final layout - c:usersdwoodydesktop 0 m 160 exp c ext ... · g.c.d. # : 10363 model: block :...
TRANSCRIPT
EXPOSED TO WIND
EXPOSED TO WIND11'-0" CEILING
11'-0" CEILING
11'-0" CEILING
STEPOVERAHU
U:1314
U:1177
U:1225
U:1292
U:1292
U:1437
U:1374
U:1423
U:1423
LOADED FOR HEADERNON BEARING HEADER
LOADEDFORHEADER
NONBEARINGHEADER
U:1910
U:1498
U:1426
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1427
U:1498
U:1498
U:1498
U:1498
U:1498
U:1498
EXPOSEDTOWIND
U:1097
U:1170
U:1108
U:1208
U:1916
A*
A
CA*
AAA
A
AA
A*
A*
A01A
A02A
A03A
A04A
A05A
A06
A07
A08
A09
A10
H7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7
C1
C3
EJ7C
C1
C3
C5B
B04
B03
B02
H7
EJ7
C1
C3
EJ7B
C1
C3
C5A
EJ7
CJ6A
C04
H3
C1
C3
E3
E3
E3
H3
C1
C3
E3
E3
E3
E3
C1
C3
C1
C3
C02
C01
FG1
C03
H5
C3A
C3A
E3A
E3A
E3A
E3A
H5
E3A
E3A
E3A
B01
A20
D03
D02
D01
H9
C1
C3
C5
C1
C3
C5
EJ7
EJ7
EJ7
EJ7
A19
A18
A17
A16
A15
A13
A13
A13
A11
A11
A13
A13
A14
A13
A13
E3A
K01
K02
K03
K04
H7
H7
EJ7
EJ7
EJ7
EJ7
EJ7
C1
C3
EJ7B
C1
C3
C5A
EJ7
EJ7
EJ7
EJ7
EJ7
C1
C3
EJ7B
C1
C3
C5A
EJ7
V3
V5
V3
V5
10-08-00
10-08-00
18-08-00
10-00-00
50-00-00
67-04-00
8-003-00-00
71-00-00
69-00-00
2-00-00
71-00-002-00-00
8-04-00
4-05-00
14-08-00
12-06-00
2-00-00
14-08-00
2-00-00
11-10-00
2-00-00
14-04-00
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
2-00-00
2-00-00
2-00-00
2-00-00
1-05-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-00-00
5-04-00
1-00-00
5-09-08
3-11-00
1-00-00
1X1X
1X1X
1-02-08
1-02-08
39-04-00
1X1X
1X1X
1X1X1X1X1X1X
52-05-00
1X1X
2-00-00
3-09-13
5-09-08
12-01-081X1X
1X1X
5-09-08
2-00-00
2-00-00
2-00-00
2-00-00
1-02-08
1X1X
1X1X
6-00-00
6-00-00
19-00-00
31-00-00
8-00-00
3-09-13
3-09-13
20-00-00
5-09-08
50-00-00
3-09-13
13-09-08
7460
(1) PLY FLR. TRUSS
2245
THD28
0
CORNER HIP(1) PLY
K
Q
O
H
0
R
0
MSH422IF
F
765
9100
2385
7
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
4
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
1
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
1X1X
5
4-1
/16
"
2x4 T.C. MIN.
TILE ROOF
14 1/2" O/H
12
ELEV. 10'-0"
1X1X
14'-0" BEARING
10'-0" BEARING
Hatch Legend
CAUTION!!!
DO NOT ATTEMPT TO ERECTTRUSSES WITHOUT REFERRING TOTHE ENGINEERING DRAWINGS ANDBSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BEIN PLACE PRIOR TO LOADINGTRUSSES. (ie. SHEATHING,SHINGLES, ETC.)
ALL INTERIOR BEARING WALLSMUST BE IN PLACE PRIOR TOINSTALLING TRUSSES.
REFER TO FINAL ENGINEERINGSHEETS FOR THE FOLLOWING.
1) NUMBER OF GIRDER PLIES ANDNAILING SCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNINGBackcharges Will Not Be AcceptedRegardless of Fault Without PriorNotification By Customer Within 48
Hours And Investigation ByProBuild.
NO EXECPTIONS.
The General Contractor Is ResponsibleFor All Connections Other Than Truss
to Truss, Gable Shear Wall, AndConnections. Temporary and
Permanent Bracing, And Ceiling AndRoof Diaphragm Connections.
BEARING HEIGHT SCHEDULE
4408 Airport RoadPlant City, FL 33563Ph. (813) 305-1300Fax (813) 305-1301
IMPORTANT
This Drawing Must Be Approved AndReturned Before Fabrication Will
Begin. For Your Protection Check AllDimensions And Conditions Prior To
Approval Of Plan.SIGNATURE BELOW INDICATES ALLNOTES AND DIMENSIONS HAVE
BEEN ACCEPTED.
By __________________Date_______
ROOF LOADING
TCLL:
TCDL:
BCDL:
TOTAL:
DURATION:
PSF
PSF
PSF
PSF
FLOOR LOADING
TCLL:
TCDL:
BCDL:
TOTAL:
DURATION:
PSF
PSF
PSF
PSF
VERIFY ALL DIMENSIONS AND CEILING CONDITIONS PRIOR TO APPROVALSOME CEILING FRAMING REQUIRED IN FIELD BY BUILDER
20
50
20
1.25
10
2.
REVISIONS:
4.
3.
1.
MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-10ENCLOSEDEXPOSURE CATEGORY COCCUPANCY CATEGORY IIWIND LOAD 160 MPHWIND IMPORTANCE FACTOR 1.00TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOADNONCONCURRENT WITH ANY OTHER LIVE LOADS
ROOF PITCH: 5/12
CEILING PITCH: 0/12
TOP CHORD SIZE: 2 X 4
BOTTOM CHORD SIZE: 2 X 4
OVERHANG LENGTH: .
END CUT: Plumb
CANTILEVER: 1'-2 1/2"
TRUSS SPACING: 24"
BUILDING CODE: FRC2017
55
5
40
1.00
10
.
CITY: .
.
SCALE:
MODEL:
ADDRESS:
PLAN DATE:
SUBDIVISION:
JOB # :
2540 M
1/4"=1'-0"
DRAWN BY:
BUILDER:
DATE:
MASTER
PROJECT:
D.W.
02/08/18
LOT / BLOCK:
2540 M 160 EXP CEXT LANAI LH
.
01/09/14
DR. Horton
DATE:
06-21-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA IS
LES
60's
RESI
DENC
E FO
R:
G.C.
D. #
: 103
63
LOT:
31M
ODEL
:BL
OCK
:
ADDR
ESS:
223 T
OSCA
VILL
A BL
VD
SPEC
A-1 M
ELEVATION
3/16" = 1'-0"
2540
M W
/ EXT
LAN
AI
D.R.
H # :
5783
7010
5
AutoCAD SHX Text
%%U%%OREAR ELEVATION: "M"%%O
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SCALE: 3/16" = 1'-0"
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TOP OF BOND BEAM
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12
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5
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12
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5
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TYP.
