a-1a · 2019. 10. 24. · 9-05-19 date: plan: sheet# scale: checked by: revised: drawn by: subdiv:...
TRANSCRIPT
9-05-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV:
RESI
DENC
E FO
R:
G.C.
D.# :
LOT:
MOD
EL:
BLOC
K :
ADDR
ESS:
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
UNIT
198
3
JWC
ELEVATION
3/16" = 1'-0"
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
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-1A
D.R.
H.# :
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
ON CONC BLK WALL.
AutoCAD SHX Text
DECORATIVE TEXTURE FIN.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
16'-0" X 8'-0" O.H. GARAGE DOOR
AutoCAD SHX Text
W/ SIDE LITE
AutoCAD SHX Text
W/ FIXED GL ABOVE
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 14'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
6" DECOR BAND
AutoCAD SHX Text
8" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
8" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
6" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
TRUSS MFR TO SET HEEL
AutoCAD SHX Text
HEIGHT AS NEEDED TO PLANE
AutoCAD SHX Text
OUT WITH MAIN ROOF BEYOND
AutoCAD SHX Text
TO FINISH FLOOR
AutoCAD SHX Text
3080 FRONT ENTRY DR.
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
KEY STONE "TYP"
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
2-35SH
AutoCAD SHX Text
3- 4080 SL. GL. DOOR
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
25 SH
AutoCAD SHX Text
ON CONC BLK WALL.
AutoCAD SHX Text
DECORATIVE TEXTURE FIN.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
34 SH
AutoCAD SHX Text
25 SH
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
%%U%%OLEFT SIDE ELEVATION: "A"%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%ORIGHT SIDE ELEVATION: "A"%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%OREAR ELEVATION: "A" %%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%OFRONT ELEVATION: "A" %%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
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
9-05-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV:
RESI
DENC
E FO
R:
G.C.
D.# :
LOT:
MOD
EL:
BLOC
K :
ADDR
ESS:
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
UNIT
198
3
JWC
ELEVATION
3/16" = 1'-0"
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
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-1B
D.R.
H.# :
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
12
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
5
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
W/ FIXED GL ABOVE
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
16'-0" X 8'-0" O.H. GARAGE DOOR
AutoCAD SHX Text
W/ SIDE LITE
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 14'-0" A.F.F.
AutoCAD SHX Text
3" DECOR BAND
AutoCAD SHX Text
8" DECOR BAND
AutoCAD SHX Text
6" DECOR BAND
AutoCAD SHX Text
NOTE: CROWN BANDING MUST RETURN
AutoCAD SHX Text
10'-0" ON SIDE ELEVATION & RETURN
AutoCAD SHX Text
TO ENTRY
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
6" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
8" DECOR BAND
AutoCAD SHX Text
KEY STONE
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
KEY STONE
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
DECO
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
TRUSS MFR TO SET HEEL
AutoCAD SHX Text
HEIGHT AS NEEDED TO PLANE
AutoCAD SHX Text
OUT WITH MAIN ROOF BEYOND
AutoCAD SHX Text
TO FINISH FLOOR
AutoCAD SHX Text
3080 FRONT ENTRY DR.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
2-35SH
AutoCAD SHX Text
3- 4080 SL. GL. DOOR
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
ON CONC BLK WALL.
AutoCAD SHX Text
DECORATIVE TEXTURE FIN.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
25 SH
AutoCAD SHX Text
ON CONC BLK WALL.
AutoCAD SHX Text
DECORATIVE TEXTURE FIN.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
34 SH
AutoCAD SHX Text
25 SH
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%OFRONT ELEVATION: "B" %%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%OREAR ELEVATION: "B" %%O
AutoCAD SHX Text
%%U%%OLEFT SIDE ELEVATION: "B"%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%ORIGHT SIDE ELEVATION: "B"%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
8" DECOR BAND
AutoCAD SHX Text
RAISED
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
9-05-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV:
RESI
DENC
E FO
R:
G.C.
D.# :
LOT:
MOD
EL:
BLOC
K :
ADDR
ESS:
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
UNIT
198
3
JWC
ELEVATION
3/16" = 1'-0"
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
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-1C
D.R.
H.# :
AutoCAD SHX Text
ON CONC BLK WALL.
AutoCAD SHX Text
DECORATIVE TEXTURE FIN.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
16'-0" X 8'-0" O.H. GARAGE DOOR
AutoCAD SHX Text
W/ SIDE LITE
AutoCAD SHX Text
W/ FIXED GL ABOVE
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 14'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
6" DECOR BAND
AutoCAD SHX Text
8" & 2" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
8" & 2" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
6&2" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
TRUSS MFR TO SET HEEL
AutoCAD SHX Text
HEIGHT AS NEEDED TO PLANE
AutoCAD SHX Text
OUT WITH MAIN ROOF BEYOND
AutoCAD SHX Text
TO FINISH FLOOR
AutoCAD SHX Text
3080 FRONT ENTRY DR.
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
6" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
2" DECOR BAND
AutoCAD SHX Text
KEY STONE "TYP"
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
2-35SH
AutoCAD SHX Text
3- 4080 SL. GL. DOOR
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
25 SH
AutoCAD SHX Text
ON CONC BLK WALL.
