probuild-d - i:plant-city-trussmitekmastersdr …...subdiv: naples reserve iii 64s residence for:...
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2-PLY
12'-06" COFFERED
CEILING
12'-06" COFFERED
CEILING
12'-06" COFFERED
CEILING
11'-04" CLG HGTEXPOSED TO WIND
11'-00" COFFERED
CEILING
EXPOSED TO WIND
16'-00" CLG HGT
10'-00" CEILING HGT
10'-00" CEILING HGT
11'-04" CEILING HGT
11'-04" CEILING HGT
10'-00" CEILING HGT
A/H
24" RECCESS
R:5905
U:3546
11'-04" CEILING HGT
U:1466
U:1066
U:1748
U:1104 U:1104
U:1129
A
A
A A
AA
A
A*
A
A
B01
B02
A01
A02
A03
A03
A04
H6B H5A
C01D
C03A
EJ5
EJ5A
C01D
C03B
C01
C01C
C01
C01C
EJ5A
EJ5A
EJ5A
H7A
C01A
C26
C05D
C02
C04B
C05C
EJ7B
EJ7C
EJ7D
B03
B04
B05
B06
B07
B07
B07
B07
B07
B11
B12
B13
B14
B15
B16
B17
D01
D02
D03
D03
D03
D03
D03
D03
D03
D03
D03
D03
H7
H7
C01
C03
C05
C01
C03
C05
C01
C03
C05
C01
C03
C05
C05A
C05A
L01
H6
H6C01
C01
D04
D04
D05
D06
G01
H5B H5BC
01B
C03
EJ5
C01B
C03
EJ5
C01B
C03
C01B
C03
G02
G03K01
K02
K03
K04
K05
K06
K07
D04
EJ7F
EJ7E
D07
D08
B18
G04
G04
H6A
H6A
H4
EJ4A
EJ2
EJ2
EJ2A
EJ2D
EJ2B
EJ2C
EJ5B
EJ5B
EJ4B
EJ4
D03
D03
D03
D03
D03
V08
V04A
V04
V02
PB1
PB2
PB3
PB4
PB4
PB4
PB4
PB5
PB6
PB7
EJ3(4)
C05B(5)
EJ7(3)
EJ7A(12)
2-06-00
3-06-00
45-08-00
10-00-00
8-04-00
5-06-00
2-00-00 7-02-00 2-00-00 6-10-00 3-06-00
15-04-00 34-08-00
50-00-00
6-04-00
5-00-00
3-02-15
7-00-00
4-00-00
1-01
-00
8-08
1-06-00
6-00-00
2-00-00
2-00-00
2-00-00
2-00-00
1-08-00
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
1-00-00
1-04-00
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
2-00-00
1-10-08
2-00-00
1-00-00
2-00-00
1-01-08
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
14-02-0016-06-00
2-08-00 10-00-00
14-10-009-00-0021-00-00 3-10-00
2-08-008-06-00
5-00-00
5-00-00
104-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
2-00-00
8-00
5-06-00 11-00-00 5-06-00
22-00-00
5-00-00 11-02-00 11-10-00
28-00-00
0
(1) PLY
K
(1) PLY FLR. TRUSS
7460
2245
0
THD28
MSH422IF
0 F
9100
765
O
Q
H
R
CORNER HIP
0
2385
N/A
1055
THD46THD26,THD28
3235
9
2435
0
CORNER HIP
H
F
USP ROOF AND FLOOR TRUSS HANGER SCHEDULE
N/A
0
THDH26-2
THD26-2, THD28-2THDH26-2, THDH28-2
0
M1250
2245
1250 / 1555
E
QTY/FL
0
A
0
0
3895 / 4680
7460
THDH26-3, THDH28-3THDH28-4 SIMILAR
R
725
2680
0
JUS24
N
(3) PLY
I
0
MSH426
C
2980
7460
4355
THD26-2
4095
P
2155
0
3410
7460
O
1
M
0
C
865
THD26
3235
QTY/RF
865
3820
J
E
N
0
0
G 4355
0
S
765
2245
N/A
0
1235 / 2140
JUS24
HJC26
0
1530 / 3485
A*
NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION
D
ID
2790
0
1440
2940
0
I
0
1855
3265
1840
Q
1760 L
0
9100
MODEL
J
1515 / 2175
3200 / 3600
THDH28-3
THDH6710
960
B
THDH28-2
1855
ROOF
0
0
0
G
0
0
D
490
1550
(1) PLY
FLOOR
THD28-20
0
2155
HJC26MSH422, MSH426
MSH422IF SIMILAR
0
3820
895
1055
N/A
B
UPLIFT
0
5230
2940
S
1760
THD46
4310 / 4680
A
1855
2245
2435
(1) PLY FLR. TRUSS
3600
K
1250
(2) PLY
THDH26-3
L
0
5320
P
1440
SYMBOL
0
A*
MSH422
14 1/2" O/H
2x4 T.C. MIN.
TILE / METAL ROOF
TYP. ROOF TRUSS END DETAILN.T.S.
12
4-3
/16"
8" BRG.
6
Hatch Legend
11'-04" BEARING HGT "INT"
16'-00" BEARING HGT
11'-04" BEARING HGT
12'-06" BEARING HGT
12'-06" COFFERED CLG
11'-00" COFFERED CLG
10'-00" BEARING HGT
REVISIONS
No. DATE NOTES BY
CAUTION!!!
DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY Builders First Source.NO EXECPTIONS.
THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.
6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319
IMPORTANT
This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your Protection
Check All Dimensions And Conditions Prior ToApproval Of Plan.
SIGNATURE BELOW INDICATES ALL NOTESAND DIMENSIONS HAVE BEEN ACCEPTED.
By _________________________Date___________
NOTES:1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS.2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY.3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE.
DATE DRAWN 10/7/2019
DATE PRINTED 10/8/2019
MASTERJOB No.
WIND LOAD 170 MPH
EXPOSURE CATEGORY B
OCCUPANCY CATEGORY II
IMPORTANCE FACTOR 1.0
WIND DURATION FACTOR 1.60
OPENING CONDITIONS ENCLOSED
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS
DESIGN CODE FBC2017/TPI2014
WIND CODE MWFRS (Directional)/C-C HYBRID WIND ASCE 7-10
TRUSS LOADING ROOF
TCLL 20 PSF
TCDL 20 PSF
BCLL 0 PSF
BCDL 10 PSF
TOTAL 50 PSF
DURATION 1.25
TCDL / TO RESIST UPLIFT 5 PSF
BCDL / TO RESIST UPLIFT 5 PSF
TRUSS LOADING
ROOF PITCH 6/12
CEILING PITCH FLAT
TOP CHORD SIZE 2 x 4 MIN.
BOTTOM CHORD SIZE 2 x 4 MIN.
OVERHANG LENGTH 14 1/2"
CANTILEVER N/A
END CUT PLUMB
FLOOR TRUSS SPACING N/A
ROOF TRUSS SPACING 24"
ROOF PITCH
BUILDER DR Horton
PROJECT 2788 E 170 B 3-CAR LH
MODEL 2788 E
ADDRESS --
CITY, STATE --, FL.
LOT --
COUNTY --
DRAWN BY D.W.
ENG. BY D.W.
UNIT
278
8
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: N
APLE
S RE
SERV
E III
64s
RESI
DENC
E FO
R:
G.C.
D.# :
1117
2
LOT:
12M
ODEL
:BL
OCK
:
ADDR
ESS:
1470
0 KEL
SON
CIRC
LE
JSL
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
This
sign
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e an
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al is
for w
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y th
e St
ruct
ural
Eng
inee
r of R
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elat
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Stru
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ly.
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STR
UC
TUR
AL
ENG
INEE
RIN
G
A-1 E
ELEVATION
3/16" = 1'-0"
10-19-19
D.R.