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ELEV @ 10'-0" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP OF BOND BEAM
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TOP @ 8'-0"
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MITERGLASS
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BOTTOM @ 2'-0"
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TYP.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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3-4080 SL. GL. DR.
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ELEV @ 10'-0" A.F.F.
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%%U%%ORIGHT ELEVATION: "M"%%O
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SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
CANTILEVER
AutoCAD SHX Text
TRUSS
AutoCAD SHX Text
25 SH
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
AutoCAD SHX Text
TYP.
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CANTILEVER
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TRUSS
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12
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5
AutoCAD SHX Text
12
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5
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ELEV @ 10'-0" A.F.F.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
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%%U%%OLEFT ELEVATION: "M"%%O
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SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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%%U%%OFRONT ELEVATION: "M"%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
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TYP.
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ELEV @ 10'-0" A.F.F.
AutoCAD SHX Text
TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
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16080 OH. GARAGE DOOR
AutoCAD SHX Text
25 SH
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8080 OH. GARAGE DOOR
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3080 ENTRY DOOR
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
CANTILEVER
AutoCAD SHX Text
TRUSS
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
ELEV @ 14'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
HEEL TO MATCH ROOF PLANE
AutoCAD SHX Text
25 SH
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
W/ SIDELITE
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ELEV @ 10'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
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ELEV @ 10'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
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2-35 SH
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35 SH
AutoCAD SHX Text
FIXED GLASS
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ALLOW 2" FOR HURRICANE SHUTTER ATTACHMENT
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%%U%%OTYPICAL WINDOW BANDING DETAIL%%O
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B1
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B3
AutoCAD SHX Text
B6
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B5
AutoCAD SHX Text
A1
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B7
AutoCAD SHX Text
WATER TABLE
AutoCAD SHX Text
BANDING DETAILS
AutoCAD SHX Text
E2
AutoCAD SHX Text
E1
AutoCAD SHX Text
D1
AutoCAD SHX Text
D2
AutoCAD SHX Text
C3
AutoCAD SHX Text
D5
AutoCAD SHX Text
A3
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A4
AutoCAD SHX Text
C2
AutoCAD SHX Text
A2
AutoCAD SHX Text
C1
AutoCAD SHX Text
3010 FIXED GLASS
AutoCAD SHX Text
%%U%%OSOFFIT DETAIL%%O
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
CANTILEVER
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
SEE STRUCTURAL
AutoCAD SHX Text
FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6
AutoCAD SHX Text
2880 DR.
DATE:
06-21-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA IS
LES
60's
RESI
DENC
E FO
R:
G.C.
D. #
: 103
63
LOT:
31M
ODEL
:BL
OCK
:
ADDR
ESS:
223 T
OSCA
VILL
A BL
VD
SPEC
A-2 M
SLAB & PLUMBING
3/16" = 1'-0"
2540
M W
/ EXT
LAN
AI
D.R.
H # :
5783
7010
5
AutoCAD SHX Text
%%USIDE ELEVATION
AutoCAD SHX Text
%%UFRONT ELEVATION
AutoCAD SHX Text
%%UWATER CLOSET CLEARANCE DETAIL
AutoCAD SHX Text
%%USIDE ELEVATION
AutoCAD SHX Text
%%UFRONT ELEVATION
AutoCAD SHX Text
%%UVANITY SINK CLEARANCE DETAIL
AutoCAD SHX Text
KICK PLATE
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
FAUCET
AutoCAD SHX Text
MIRROR
AutoCAD SHX Text
FAUCET
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
SLOPED CEILING
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
ELEV @ -4"
AutoCAD SHX Text
2" SLOPE
AutoCAD SHX Text
A/C COMPRESSOR SHALL BE INSTALLED AT OR ABOVE FLOOD ELEV.
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
TILE SHWR.
AutoCAD SHX Text
3 1/2" RECESS
AutoCAD SHX Text
%%U%%OSLAB & PLUMBING PLAN: "M"%%O
AutoCAD SHX Text
SCALE: 3/16"=1'-0"
AutoCAD SHX Text
W/H
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HB.
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OPT.
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L.T.
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RECESS
AutoCAD SHX Text
ELEV @ -4"
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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
AutoCAD SHX Text
2" SLOPE
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6" X 12" RECESS
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SEE DETAIL
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8'-0" X 8'-0" O.H. GAR. DOOR
AutoCAD SHX Text
SEE DETAIL
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6" X 12" RECESS
AutoCAD SHX Text
RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.
AutoCAD SHX Text
4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
AutoCAD SHX Text
ELEVATION @ 0'-0"
AutoCAD SHX Text
RUN ELECTRIC IN
AutoCAD SHX Text
CONDUIT FOR
AutoCAD SHX Text
KITCHEN ISLAND
AutoCAD SHX Text
LINE @ REF. SPACE
AutoCAD SHX Text
PROVIDE 1/4" WATER
AutoCAD SHX Text
FOR ICE MAKER
AutoCAD SHX Text
16'-0" X 8'-0" O.H. GARAGE DOOR
AutoCAD SHX Text
ELEV @ -4"
AutoCAD SHX Text
ELEV @ -4"
AutoCAD SHX Text
PAVERS BY OTHERS
AutoCAD SHX Text
TILE SHWR.
AutoCAD SHX Text
3 1/2" RECESS
AutoCAD SHX Text
TILE SHWR.
AutoCAD SHX Text
3 1/2" RECESS
AutoCAD SHX Text
3-1/2"
AutoCAD SHX Text
RECESS
AutoCAD SHX Text
5'-0" TUB
AutoCAD SHX Text
INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
AutoCAD SHX Text
HB.
AutoCAD SHX Text
HB.
AutoCAD SHX Text
INSTALL OUTDOOR KITCHEN & SINK
AutoCAD SHX Text
BRASS FLOOR OUTLET W/ SWITCH
DATE:
06-21-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
3/16" = 1'-0"
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA IS
LES
60's
RESI
DENC
E FO
R:
G.C.
D. #
: 103
63
LOT:
31M
ODEL
:BL
OCK
:
ADDR
ESS:
223 T
OSCA
VILL
A BL
VD
SPEC
D R HORTON
D R HORTON
FLOOR
A-3 M
2540
M W
/ EXT
LAN
AI
D.R.
H # :
5783
7010
5
AutoCAD SHX Text
SQUARE FOOTAGE
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LIVING AREA
AutoCAD SHX Text
GARAGE AREA
AutoCAD SHX Text
LANAI AREA
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ENTRY AREA
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TOTAL AREA
AutoCAD SHX Text
2563
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632
AutoCAD SHX Text
452
AutoCAD SHX Text
58
AutoCAD SHX Text
3705
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------------------------------
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-----------------------------
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-------------------------------
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------------------------------
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-------------------------------
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%%U%%OPOOL
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%%U%%OBATH
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SH
AutoCAD SHX Text
35
AutoCAD SHX Text
25
AutoCAD SHX Text
SH
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3-4080
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SL. GL. DR.