AutoCAD SHX Text
DECORATIVE TEXTURE FIN.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
34 SH
AutoCAD SHX Text
25 SH
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
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%%OLEFT SIDE ELEVATION: "C"%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%ORIGHT SIDE ELEVATION: "C"%%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%OREAR ELEVATION: "C" %%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
%%U%%OFRONT ELEVATION: "C" %%O
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
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
9-05-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV:
RESI
DENC
E FO
R:
G.C.
D.# :
LOT:
MOD
EL:
BLOC
K :
ADDR
ESS:
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
UNIT
198
3
JWC
ELEVATION
3/16" = 1'-0"
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
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-1D
D.R.
H.# :
AutoCAD SHX Text
12
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
5
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
W/ FIXED GL ABOVE
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
16'-0" X 8'-0" O.H. GARAGE DOOR
AutoCAD SHX Text
W/ SIDE LITE
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 14'-0" A.F.F.
AutoCAD SHX Text
6&2" DECOR BAND
AutoCAD SHX Text
6&2" DECOR BAND
AutoCAD SHX Text
6&2" DECOR BAND
AutoCAD SHX Text
NOTE: CROWN BANDING MUST RETURN
AutoCAD SHX Text
10'-0" ON SIDE ELEVATION & RETURN
AutoCAD SHX Text
TO ENTRY
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
6&2" DECOR BAND
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
6&2" DECOR BAND
AutoCAD SHX Text
KEY STONE
AutoCAD SHX Text
RAISED
AutoCAD SHX Text
KEY STONE
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
DECO
AutoCAD SHX Text
TYPICAL
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
TRUSS MFR TO SET HEEL
AutoCAD SHX Text
HEIGHT AS NEEDED TO PLANE
AutoCAD SHX Text
OUT WITH MAIN ROOF BEYOND
AutoCAD SHX Text
TO FINISH FLOOR
AutoCAD SHX Text
3080 FRONT ENTRY DR.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
@ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
35 SH
AutoCAD SHX Text
2-35SH
AutoCAD SHX Text
3- 4080 SL. GL. DOOR
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
ON CONC BLK WALL.
AutoCAD SHX Text
DECORATIVE TEXTURE FIN.
AutoCAD SHX Text
TOP OF BOND BEAM
AutoCAD SHX Text
ELEV @ 9'-4" A.F.F.
AutoCAD SHX Text
FINISH FLOOR
AutoCAD SHX Text
@ 0'-0" A.F.F.
AutoCAD SHX Text
12
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
TYP.
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35 SH
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25 SH
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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TOP OF BOND BEAM
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ELEV @ 9'-4" A.F.F.
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FINISH FLOOR
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@ 0'-0" A.F.F.
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12
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5
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TYP.
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TYP.
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34 SH
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25 SH
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12
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5
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12
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5
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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%%OFRONT ELEVATION: "D" %%O
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SCALE: 3/16" = 1'-0"
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%%U%%OREAR ELEVATION: "D" %%O
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%%U%%OLEFT SIDE ELEVATION: "D"%%O
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SCALE: 3/16" = 1'-0"
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%%U%%ORIGHT SIDE ELEVATION: "D"%%O
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SCALE: 3/16" = 1'-0"
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8" DECOR BAND
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RAISED
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ALLOW 2" FOR HURRICANE SHUTTER ATTACHMENT
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%%U%%OTYPICAL WINDOW BANDING DETAIL%%O
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
9-05-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV:
RESI
DENC
E FO
R:
G.C.
D.# :
LOT:
MOD
EL:
BLOC
K :
ADDR
ESS:
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
UNIT
198
3
JWC
FLOOR PLAN
3/16" = 1'-0"
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
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Stru
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ngin
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ly.
No
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by
the
SER
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isci
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ch a
s arc
hite
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echa
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umbi
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STR
UC
TUR
AL
ENG
INEE
RIN
G
A-3
D R HORTON
D R HORTON
D.R.