H.# :
5795
4001
2
AutoCAD SHX Text
%%U%%OFRONT ELEVATION: "E" %%O
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TYP.
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TOP OF BOND BEAM
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ELEV @ 11'-4" 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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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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ELEV @ 16'-0" A.F.F.
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12
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
6
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%%U%%OREAR ELEVATION: "E" %%O
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TYP.
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TOP OF BOND BEAM
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ELEV @ 11-4" 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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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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12
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6
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12
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6
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2-35 SH
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2-26 SH
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3- 4080 PKT. SL. GL. DOOR
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%%U%%OLEFT SIDE ELEVATION: "E" %%O
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TYP.
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TOP OF BOND BEAM
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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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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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12
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
6
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35 SH
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25 SH
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1/2 35 SH
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1/2 35 SH
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34 SH
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12
AutoCAD SHX Text
6
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 11'-4" A.F.F.
AutoCAD SHX Text
TOP OF FINISH FLOOR
AutoCAD SHX Text
ELEV @ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 10'-0" A.F.F.
AutoCAD SHX Text
TOP OF FINISH FLOOR
AutoCAD SHX Text
ELEV @ 0'-0" A.F.F.
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
6
AutoCAD SHX Text
12
AutoCAD SHX Text
6
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2680 FR. DR.
AutoCAD SHX Text
2680 FR.DR.
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16'-0" X 8'-0" O.H. GARAGE DOOR
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%%U%%ORIGHT SIDE ELEVATION: "E" %%O
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SCALE: 3/16" = 1'-0"
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6" RAISED DECOR BAND
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8'-8" TO 10'-0" GLASS
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5'-0" WIDE X 1'-4" HIGH
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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26 SH
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26 SH
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26 SH
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26 SH
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26 SH
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OBS. GL.
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TO GRADE
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TO FINISH FLOOR
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1/2 35 SH
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36 SH
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26 SH
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CAPE CORAL, FL 33904
AutoCAD SHX Text
(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
1634 S.E. 47th ST SUITE #3
AutoCAD SHX Text
CA# 8829
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8'-0" X 8'-0" O.H. GARAGE DOOR
AutoCAD SHX Text
TOP OF BOND BEAM
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ELEV @ 11'-4" A.F.F.
AutoCAD SHX Text
ALLOW 2" FOR HURRICANE SHUTTER ATTACHMENT
AutoCAD SHX Text
%%U%%OTYPICAL WINDOW BANDING DETAIL%%O
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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SCALE: 3/16" = 1'-0"
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TOP OF WALL 60"
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CEMENT BOARD, BOARD & BATTEN DESIGN
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
METAL ROOF
AutoCAD SHX Text
VINYL LAP SIDING
AutoCAD SHX Text
5" RAISED DECOR BAND
AutoCAD SHX Text
HARDIE TRIM
AutoCAD SHX Text
2-3080 ENTRY DOOR
AutoCAD SHX Text
6" RAISED DECOR BAND
AutoCAD SHX Text
STONE W/ STONE DRIP
AutoCAD SHX Text
TILE ROOF
UNIT
278
8
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: N
APLE
S RE
SERV
E III
64s
RESI
DENC
E FO
R:
G.C.
D.# :
1117
2
LOT:
12M
ODEL
:BL
OCK
:
ADDR
ESS:
1470
0 KEL
SON
CIRC
LE
JSL
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
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
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
A-2 E
FOUNDATION
3/16" =1'-0"
10-19-19
D.R.
H.# :
5795
4001
2
AutoCAD SHX Text
CAPE CORAL, FL 33904
AutoCAD SHX Text
(239) 549-4554
AutoCAD SHX Text
OF NORTH FLORIDA
AutoCAD SHX Text
STRUCTURAL
AutoCAD SHX Text
SYSTEMS
AutoCAD SHX Text
1634 S.E. 47th ST SUITE #3
AutoCAD SHX Text
CA# 8829
AutoCAD SHX Text
%%U%%OFOUNDATION PLAN "E":%%O
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SCALE: 3/16"=1'-0"
AutoCAD SHX Text
PROVIDE 1/4" WATER
AutoCAD SHX Text
LINE @ REF. SPACE
AutoCAD SHX Text
FOR ICE MAKER
AutoCAD SHX Text
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.
AutoCAD SHX Text
ELEVATION @ (-) 0'-4"
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PAVERS BY OTHERS
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P
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RUN ELECTRIC IN CONDUIT
AutoCAD SHX Text
FOR KITCHEN ISLAND
AutoCAD SHX Text
OPT.
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L.T.
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WH
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RECESS TILE
AutoCAD SHX Text
SHWR 3 1/2"
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5'-0" TUB
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16'-0" X 8'-0" O.H. GARAGE DR.
AutoCAD SHX Text
6" X12"RECESS
AutoCAD SHX Text
#5 BAR IN GROUTED CELL,
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INTO TOP OF BOND BEAM
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LAP 25" WITH #5 DOWEL
AutoCAD SHX Text
OUT OF SLAB, WITH 7" HOOK
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A
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E
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SEE DETAIL
AutoCAD SHX Text
P
AutoCAD SHX Text
SAWCUT SLAB PER
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DETAIL 5/S-1
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SAWCUT SLAB PER
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DETAIL 5/S-1
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PAVERS BY OTHERS
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ELEV @ (-) 0'-4"
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2" SLOPE
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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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P
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B
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B
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STEP
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HOLLOW DOT IS DOWEL
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INTO WINDOW SILL
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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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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-1.
AutoCAD SHX Text
PAD FOOTING SCHEDULE
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1'-2"
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1'-0"
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1'-0"
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1'-0"
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DEPTH
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E
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D
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4'-0"
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4'-0"
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C
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A
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B
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USED
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TYPE
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3'-6"
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2'-6"
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3'-0"
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WIDTH
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3'-6"
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2'-6"
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3'-0"
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LENGTH
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5-#5
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5-#5
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-
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-
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SHORT WAY
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4-#5
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3-#5
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4-#5
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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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LONG WAY
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REMARKS
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-
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-
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-
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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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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
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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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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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MORTAR
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1-#5
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CONT.
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0'-8"
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TE
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0'-8"
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1'-8"
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1'-0"
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1'-0"
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WALL FOOTING SCHEDULE
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0'-10"
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0'-8"
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DEPTH
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1'-8"
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F6
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F5
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F4
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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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ADD CURB TO
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GARAGE, SEE
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DETAIL
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8"
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F6A
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8"
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CONT.
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1-#5
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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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F3 W/ CURB
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P
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P
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8'-0" X 8'-0" O.H. GARAGE DR.
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6" X12"RECESS
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A
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SEE DETAIL
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A
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A
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A
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A
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F5
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1'-0"
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2'-6"
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5'-6"
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7-#5
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3-#5
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WASHER
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SINK & DISP
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'F6A' STEP DOWN
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1 #5
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3" CLEAR COVER
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F6A
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F6A
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F6A
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HB.
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ELEVATION @ 0'-0"
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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%.
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F3
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F3
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F3
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SAWCUT SLAB PER
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DETAIL 5/S-1
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F3
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RECESS TILE
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SHWR 3 1/2"
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SEAT
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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F1
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BOND BEAM & 1#5 ROD
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60" HIGH WALL W/ 8"
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A
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A
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F5
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STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
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SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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PROVIDE TERMITE TREATMENT WITH "BORA CARE"
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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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HB.
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THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1 SEE SITE PLAN BY OTHERS
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STANDARD SGD RECESS 1-1/2". IMPACT GLASS RECESS 2-1/2".
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A
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BRASS FLOOR OUTLET W/ SWITCH VERIFY LOCATION W/ CONTRACT
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HB.
UNIT
278
8
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
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10-19-19
D R HORTON
D R HORTON
D.R.