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SL. GL. DOOR
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MARK
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SIZE
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CODE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PRODUCT
AutoCAD SHX Text
QTY
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D
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C
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B
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A
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E
AutoCAD SHX Text
F
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COMMENTS
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SEE NOTE 1
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WIDTH
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HEIGHT
AutoCAD SHX Text
54
AutoCAD SHX Text
63
AutoCAD SHX Text
38
AutoCAD SHX Text
63
AutoCAD SHX Text
146
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96
AutoCAD SHX Text
1
AutoCAD SHX Text
11
AutoCAD SHX Text
3
AutoCAD SHX Text
1
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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
AutoCAD SHX Text
DISTINCTION
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3080
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ENTRY DR.
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OVERHEAD
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DISTINCTION
AutoCAD SHX Text
2880
AutoCAD SHX Text
ENTRY DR.
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WIDTH
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HEIGHT
AutoCAD SHX Text
MARK
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SIZE
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CODE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PRODUCT
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QTY
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1
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2
AutoCAD SHX Text
3
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COMMENTS
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SEE NOTE 1
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OVERHEAD
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GARAGE DOOR
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192
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96
AutoCAD SHX Text
96
AutoCAD SHX Text
96
AutoCAD SHX Text
36
AutoCAD SHX Text
96
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
4
AutoCAD SHX Text
32
AutoCAD SHX Text
96
AutoCAD SHX Text
1
AutoCAD SHX Text
GARAGE DOOR
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24" X 24"
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F.G.
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72" X 72"
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72
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72
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24
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24
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MITERED GLASS
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1
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FIXED GLASS
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TOP @ 8'-0"
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BOTTOM @ 2'-0"
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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F
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4
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2
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TOP @ 8'-0"
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BOTTOM @ 2'-0"
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MITERED GLASS
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H
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I
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1
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SH
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2-35
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108
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63
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2'-0"
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2'-0"
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%%u%%oM. BATH
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%%u%%oFOYER
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%%u%%oMASTER SUITE
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COFFERED CEILING
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%%u%%oENTRY
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14'-0" FLAT
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CEILING
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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%%u%%oLANAI
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10'-0" FLAT CEILING
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%%u%%oDINING ROOM
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10'-0" FLAT CEILING
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%%u%%oGREAT ROOM
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COFFERED CEILING
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%%U%%OPANTRY
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10'-0" CLG
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%%U%%ODEN
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #2
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10'-0" FLAT CEILING
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%%U%%OBATH #2
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10'-0" FLAT
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%%U%%O3 CAR GARAGE
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10'-0" FLAT CEILING
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COFFERED
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%%U%%OUTILITY
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10'-0" CLG
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%%U%%OW.I.C.
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%%U%%OW.I.C.
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%%U%%OBEDROOM #3
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10'-0" FLAT CEILING
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SEE NOTE 10
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SEE NOTE 9
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BETTER INSULATION
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MINIMUM R-13 OR
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22" X 36"
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ATTIC ACCESS
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2
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2
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2
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2
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2
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5
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2
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2
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2
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3
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3
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2
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2
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3
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3
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2
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3
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3
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O.H. CABINET
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D
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W
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12" VINYL SHELF
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12" VINYL SHELF
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12" VINYL SHELF
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12" VINYL SHELF
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12" VINYL SHELF
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5-16" SHELVES
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5-12" SHELVES
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TILE SHWR.
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REC. 3 1/2"
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MIRROR
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MIRROR
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12" VINYL SHELF
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12" VINYL SHELF
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TILE SHWR.
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REC. 3 1/2"
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LINEN
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LINEN
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EGRESS
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EGRESS
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EGRESS
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B
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B
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E
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E
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D
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1
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2
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B
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W/H
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HB.
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ARCH
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5-12" SHELVES
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5'-0" TUB
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MIRROR
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%%u%%oBATH #3
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%%u%%oPOWDER
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%%u%%oROOM
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2
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A/H
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OPTIONAL
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CABINETS
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OPT.
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L.T.
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HOLLOW DOT IS #5
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VERTICAL IN WINDOW SILL
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(NO VERTICALS IN HEADER)
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2
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H
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A
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EGRESS
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6" KNEE WALL
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COUNTER TOP AT 36" A.F.F.
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6" KNEE WALL
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34 1/2" TALL
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42" KNEEWALL GLASS ABOVE
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10'-0" FLAT CEILING
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CEILING
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10'-0" FLAT CEILING
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TB
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TOWEL BAR
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TP
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TOILET PAPER
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TOWEL BAR
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TOILET PAPER ROLL
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BATHROOM NOTES
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ALL BLOCKING TO BE PT IN SHOWERS
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ALL TUB DECKS @ 21" A.F.F.
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TILE
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1/4 DURK
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3/4 PYW.
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MUD SET BY PLUMBER
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SHWR.
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GLS.
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TUB WALL DETAIL
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**** NOTE: ****
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STUB OUT FOR GAS @ OUTDOOR KITCHEN,
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RANGE, WATER HEATER, AND DRYER. VERIFY
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WITH CONTRACT AND SUBDIV. SPECS.
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VINYL SHELF NOTES:
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1) ALL CLOSET SHELVES TO BE 12"
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2) ALL PANTRY & LINEN TO BE (4) 16"
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SHELVES 18" O.F.F. WITH 15" INCREMENT.
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CABINET BACKING
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KITCHEN UPPER TOP @ 84" BASE TOP @35"
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MASTER BATH UPPER BASE- TOP @35"
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GUEST BATH UPPER BASE- TOP @31"
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LAUNDRY RM. UPPER TOP @84" BASE
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DOOR HEADERS
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6'-8" BIFOLD
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6'-8" SWING
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8'-0" SWING
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HEADER HEIGHT
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82" A.F.F.
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HEADER HEIGHT
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HEADER HEIGHT
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82 1/2" A.F.F.
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98 1/2" A.F.F.
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PLAN NOTES
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
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1)
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.
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5)
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3)
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4)
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NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
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VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
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ALL WINDOWS INSTALL 72" ABOVE GRADE MUST COMPLY WITH R 312.2.1 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE
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9)
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KITCHEN KNEE WALL TO BE FRAMED W/ TOP @ 41 1/2" A.F.F. W/ RAISED BAR TOP
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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 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
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PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.
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PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
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INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS
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7)
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8)
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2)
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6)
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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
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10)
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11)
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STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE, WATER HEATER, AND DRYER. VERIFY WITH CONTRACTOR AND SUBDIV. SPECS. A SEPARATE PERMIT IS REQUIRED FOR GAS PIPING.
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12)
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ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.
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13)
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REF. SPACE
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2
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%%U%%OFLOOR PLAN %%O "M"
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SCALE: 3/16"=1'-0"
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3
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I
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1
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36" X 12"
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F.G.
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36
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12
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C
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SAFETY GLAZED
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ESCAPE
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1
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12" X 96"
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SIDE LITE
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12
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96
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ARCH
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MARK
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1
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INTERIOR DOOR SCHEDULE
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DOOR WIDTH
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3'-0"
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2'-8"
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2'-6"
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2'-4"
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2'-0"
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1'-8"
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1'-6"
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2
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3
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4
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5
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6
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7
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PK. = POCKET DOOR
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B.F. = BI-FOLD DOOR
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B.P. = BI-PASS DOOR
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HB.