H.# :
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1
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3
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3
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3
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2
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3
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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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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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NOTES
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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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FOYER CEILING
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FOYER CEILING
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FOYER CEILING
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1
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3
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FOYER DETAIL
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2
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3
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HALL/FOYER DETAIL
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3
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3
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DEN/FOYER DETAIL
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5
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3
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MASTER SUITE DETAIL
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CEILING
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LV. = LOUVERED DOOR
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%%u%%oBEDROOM #2
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%%U%%OBEDROOM #3
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%%U%%ODEN
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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ENTRY AREA ------------------------------- 35
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GARAGE AREA ----------------------------- 507
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TOTAL AREA ----------------------------- 2,755
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SQUARE FOOTAGE
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FLOOR LIVING AREA -------------------- 1,983
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LANAI AREA ------------------------------- 230
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%%U%%OLANAI
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%%U%%OGARAGE
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%%U%%OENTRY
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COFFERED CEILING
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9'-4" FLAT CEILING
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5'-0" TUB
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MIRROR
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PKT.
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BETTER INSULATION
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MINIMUM R-13 OR
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KNEE WALL
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O.H. CAB.
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RANGE
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REF. SPACE
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O.H CABINET
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9'-4" CEILING
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22" X 36"
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ATTIC ACCESS
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9'-4" FLAT CEILING
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TP
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TB
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3
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42" WALL W
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VALVES
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9'-4" CEILING
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9'-4" FLAT CEILING
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%%U%%ODINING
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9'-4" FLAT CEILING
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%%U%%OGREAT ROOM
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COFFERED CEILING
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%%u%%oMASTER SUITE
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COFFERED CEILING
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2
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2
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A/C UNIT ON
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36" X 36" PAD
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E
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D
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A
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4
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3
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EGRESS
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5
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3
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16080 O.H. GARAGE DR.
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1
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A
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TILE SHWR.
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REC. 3 1/2"
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3
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5
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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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HOLLOW DOT IS #5
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VERTICAL IN WINDOW SILL
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(NO VERTICALS IN HEADER)
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2
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PK.
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FIR INSIDE
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1/2"
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12" VINYL SHELF
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12" VINYL SHELF
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3
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B.F.
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CEILING
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9'-4" CLGN
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3
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B.F.
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CEILING
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9'-4" CLGN
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4- SH
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24"x16"
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LINEN
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HB
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HB
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W/H
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DRYER
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WASH.
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OPT.
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LT.
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2
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B.F.
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3
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B.F.
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3
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B.F.
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5
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B.F.
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5
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3
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3
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9'-4" FLAT CEILING
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SHELF
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2
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2
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2
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12" VINYL SHELF
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B
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B
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EGRESS
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EGRESS
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EGRESS
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5'-0" TUB
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%%U%%OBATH #2
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12" VINYL
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4- SH
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LINEN
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%%U%%OFOYER
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COFFERED CEILING
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O.H. CAB.
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8" STUD WALL
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%%U%%OUTILITY
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9'-4" CLGN
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TOP OF ARCH
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@ 8'-10" A.F.F.
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DW
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SINK & DISP.
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A
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C
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F
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2
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3
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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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FOYER CEILING
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4-16" PANTRY SHELVES 18" FROM F.F. 15" INCREMENTS
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2-2668 WOOD STANDARD
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GLASS OPTIONAL
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SCALE: 3/16" = 1'-0"
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%%U%%O1st FLOOR PLAN:%%O
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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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CEILING
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4
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3
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MASTER SUITE DETAIL
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7
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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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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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ESCAPE
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3-4080
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SL. GL. DR.
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1
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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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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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D
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C
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E
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B
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F
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DISTINCTION
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35
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SH
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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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WIND
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PRESSURE
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A
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5
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4
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5
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4
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25
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SH
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34
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SH
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WIND-BORNE
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DEBRIS PROTECTION
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WIND-BORNE
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DEBRIS PROTECTION
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SHUTTERS
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1
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3
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2
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1
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1
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9
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FIXED GL.
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ABV. ENTRY DR.
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55" X 24"
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SIDE LITE
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12
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96
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1
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5
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4
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3
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2-35
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SH
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4&5
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5
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4
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5
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4
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5
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4
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5
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4
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5
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4
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GARAGE DOOR ASSUMES 2' IN ZONE 5.
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SHUTTERS
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SHUTTERS
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SHUTTERS
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SHUTTERS
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SHUTTERS
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SL. GL. DOOR
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WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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+28.2/-31.5
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+33.5, -44.8
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+33.5, -36.3
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+33.5, -44.8
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+33.5, -36.3
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+29.4, -33.3
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+33.5, -44.8
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+33.5, -36.3
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+33.5, -44.8
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+33.5, -36.3
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+33.5, -44.8
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+33.5, -36.3
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+33.5, -44.8
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+33.5, -36.3
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+33.5, -44.8
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+33.5, -36.3
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Vasd=124 MPH
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Vasd=124 MPH
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12'-4"
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10'-0"
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10'-4" COFFERED CEILING
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10'-4"
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10'-0"
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RECESSED A/H
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6" STUD WALL
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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
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TEMPERED
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TEMPERED
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TEMPERED
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NOTE: INSTALL 1-3/8" THICK SOLID
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WOOD DOOR BETWEEN LIVING AND
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GARAGE PER R302.5.1.