H.# :
5795
4001
2
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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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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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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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1
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16080 O.H. GARAGE DR.
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TILE SHWR.
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REC. 3 1/2"
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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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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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ACTIVE
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DOOR HEADERS
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8'-0" SWING
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6'-8" SWING
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6'-8" BIFOLD
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HEADER HEIGHT
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HEADER HEIGHT
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HEADER HEIGHT
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98 1/2" A.F.F.
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82 1/2" A.F.F.
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82" A.F.F.
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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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CABINET BACKING
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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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%%u%%oOUTDOOR LIVING
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11'-4" CEILING
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%%u%%oBATH #2
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O.H CABINET
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RANGE
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REF. SPACE
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O.H. CAB.
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O.H. CAB.
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A/H
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%%U%%O3 CAR GARAGE
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10'-0" CEILING
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%%U%%OFOYER
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%%U%%OENTRY
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%%U%%OPANTRY
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%%U%%OCAFE
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%%U%%OKITCHEN
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11'-4" CEILING
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%%u%%oBEDROOM #2
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10'-0" CEILING
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%%u%%oBEDROOM #3
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10'-0" CEILING
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%%U%%ODEN/STUDY
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11'-4" CEILING
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%%U%%ODINING ROOM
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COFFER CEILING
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%%U%%OUTILITY
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%%U%%OGREAT ROOM
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12'-6" COFFERED CEILING
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RAISED SLAB
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%%U%%OBUTLERS PANTRY
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10'-0" CEILING
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16'-0" CEILING
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11'-4" CEILING
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11'-4" CEILING
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10'-0" CEILING
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10'-0" CEILING
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10'-0" CEILING
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%%u%%oBATH #3
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12'-6" COFFERED CEILING
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2-26 SH
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10'-0" CEILING
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11'-4" CEILING
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26 SH
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25 SH
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35 SH
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26 SH
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26 SH
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36 SH
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34 SH
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2-35 SH
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MIRROR
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12" VINYL SHELF
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12" VINYL SHELF
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5'-0" TUB
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1/2 35 SH
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1/2 35 SH
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OPT.
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L.T.
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LINEN
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3 SHLV
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16"
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WH
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SCALE: 3/16" = 1'-0"
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%%U%%O1st FLOOR PLAN:%%O "E"
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2
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4
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2
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2
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2
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5
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5
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3
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3
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3
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3
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4
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4
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3
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ARCH
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ARCH
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2
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3
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I
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K
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I
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I
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J
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EGRESS
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EGRESS
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EGRESS
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H
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G
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F
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3-4080 SL. GL. DR.
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E
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B
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B
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D
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C
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A
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26 SH
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26 SH
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I
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I
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1
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3
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2
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3
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16" O.H. CAB.
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FROM 8'-8" TO 10'-0"
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5'-0" WIDE X 1'-4" HIGH GLASS
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5
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3
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3
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3
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MASTER SUITE DETAIL
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CEILING
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1
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3
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DINING/FOYER DETAIL
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CEILING
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2
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3
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FOYER/GREAT ROOM DETAIL
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4
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3
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MASTER SUITE DETAIL
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INTERIOR
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CEILING
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5
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3
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NICHE DETAIL
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LV
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LV = LOUVERED
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NOTE: THE GARAGE SHALL THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THEN " 12" GYPSUM BOARD APPLIED TO THE GARAGE SIDE
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CEILING
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6
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3
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NICHE DETAIL
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6
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3
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B
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GUEST BATH UPPER BASE- TOP @35"
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MASTER BATH UPPER BASE- TOP @35"
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LAUNDRY RM. UPPER TOP @96"DOWN & 54" UP
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KITCHEN
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UPPER TOP @ 114" DOWN 96"
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DOWN 54" UP
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BASE - TOP @ 35"
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BASE - TOP @ 35"
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ENTRY AREA ------------------------------ 82
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GARAGE AREA ----------------------------- 689
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OUTDOOR LIVING AREA ------------------- 352
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TOTAL AREA ----------------------------- 3,911
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SQUARE FOOTAGE
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LIVING AREA ---------------------------- 2,788
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WITH POOL BATH
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5
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8080 O.H. GARAGE DR.
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1/2 35 SH
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ESCAPE
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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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A SEPARATE PERMIT IS REQUIRED
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FOR GAS PIPING.
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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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12" VINYL SHELF
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WASHER
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DRYER
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6" WALL
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DW.
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SINK & DISP
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KNEE WALL
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT DOOR. (PER FLORIDA BUILDING CODE-R308.4.2)
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NOTE:
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PROVIDE SAFETY GLAZING AT BATH/SHRW.
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SHALL COMPLY WITH R 308.4.5
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2017 ACCESSIBLE
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CEILING
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8
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3
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MASTER SUITE DETAIL
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CEILING
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7
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3
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MASTER SUITE DETAIL
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ARCH
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7
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3
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8
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3
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8
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3
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CEILING
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CEILING
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7
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3
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8
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3
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8
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3
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ARCH
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ARCH
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ARCH
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3
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3
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HB.
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4 SHLV 16"
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4 SHLV 16"
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SHOWER SEAT DETAIL
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45" KNEE
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WALL W/
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GLASS
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ABOVE
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SEAT
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SEAT
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VALVES
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WIDTH
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HEIGHT
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MARK
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SIZE
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ZONE
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CODE
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DESCRIPTION
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PRODUCT
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OVERHEAD
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GARAGE DOOR
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1
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QTY
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1
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2
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192
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96
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DISTINCTION
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2-3080
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36
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96
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1
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ENTRY DR.
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WIND
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PRESSURE
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5
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4
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WIND-BORNE
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DEBRIS PROTECTION
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3
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DISTINCTION
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2680 DR.
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30
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96
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1
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5
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4
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4
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DISTINCTION
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2680 DR.
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30
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96
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1
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5
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4
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FR.DR.
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OBS. GL
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GARAGE DOOR ASSUMES 2' IN ZONE 5.
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4&5
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OVERHEAD
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1
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96
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96
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5
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4&5
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GARAGE DOOR
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WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE B, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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Vasd=132 MPH
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WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE B, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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Vasd=132 MPH
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MARK
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SIZE
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ZONE
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CODE
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DESCRIPTION
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PRODUCT
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QTY
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WIND-BORNE
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DEBRIS PROTECTION
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17
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J
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K
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H
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G
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26
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SH
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4
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I
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5
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ARCHED
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F
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E
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B
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5
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4
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4
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5
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4
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4
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5
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4
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4
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5
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4
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4
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5
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4
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4
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5
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4
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4
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5
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4
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4
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5
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4
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72" X 24"
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FIXED GL.
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36
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SH
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ARCHED
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5'-0" WIDE X
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1'-4" HIGH
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FIXED GL.
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2-26
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SH
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3-4080 PKT.
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SL. GL. DR.
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1/2 35
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SH
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35
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SH
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C
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5
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2-35
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SH
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4
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1
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1
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1
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1
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1
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1
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3
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1
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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IMPACT
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SL. GL. DOOR
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5
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1
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34
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SH
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D
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IMPACT
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4
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5
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4
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1
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25
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SH
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A
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IMPACT
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%%u%%oMASTER SUITE
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COFFERED CEILING
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4
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EGRESS
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%%u%%oMSTR BATH
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10'-0" CEILING
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%%U%%OW.I.C.
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10'-0" CEILING
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NICHE 24"
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WIDE BOTTOM
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@ 30" TOP
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@ 8'-0"
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4-12" VINYL SHELF
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4-12" VINYL SHELF
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2
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2
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4
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3
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MIRROR
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TILE SHWR.