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HB.
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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SINK & DISP
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DW.
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RANGE
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CEILING
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2
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A-3
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FOYER/HALL DETAIL
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CEILING
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1
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A-3
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BEDROOM #2 HALL DETAIL
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CEILING
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5
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A-3
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BEDROOM #3 HALL DETAIL
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CEILING
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4
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A-3
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MASTER SUITE DETAIL
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CEILING
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3
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A-3
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DEN ARCH DETAIL
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1
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A-3
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2
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A-3
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4
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A-3
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2
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A-3
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3
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A-3
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5
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A-3
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%%u%%oKITCHEN
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10'-0" FLAT
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%%u%%oGREAT ROOM
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COFFERED CEILING
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%%U%%OPANTRY
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2
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CEILING
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REF. SPACE
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LINEN
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D
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3
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A-3
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2
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COOKTOP W/ OPTIONAL KITCHEN
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DBL OVEN W/ OPT. KITCHEN
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6" KNEE WALL
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6" KNEE WALL
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SINK & DISP
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COUNTER TOP AT 36" A.F.F.
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34 1/2" TALL
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%%U%%OALTERNATE KITCHEN OPTION:%%O
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SCALE: 3/16"=1'-0"
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DW.
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DBL OVEN W/ OPT. KITCHEN
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INSTALL OUTDOOR KITCHEN & SINK
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SAFETY GLAZED
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SAFETY GLAZED
DATE:
06-21-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA IS
LES
60's
RESI
DENC
E FO
R:
G.C.
D. #
: 103
63
LOT:
31M
ODEL
:BL
OCK
:
ADDR
ESS:
223 T
OSCA
VILL
A BL
VD
SPEC
A-4 M
CEILING PLAN
3/16"=1'-0"
2540
M W
/ EXT
LAN
AI
D.R.
H # :
5783
7010
5
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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ATTIC AREA
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ATTIC VENTILATION
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(ATTIC AREA 1/150)
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VENTILATION REQUIRED
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24.71 SQ. FT.
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3707 SQ. FT.
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WITHOUT OFF RIDGE VENTS
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VENTILATION REQUIRED
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WITH OFF RIDGE VENTS
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OFF RIDGE EXHAUST VENT SIZES
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%%U(AREA NET FREE SQUARE FEET)
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 150 = vented sq. ft.
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 300 = vented sq. ft
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(FBC R806)
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SCALE: 1/4"=1'-0"
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(ATTIC AREA 1/300 INSTALL PER
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FBC R806.2 MINIMUM AREA REQUIREMENTS)
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.38 SQ. FT.
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FREE AREA
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1 SQ. FT.
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FREE AREA
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1.45 SQ. FT.
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FREE AREA
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1
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verify venting requirements
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with energy calculations
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square footage
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soffit vents
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mark
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off ridge vents
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total ventilation
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MIN AIR FLOW OF SOFFIT
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7.0%%%
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O.R.V. NOT USED
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MIN AIR FLOW OF SOFFIT
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(O.R.V.)
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ROOF & CEILING PLAN: "M"
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SCALE: 3/16" = 1'-0"
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10'-0" FLAT CEILING
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%%u%%oDINING ROOM
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10'-0" FLAT CEILING
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%%u%%oLANAI
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COFFERED CEILING
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%%u%%oMASTER SUITE
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COFFERED CEILING
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%%u%%oGREAT ROOM
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10'-0" FLAT
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%%u%%oKITCHEN
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%%U%%OPANTRY
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10'-0" CLG
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #2
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10'-0" FLAT CEILING
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%%u%%oM. BATH
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10'-0" CLG
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%%U%%OUTILITY
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10'-0" FLAT CEILING
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%%U%%OBATH #2
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%%u%%oROOM
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%%u%%oPOWDER
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%%U%%ODEN
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10'-0" FLAT CEILING
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%%U%%OBATH #3
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #3
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CEILING
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14'-0" FLAT
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%%u%%oENTRY
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%%U%%O3 CAR GARAGE
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10'-0" FLAT CEILING
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%%U%%OW.I.C.
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%%U%%OW.I.C.
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%%u%%oFOYER
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COFFERED
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CEILING
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HIP
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VALLEY
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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RIDGE
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RIDGE
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RIDGE
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VALLEY
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HIP
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RIDGE
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10'-0" FLAT CEILING
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W/H
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HB.
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OPT.
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L.T.
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10'-0" FLAT CEILING
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BARREL ARCH
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BARREL ARCH
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BARREL ARCH
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= BEARING @ 10'-0" A.F.F.
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BEARING HEIGHT
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= INTERIOR BEARING @ 10'-0" A.F.F.
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ELEVATION @ WALL
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ELEVATION @ +12"
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A
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A-4
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COFFER DETAIL "A"
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SCALE: N.T.S.
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= BEARING @ 14'-0" A.F.F.
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HB.
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HB.
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CEILING
DATE:
06-21-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA IS
LES
60's
RESI
DENC
E FO
R:
G.C.
D. #
: 103
63
LOT:
31M
ODEL
:BL
OCK
:
ADDR
ESS:
223 T
OSCA
VILL
A BL
VD
SPEC
A-5 M
ELECTRICAL
3/16" = 1'-0"
2540
M W
/ EXT
LAN
AI
D.R.
H # :
5783
7010
5
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E
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EXH.
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FAN
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OPT.
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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OPT.
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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GFI
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WP
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SCALE: 3/16" = 1'-0"
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%%U%%OELECTRICAL PLAN: "M"%%O
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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GFI
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W/H
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HB.
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OPT.
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L.T.
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F
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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SD
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M
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OPT.
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M
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OPT.
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A
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EXH.
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FAN
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A
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F
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GFI
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VP
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B
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EXH.
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FAN
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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GFI
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VP
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COACH
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M
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OPT.
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B
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F
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42 A.F.F.
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STRUCTURED
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WIRE BOX
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W/ 110 OUTLET
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A
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STUB OUT FOR
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GARAGE DR OPENER
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OPT.
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OPT.
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200 AMP. ELEC
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PANEL BOX
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VERIFY LOC.
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42 A.F.F.
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A/C DISCONNECT
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OPT.
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H
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FLOOD LIGHT SWITCH
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IN FOYER
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FLOOD LIGHT SWITCH
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IN FOYER
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LIGHT
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STUB OUT FOR
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GARAGE DR OPENER
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L
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OPT.
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H
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H
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TO OPT.
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LIGHTS
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METER
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VERIFY LOC.
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KEYLESS
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A
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GFI
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WP
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D.B.
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NOTE: VERIFY LOCATION
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OF GFI PER
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DECO BANDING
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SD
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O
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FAN (TYP.)
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PRE-WIRE FOR
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SD
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TV
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GFI
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B
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F
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SD
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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SD
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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3
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TO OPT.