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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+29.4, -33.3
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SAFETY GLAZED
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CABINET BACKING
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KITCHEN UPPER TOP @ 54", 84"& 96" BASE TOP @35"
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MASTER BATH UPPER BASE- TOP @35"
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GUEST BATH UPPER BASE- TOP @31"
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LAUNDRY RM. UPPER TOP @84" BASE
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DOOR HEADERS
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8'-0" BIFOLD
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6'-8" POCKET
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8'-0" POCKET
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HEADER HEIGHT
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82" A.F.F.
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HEADER HEIGHT
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HEADER HEIGHT
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82 1/2" A.F.F.
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98 1/2" A.F.F.
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PLAN NOTES
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1 HEADER @ 83". DOOR SHALL BE SELF CLOSING PER R302.5.1
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1)
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.
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5)
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3)
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4)
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NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
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VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
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ALL WINDOWS INSTALL 72" ABOVE GRADE MUST COMPLY WITH R 312.2.1 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE
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9)
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2X6 KITCHEN KNEE WALL 34" TO TOP
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THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
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PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.
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PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
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7)
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8)
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2)
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6)
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WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
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10)
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11)
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STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE, WATER HEATER, AND DRYER. VERIFY WITH CONTRACTOR AND SUBDIV. SPECS. A SEPARATE PERMIT IS REQUIRED FOR GAS PIPING.
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12)
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ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.
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MICROWAVE @ 102"
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT
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13.) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE INSTALLED AT OF ABOVE FLOOD PLUS 1'-0" FREEBOARD.
9-05-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV:
RESI
DENC
E FO
R:
G.C.
D.# :
LOT:
MOD
EL:
BLOC
K :
ADDR
ESS:
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
UNIT
198
3
JWC
ROOF PLAN
3/16" = 1'-0"
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
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-4 A&C
D.R.
H.# :
A1
A2
A3
A4
A5
A6
A7
H
J
1
0
A
H
J
1
0
CJ1
CJ3A
CJ5A
CJ1
CJ3A
CJ5A
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
B1
B2
B3
H
J
8
H
J
8
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
C1
H
J
6
H
J
6
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
B4
B5
A16
E1
H
J
4
CJ1
CJ1
H
J
4
CJ1
CJ1
E2
C3
C4
A15
A14
A13
A12
A8
V2
V4
V6
V7
V2
V4
V5
EJ7A(3) EJ7(11)
A9(4)
C2(2)
EJ3(3)
EJ4(3)
EJ5(6)
A11(6)
A10(2)
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%%U8F8-1B
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%%U8F8-0B
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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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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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#5 VERTICAL @ DOT LOCATION (48" O.C. MAX)
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IN GROUTED CELL W/ 7" HOOK INTO BOND BEAM
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CORNER BARS IN
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BOND BEAM PER 8/S-1.
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%%U8F8-1B AT DOOR
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DOOR HEAD AND
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TRANSOM HEAD
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HB
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HB
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W/H
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WASH.
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OPT.
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LT.
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%%u%%oBEDROOM #2
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%%U%%OBEDROOM #3
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%%U%%ODEN
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%OLANAI
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%%U%%OGARAGE
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%%U%%OENTRY
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COFFERED CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%ODINETTE
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9'-4" FLAT CEILING
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%%U%%OGREAT ROOM
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COFFERED CEILING
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%%u%%oMASTER SUITE
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COFFERED CEILING
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CEILING
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9'-4" CLGN
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CEILING
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9'-4" CLGN
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9'-4" FLAT CEILING
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%%U%%OBATH #2
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%%U%%OFOYER
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%%U%%OUTILITY
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9'-4" CLGN
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HIP
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HIP
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HIP
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HIP
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HIP
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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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HIP
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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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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4" . ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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%%U8F8-0B
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%%U8F16-1B/1T
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12'-4" COFFERED
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CEILING
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11'-4" FLAT CLG
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14'-0" FLAT CEILING
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10'-4" COFFERED
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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 PLAN:%%O
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S-2
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1
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S-2
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2
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S-2
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2
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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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EXTERIOR CEILING PER
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SCHEDULE 2/S-1
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STUD BEARING WALL, 2X4
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SPF #2 @ 16" O.C. W/ SPTH4
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TOP & BOTTOM @ 16 O.C.
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1
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2
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"X6" EXPANSION BOLT
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@ 32" O.C. W/ 2" WASHER.
