 1'-0"
"F6A" STEP DOWN
WH
A13
A12
A11
A10
A9
A8
A7
A6
A5
A4
HJ7 H
J7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
A2
A2
A1
F1
HJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
MG1
EJ7
EJ7
EJ7
D1
D2
D3
HJ5
CJ1
CJ3CJ1
CJ3A
EJ5
EJ5
EJ5
EJ5
A12A
A11A
A10A
A9A
A8A
A7A
A6A
A5A
A4A
A3
A1
B1
B2
B3
B3
B4
B4
B4
A
RID
GE
RID
GE
HIP
HIP
HIP
HIP
HIP
HIP
VAL
LEY
VAL
LEY
MASTER
SUITE
BEDROOM #2
BEDROOM #3 2 CAR GARAGE
DINING ROOM
GREAT ROOM
KITCHEN
LAUNDRY
LANAI
ENTRY
W.I.C.
BATH #2
MASTER
BATH
FOYER
PANTRY
RID
GE
#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
SEE DETAIL 9/S-3 WHERE LINTEL
AT LANAI/ENTRY INTERSECTS
MAIN WALL, TYPICAL
8F8-0B
8F8
-0B
8F16-1B/1T
EXTERIOR CEILING
PER 2/S-3
8F8-0B
8F8-0B 8F8-1B
8F8-0B
8F8-0B
8F16-1B/1T
8F8
-0B
8F8
-0B
8F8
-0B
8F8
-0BSEE DETAIL 9/S-3 WHERE LINTEL
AT LANAI/ENTRY INTERSECTS
MAIN WALL, TYPICAL
8F16-1B/1T
8F8
-1B
COFFERED CEILING
COFFERED CEILING
COFFERED
CEILING
COFFERED
CEILING
GARAGE SHALL BE SEPERATED FROM THE
RESIDENCE & ATTIC BY NOT LESS THAN 1/2"
GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
GARAGES BENEATH HABBITABLE ROOMS SHALL
BE SEPERATED 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.
8F8-1B SET AT GARGAE 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.
12'-0" CEILING
10'-0" FLAT CEILING10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
WHERE ROOF SHEATHING CONTACTS ONLY
THE EDGE OF ROOF TRUSSES, INSTALL
BEVELLED BLOCKING PER DETAIL THIS
SHEET ( DR HORTON REQUIREMENT)
(+33.5, -36.3) WIND
PRESSURES PER ASCE7-10,
160 MPH, EXPOSURE C, AND
COVERTED TO ALLOWABLE
STRESS DESIGN PRESSURES
USING 0.6W LOAD FACTOR.
(Vasd=124 MPH, RISK CAT II,
ENCLOSED, kd=0.85, H=15')
(+3
3.5
, -3
6.3
)(+
33.5
, -3
6.3
)
(+33.5, -36.3) (+29.4, -33.3)
(+2
9.4
, -3
3.3
)
(+33.5, -44.8)
(+3
3.5
, -44.8
)(+
33.5
, -36.3
)
8F8
-0B
(+28.2, -31.5)
(+33.5, -36.3)
(+33.5, -36.3)
(+33.5, -44.8)
8F8
-0B
8F8
-0B
(+3
3.5
, -3
6.3
)(+
33.5
, -3
6.3
)
W.I.C.10'-0" FLAT CEILING
10'-0" FLAT CEILING
10'-0" FLAT CEILING
8F1
6-1
B/1
T
1-HTT45 @ A13 W/ 5/8"
Ø ALLTHREAD, DRILL &
EPOXY 12" MIN EMBED
1-HTA16-18
@ A13
1-HTT45 W/ 5/8" Ø
ALLTHREAD, DRILL &
EPOXY 12" MIN
EMBED
1-HTA16-18,
TYPICAL
1-HTA16-18,
TYPICAL
1-HTA16-18
@ F1
1-HTA16-18
@ MG1
1-HTA16-18
@ F1
DUAL BEARING
KNEEWALL TO 12'-0"
1-HTA16-18
@ D1
HTA16-18 @ 32" O.C. @
INSIDE FACE OF GABLE
TRUSS
2 GABLE END BRACES
PER DETAIL 12/S-3
OUTLOOKERS PER
DETAIL 12/S-3
1
S-4
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
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 10/S-3.
4. ' ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR.
INSTRUCTIONS. 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.
PLAN NOTES:
1. ROOF AND FLOOR TRUSS BEARING ELEVATION VARIES,
SEE LEGEND.
2. ROOF AND FLOOR FRAMING SHALL BE WOOD TRUSSES
DESIGNED BYA DELEGATED TRUSS ENGINEER PER
DESIGN CRITERIA ON SHEET S-3.
3. PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS
SHEET.
4. FOR NAILING OF ROOF AND FLOOR DECK, SEE 1 AND 2
ON S-3.
5. 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE
DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET.
6. AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND
BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 11/S-3.
7. "SW" DENOTES PLYWOOD SHEARWALL PER SCHEDULE
THIS SHEET.
BEARING HEIGHT
= BEARING @ 10'-0"
= BEARING @ 12'-0"
ROOF SHEATHING
8d RING SHANK @
6" O.C.
16d NAILS
@ 8" O.C.
2" X () BLOCKING W/
BEVEL CUT TOP
ROOF TRUSS
BEVELLED BLOCKING DETAIL
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\T
OSCANA ISLE
S 6
0'S
\10351
LOT 9
0 2
256 L
R\R
EVIT
\10351 2
256 L
R.r
vt
S-2
ROOF FRAMING PLAN
# 2
25
6 L
MO
DEL
JWC
JSL
7/16/18
LOT:
90
SU
BD
IVIS
ION:
TO
SC
ANA ISLE
S 6
0's
AD
DRS
: 3
80
MARAVIY
A B
LVD
D.R
.H.
#:
57
83
70
07
4G
CD
JO
B #
10
35
1
1/4" = 1'-0"
ROOF FRAMING PLAN "L"
TRUSS BEARING CONDITIONS AND
STRAPPING IS BASED ON TRUSS
LAYOUT PREPARED BY BUILDERS
FIRST SOURCE, JOB # MASTER
DATED : 06/26/18 REVISED: NONE