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LIGHTS
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FAN (TYP.)
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PRE-WIRE FOR
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C
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FAN
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GFI
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WP
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GFI
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GFI
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GFI
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p
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p
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p
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OUTLET &
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SWITCH FOR
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DW/DISP.
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A
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A
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GFI
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WP
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GFI
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SD
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A/H DISC
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SWITCH
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L
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OPT.
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EXH.
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FAN
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EXH.
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FAN
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EXH.
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VP
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M
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OPT.
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3
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3
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A
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A
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A
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A
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A
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A
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SD
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K
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P
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OPT.
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3
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A
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A
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A
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A
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A
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A
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A
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A
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3
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3
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A
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A
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A
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A
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A
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A
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A
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3
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3
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3
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3
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3
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3
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A
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A
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A
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A
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GFI
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WP
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3
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3
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A
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Electrical Notes:
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All outlets in wet areas and all exterior outlets to be GFI's
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All electrical equipment to be set at or above base flood elevation.
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Install Arc-Fault circuit-Interrupters & Tamper-Resistant Receptacles
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shall be installed in dwelling unit. per NEC 210.12 & 406.11
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Install Phone & T.V per contract .
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INSTALL ALL ELECTRICAL PER NEC 2014
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SURFACE MOUNTED CEILING LIGHT
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TELEVISION RECEPTION OUTLET
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AC/DC SMOKE DETECTOR
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TO BE INTERCONNECTED
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WALL MTD. BRACKET LIGHT
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3 WAY SWITCH
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DIMMER SWITCH
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GFI SWITCH
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TELEPHONE OUTLET
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SINGLE POLE SWITCH
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A/C DISCONNECT
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DUPLEX FLOOD LIGHT
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TRACK MTD. LIGHTS
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EXHAUST FAN
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PUSH BUTTON
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RECESSED LIGHT
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1/2 SWITCHED DUPLEX OUTLET
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DUPLEX RECEPTACLE OUTLET
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4-PLEX RECEPTACLE OUTLET
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220 V RECEPTACLE OUTLET
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SINGLE RECEPTACLE OUTLET
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DUPLEX RECETACLE @ ELEV. A.F.F.
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ELECTRICAL PANEL
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ELECTRICAL METER
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120 V JUNCTION BOX
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T
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TIMER SWITCH
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J
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GFI
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D
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3
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SD
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TV
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ELECTRICAL LEGEND
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2' UNDER COUNTER LIGHT
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4' FLUORESCENT LIGHT
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K
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P
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KEYPAD
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ANY RESIDENT HAVING A FOSSIL-BURNING
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HEATER OR APPLIANCE, A FIREPLACE, OR
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AN ATTACHED GARAGE SHALL HAVE AN
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OPERATIONAL CARBON MONOXIDE ALARM
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INSTALLED WITHIN 10 FEET OF EACH
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ROOM USED FOR SLEEPING PERPOSES.
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PER RULE 9B-3.04.72
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DB= DOOR BELL
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POWER CO.
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200 AMP ELECTRICAL RISER DIAGRAM
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#6 CU MIN. TO (2) GROUND RODS,
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AT LEAST 6FT APART.
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(2) 4/0 AL & (1) 1/0 AL
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OR CU EQUIVALENT.
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M
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200 AMP.
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PANEL
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200 Amp Service
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A
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TAG
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QUANTITY
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PRODUCT
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B
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C
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D
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E
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F
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G
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H
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J
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K
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N
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O
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P
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(31)
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(3)
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(1)
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(X)
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(1)
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(2)
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NOT USED
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(2)
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(X)
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(1)
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(1)
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(X)
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(3)
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(X)
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36" 4 Lt
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24" 3 Lt
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10" Mushrooms
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Pendant/Nook
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Vapors
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Recessed Cans
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Coach Lights
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Coach Lights
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J BOX
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5lt Chandelier
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3 Lt
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Pendant Light
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L
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M
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(2)
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(2)
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4' Fluorescent
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2' Fluorescent
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HB.
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HB.
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SD
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A
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A
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A
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SCD
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SD (SMOKE DETECTOR)
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SCD (CARBON MONOXIDE/SMOKE DETECTOR
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BRASS FLOOR OUTLET W/ SWITCH
DATE:
06-21-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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RESIDENTIAL SPECIFICATIONS
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GENERAL NOTES
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1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT
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THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL
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REPORT ALL DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING
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2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK
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HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO
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3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED
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TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR
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FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000
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PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO
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SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT
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4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE
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5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB
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SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,
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PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR
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STRUCTURAL DRAWINGS.
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DETAIL IS SHOWN.
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CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.
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ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,
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ATTACH AND ACCOMMODATE OTHER WORK.
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THE DESIGNER PRIOR TO COMMENCING WORK.
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SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON
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THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE
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NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.
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6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE
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ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS
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ALL WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,
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8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER
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THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY
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TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF
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SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
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SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY
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AND EQUIVALENT STRENGTH PRODUCT.
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7. TREATED WOOD REQUIREMENTS:-
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OR NATURALLY RESISTANT TO DECAY.
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ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR
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PRESSURE TREATED.
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9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.
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SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
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1
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10. LANAI CEILINGS & COVERED ENTRY CEILINGS
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1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"
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EXTERIOR GYPBOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL
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SCREWS @ 6" oc EDGE AND FIELD.
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3
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4
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FLOOR SHEATHING AT 2ND FLOOR
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A.P.A. RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES
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5
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SPAN RATING 48/24 OR BETTER, GLUED AND NAILED
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SHINGLES
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15# felt shall be installed under asphalt shingles. All asphalt
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shingles shall have self sealing strips or be interlocking and
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comply with ASTM D 225 or D3462, and shall be secured to the
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roof with no less than 6 fasteners per shingle strip, or a minimum
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of 2 fasteners per shingle tab. And shall in no case be fastened
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with less fasteners than that required by the manufacture.
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Installation shall comply with the manufactures requirements for
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installation in the given Florida wind zone, as determined by
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ASTM D 3161.
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FASTENERS
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Fasteners for asphalt shingles shall comply with ASTM F 1667, and
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shall be made of galvanized steel, stainless steel or aluminum with
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a minimum shank size of 12 gage (0.105 inches)with a minimum 3/8 inch
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diameter head and shall be of a length to penetrate the
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sheathing.
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The nail component of plastic cap nails shall meet or exceed the
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requirements of ASTM A 641, Class I, or equal, and shall be
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corrosion resistant by coating electro galvanization, mechanical
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galvanization, hot dipped galvanization or shall be made of
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stainless steel, non ferrous metal.
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ASPHALT SHINGLE ROOF SPEC'S
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CLAY AND CONCRETE TILE ROOF SPECS
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THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY
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WITH THE PROVISIONS OF R905.3 F.B.C.
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MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT
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MANUFACTURER'S IDENTIFICATION MARK.