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1
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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE, JOB # MASTER, DATED: 12/23/15, REVISED: 01/31/18
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1-HTT45 THIS SIDE OF A1, W/ 5/8 ALLTHREAD,DRILL & EPOXY 12" EMBED
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@ A1
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1-HTA16-18
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@ A1
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1-HTA16-18
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@ B5
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1-HTA16-18
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@ C4
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1-HTA16-18
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@ C4 & B5
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1-MTW16
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@ C1
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1-HTA16-18
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@ C1
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1-HTA16-18
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@ B1
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1-HTA16-18
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@ B1
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1-HTA16-18
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%%U8F16-1B/1T
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TYP.
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1-HTW20
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CEILING
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10'-4"
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10'-0"
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10'-0"
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RECESSED A/H
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AIR HANDLER DETAIL
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A/H
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SCALE: 1/4"= 1'-0"
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A/H
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ELEVATION @ BEARING
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ELEVATION @ WALL
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ELEVATION @ +10"
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B
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A-4
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COFFER DETAIL "B"
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SCALE: 3/8"= 1'-0"
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ELEVATION @ +12"
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A
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A-4
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COFFER DETAIL "C"
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SCALE: 3/8"= 1'-0"
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A
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A-4
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A
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A-4
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A
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A-4
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B
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A-4
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B
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A-4
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FALSE KNEEWALL
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FALSE KNEEWALL
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BEARING HEIGHT
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= BEARING @ 9'-4" A.F.F.
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= BEARING @ 12'-4" A.F.F.
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= BEARING @ 14'-0" A.F.F.
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ATTIC AREA
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ATTIC VENTILATION
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(ATTIC AREA 1/150)
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VENTILATION REQUIRED
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18.4 SQ. FT.
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2755 SQ. FT.
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WITHOUT OFF RIDGE VENTS
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VENTILATION REQUIRED
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WITH OFF RIDGE VENTS (O.R.V)
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OFF RIDGE EXHAUST VENT SIZES
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%%U(AREA NET FREE SQUARE FEET)
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 150 = vented sq. ft.
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 300 = vented sq. ft
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(FBC R806)
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SCALE: 1/4"=1'-0"
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(ATTIC AREA 1/300 INSTALL PER
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FBC R806.2 MINIMUM AREA REQUIREMENTS)
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.38 SQ. FT.
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FREE AREA
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1 SQ. FT.
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FREE AREA
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1.45 SQ. FT.
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FREE AREA
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1
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verify venting requirements
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with energy calculations
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square footage
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soffit vents
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mark
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off ridge vents
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total ventilation
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MIN AIR FLOW OF SOFFIT
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6.6%%%
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MIN AIR FLOW OF SOFFIT
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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O.R.V. NOT USED
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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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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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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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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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 REQUIREMENT )
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10-10dx1 1/2", EMBED 4"
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1870
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INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTA20
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON C/L OF WALL. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER DETAIL 2/S-4. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.
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2800 (2 PLY)
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3170 (2 PLY)
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5005
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2430 (1 PLY)
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10-10dx1 1/2", EMBED 4"
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5/8"%%C ATR, EPOXY 12"
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(2)HTA16-18
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(2)HTA16-18
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(2)HTA20
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HTT45
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R2
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TRUSS STRAPPING TO MASONRY
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1615
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10-10dx1 1/2", EMBED 4"
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(1)HTA16-18
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CONNECTOR
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FASTENER
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10-10dx1 1/2", EMBED 4"
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10-10dx1 1/2", EMBED 4"
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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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LINTELS BEAR 4" MIN. EACH END
9-05-19DATE:
PLAN:
SHEET#
SCALE:
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A3
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A6
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CJ1
CJ3A
CJ5A
CJ1
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CJ5
CJ1
CJ3
CJ5
C1
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CJ1
CJ3
CJ1
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CJ1
CJ3
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B5
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C3
C4
A15
A14
A13
A12
A8
G1
G2
V2
V4
V6
V7
V2
V4
V5
EJ7A(3) EJ7(11)
A9(4)
C2(2)
EJ4(3)
B4(3)
B6(3)
E2(3)
A11(6)
A10(2)
AutoCAD SHX Text
%%U8F8-1B
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%%U8F8-0B
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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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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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#5 VERTICAL @ DOT LOCATION (48" O.C. MAX)
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IN GROUTED CELL W/ 7" HOOK INTO BOND BEAM
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CORNER BARS IN
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BOND BEAM PER 8/S-1.