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REC. 3 1/2"
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45" KNEE WALL W/ GLASS ABOVE
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SEAT
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5
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2
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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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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SAFETY GLAZED
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SAFETY GLAZED
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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
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60" HIGH WALL W/ 8"
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BOND BEAM & 1#5 ROD
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LINEN
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2
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2
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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+26.4/-29.4
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+27.6/-31.2
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STUB OUT FOR OPTIONAL OUTDOOR KITCHEN & SINK
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HB.
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A/C UNIT ON
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36" X 36' PAD
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MF
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PLAN NOTES: 1.) SEE EXTERIOR ELEVATION SHEET FOR DETAILS OF SEE EXTERIOR ELEVATION SHEET FOR DETAILS OF ALTERNATE WINDOW ARRANGEMENTS, ENTRY WALKS AND ADDITIONAL WALKS. 2.) KITCHEN KNEE WALL 42 1/2" TO TOP USING 2x4 KITCHEN KNEE WALL 42 1/2" TO TOP USING 2x4 TOP PLATE. 3.) MEDICINE CABINETS OPENING VERIFY MEDICINE CABINETS OPENING VERIFY WITH CABINET COMPANY . 4.) JOB MUST BE BROOM SWEPT EVERYDAY. JOB MUST BE BROOM SWEPT EVERYDAY. 5.) VERIFY ROUGH OPENING DIMENSIONS FOR ALL VERIFY ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS. 6.) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE. 7.) INSTALL SMOOTH WALLS IN KITCHEN AND ALL INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS. 8.) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES 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. 9.) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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+31.2/-33.8
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+31.2/-41.8
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HB.
UNIT
278
8
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
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H.# :
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4001
2
B01
B02
A01
A02
A03
A03
A04
H
6
B
H
5
A
C01D
C03A
EJ5
EJ5A
C01D
C03B
C01
C01C
C01
C01C
EJ5A
EJ5A
EJ5A
H
7
A
C01A
C26
C05D
C02
C04B
C05C
EJ7B
EJ7C
EJ7D
B03
B04
B05
B06
B07
B07
B07
B07
B07
B11
B12
B13
B14
B15
B16
B17
D01
D02
D03
D03
D03
D03
D03
D03
D03
D03
D03
D03
H
7
H
7
C01
C03
C05
C01
C03
C05
C01
C03
C05
C01
C03
C05
C05A
C05A
L01
H
6
H
6
C01
C01
D04
D04
D05
D06
G01
H
5
B
H
5
B
C01B
C03
EJ5
C01B
C03
EJ5
C01B
C03
C01B
C03
G02
G03
K01
K02
K03
K04
K05
K06
K07
D04
EJ7F
EJ7E
D07
D08
B18
G04
G04
H
6
A
H
6
A
H
4
E
J
4
A
EJ2
EJ2
E
J
2
A
E
J
2
D
E
J
2
B
EJ2C
EJ5B
EJ5B
E
J
4
B
E
J
4
V08
V04A
V04
V02
PB1
PB2
PB3
PB4
PB4
PB4
PB4
PB5
PB6
PB7
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%%u%%oOUTDOOR LIVING
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11'-4" CEILING
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%%u%%oBATH #2
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%%u%%oMASTER SUITE
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COFFERED CEILING
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%%u%%oMSTR BATH
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10'-0" CEILING
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%%U%%OFOYER
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%%U%%OENTRY
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%%U%%OW.I.C.
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%%U%%OPANTRY
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%%U%%OCAFE
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%%U%%OKITCHEN
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11'-4" CEILING
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%%u%%oBEDROOM #2
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10'-0" CEILING
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%%u%%oBEDROOM #3
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10'-0" CEILING
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%%U%%ODEN/STUDY
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11'-4" CEILING
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%%U%%ODINING ROOM
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COFFER CEILING
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%%U%%OUTILITY
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%%U%%OGREAT ROOM
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12'-6" COFFERED CEILING
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%%U%%OBUTLERS PANTRY
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10'-0" CEILING
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16'-0" CEILING
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11'-4" CEILING
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10'-0" CEILING
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10'-0" CEILING
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10'-0" CEILING
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10'-0" CEILING
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%%u%%oBATH #3
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12'-6" COFFERED CEILING
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10'-0" CEILING
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11'-4" CEILING
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RIDGE
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RIDGE
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RIDGE
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RIDGE
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HIP
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HIP
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HIP
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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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VALLEY
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VALLEY
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VALLEY
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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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EMBED 1-HTA16-18 AT ALL
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TRUSSES, EXCEPT AS
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NOTED AT GIRDERS.
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8"x8" CONTINUOUS MASONRY
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BOND BEAM AT TOP OF WALL.
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WITH 1 #5 BAR. PROVIDE CORNER
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BARS PER 8/S-1
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#5 BAR IN GROUTED CELL,
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WITH 7" HOOK INTO TOP
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OF BOND BEAM.
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-1B
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%%U8F8-1B
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%%U8F8-1B
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-1B
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CRICKET
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%%U8F8-OB
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S-1
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11
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SEE DETAIL 9/S-1 WHERE LINTEL
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AT LANAI/ENTRY INTERSECTS
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MAIN WALL, TYPICAL.
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(IF HTT4 WILL NOT FIT)
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FASTEN STUD GROUP TO
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MASONRY W/ (3) 5/8 X 8"
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EXPANSION BOLTS @ 24" O.C.
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1-HTA16-18
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@ B01
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1-HTA16-18
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@ A01
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1-HTA16-18 @ A01
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1-HTA16-18
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@ B01
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1-HTA16-18
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@ D01
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1-HTA16-18
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@ D01
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2X4 SFP #2 @ 16" O.C.
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W/ SPTH4 TOP & BOTTOM
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@ 16" O.C. BLOCKING
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MID HEIGHT PT SILL PLATE
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W/ 1/2"X6" EXPANSION BOLT
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@ 32" O.C. W/ 2" WASHER.
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1-HTA16-18
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@ K01
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1-HTA16-18
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@ G01
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@ DOOR HEAD &
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TRANSOM HEAD
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S-1
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12
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TRUSS BEARING CONDITIONS AND
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STRAPPING IS BASED
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ON TRUSS LAYOUT PREPARED BY
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JOB # MASTER DATED: 10/07/19 REVISED: NONE
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BUILDERS FIRST SOURCE TRUSS COMPANIES
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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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SCALE: 3/16" = 1'-0"
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%%U%%OROOF FRAMING PLAN "E":%%O
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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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CORNER BARS IN
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BOND BEAM PER 8/S-1.
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%%U%%O3 CAR GARAGE
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10'-0" CEILING
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RIDGE
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VALLEY
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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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OPT.
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L.T.
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WH
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%%U8F8-OB
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%%U8F8-OB
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%%U8F8-OB
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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-1. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-1. 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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3-2X10 HEADER BOTT @ 10'-0"
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W/ MSTA24 EACH END
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AND HTT45 BOTTOM
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2-2X8 JACK STUDS
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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1-HHT45 @ B01 W/ 5/8" ALLTHREAD, DRILL & EPOXY 12" MIN. EMBED
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S-1
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2-MTW16 @ D05 4-2X4 POST HTT45 BOTTOM
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13
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1-HTW20 @ D06
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%%U8F8-1B,
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BOTTOM @ 12'-0" W/ COURSING TO 8X8 BOND BEAM, TOP @ 16'-0"
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1-MTW16 TYP.
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1-HTA16-18 @ K01
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1-HTW20 @ D07 & D08
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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 10/S-1. 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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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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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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WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIRMENT )
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LINTELS BEAR 4" MIN. EACH END
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AREAS (SQ. FT.)