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APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN
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APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL
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INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:
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1. TILE PLACEMENT AND SPACING,
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2. ATTACHMENT SYSTEM NECESSARY TO
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A. AMOUNT AND PLACEMENT OF MORTAR
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B. AMOUNT AND PLACEMENT OF ADHESIVE,
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C. TYPE, NUMBER, SIZE, AND LENGTH OF FASTENERS AND CLIPS.
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3. UNDERLAYMENT
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4. SLOPE REQUIREMENT.
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INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE
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LAYER APPLICATION UNDER TILE ROOF.
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ROOF SHEATHING
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SHEETS SHALL BE MAINTAINED. INSTALL "H" CLIPS AT UNSUPPORTED PANEL EDGES.
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FLASHING
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FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL .0179 INCHES
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THICK, 26 GAGE AZ50 ALUM ZINC, OR GALVANIZED STEEL .0179 INCHES THICK, 26 GAGE
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ZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
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SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND
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INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
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SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
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DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT
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GENERAL ROOF ASSEMBLY
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2
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INSTALL PANELS WITH LONG
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DRIP EDGE
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DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,
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LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2"
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BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP
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EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A
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MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
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COMPLY WITH CURRENT WIND CODE,
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NOTE:EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE RADIANT BARRIER AND HOUSE WRAP.
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RADIANT BARRIER:
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SCALE: N.T.S.
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ATTIC
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EXTERIOR
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GABLE WALL
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EXTERIOR STUD WALL OR TRUSS
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EXTERIOR PLYWOOD W/ RADIANT BARRIER ON ATTIC SIDE
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HOUSE WRAP
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ROOF
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RADIANT BARRIER GLUED TO PLYWOOD
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TOP CHORD
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ATTIC
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EXTERIOR
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SLOPE TO EXTERIOR
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2
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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GRADE
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8"X8"X16" CONC. BLOCK
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R=30 FIBERGLASS
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INSUL.
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1X4 P.T. STRIP.
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SIZE AND REINFORCING.
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FOUNDATION PLAN FOR
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CONCRETE FOOTING SEE
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WINDOW, SEE SCHEDULE AND PLAN.
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PER NOTE 9 IN
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DRYWALL CEILING
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TABLE 1 ON A-6
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SEE ENGINEERING
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PRECAST LINTEL
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 2 ON A-6
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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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WOOD TRUSSES @ 24" O.C. (TYPICAL)
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DESIGNED BY DELEGATED TRUSS ENGINEER.
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ROOF SHEATHING PER SCHEDULE 2/S-3
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TILE ROOF PER NOTE 4 ON A-6.
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AND PER NOTES IN TABLE 2 ON A-6
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1X4 P.T. BUCK W/ BED
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OF CONTINOUS CAULK
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UNDER, SEE 13/S-3
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SILL SET IN MORTAR
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PRECAST CONCRETE SILL
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DECORATIVE CEMENT FINISH
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PER ASTMC-926
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8"X8" CONTINUOUS
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SEE ENGINEERING
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BOND BEAM
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VENTED ALLUM SOFFIT
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SHALL MEET R703.1.2.1
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-3
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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CORNER OF
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MID WALL
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FELT STRIP
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BUILDING
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CORNER BEAD
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WEEP SCREED
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FELT STRIP
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WIRE LATH
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EXPANSION JOINT
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OVER FELT
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OVER FELT STRIP
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BUILDING
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BUILDING
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FELT STRIP
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EXPANSION JOINT
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CORNER OF
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BUILDING
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MASONRY WALL
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OVER WIRE LATH
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EXPANSION JOINT
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OVER BLOCK WALL
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OVER WIRE LATH
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EXPANSION JOINT
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DECO. TEXTURED FINISH
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OVER WIRE LATH
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DECO. TEXTURED FINISH
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FRAME WALL
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FELT OVER
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FRAME WALL
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WIRE LATH
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OVER FELT
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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WIRE LATH OVER
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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FRAME WALL
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FELT PAPER
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MITER OVER SCREED
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WIRE THE CONTROL
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JOINT TO LATH WITH
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18 GA. GALVANIZED
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WIRE AT 7' O.C. MAX.
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AMICO M-TYPE
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CONTROL JOINT
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AMCJM-780 OR
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APPROVED EQUAL
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OVER LATH (CUT
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LATH BEHIND
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CONTROL JOINT 1/4'
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MIN. GAP) LOCATE
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OVER STUD ONLY
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AND PER NOTE 1
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FULLY EMBED BACK FACE
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OF WEEP SCREED IN
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CAULK. LET OOZE OUT AT
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CORNER AND SCREED 2"
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MIN. WIDTH
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MITER OUT CORNER
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BEAD AT
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MID WALL
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WEEP SCREED
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*
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NOTE 1:
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MAX OF 144 SQ. FT.
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BETWEEN CONTROL
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JOINTS. NOT GREATER
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THAN 18'-0"O.C. MAX
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AREA RATIO OF
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CONTROL JOINTS-2-2/1 TO 1
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(AT WOOD
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FRAME ONLY)
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*
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CAULK CENTER JOINT
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IN MID WALL WEEP
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SCREED 2" IN EA.
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DIRECTION AT CORNER
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WOOD FRAME
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MASONRY WALL
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%%UMASONRY WALL
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%%UMASONRY WALL
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MASONRY WALL
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%%UWEEP SCREED DETAIL
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INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
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WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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MASONRY NAIL
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6" WIDE FELT
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METAL LATH
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MASONRY WALL
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PAPER BACK
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WALL SHEATHING
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WITH HOUSE WRAP
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OR ZIP SYSTEM
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WALL SHEATHING
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WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS
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C
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L
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FELT AND
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WEEP SCREED
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%%UMID WALL WEEP SCREED DETAIL
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OVER
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WITH FELT
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FRAME WALL
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WIRE LATH
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WOOD FRAME
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MASONRY WALL
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SCALE: N.T.S.
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%%UPAN FLASHING PER R703.4
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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 or protection at the head and sides.
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"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 n Stick Flashing Membrane - Fluid Applied Flashing For such products, follow the manufacturer's installation instructions.
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INSTALL "PAN" FLASHING AT THE SILL
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WHERE "PAN" FLASHING IS USED AT THE SILL, ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
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EXTERIOR WALL
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OPENING FOR WINDOW OR DOOR
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THE FLASHING INSTRUCTIONS FROM THE WINDOW / DOOR MFR., OR THE FLASHING MFR., SHALL SUPERCEDE THIS DETAIL.
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For in-depth flashing installation instructions, refer to the following publications: FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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FINISH FLOOR
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5.7 SQ. CLEAR OPENING
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MINIMUM EGRESS WINDOW DETAIL
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R310.2.1 MINIMUM OPENING AREA:- ALL EMERGENCY ESCAPE AND RESCUE ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQAURE FEET (0.530 m² ). ). EXCEPTION:- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.465 m² ). ). R310.2.1 MINIMUM OPENING HEIGHT:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610mm). R310.2.1 MINIMUM OPENING WIDTH:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508mm). R310.1.1 OPERATIONAL CONSTRAINTS:- EMERGENCY ESCAPE AND RESCUE 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 THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET (0.84 m² ), WITH A MINIMUM HORIZONTAL ), 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.
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2X6 MIN. SUB FASCIA
DATE:
06-21-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA IS
LES
60's
RESI
DENC
E FO
R:
G.C.
D. #
: 103
63
LOT:
31M
ODEL
:BL
OCK
:
ADDR
ESS:
223 T
OSCA
VILL
A BL
VD
SPEC
FOUNDATION
S-1 M3/16" = 1'-0"
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
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ngin
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ly.
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by
the
SER
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ch a
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STR
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ENG
INEE
RIN
G25
40 M
W/ E
XT L
ANAI
D.R.
H # :
5783
7010
5
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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W/H
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HB.
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OPT.
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L.T.
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3'X3' CONC.
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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.
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PROVIDE SAWCUTS IN SLAB PER DETAIL 5/S-3
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A
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A
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A
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A
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A
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A
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A
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THICKEN SLAB 8"x8" @ RECESS, TYPICAL
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THICKEN SLAB 8"x8" @ RECESS, TYPICAL
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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.
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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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0'-8"
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1-#5
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CONT.
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TE
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0'-8"
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DEPTH
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1'-0"
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1'-0"
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1'-0"
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1'-0"
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1'-0"
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PAD FOOTING SCHEDULE
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D
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E
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4'-0"
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5'-0"
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4'-0"
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2'-6"
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TYPE
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B
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A
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C
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USED
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WIDTH
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3'-0"
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2'-6"
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3'-6"
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LENGTH
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3'-0"
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2'-6"
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3'-6"
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5-#5
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6-#5
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5-#5
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3-#5
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-
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-
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BOTTOM REINF.
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4-#5
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3-#5
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4-#5
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SHORT WAY
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LONG WAY
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4-#5
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3-#5
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4-#5
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REMARKS
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-
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-
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-
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1'-8"
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0'-10"
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0'-8"
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DEPTH
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1'-0"
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1'-0"
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1'-8"
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WALL FOOTING SCHEDULE
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F4
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F6
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F5
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F3
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F2
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F1
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USED
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TYPE
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1'-4"
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1'-4"
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1'-4"
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1'-0"
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CONT.
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CONT.
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CONT.
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CONT.
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1'-8"
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1'-4"
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WIDTH
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CONT.
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CONT.
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LENGTH
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SHAPE
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2-#5
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2-#5
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2-#5
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2-#5
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BOTTOM
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REINFORCING
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2-#5
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2-#5
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NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR, SEE 6/S-3.
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F6A
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CONT.
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0'-8"
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1-#5
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0'-8"
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F3' FOOTING
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5" MIN.
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7" HOOK, EMBED
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#5 DOWEL WITH
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'F3' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'P' PAVERS DETAIL ENTRY/LANAI
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PAVERS
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8"x8" CONC. RIBBON
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W/ 1 #5 ROD CONT.
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GRADE
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SAND
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'F6A' STEP DOWN
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1 #5
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3" CLEAR COVER
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'F6' STEP DOWN
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2 #5
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3" CLEAR COVER
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS (PAVERS)
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS (CONCRETE)
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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3" CLEAR COVER.
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2 #5 CONT. W/
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"F5" FOOTING
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F6A
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F6A
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%%U%%OFOUNDATION PLAN: "M"%%O
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SCALE: 3/16"=1'-0"
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ELEV @ -4"
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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
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2" SLOPE
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6" X 12" RECESS
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SEE DETAIL
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8'-0" X 8'-0" O.H. GAR. DOOR
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SEE DETAIL
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6" X 12" RECESS
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RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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ELEVATION @ 0'-0"
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RUN ELECTRIC IN
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CONDUIT FOR
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KITCHEN ISLAND
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LINE @ REF. SPACE
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PROVIDE 1/4" WATER
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FOR ICE MAKER
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16'-0" X 8'-0" O.H. GARAGE DOOR
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ELEV @ -4"
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ELEV @ -4"
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PAVERS BY OTHERS
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TILE SHWR.
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3 1/2" RECESS
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TILE SHWR.
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3 1/2" RECESS
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3-1/2"
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RECESS
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5'-0" TUB
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P
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P
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P
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F5
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F3
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#5 VERTICAL IN GROUTED CELL FROM FOOTING TO BOND BEAM AT DOT LOCATIONS SHOWN (48" O.C. MAX.)
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C
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A
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#5 VERTICAL IN GROUTED CELL FROM FOOTING TO BOND BEAM AT DOT LOCATIONS SHOWN (48" O.C. MAX.)
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E
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A
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HOLLOW DOT IS REBAR BELOW WINDOW SILL, TYP.
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SET A/C PAD AT OR ABOVE FLOOD ELEVATION
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3 W/ CURB
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F3
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F3
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F3
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F6A
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F6
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F6A
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F3 W/ CURB
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F3
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F3
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F3
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1'-0"
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F
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4'-0"
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2'-6"
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5-#5
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3-#5
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-
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F
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
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HB.
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HB.
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INSTALL OUTDOOR KITCHEN & SINK
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BRASS FLOOR OUTLET W/ SWITCH
DATE:
06-21-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: T
OSCA
NA IS
LES
60's
RESI
DENC
E FO
R:
G.C.
D. #
: 103
63
LOT:
31M
ODEL
:BL
OCK
:
ADDR
ESS:
223 T
OSCA
VILL
A BL
VD
SPEC
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
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g on
ly.
No
wor
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as p
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the
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plin
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ch a
s arc
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l, pl
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, life
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sibi
lity,
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site
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k, c
ivil,
or g
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chni
cal.
STR
UC
TUR
AL
ENG
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RIN
G
S-2 M
ROOF
3/16" = 1'-0"
2540
M W
/ EXT
LAN
AI
D.R.
H # :
5783
7010
5
A01A
A02A
A03A
A04A
A05A
A06
A07
A08
A09
A10
H
7
A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7A
EJ7
C1
C3
EJ7C
C1
C3
C5B
B04
B03
B02
H
7
EJ7
C1
C3
EJ7B
C1
C3
C5A
EJ7
CJ6A
C04
H
3
C1
C3
E3
E3
E3 H
3
C1
C3
E3
E3
E3
E3
C1
C3
C1
C3
C02
C01
FG1
C03
H
5
C3A
C3A
E3A
E3A
E3A
E3A
H
5
E3A
E3A
E3A
B01
A20
D03
D02
D01
H
9
C1
C3
C5
C1
C3
C5
EJ7
EJ7
EJ7
EJ7
A19
A18
A17
A16
A15
A13
A13
A13
A11
A11
A13
A13
A14
A13
A13
E3A
K01
K02
K03
K04
H
7
H
7
EJ7
EJ7
EJ7
EJ7
EJ7
C1
C3
EJ7B
C1
C3
C5A
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EJ7
EJ7
EJ7
EJ7
C1
C3
EJ7B
C1
C3
C5A
EJ7
V3
V5
V3
V5
A
A
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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10'-0" FLAT CEILING
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%%u%%oDINING ROOM
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10'-0" FLAT CEILING
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%%u%%oLANAI
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COFFERED CEILING
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%%u%%oMASTER SUITE
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COFFERED CEILING
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%%u%%oGREAT ROOM
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10'-0" FLAT
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%%u%%oKITCHEN
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%%U%%OPANTRY
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10'-0" CLG
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #2
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10'-0" FLAT CEILING
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%%u%%oM. BATH
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10'-0" CLG
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%%U%%OUTILITY
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10'-0" FLAT CEILING
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%%U%%OBATH #2
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%%u%%oROOM
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%%u%%oPOWDER
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%%U%%ODEN
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10'-0" FLAT CEILING
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%%U%%OBATH #3
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #3
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CEILING
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14'-0" FLAT
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%%u%%oENTRY
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%%U%%O3 CAR GARAGE
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10'-0" FLAT CEILING
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%%U%%OW.I.C.