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%%U8F8-1B AT DOOR
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DOOR HEAD AND
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TRANSOM HEAD
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NO GABLE BRACES @
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ENTRY. OUTLOOKERS SIMILAR
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TO 12/S-1
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%%u%%oBEDROOM #2
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%%U%%OBEDROOM #3
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%%U%%ODEN
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%OLANAI
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%%U%%OGARAGE
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%%U%%OENTRY
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COFFERED CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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%%U%%ODINETTE
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9'-4" FLAT CEILING
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%%U%%OGREAT ROOM
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10'-4"
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%%u%%oMASTER SUITE
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COFFERED CEILING
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CEILING
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9'-4" CLGN
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CEILING
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9'-4" CLGN
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9'-4" FLAT CEILING
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%%U%%OBATH #2
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%%U%%OFOYER
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%%U%%OUTILITY
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9'-4" CLGN
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HIP
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HIP
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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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RIDGE
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RIDGE
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RIDGE
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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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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4" . ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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%%U8F8-0B
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%%U8F16-1B/1T
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12'-4" COFFERED
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CEILING
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11'-4" FLAT CLG
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14'-0" FLAT CEILING
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PER DETAIL 12/S-1
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1- GABLE BRACES
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10'-4" COFFERED
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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 PLAN "B&D":%%O
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S-2
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1
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S-2
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2
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S-2
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2
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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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EXTERIOR CEILING PER
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SCHEDULE 2/S-1
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STUD BEARING WALL, 2X4
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SPF #2 @ 16" O.C. W/ SPTH4
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TOP & BOTTOM @ 16 O.C.
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1
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2
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"X6" EXPANSION BOLT
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@ 32" O.C. W/ 2" WASHER.
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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE, JOB # MASTER, DATED: 01/17/18, REVISED: NONE
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1
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1-HTT45 THIS SIDE OF A1, W/ 5/8 ALLTHREAD,DRILL & EPOXY 12" EMBED
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@ A1
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1-HTA16-18
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@ A1
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1-HTA16-18
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@ B5
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1-HTA16-18
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@ C4
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1-HTA16-18
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@ C4 & B5
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1-MTW16
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@ C1
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1-HTA16-18
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@ C1
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1-HTA16-18
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12
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S-1
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TYP.
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1-HTW20
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CEILING
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RECESSED A/H
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10'-0"
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10'-0"
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COFFERED CEILING
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AIR HANDLER DETAIL
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A/H
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SCALE: 1/4"= 1'-0"
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A/H
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ELEVATION @ BEARING
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ELEVATION @ WALL
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ELEVATION @ +10"
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B
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A-4
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COFFER DETAIL "B"
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SCALE: 3/8"= 1'-0"
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ELEVATION @ +12"
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A
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A-4
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COFFER DETAIL "C"
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SCALE: 3/8"= 1'-0"
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A
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A-4
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A
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A-4
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A
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A-4
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B
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A-4
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B
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A-4
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HTA16-18 @ 32" O.C. @ INSIDE FACE OF TRUSS
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FALSE KNEEWALL
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FALSE KNEEWALL
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BEARING HEIGHT
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= BEARING @ 9'-4" A.F.F.
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= BEARING @ 12'-4" A.F.F.
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= BEARING @ 14'-0" A.F.F.
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ATTIC AREA
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ATTIC VENTILATION
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(ATTIC AREA 1/150)
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VENTILATION REQUIRED
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18.4 SQ. FT.
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2755 SQ. FT.
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WITHOUT OFF RIDGE VENTS
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VENTILATION REQUIRED
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WITH OFF RIDGE VENTS (O.R.V)
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OFF RIDGE EXHAUST VENT SIZES
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%%U(AREA NET FREE SQUARE FEET)
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 150 = vented sq. ft.
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 300 = vented sq. ft
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(FBC R806)
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SCALE: 1/4"=1'-0"
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(ATTIC AREA 1/300 INSTALL PER
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FBC R806.2 MINIMUM AREA REQUIREMENTS)
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.38 SQ. FT.
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FREE AREA
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1 SQ. FT.
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FREE AREA
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1.45 SQ. FT.
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FREE AREA
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1
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verify venting requirements
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with energy calculations
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square footage
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soffit vents
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mark
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off ridge vents
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total ventilation
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MIN AIR FLOW OF SOFFIT
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6.6%%%
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MIN AIR FLOW OF SOFFIT
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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O.R.V. NOT USED
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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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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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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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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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 REQUIREMENT )
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10-10dx1 1/2", EMBED 4"
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1870
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INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTA20
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON C/L OF WALL. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER DETAIL 2/S-4. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.
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2800 (2 PLY)
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3170 (2 PLY)
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5005
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2430 (1 PLY)
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10-10dx1 1/2", EMBED 4"
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5/8"%%C ATR, EPOXY 12"
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(2)HTA16-18
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(2)HTA16-18
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(2)HTA20
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HTT45
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R2
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TRUSS STRAPPING TO MASONRY
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1615
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10-10dx1 1/2", EMBED 4"
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(1)HTA16-18
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CONNECTOR
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FASTENER
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10-10dx1 1/2", EMBED 4"
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10-10dx1 1/2", EMBED 4"
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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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LINTELS BEAR 4" MIN. EACH END
9-05-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV:
RESI
DENC
E FO
R:
G.C.