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MODEL 2788 E 3 CAR : ATTIC VENTILATION FBCR R806
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ATTIC VENTILATION REQUIRED
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SOFFIT ONLY (1/150)
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ATTIC VENTILATION REQUIRED
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WITH ROOF VENTS (1/300)
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ROOF VENT MODEL
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"SOFFIT ONLY" QUALIFIES
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1st STORY
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COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
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ATTIC
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QUAD 4
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MARK
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QUANTITY OF
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REQ'D AIR FLOW
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MIN AIR FLOW
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(NO ROOF VENTS)
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LOMANCO 770-D
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0.97 SQ. FT. FREE AIR
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ROOF VENTS ARE NOT REQUIRED
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SOFFIT
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OF SOFFIT
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SOFFIT HAS
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OF SOFFIT
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(R.V.)
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ACM QUAD 4, FULL VENT,
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NARROW PATTERN,
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8.15%%% FREE AIR FLOW
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ROOF VENTS
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SOFFIT MODEL
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ATTIC AREA/150
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ATTIC AREA/300
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8.15%%%
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4332.4 SQ. FT.
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6.13%%%
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-.-%
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-
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471.2 SQ. FT.
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28.9 SQ. FT.
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-.-- SQ. FT.
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FALSE KNEEWALL UNDER G02-G03
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BEARING HEIGHT
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= BEARING @ 10'-0" A.F.F.
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= BEARING @ 16'-0" A.F.F.
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= BEARING @ 11'-4" A.F.F.
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= BEARING @ 12'-6" A.F.F.
UNIT
278
8
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: N
APLE
S RE
SERV
E III
64s
RESI
DENC
E FO
R:
G.C.
D.# :
1117
2
LOT:
12M
ODEL
:BL
OCK
:
ADDR
ESS:
1470
0 KEL
SON
CIRC
LE
JSL
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
A-5 E
ELECTRICAL
3/16" =1'-0"
10-19-19
D.R.
H.# :
5795
4001
2
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OPT.
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L.T.
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WH
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SCALE: 3/16" = 1'-0"
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%%U%%OFLOOR ELECTRICAL PLAN "E":%%O
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FAN (TYP.)
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PRE-WIRE FOR
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SD
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WP
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GFI
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METER
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200 AMP. ELEC
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PANEL BOX
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VERIFY LOC.
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VERIFY LOC.
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42 A.F.F.
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K
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P
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OPT.
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A/C DISCONNECT
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K
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P
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OPT.
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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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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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FLUSH MOUNTED 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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DOOR BELL
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DB
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SWITCH
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KEYLESS
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STUB OUT FOR
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GARAGE DR OPENER
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COACH
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LIGHT
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H
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H
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COACH
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LIGHT
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SCD
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SD
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SCD
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SD
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3
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3
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A
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D.B.
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GFI
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WP
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FAN (TYP.)
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PRE-WIRE FOR
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VP
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B
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VP
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B
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GFI
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3
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A
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A
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A
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3
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GFI
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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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A
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FAN (TYP.)
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PRE-WIRE FOR
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A
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A
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A
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3
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GFI
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WP
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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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GFI
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GFI
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GFI
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GFI
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A
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A
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3
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A
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3
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3
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3
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PH
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FAN (TYP.)
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PRE-WIRE FOR
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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/H DISC
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SWITCH
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CHIMES
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3
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L
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OPT.
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L
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OPT.
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A
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POOL
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PANEL BOX
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VERIFY LOC.
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GFI
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WP
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GFI
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WP
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EXH.
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FAN
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L
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OPT.
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EXH.
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FAN
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P
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P
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KEYLESS
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A
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A
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A
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A
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STRUCTURED PANNEL
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W/ 110 OUTLET
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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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WASHER
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N
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O
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C
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SINK & DISP
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NOTE: VERIFY LOCATION
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OF GFI PER
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DECO BANDING
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EXH.
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FAN
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HB.
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P
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P
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TV
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TV
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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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(35)
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(4)
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(X)
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(X)
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(1)
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(4)
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NOT USED
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(3)
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(X)
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(3)
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(1)
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(1)
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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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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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(3)
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(X)
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4' Fluorescent
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2' Fluorescent
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ELECTRICAL PLAN 2788 "E"
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SEAT
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TV
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K
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P
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OPT.
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SD
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A
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A
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A
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A
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FAN (TYP.)
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PRE-WIRE FOR
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3
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A
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A
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A
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VP
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B
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A
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EXH.
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FAN
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GFI
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GFI
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F
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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GFI
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WP
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RECESSED CAN LIGHTS EVENLY SPACED
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WP GFI BELOW COUNTER TOP FOR FRIDGE
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WP GFI ABOVE COUNTER TOP
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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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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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OPT.
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O
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OPT.
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OPT.
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OPT.
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OPT.
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KEYLESS
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P
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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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D
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OPT.
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OPT.
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OPT.
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OPT.
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D
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D
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H
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COACH
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LIGHT
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HB.
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All electric, electrical equipment and appliances to be set at or above base flood elevations plus 1'-0" freeboard.
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SCD
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Flush Mounted Lt
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BRASS FLOOR OUTLET W/ SWITCH VERIFY LOCATION W/ CONTRACT
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HB.
UNIT
278
8
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: N
APLE
S RE
SERV
E III
64s
RESI
DENC
E FO
R:
G.C.
D.# :
1117
2
LOT:
12M
ODEL
:BL
OCK
:
ADDR
ESS:
1470
0 KEL
SON
CIRC
LE
JSL
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
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
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
A-6
SECTION
AS NOTED
10-19-19
D.R.
H.# :
5795
4001
2
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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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SL. GL. DR. JAM TO BLOCK DETAIL
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CEMENT PLASTER
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BLOCK WALL
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SCALE 1" = 1'-0"
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DOOR JAM TO BLOCK DETAIL
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WINDOW JAM TO BLOCK DETAIL
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GARAGE DOOR JAM DETAIL
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PRESSURE TREATED WOOD BUCK
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PER TABLE 2 ON A-6.
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BLOCK WALL
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CEMENT PLASTER
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1/2" DRYWALL W/ 1"X2"
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P.T. TO BLOCK
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P.T. TO BLOCK
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1/2" DRYWALL W/ 1"X2"
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CEMENT PLASTER
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BLOCK WALL
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1/2" DRYWALL W/ 1"X2"
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P.T. TO BLOCK
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METAL SASH
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SCALE 1" = 1'-0"
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SCALE 1 1/2" = 1'-0"
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PRECAST SILL
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PRE TABLE 2 ON A-6
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PRESS TREATED WOOD BUCK
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MARBLE SILL
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METAL THRESHOLD
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SCALE 1" = 1'-0"
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EXTERIOR DOOR
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NOTE: INSTALL 2" X 4" PT. WHEN
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RMAX IS USED FOR INSULATION
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CEMENT PLASTER
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BLOCK WALL
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CEMENT PLASTER
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GARAGE DOOR BUCK PER
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DETAIL ON STRUCTURAL.
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1"X4" TRIM
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PRESS. TREATED WOOD BUCK
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PER TABLE 2 ON A-6.
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SL. GL. DOOR TRACK SEE DETAILS FROM MANFG.
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SPACE FRAMING ABOVE
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NO SCALE
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CONC BLOCK WALL
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BUCK
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2X4 PT
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CONC BLOCK WALL
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4" DIA. HOLE FOR
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INSULATION INSPECTION
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2X4 BLK.
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WINDOW BUCK PER NOTES
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SILL
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A-34
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1/2" CDX PLY
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2" APART
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1/4" X 3 3/4" TAPCON
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16" O.C.
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INSTALL BLOCKING @
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16" O.C. TYPICAL
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WINDOW OR DOOR ARCH
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IN TABLE 2 ON A-6
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PRECAST LINTEL
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BOND BEAM
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LANAI/ENTRY ROOF ASSEMBLY
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CEILING ON LANAI PER NOTE
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10 IN TABLE 1 ON A-6
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ROOF FRAMING PLAN
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STRAP AT TRUSS PER
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BOND BEAM PER
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FRAMING PLAN
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 3 ON A-6
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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-1.
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TILE ROOF PER NOTE 6 ON A-6.
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AND PER NOTES IN TABLE 3 ON A-6
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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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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 FRAMING PLAN
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PRECAST LINTEL
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 3 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-1.
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TILE ROOF PER NOTE 6 ON A-6.
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AND PER NOTES IN TABLE 3 ON A-6
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2" X 8" STRUCTURAL
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FASCIA W/ 2-16d NAILS
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TO EACH TRUSS
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1X4 P.T. BUCK W/ BED
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OF CONTINOUS CAULK
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UNDER
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WINDOW BUCKS SEE TABLE 2 ON A-6
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SILL SET IN MORTAR
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PRECAST CONCRETE SILL
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TURER TO ENSURE THAT ADEQUATE BEARING IS
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TO THE CONTRACTOR AND DESIGNER FOR REVIEW
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AND APPROVAL PRIOR TO FABRICATION. CONTRACTOR
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SHALL BE RESPONSIBLE FOR FIELD VERIFICATION
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OF DIMENSIONS, MATERIALS AND CONDITIONS.
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11. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO
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PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL
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SURFACE FROM FLOOR TO CEILING.
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IS PROVIDED AT END REACTIONS OF ALL GIRDER
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10. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS
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PERMANENT INSTALLATION TO COMPLY WITH
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13. MICRO-LAMS (OR EQUAL PARALAMS, LVL'S, ETC.) SHALL
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BE USED WHERE SPECIFIED ON ENGINEERED PLANS
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AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
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RECOMMENDATIONS. ANY EDGES OR ENDS EXPOSED
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TO THE WEATHER SHALL BE PROTECTED BY THE
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INSTALLATION OF 26 GA., MIN., GALVANIZED STEEL
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14. SPLICES IN MULTI-BOARD CONTINUOS BEAMS SHALL
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BE ALLOWED FOR ONE BOARD ONLY PER SPAN
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AND ONLY AT THE QUARTER POINT OF THE SPAN,
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UNLESS SHOWN OTHERWISE.
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12. BRACE TRUSSES DURING ERECTION AND AFTER
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TRUSSES.
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FLASHING.
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TPI BWY-76.
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8. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY
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THE TRUSS MANUFACTURER'S STATE OF FLORIDA
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9. CONTRACTOR SHALL CORRELATE WITH TRUSS MANUFAC-
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REGISTERED ENGINEER.
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4. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES
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AS SHOWN ON THE DRAWINGS AND AS NECESSARY AND
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SUITED FOR EACH APPLICATION. FASTENING SUBJECT
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TO MOISTURE SHALL BE HOT DIP GALVANIZED TO ASTM
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A-153-80, OR STAINLESS STEEL.
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5. ALL METAL CONNECTIONS AND FABRICATIONS SHALL
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COMPLY WITH AISC SPECIFICATIONS.
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6. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS
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7. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY
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WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR
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WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR
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METAL PLATE WOOD TRUSSES AND ATTIC 100.
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OF SUPPORT.
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WOOD FRAMING:
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1. ALL WOOD FRAMING SHALL BE FABRICATED AND INSTALLED
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PER NATIONAL DESIGN SPECIFICATIONS
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2. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM
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A. INTERIOR BEARING WALLS SPF #2
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FOR WOOD CONSTRUCTION.
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GRADES SHALL BE USED:
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15. SPACE FRAMING OF ARCHES UNDER TIE BEAM SHALL BE
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FILL IN FRAME UNLESS NOTED OR CONSTRUCTED OTHERWISE.
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3. TREATED WOOD REQUIREMENTS: ALL WOOD EXPOSED TO
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WEATHER SHALL BE PROTECTED, PRESSURE TREATED, OR
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NATURALLY RESISTANT TO DECAY. ALL WOOD TOUCHING
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MASONRY OR CONCRETE SHALL BE ISOLATED,
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PRESSURE TREATED.
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4
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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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5
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6
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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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10d COMMON @ 6" O.C. EDGE AND FIELD.
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7
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SPAN RATING 48/24 OR BETTER, GLUE AND NAIL W/
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EXTERIOR WALL SHEATHING
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SHALL BE 7/16" THICK 'ZIP SYSTEM WALL SHEATHING' MANUFACTURED
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BETWEEN EDGES AND FASTEN WITH 8d COMMON NAILS @ 6" O.C. EDGE
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8
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BY HUBER ENGINEERED WOODS LLC. INSTALL PANELS WITH A 1/8" GAP
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AND FIELD. IF PANELS ARE INSTALLED HORIZONTALLY, BLOCKING SHALL
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BE INSTALLED BEHIND PANEL JOINTS. ALL SEAMS IN THE SHEATHING
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SHALL BE SEALED WITH THE ZIP SYSTEM SELF ADHERING SEAM TAPE
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USING THE ZIP SYSTEM APPLICATOR GUN. THE USUAL TYVEK HOUSE
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WRAP IS NOT REQUIRED.
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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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THE ROOF SHEATHING SHALL BE NAILED WITH 8d RING SHANK NAILS @6" O.C.
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EDGE AND FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS
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WITHOUT SPLITTING. RING SHANK NAILS PER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER,
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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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3
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RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER
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FULL ROUND HEAD, 2" NAIL LENGTH.
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INSTALL PANELS WITH LONG
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DOOR AND WINDOW ANCHORAGE
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ANCHORAGE REQUIREMENTS:- ALL PASS AND SLIDING GLASS DOORS AND ALL
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WINDOW ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING
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SYSTEM IN A MANNER SPECIFIED BY THE PUBLISHED MANUFACTURERS
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LITERATURE. THERE SHALL BE NO SUBSTITUTION OF ALTERNATE FASTENINGS UNLESS
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PROVIDED BY THE MANUFACTURER AND APPROVED BY THE BUILDING DESIGN ENGINEER.
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WOOD FRAMED OPENING:- ALL DOORS AND WINDOWS SHALL BE INSTALLED ACCORDING
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TO THE PUBLISHED MANUFACTURES LITERATURE OF THE ASSEMBLY BEING INSTALLED
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TO THE ROUGH SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE
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OF RESISTING THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME
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2
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FASTENERTO MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE TIGHTENED.
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MASONRY OPENING
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WHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME
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AND INTO THE MASONRY, THE BUCK MATERIEL IS SIMPLY A SPACER. THE BUCK MAY
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BE FASTENED WITH T NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO
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POSITION PRIOR TO WINDOW INSTALLATION. FASTEN WINDOW FRAME PER MFR
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INSTRUCTIONS. A WINDOW FASTENER SHALL PENETRATE MASONRY BY 2 1/4" MIN.
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WHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK
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(IE, FLANGED FRAME WITH WOOD SCREWS) THE BUCKS SHALL BE 2X WOOD WITH
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STRUCTURAL FASTENING TO THE MASONRY WITH 1/4X 3 3/4 MASONRY SCREWS
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@ 24" OC AND 6" FROM EACH END.
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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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B. RAFTERS, JOISTS, HEADERS AND BEAMS SYP #2.
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EXTERIOR BEARING WALLS,
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DECORATIVE CEMENT FINISH
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PRE ASTM C-926
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8"X8" CONTINUOUS
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1 #5, GROUT SOLID
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BOND BEAM W/
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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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+27.7-37.0 PSF
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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SEE ENERGY CODE FORMS FOR INSULATION R-VALUES
UNIT
278
8
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
RESI
DENC
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MOD
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BLOC
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JWC
SPEC
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A-7
BANDING DETAILSN.T.S.
SUBD
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64s
G.C.
D.# :
1117
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LOT:
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ADDR
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10-19-19
D.R.
H.# :
5795
4001
2
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CORNER OF
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MID WALL
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FELT STRIP
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BUILDEN
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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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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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DECO TEXTURE FIN.
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LINTEL
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FELT PAPER
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WIRE LATH
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DECO.TEXTURE FIN.
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FELT STRIP
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EXPANSION JOINT
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CORNER OF
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BUILDEN
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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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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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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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MASONRY WALL
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FLOOR TRUSS
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1/2" PLYWOOD
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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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MASONRY 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 MUD 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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MASONRY WALL
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MASONRY WALL
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MASONRY WALL
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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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 also 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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2
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10
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8
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7
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1
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5
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4
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NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAXIMUM SQUARES. 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT.
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~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT
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SLAB ON GRADE, SEE PLAN
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%%USLAB SAWCUT DETAIL
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SCALE: NTS
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11
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%%UCORNER BARS
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SCALE: NTS
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%%USTEP FOOTING
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SCALE: NTS
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FINISHED GRADE, SEE SITE PLAN
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3" CLEAR COVER TO REINFORCING
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EMBED DOWELS 5" WITH 10" STD HOOK
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MONOLITHIC FOOTING, SEE PLAN
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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VARIES
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%%UMONOLITHIC FOOTINGS
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SCALE: 3/4" = 1'-0"
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%%UINTERIOR
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B
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A
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%%UEDGE
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%%UGARAGE
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D
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%%USTEPDOWN
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C
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3" COVER
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MAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS
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FOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS
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MAINTAIN RUN TO RISE OF 2:1 OR MORE
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%%UFOOTING
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%%UPLAN VIEW
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FOOTING REINF., SEE PLAN
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LAP CORNER BARS 40 BAR DIAMETERS
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CONCRETE FOOTING, SEE PLAN
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SCALE: NTS
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%%UROOF DECK NAILING PATTERN
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%%UTYPICAL
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%%UPLAN
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%%UHOUSE
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8d RING SHANK NAILS 6" O.C. EDGE AND 6" OC FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS WITHOUT SPLITTING.
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%%URETROFIT UPLIFT CONNECTOR SCHEDULE
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UCORNER
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%%UCORNER BAR DETAIL IN BOND BEAMS
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'-0"
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UINTERSECTION
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NOTE: THIS BUCK FASTENING DETAIL IS INTENDED FOR FLANGED WINDOW/DOOR PRODUCTS THAT FASTEN THRU THE FLANGE WITH WOOD SCREWS TO THE BUCK. FOR WINDOW/DOOR PRODUCTS THAT DO NOT HAVE A FLANGE AND FASTEN INSTEAD OUTWARD THRU THE FRAME, USE MASONRY SCREWS PER MFR. THAT ARE LONG ENOUGH TO PENETRATE 2-1/4" INTO THE MASONRY. IN THIS CASE, THE BUCK MATERIAL IS SIMPLY A SPACER AND MAY BE 1x4 OR 1x6 OR OMITTED ENTIRELY AND THE SPACER MAY BE TACKED IN PLACE WITH MASONRY NAILS OR PINS.
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%%UBUCK FASTENING
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8" CMU WALLS
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~4"x3~w" TAPCON @ 24" OC, 3 SCREWS MIN. (SEE NOTE)
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2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)
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8" CMU, SEE PLAN FOR REINFORCING
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%%UGARAGE DOOR
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~8"~D EXPANSION BOLT, 4" MIN. EMBEDMENT, SPACE 24" OC AND 12" FROM TOP & BOT.
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2x8 OR 2x6 P.T. SYP#2
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2x2x~2" WASHER
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APPROVED ISOLATION PLATE
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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-1
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP
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#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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%%UTRUSS STRAP TO BOND BEAM
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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-1
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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ROOF SHEATHING, SEE SCHEDULE 2/S-1
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TRUSS BEARING
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SEE PLAN
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SCALE: 3/4" = 1'-0"
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ROOF SHEATHING PER SCHEDULE
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%%UDUAL BEARING AT ENTRY
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2x4 SPF #2 @ 16" OC
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HTA16-18
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SCALE: 3/4" = 1'-0"
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MTW16 AT TRUSS
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UPPER TRUSS
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+11'-4"
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%%UENTRY
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+16'-0" E ELEVATION
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WALL SHEATHING PER SCHEDULE
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FALSE WALL
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BLOCKING
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TRUSS K01
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ROOF SHEATHING PER SCHEDULE
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SPTH4 @ 16" OC AT TOP PLATE
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WALL TO ROOF WEEP SCREED
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8"x8" BOND BEAM w/ 1-#5
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#5 VERTICAL IN GROUTED CELL AT DOT LOCATIONS ON PLAN
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7" STANDARD HOOK INTO TOP OF BOND BEAM (MAY USE 7"x25" BENT BAR)
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#5 VERT. AT INTERSECTION OF BOND BEAM w/ 7" HOOK AT TOP
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HOOK BAR INTO TOP OF UPPER BOND BEAM
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%%USTEPPED BOND BEAM & REINFORCING
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MASONRY WALL
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VERTICAL BAR IN GROUTED CELL, SEE PLAN
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SCALE: 3/4" = 1'-0"
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UPPER BOND BEAM, SEE PLAN
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LAP CORNER BARS 40 BAR DIAMETERS
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BEARING
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HOOK OR CORNER BAR
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VERTICAL BOND BEAM, 8"x8" CMU w/ #5 VERTICAL
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LINTEL AT LANAI OR ENTRY, '8F16-1B/1T' (8"x16" FILLED SOLID, 1#5 BOTTOM, 1-#5 TOP)
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At Exterior Stud Walls and Gable Ends with Wall Sheathing, apply plaster over metal lath over water resistive barrier as follows: Plaster R703.6.3: 3-coat 7/8" thick : 3-coat 7/8" thick thick portland cement based plaster per ASTM C926. Metal Lath R703.6.3: Self furring paper : Self furring paper backed 2.5lb diamond mesh metal lath per ASTM C847, G60 galvanized, fastened per ASTM C1063 with 1-1/2” long, 11 long, 11 gage nails with 7/16” head (roofing nails) head (roofing nails) at 7” oc, or 1-1/2” long, 16 gage staples oc, or 1-1/2” long, 16 gage staples long, 16 gage staples at 6” oc, into the framing members (ie, oc, into the framing members (ie, the nails or staples must align with and penetrate 3/4” into the framing studs). into the framing studs). Water Resistive Barrier (WRB) R703.6.3: : Water-resistive vapor-permeable barrier with a performance at least equivalent to 2 layers of Grade D paper. The individual layers shall be installed independently. An approved house wrap may be used for the 1st layer and metal lath with approved paper backing may be the 2nd layer (Note: ZIP wall sheathing with seam tape qualifies as the first layer).
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DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 1. FLOOR & ROOF UNIFORM LOADS: ELEVATED FLOORS: LIVE LOAD 40 PSF, DEAD LOAD 20 PSF ROOF: LIVE TOP CHORD 20 PSF LIVE BOTTOM CHORD 10 PSF (NON-CONCURRENT w/ TCLL) CEMENT ROOF TILE DEAD LOAD 25 PSF TOTAL SHINGLE/METAL ROOFING DEAD LOAD 15 PSF TOTAL MINIMUM DEAD LOAD FOR WIND: TC 5 PSF, BC 5 PSF DEFLECTION CRITERIA: FLOOR L/480 LIVE, L/360 TOTAL ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER ASCE7-10 BASIC WIND SPEED (ASCE7-10) 170 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 132 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE B MEAN ROOF HEIGHT <30 FT ROOF PITCH 6/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.3, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 40 FOR #3 GRADE 60 FOR #4 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. 5. DELEGATED-ENGINEERED WOOD ROOF & FLOOR TRUSSES: ALL WOOD ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY A DELEGATED TRUSS ENGINEER PER RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. 6. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS SOIL BEARING CAPACITY 2000 PSF THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL CONDITIONS FOR THE INTENDED STRUCTURE AND ASSUMED SOIL BEARING CAPACITY. IT IS RECOMMENDED THAT A GEOTECHNICAL FIRM BE HIRED TO PERFORM A SITE EVALUATION. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH HOUSE PLANS. SEE HOUSE PLANS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 8. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. ONE SET OF SIGNED & SEALED TRUSS ENGINEERING SHALL BE DELIVERED TO THE ENGINEER OF RECORD FOR THE STRUCTURE PER FLORIDA ADMINISTRATIVE CODE 61G15-30.005 AND 61G15-31.003.
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WALL SHEATHING PER SCHEDULE
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2x4 TOP PLATE w/ 2-16d TO BOTTOM CHORD OF TRUSS
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2x8 BOTTOM PLATE w/ 2-16d INTO STUDS AND 16d @ 12" OC INTO PT LEDGER
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2x4 PT LEDGER w/ ~4"~Dx3~w" TAPCON @ 12" OC
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LINTEL, SEE PLAN
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WALL BEYOND
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2x4 STUDS @ 16" OC
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SLIDING GLASS DOOR. FASTEN TRACK TO HEADER PER MFR. SPECS
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BOTTOM CHORD
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%%UDOWN-FRAME HEADER
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SCALE: 3/4" = 1'-0"
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ROOF TRUSS
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2x4 PT SILL w/ SPTH4 @ 16" O.C. & ~8"x6" ANCHOR ~8"x6" ANCHOR BOLTS @ 32" O.C. w/ 2" WASHER
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NOTES: 1) WHERE EMBEDDED STRAP IS MISSING OR MIS-LOCATED, 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. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. 3) CONCRETE SCREW SHALL BE WEDGE-BOLT+, TITEN, TAPCON OR EQUIVALENT.
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1-HTWM16 or 20
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2-LUGT2
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HGT-2/3
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2-HTWM16 or 20
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CONNECTOR
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1-HTWM16 or 20
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RETROFIT STRAPS TO CONCRETE/MASONRY
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TO 9790
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TRUSS UPLIFT (LBS)
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TO 1145
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TO 4520
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TO 2290
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TO 3610
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TO 1145
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@ 24" OC
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HTT16
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8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
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EPOXY 12" EMBED WITH USP SET.
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8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
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8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
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16-16d, 7-~4"x2~4" CONCRETE SCREW
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18-10d, ~0"~D ALLTHREAD, DRILL
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& EPOXY 10" EMBED w/ USP SET.
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TWO ~w"~D ALTHREAD, DRILL &
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SHEATHING SCHEDULE
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FLOOR
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N/A
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EXTERIOR STUD WALL
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ROOF
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EXTERIOR CEILING AND SOFFIT
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OPTIONS: 1) 1x4 STRIPPING @ 16"OC w/ 2-8d NAILS TO EACH TRUSS, ~0" EXTERIOR GYPBOARD CEILING, FASTEN w/8d NAILS OR 1~0" DRYWALL SCREWS @ 6"OC EDGE & FIELD. 2) ~6" BC PLYWOOD NAILED w/ 6d COMMON @ 6" OC EDGE & FIELD. 3) VINYL OR ALUMINUM PERFORATED SOFFIT INSTALLED PER MANUFACTURER INSTRUCTIONS TO MEET WIND PRESSURES PER R703.1.2.1.
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A.P.A. RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER. FASTEN WITH 8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD.
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(RING SHANK NAILS PER R803.2.3.1: 0.113" NOMINAL SHANK DIAMETER, RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL ROUND HEAD, 2" NAIL LENGTH)
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NOTE: EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED : EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED HERE MEET THE DESIGN WIND PRESSURES PER R703.1.2.1.
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7/16" ZIP SYSTEM WALL SHEATHING BY HUBER ENGINEERED WOODS LLC, NAILED W/ 8d COMMON WIRE @ 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. INSTALL SHEATHING AND SEAM TAPE IN STRICT ACCORDANCE WITH MFR. WRITTEN INSTRUCTIONS.
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(WHEN ~8" ZIP BRAND ROOF SHEATHING IS USED, H-CLIPS ARE NOT REQUIRED) REQUIRED)
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ROOF COVERING AS SELECTED BY BUILDER PER: FBCR905.2 ASPHALT SHINGLES FBCR905.3 CLAY AND CONCRETE TILE FBCR 905.4 METAL ROOF
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IN ZONE 5, MANUFACTURED SOFFIT PRODUCTS MAY REQUIRE ADDITIONAL BATTONS OR FASTENING PER MFR ENGINEERING SPEC SHEETS TO MEET THE PRESSURE REQUIREMENTS.
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* ON IRREGULAR SHAPED BUILDINGS, THERE IS NO GUIDANCE IN THE CODE FOR HOW FAR A CORNER MUST PROTRUDE FROM THE MAIN BUILDING TO BE CONSIDERED 'ZONE 5'. WE HAVE CHOSEN >15'. THIS IS SUBJECT TO JUDGEMENT CALL BY THE AUTHORITY HAVING JURISDICTION.
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1) TABLE MAY BE USED FOR ANY SIZE WINDOW OR DOOR IN EACH TYPE. 2) USE "INTERIOR ZONE 4" PRESSURES UNLESS WINDOW OR DOOR IS LOCATED WITHIN THE "END ZONE 5" (SEE DIAGRAM BELOW), THEN USE THE HIGHER PRESSURES UNDER THE "END ZONE 5" COLUMN. 3) ALL GLASS / GLAZING SHALL BE IMPACT RATED OR USE IMPACT RATED SHUTTERS. 4) SUBMIT PRODUCT APPROVALS TO THE BUILDING DEPARTMENT AS REQUIRED BY THE LOCAL JURISDICTION. 5) MANUFACTURED SOFFIT PRODUCTS SHALL BE INSTALLED PER MFR ENGINEERING SPEC SHEETS.
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4
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5
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5
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MEASURED FROM
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FACE OF WALL
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END ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)
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4
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5
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5
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%%UTYPICAL
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%%UHOUSE
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%%UPLAN
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5
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5
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4
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4
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INTERIOR ZONE 4 PRESSURES
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4
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5
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5
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4
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5
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5
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4
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5'-0"
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WIDTH = ______
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END
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ZONE
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(SEE PLAN FOR OTHER SPECIFIC PRESSURES)
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16' OR 18' GARAGE DOORS
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TYPICAL WINDOWS & DOORS
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8' OR 9' GARAGE DOORS
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SOFFIT
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+31.2 -41.8
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+31.2 -41.8
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+26.4 -29.4
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+27.6 -31.2
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+31.2 -33.8
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+31.2 -33.8
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WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE B, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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WINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES
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INTERIOR ZONE 4
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(Vasd=132 MPH, RISK CAT II, ENCLOSED, kd=0.85, h<30')
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TYPE
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END ZONE 5
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+17'-3" F ELEVATION
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S-1
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1
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REVISIONS
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BY
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SHEET
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DATE
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CHECKED
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DESIGN/DRAWN
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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JOB NO.
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SHEET OF
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DWB/DWB
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DWB
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10/17/19
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AS NOTED
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DR11172
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1
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DESIGN PER FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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MODEL 2788 E
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STRUCTURAL DETAILS FOR
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14700 KELSON CIRCLE NAPLES, FLORIDA LOT: 12 SUBDIVISION: NAPLES RESERVE
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3 CAR GARAGE
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FOR BUILDERS FIRST SOURCE TRUSSES, 170 MPH, EXPOSURE B, ELEVATION E, 3 CAR GARAGE, JOB # MASTER, DATED: 10/07/19, REVISED: NONE