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%%U%%OW.I.C.
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%%u%%oFOYER
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COFFERED
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CEILING
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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HIP
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VALLEY
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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RIDGE
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RIDGE
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RIDGE
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VALLEY
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HIP
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RIDGE
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10'-0" FLAT CEILING
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W/H
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HB.
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OPT.
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L.T.
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10'-0" FLAT CEILING
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BARREL ARCH
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BARREL ARCH
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BARREL ARCH
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= BEARING @ 10'-0" A.F.F.
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BEARING HEIGHT
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= INTERIOR BEARING @ 10'-0" A.F.F.
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HTA16-18, TYP.
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-1B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-1B
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%%U8F8-1B
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%%U8F8-0B
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%%U8F8-0B
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S-4
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1
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S-3
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13
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S-4
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1
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S-3
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13
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SET BOTTOM OF 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING TO TOP OF WALL @ 10'-0" w/ 8x8 BOND BEAM w/ 1-#5 GROUT SOLID.
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EXTERIOR CEILING PER SCHEDULE 2/S-3
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STUD BEARING WALL, 2x4 SPF #2 @ 16" O.C. WITH BLOCKING AT MID POINT, SPTH4 TOP AND BOTTOM AT 16" O.C. PT SILL PLATE WITH 1/2"x6" EXPANSION BOLT @ 32" O.C. WITH 2" WASHER
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OUTLOOKERS PER DETAIL 12/S-3. GABLE BRACE NOT NEEDED
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MTW16, TYPICAL
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@ DOOR HEAD
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MTW16, TYP.
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STUD BEARING WALL, 2x4 SPF #2 @ 16" O.C. WITH BLOCKING AT MID POINT, SPTH4 TOP AND BOTTOM AT 16" O.C. PT SILL PLATE WITH 1/2"x6" EXPANSION BOLT @ 32" O.C. WITH 2" WASHER
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%%U8F8-0B
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1-HTA16-18, TYP.
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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8" PRECAST LINTEL
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%%U8F16-1B/1T
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1 #5 BOTTOM
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1 #5 TOP
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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WALL ABOVE WITH BOND BEAM AT TOP
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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
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HOOK #5 BAR INTO TOP OF BOND BEAM
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PLAN NOTES: 1) ROOF TRUSS BEARING ELEVATION VARIES, SEE LEGEND. 2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEET S-3. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-3. 5) 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET. 6) AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 2/A-6.
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EXTERIOR CEILING PER SCHEDULE 2/S-3
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1-HTA16-18, TYPICAL
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1-HTA16-18, TYPICAL
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SUSPENDED HEADER PER DETAIL 11/S-3
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8F16-1B/1T
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8F16-1B/1T
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8F16-1B/1T
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%%U8F8-0B
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1-HTA16-18, TYP.
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ROOF & CEILING PLAN: "M"
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SCALE: 3/16" = 1'-0"
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NON-BEARING
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NON-BEARING
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FALSE KNEEWALL
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= BEARING @ 14'-0" A.F.F.
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1-HTW20 @ A18 AND A19
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1-HTA16-18 @ K01
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1-HTA16-18 @ K01
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1-HTA16-18 @ B04
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1-HTA16-18 @ A01A
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1-HTA16-18 @ A01A
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1-HTA16-18 @ B04
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2-HTA16-18 @ A01A
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1-HTW20 @ A20
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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE, JOB #: MASTER, DATED: 02/08/2018, REVISION: NONE
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HB.
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HB.
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(+33.5 -36.3)
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(+33.5 -44.8)
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(+33.5 -36.3)
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(+33.5 -36.3)
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(+33.5 -36.3)
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(+33.5 -36.3)
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(+33.5 -36.3)
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(+29.4 -33.3)
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(+29.4 -33.3)
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(+28.2 -31.5)
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(+33.5 -36.3)
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(+33.5 -36.3)
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(+33.5 -36.3)
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(+33.5 -36.3)
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(+33.5 -44.8)
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(+33.5,-36.3) WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR. (Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, H=15')
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1-HTA16-18, TYP.
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8F8-1B, BOTTOM @ 10'-4", WOOD FRAME ARCH BELOW W/ COURSING TO 14'-0" W/ 8X8 BOND BEAM TOP.
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CEILING
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WHERE ROOF SHEATHING CONTACTS ONLY
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THE EDGE OF ROOF TRUSSES, INSTALL
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BEVELLED BLOCKING PER DETAIL THIS
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SHEET ( DR HORTON COMPANY REQUIREMENT)
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ROOF SHEATHING
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8d RING SHANK
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@ 6" O.C.
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16d NAILS @
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8" O.C.
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ROOF TRUSS
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BEVELED BLOCKING
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2" X ( ) BLOCKING W/ BEVEL CUT TOP, BLOCKING CAN BE ON EITHER SIDE OF TRUSS
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FASTENER
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12-10dx1 1/2"
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12-10dx1 1/2"
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12-10dx1 1/2"
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TRUSS STRAPPING TO STUD WALL/WOOD BEAM
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24-10dx1 1/2"
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24-10dx1 1/2"
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24-10dx1 1/2"
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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 INSTRUCTIONS.
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24-10dx1 1/2"
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INSTALL AT ALL TRUSSES TO 1005 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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2570
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(2)HTW20
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(3)HTW20
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(4)HTW20
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3855
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5140
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CONNECTOR
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(2)MTW16
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(3)MTW16
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(1)MTW16
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(1)HTW20
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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2010
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3015
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1005
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1285
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R2
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10-10dx1 1/2", EMBED 4"
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1870
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INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTA20
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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 INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER DETAIL 2/S-4. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.
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2800 (2 PLY)
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3170 (2 PLY)
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5005
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2430 (1 PLY)
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10-10dx1 1/2", EMBED 4"
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5/8"%%C ATR, EPOXY 12"
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(2)HTA16-18
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(2)HTA16-18
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(2)HTA20
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HTT45
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R2
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TRUSS STRAPPING TO MASONRY
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1615
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10-10dx1 1/2", EMBED 4"
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(1)HTA16-18
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CONNECTOR
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FASTENER
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10-10dx1 1/2", EMBED 4"
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10-10dx1 1/2", EMBED 4"
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2-HTA16-18 @ B04