D.# :
LOT:
MOD
EL:
BLOC
K :
ADDR
ESS:
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
UNIT
198
3
JWC
ELECTRICAL
3/16" = 1'-0"
A-5
D.R.
H.# :
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HB
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HB
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W/H
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WASH.
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OPT.
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LT.
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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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Arc-Fault circuit-Interrupters & Tamper-Resistant Receptacles
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shall be installed in dwelling units 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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EXHAUST FAN
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PUSH BUTTON
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RECESSED LIGHT
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1/2 SWITCHED DUPLEX OUTLET
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DUPLEX RECEPTACLE OUTLET
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4-PLEX RECEPTACLE OUTLET
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220 V RECEPTACLE OUTLET
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SINGLE RECEPTACLE OUTLET
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DUPLEX RECETACLE @ ELEV. A.F.F.
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ELECTRICAL PANEL
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ELECTRICAL METER
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120 V JUNCTION BOX
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T
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TIMER SWITCH
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J
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GFI
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D
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3
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SD
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TV
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ELECTRICAL LEGEND
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ANY RESIDENT HAVING A FOSSIL-BURNING
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HEATER OR APPLIANCE, A FIREPLACE, OR
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AN ATTACHED GARAGE SHALL HAVE AN
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OPERATIONAL CARBON MONOXIDE ALARM
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INSTALLED WITHIN 10 FEET OF EACH
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ROOM USED FOR SLEEPING PERPOSES.
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PER RULE 9B-3.04.72
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DB= DOOR BELL
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STUB OUT FOR
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GARAGE DR OPENER
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42 A.F.F.
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A/C DISCONNECT
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3
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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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SD
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KEYLESS
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COACH
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LIGHT
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COACH
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LIGHT
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H
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H
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A
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FAN (TYP.)
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PRE-WIRE FOR
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SCD
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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VP
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GFI
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GFI
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VP
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3
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EXH
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FAN
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EXH
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FAN
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E
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E
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A
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B
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B
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K
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J
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SD
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TV
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3
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A
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SCD
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FAN (TYP.)
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PRE-WIRE FOR
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GFI
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WP
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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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C
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GFI
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GFI
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GFI
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GFI
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PH
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GFI
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WP
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GFI
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A
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N
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A
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3
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D.B.
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SD
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A
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SCD
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SD
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3
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GFI
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EXH
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FAN
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E
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VP
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B
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GFI
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WP
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42 A.F.F.
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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OPT.
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OPT.
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OPT.
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FLOOD LIGHT SWITCH
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IN FOYER
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OPT.
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FLOOD LIGHT SWITCH
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IN FOYER
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POWER CO.
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300 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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M
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150 AMP.
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PANEL
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150 AMP.
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PANEL
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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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(2) 2/0 AL & (1) 1/0 AL
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OR CU EQUIVALENT.
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FAN (TYP.)
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PRE-WIRE FOR
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FAN (TYP.)
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PRE-WIRE FOR
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TO OPT.
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FLOOD
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LIGHTS
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TO OPT.
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FLOOD
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LIGHTS
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K
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P
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OPT.
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STRUCTURED
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WIRE BOX
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K
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P
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OPT.
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K
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P
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OPT.
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W/ 110 OUTLET
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SCALE: 3/16" = 1'-0"
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%%u%%oELECTRICAL PLAN:%%O
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ELECTRICAL PLAN 1983
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P
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P
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NOTE: VERIFY LOCATION
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OF GFI PER
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DECO BANDING
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STRUCTURED
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WIRE BOX W/
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110 OUTLET
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TV
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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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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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(37)
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(3)
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(1)
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(5)
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(3)
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(X)
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NOT USED
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(2)
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(X)
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(2)
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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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Recessed Cans
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Coach Lights
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Coach Lights
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J BOX
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5lt Chandelier
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3 LT
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Pendant Light
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L
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M
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(X)
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(X)
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4' Fluorescent
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2' Fluorescent
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P
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RECESSED A/H
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INSTALL 220V OUTLET FOR OVEN AS REQUIRED
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3
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3
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A/C DISCONNECT
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3
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A
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A
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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A
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A
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A
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A
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A
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A
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A
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A
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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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SCD
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SD (SMOKE DETECTOR)
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SCD (CARBON MONOXIDE/SMOKE DETECTOR
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OPTIONAL BRASS FLOOR OUTLET W/ SWITCH
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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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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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D
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D
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D
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D
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D
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KEYLESS
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All electric, electrical equipment and appliances to be set at or above base flood elevations plus 1'-0" freeboard.
9-05-19DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV:
RESI
DENC
E FO
R:
G.C.
D.# :
LOT:
MOD
EL:
BLOC
K :
ADDR
ESS:
JWC
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
UNIT
198
3
JWC
SECTIONS
AS NOTED
This
sign
atur
e an
d se
al is
for w
ork
perf
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y th
e St
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Eng
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umbi
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STR
UC
TUR
AL
ENG
INEE
RIN
G
A-6
D.R.
H.# :
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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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OR SHINGLE ROOF PER NOTE 5 ON A-6
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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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NOTE:EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE RADIANT BARRIER AND HOUSE WRAP.
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RADIANT BARRIER:
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SCALE: N.T.S.
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ATTIC
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EXTERIOR
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GABLE WALL
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EXTERIOR STUD WALL OR TRUSS
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EXTERIOR PLYWOOD W/ RADIANT BARRIER ON ATTIC SIDE
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HOUSE WRAP
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ROOF
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RADIANT BARRIER GLUED TO PLYWOOD
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TOP CHORD
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ATTIC
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EXTERIOR
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SLOPE TO EXTERIOR
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2
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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GRADE
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8"X8"X16" CONC. BLOCK
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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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OR SHINGLE ROOF PER NOTE 5 ON A-6
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MIN. 2" X 6" 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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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 R703.2.1
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-1
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
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SEE ENERGY CODE FORMS FOR INSULATION R-VALUES
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PROVIDE TERMITE TREATMENT WITH "BORA CARE"
09-05-19DATE:
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CORNER OF
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MID WALL
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FELT STRIP
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BUILDING
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CORNER BEAD
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WEEP SCREED
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FELT STRIP
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WIRE LATH
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EXPANSION JOINT
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OVER FELT
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OVER FELT STRIP
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BUILDING
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BUILDING
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FELT STRIP
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EXPANSION JOINT
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CORNER OF
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BUILDING
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MASONRY WALL
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OVER WIRE LATH
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EXPANSION JOINT
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OVER BLOCK WALL
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OVER WIRE LATH
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EXPANSION JOINT
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DECO. TEXTURED FINISH
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OVER WIRE LATH
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DECO. TEXTURED FINISH
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FRAME WALL
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FELT OVER
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FRAME WALL
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WIRE LATH
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OVER FELT
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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WIRE LATH OVER
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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FRAME WALL
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FELT PAPER
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MITER OVER SCREED
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WIRE THE CONTROL
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JOINT TO LATH WITH
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18 GA. GALVANIZED
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WIRE AT 7' O.C. MAX.
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AMICO M-TYPE
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CONTROL JOINT
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AMCJM-780 OR
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APPROVED EQUAL
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OVER LATH (CUT
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LATH BEHIND
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CONTROL JOINT 1/4'
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MIN. GAP) LOCATE
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OVER STUD ONLY
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AND PER NOTE 1
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FULLY EMBED BACK FACE
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OF WEEP SCREED IN
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CAULK. LET OOZE OUT AT
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CORNER AND SCREED 2"
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MIN. WIDTH
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MITER OUT CORNER
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BEAD AT
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MID WALL
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WEEP SCREED
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*
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NOTE 1:
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MAX OF 144 SQ. FT.
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BETWEEN CONTROL
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JOINTS. NOT GREATER
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THAN 18'-0"O.C. MAX
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AREA RATIO OF
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CONTROL JOINTS-2-2/1 TO 1
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(AT WOOD
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FRAME ONLY)
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*
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CAULK CENTER JOINT
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IN MID WALL WEEP
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SCREED 2" IN EA.
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DIRECTION AT CORNER
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WOOD FRAME
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MASONRY WALL
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%%UMASONRY WALL
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%%UMASONRY WALL
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MASONRY WALL
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%%UWEEP SCREED DETAIL
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INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
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WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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MASONRY NAIL
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6" WIDE FELT
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METAL LATH
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MASONRY WALL
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PAPER BACK
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WALL SHEATHING
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WITH HOUSE WRAP
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OR ZIP SYSTEM
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WALL SHEATHING
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WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS
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C
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L
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FELT AND
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WEEP SCREED
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%%UMID WALL WEEP SCREED DETAIL
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OVER
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WITH FELT
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FRAME WALL
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WIRE LATH
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WOOD FRAME
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MASONRY WALL
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SCALE: N.T.S.
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%%UPAN FLASHING PER R703.4
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R703.4 - Where flashing instructions or details are not provided by the window or door manufacturer or by the flashing manufacturer, "pan flashing" shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage. Openings using pan flashing shall 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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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION