A1...g.c.d. #: 10739 block : adrs: 10732-10728crossback laned.r.h. #: 579380123-124. framers notes:...
11
Transcript of A1...g.c.d. #: 10739 block : adrs: 10732-10728crossback laned.r.h. #: 579380123-124. framers notes:...
3/16" = 1'-0"
ELEVATION
A1
SCALE:
SHEET#
PLAN:
REVISED:
CHECKED BY:
DRAWN BY:
DATE:
RESI
DENC
E FO
R:
1519
- SI
GNAT
URE
MOD
EL:
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
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g on
ly.
No
wor
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as p
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rmed
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the
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inot
her d
isci
plin
es su
ch a
s arc
hite
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umbi
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lect
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, fire
, life
safe
ty, a
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sibi
lity,
ene
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site
wor
k, c
ivil,
or g
eote
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cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
1-28-19
JSL
J.W.C.
SUBD
IV: M
ARBL
EBRO
OK T
V's
G.C.
D. #:
1073
9
LOT:
292
-293
BLOC
K :
ADRS
: 107
32-1
0728
CROS
SBAC
K LA
NE
D.R.
H. #:
5793
8012
3-12
4
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FRONT ELEVATION: "E"
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RIGHT ELEVATION: "E"
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REAR ELEVATION: "E"
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5
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12
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SHINGLE ROOF
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5
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12
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5
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12
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LEFT ELEVATION: "E"
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5
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12
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FIN. FLOOR SLAB
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0'-0" TOP OF
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FIN. FLOOR SLAB
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8'-8" TOP OF BEAM
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0'-0" TOP OF
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ON CONC. BLOCK
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DECO. TEXT. FINISH
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ON CONC. BLOCK
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DECO. TEXT. FINISH
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ON CONC. BLOCK
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DECO. TEXT. FINISH
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ON CONC. BLOCK
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DECO. TEXT. FINISH
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FIN. FLOOR SLAB
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0'-0" TOP OF
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FIN. FLOOR SLAB
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0'-0" TOP OF
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FIN. FLOOR SLAB
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8'-8" TOP OF BEAM
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0'-0" TOP OF
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FIN. FLOOR SLAB
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0'-0" TOP OF
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6" RAISED DECO BAND
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11" DIAMOND PATTERN
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6" RAISED DECO BAND
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11" DIAMOND PATTERN
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TYP.
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KEY STONE
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TYP.
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8'-8" TOP OF BEAM
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8'-8" TOP OF BEAM
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8'-8" TOP OF BEAM
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8'-8" TOP OF BEAM
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5
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12
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5
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12
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5
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12
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5
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12
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%%U%%OSOFFIT DETAIL%%O
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SCALE: 3/4" = 1'-0"
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12
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5
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2X6" MIN. SUB
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FASCIA
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SOFFIT
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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3068 W/
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36" X 10" INTEGRAL
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SCORED
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SCORED
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SCORED
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SCORED
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TRANSOM
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3068 W/ TOP @ 7'-6" 36" X 10" INTEGRAL TRANSON
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SCALE: 3/16"=1'-0"
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SCALE: 3/16"=1'-0"
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SCALE: 3/16"=1'-0"
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SCALE: 3/16"=1'-0"
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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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SHINGLE ROOF
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SHINGLE ROOF
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SHINGLE ROOF
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2-25 SH
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2-25 SH
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25 SH
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25 SH
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25 SH
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25 SH
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2-4068 SLD. GLS. DRS.
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2-4068 SLD. GLS. DRS.
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16'-0" X 7'-0" O.H. GARAGE DR.
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16'-0" X 7'-0" O.H. GARAGE DR.
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WHERE THE ROOF FRAMING CONFLICTS WITH THE ROOF VENTS, INSTALLATION OF THE VENT MORE THAN 3'-0" BELOW THE RIDGE IS ALLOWED PER R806.2.2
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MIN.
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MIN.
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BOTTOM OF VENT SHALL BE LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE PER R806.2.2
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BOTTOM OF VENT SHALL BE LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE PER R806.2.2
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BOTTOM OF VENT SHALL BE LOCATED NO MORE THAN 3'-0" BELOW THE RIDGE PER R806.2.2
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2 HR FIRE WALL
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MAX
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MAX
3/16" = 1'-0"
FOUNDATION
A2
SCALE:
SHEET#
PLAN:
REVISED:
CHECKED BY:
DRAWN BY:
DATE:
RESI
DENC
E FO
R:
1519
- SI
GNAT
URE
MOD
EL:
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
1-28-19
JSL
J.W.C.
SUBD
IV: M
ARBL
EBRO
OK T
V's
G.C.
D. #:
1073
9
LOT:
292
-293
BLOC
K :
ADRS
: 107
32-1
0728
CROS
SBAC
K LA
NE
D.R.
H. #:
5793
8012
3-12
4
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FOUNDATION PLAN
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SCALE: 3/16"= 1'-0"
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ELEV. @ (-) 4"
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SLOPE
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PAD FOOTING SCHEDULE
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1'-2"
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1'-2"
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1'-0"
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1'-0"
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1'-0"
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DEPTH
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E
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D
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5'-0"
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4'-0"
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5'-0"
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4'-0"
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C
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A
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B
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USED
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TYPE
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3'-6"
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2'-6"
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3'-0"
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WIDTH
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3'-6"
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2'-6"
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3'-0"
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LENGTH
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6-#5
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5-#5
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6-#5
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5-#5
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-
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-
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SHORT WAY
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4-#5
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3-#5
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4-#5
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BOTTOM REINF.
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4-#5
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3-#5
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4-#5
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LONG WAY
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REMARKS
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-
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-
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-
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A
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F3 W/ CURB
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PLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) FOOTING MAY BE STEPPED DOWN TO ACCOMODATE SLOPE IN FINISHED GRADE. 3) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 4) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 5) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 6) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 7) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 8) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 7/S-1.
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1-#5
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CONT.
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0'-8"
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TE
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0'-8"
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NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR.
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1'-8"
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1'-0"
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0'-8"
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WALL FOOTING SCHEDULE
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0'-10"
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0'-8"
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DEPTH
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1'-8"
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F6
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F5
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F4
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F3
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F2
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F1
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USED
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TYPE
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1'-4"
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1'-4"
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0'-8"
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1'-0"
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CONT.
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CONT.
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CONT.
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CONT.
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1'-8"
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1'-4"
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WIDTH
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CONT.
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CONT.
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LENGTH
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SHAPE
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2-#5
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2-#5
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1-#5
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2-#5
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BOTTOM
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REINFORCING
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2-#5
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2-#5
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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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'F6A' STEP DOWN
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1 #5
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS
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GRADE
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RECESS
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3" CLEAR COVER
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F3' FOOTING
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5" MIN.
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7" HOOK, EMBED
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#5 DOWEL WITH
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'F3' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'P' PAVERS DETAIL ENTRY/LANAI
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PAVERS
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8"x8" CONC. FTG.
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W/ 1 #5 ROD CONT.
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GRADE
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SAND
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'F5' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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3" CLEAR COVER.
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2 #5 CONT. W/
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F5 W/ CURB
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P
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ELEV. @ (-) 4"
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SLOPE
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LINE @ REF. SPACE
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FOR ICE MAKER
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PROVIDE 1/4" WATER
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A
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F3 W/ CURB
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PAVERS BY OTHERS
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P
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F5 W/ CURB
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F5
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F5
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F6A
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F3
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F3
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6" X12"RECESS
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A
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6" X12"RECESS
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P
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PAVERS BY OTHERS
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P
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REC TRACK 1 1/2"
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REC TRACK 1 1/2"
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PAVERS BY OTHERS
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PAVERS BY OTHERS
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SAWCUT SLAB
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PER DETAIL 5/S-1
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SAWCUT SLAB
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PER DETAIL 5/S-1
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FIBERGLASS
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SHOWER
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FIBERGLASS
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SHOWER
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LINE @ REF. SPACE
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FOR ICE MAKER
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PROVIDE 1/4" WATER
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8"
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F6A
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8"
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CONT.
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1-#5
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F6A
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F6A
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F6A
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A/C PAD
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3'-0" X 3'-0"
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WH
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WASHER
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DRYER
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ELEVATION @ 0'-0"
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ELEVATION @ 0'-0"
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F2
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FINISH GRADE
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'F2' FOOTING AT PRIVACY WALL
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REINFORCEMENT, LAP 25"
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DOWEL TO MATCH WALL
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3" CLEAR COVER.
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6'-0" PRIVACY WALL, SEE PLAN
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SEE SITE PLAN
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EMBED DOWELS 5" WITH 10" STD HOOK
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CONCRETE STRIP FOOTING SEE PLAN
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2 #5 CONTINOUS
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8" X 8" BOND BEAM W/ 1-#5 @ TOP OF PRIVACY WALL
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A/C PAD
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3'-0" X 3'-0"
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WH
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WASHER
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DRYER
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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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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#5 DOWEL AT DOT LOCATIONS ON PLANS (48" O.C. EXTERIOR, 7'-4" O.C. INTERIOR).
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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A
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FIBERGLASS SHOWER PAN
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FIBERGLASS SHOWER PAN
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THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1 SEE SITE PLAN BY OTHERS
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THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1 SEE SITE PLAN BY OTHERS
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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
3/16" = 1'-0"
FLOOR
A3
SCALE:
SHEET#
PLAN:
REVISED:
CHECKED BY:
DRAWN BY:
DATE:
RESI
DENC
E FO
R:
1519
- SI
GNAT
URE
MOD
EL:
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
1-28-19
JSL
J.W.C.
SUBD
IV: M
ARBL
EBRO
OK T
V's
G.C.
D. #:
1073
9
LOT:
292
-293
BLOC
K :
ADRS
: 107
32-1
0728
CROS
SBAC
K LA
NE
D.R.
H. #:
5793
8012
3-12
4
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FRAMERS NOTES: NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING ON STUDS SHALL NOT EXCEED 24" O.C. NON BEARING WALLS ONLY.
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STUCCO CEILING ON LANAI AND ENTRY
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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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TOTAL AREA ------------------------------- 2,136
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SQUARE FOOTAGE UNIT #2
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TOTAL AREA ------------------------------- 2,109
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SQUARE FOOTAGE UNIT #1
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FLOOR LIVING AREA --------------------- 1,519
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GARAGE AREA ------------------------------ 457
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COVERED ENTRY AREA -------------------- 28
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COVERED LANAI AREA -------------------- 105
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TOWEL BAR
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TOILET PAPER ROLL
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FLOOR LIVING AREA --------------------- 1,519
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GARAGE AREA ------------------------------ 484
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COVERED ENTRY AREA -------------------- 28
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COVERED LANAI AREA -------------------- 105
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FLOOR PLAN
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SCALE: 3/16"= 1'-0"
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ARCH
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A
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A-3
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MASTER BEDROOM HALL ARCH
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SCALE: 1/4" = 1'-0"
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NOTE TO PLUMBER AND CARPENTER, FIREWALL NOT TO BE PENETRATED.
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A/C PAD
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3'-0" X 3'-0"
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WH
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ARCH
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%%O%%UKITCHEN
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%%O%%UBEDROOM #2
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%%U%%OM. BATH
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1
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%%O%%UW.I.C.
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%%O%%UW.I.C.
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%%O%%UENTRY
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%%O%%UBATH #2
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2868
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MIRROR
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ARCH
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A
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A-3
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%%O%%UMASTER SUITE
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8'-8" FLAT CEIL.
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2868
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%%O%%ULANAI
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2-4068 SLD. GLS. DRS.
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C
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A
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EGRESS
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2 - 25 S.H.
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%%O%%UFOYER
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3068 W/ INTEGRAL
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ESCAPE
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D
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25 S.H.
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EGRESS
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D
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25 S.H.
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EGRESS
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2017 ACCESSIBLE
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%%O%%UGREAT ROOM
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%%O%%UGARAGE
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16'-0" X 7'-0" O.H. GARAGE DR.
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%%O%%UUNIT #2
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NOTE: THE GARAGE SHALL BE SEPARATED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
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RECESS TRUSSES
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FOR A/H
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ATTIC ACCESS
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SHOWER
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FIBERGLASS
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12" VINYL SH.
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2068
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2868
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2868
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2868
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2868
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NOTE: THE GARAGE SHALL BE SEPARATED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
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12" VINYL SH.
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2068
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WASHER
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DRYER
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ARCH
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%%O%%UBATH #2
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2868
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A
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A-3
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2868
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ESCAPE
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2017 ACCESSIBLE
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SHOWER
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FIBERGLASS
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2868
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2868
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2868
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2868
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A
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EGRESS
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2 - 25 S.H.
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D
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25 S.H.
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EGRESS
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D
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25 S.H.
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EGRESS
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8'-8" FLAT
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CEILING
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REF. SPACE
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RANGE
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1
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16'-0" X 7'-0" O.H. GARAGE DR.
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NO CAB
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ABV. REF
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NO CAB
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ABV. REF
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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%%O%%UKITCHEN
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%%O%%UBEDROOM #2
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%%O%%UENTRY
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%%O%%UMASTER SUITE
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8'-8" FLAT CEIL.
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%%O%%ULANAI
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%%O%%UFOYER
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%%O%%UGREAT ROOM
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%%O%%UGARAGE
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8'-8" FLAT
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CEILING
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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2" X 4" SPF#2 PT.
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STUDS @ 16" O.C.
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C
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2-4068 SLD. GLS. DRS.
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BEARING WALL
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2" X 4" SPF#2 PT.
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STUDS @ 16" O.C.
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BEARING WALL
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CABINET BACKING
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KITCHEN UPPER TOP @ 84" BASE TOP @35"
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MASTER BATH UPPER BASE- TOP @35"
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GUEST BATH UPPER BASE- TOP @31"
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LAUNDRY RM. UPPER TOP @84" BASE
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DOOR HEADERS
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6'-8" BIFOLD
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6'-8" SWING
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8'-0" SWING
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HEADER HEIGHT
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82" A.F.F.
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HEADER HEIGHT
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HEADER HEIGHT
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82 1/2" A.F.F.
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98 1/2" A.F.F.
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PLAN NOTES
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
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1)
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.
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5)
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3)
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4)
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NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
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VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
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ALL WINDOWS INSTALL 72" ABOVE GRADE MUST COMPLY WITH R 312.2.1 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE
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9)
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KITCHEN KNEE WALL TO BE FRAMED W/ TOP @ 41 1/2" A.F.F. W/ RAISED BAR TOP
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THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
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PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.
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PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
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INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS
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7)
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8)
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2)
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6)
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WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
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10)
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11)
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STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE, WATER HEATER, AND DRYER. VERIFY WITH CONTRACTOR AND SUBDIV. SPECS. A SEPARATE PERMIT IS REQUIRED FOR GAS PIPING.
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12)
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ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.
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13)
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2668
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2668
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45" HIGH
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KNEE WALL
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%%O%%UW.I.C.
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%%O%%UW.I.C.
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MIRROR
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ARCH
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2668
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2668
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45" HIGH
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KNEE WALL
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RANGE
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REF. SPACE
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A/C PAD
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3'-0" X 3'-0"
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WH
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WASHER
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DRYER
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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TRANSOM ABOVE
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NOTE: INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER R302.5.1.
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NOTE: INSTALL 1-3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER R302.5.1.
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3068 W/ INTEGRAL
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TRANSOM ABOVE
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2
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2
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2868
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2868
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CEIL.
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%%U%%OM. BATH
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8'-8" FLAT
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CEIL.
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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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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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WINDOW
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2
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QTY
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C
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A
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B
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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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192
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84
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2
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1
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SWING
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DISTINCTION W/
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36
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80
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2
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2
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DOOR
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2 - 4068
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99 3/4
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80
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2
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39 1/2
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65 1/4
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4
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25
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8
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QTY
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WIND
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PRESSURE
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S.H.
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2-25
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80 1/16
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65 1/4
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GARAGE DOOR ASSUMES 2' IN ZONE 5.
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4
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5
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5
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4
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5
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4
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4&5
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5
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4
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S.H.
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SL. GL. DOOR
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SHUTTERS
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SHUTTERS
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SHUTTERS
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WIND-BORNE
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DEBRIS PROTECTION
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WIND
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PRESSURE
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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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+29.4/-33.3
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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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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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Vasd=124 MPH
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Vasd=124 MPH
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53 1/2
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55 1/4
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34
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5
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4
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S.H.
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SHUTTERS
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D
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INTEGRAL TRANSOM
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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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%%U%%OUNIT #1
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ATTIC ACCESS
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RECESS TRUSSES
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FOR A/H
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2X6 SPF #2 PT STUDS @ 16" O.C. BEARING WALL
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2 HOUR FIREWALL
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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OPT.SCREEN
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OPT.SCREEN
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%%O%%UDEN
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8'-8" FLAT CEIL.
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%%O%%UDEN
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8'-8" FLAT CEIL.
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+28.2/-31.5
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+28.2/-31.5
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+33.5/-36.3
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+33.5/-36.3
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+33.5/-36.3
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+33.5/-36.3
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+33.5/-36.3
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+33.5/-36.3
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+33.5/-36.3
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+33.5/-36.3
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+29.4/-33.3
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+29.4/-33.3
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X
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2668
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2668
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FIBERGLASS SHOWER PAN
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FIBERGLASS SHOWER PAN
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12" VINYL SH.
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12" VINYL SH.
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DW.
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DW.
3/16" = 1'-0"SCALE:
SHEET#
PLAN:
REVISED:
CHECKED BY:
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3-12
4
A1
A6
A3
A11
A8
A5
A2
A10
A7
A4
A9
A12
A13
A9
A15
A18
A12
A11
A8
A16
A19
A12
A10
A14
A17
J5
EJ7
J1
J1
C
J
1
0
EJ7
J3
J3
A20
EJ7
EJ7
J5
B1
B2
B3
B2
B3
B2
B2
B3
B3A
B5
B5
B6
B4
V3
V2
V1
EJ5
EJ5
J1
J3
EJ5
EJ5
J3
C
J
7
EJ5
EJ5
EJ5
EJ5
J1
M1
M1
M1
M1
M1
M1
M1
MG1
EJ7A
J5
J5
J1
J1
C
J
1
0
J3
J3
V1
A1
A6
A3
A11
A8
A5
A2
A10
A7
A4
A9
A12
A13
A9
A15
A18
A12
A11
A8
A16
A19
A12
A10
A14
A17
J5
EJ7
J1
J1
C
J
1
0
EJ7
J3
J3
A20
EJ7
EJ7
J5
B2
B3
B2
B3
B2
B2
B3
B3A
V3
V2
V1
M1
M1
M1
M1
M1
M1
M1
MG1
EJ7A
J5
J5
J1
J1
C
J
1
0
J3
J3
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NOTE: PLUMBERS , CARPENTERS
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FIRE WALL NOT TO
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BE PENETRATED
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%%U8F16-1B/1T
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%%U8F8-0B
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%%u%%oROOF PLAN:%%O
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SCALE: 3/16"=1'-0"
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%%O%%UMASTER SUITE
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%%O%%UGREAT ROOM
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%%O%%UKITCHEN
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%%O%%UDEN
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%%O%%UENTRY
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%%O%%UFOYER
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%%O%%UBEDROOM #2
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%%O%%UGARAGE
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%%O%%U BATH #2
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%%O%%UW.I.C.
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WALL HEIGHT = 8'-8"
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FULL HEIGHT WALL PER SHEET S-2
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ENTRY CEILING PER
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SCHEDULE 2/S-1
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LANAI CEILING PER
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SCHEDULE 2/S-1
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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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#5 BAR IN GROUTED CELL,
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WITH 7" HOOK INTO TOP
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OF BOND BEAM.
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8"x8" CONTINUOUS MASONRY
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BOND BEAM AT TOP OF WALL.
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WITH 1 #5 BARS
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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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S-1
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11
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TYPICAL
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SET 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING TO 8'-8" WITH 8X8 BOND BEAM W/ 1 #5, GROUT ALL SOLID.
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%%O%%ULANAI
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%%O%%UW.I.C.
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%%O%%UMSTR. BATH
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%%U8F8-0B
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%%U8F16-1B/1T
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%%u%%oROOF PLAN:%%O
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SCALE: 3/16"=1'-0"
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PLAN NOTES: 1) ROOF TRUSS BEARING ELEVATION 8'-8". 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.
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TRUSS BEARING CONDITIONS AND
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STRAPPING IS BASED
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ON TRUSS LAYOUT PREPARED BY SCOSTA CORP
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JOB # 44150 DATED: 10/15/15 REVISED: 6/26/17
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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8" PRECAST LINTEL
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%%U8F16-1B/1T
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1 #5 BOTTOM
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1 #5 TOP
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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WALL ABOVE WITH BOND BEAM AT TOP
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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
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HOOK #5 BAR INTO TOP OF BOND BEAM
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%%U8F16-1B/1T
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%%U8F8-0B
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%%O%%UMASTER SUITE
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%%O%%UGREAT ROOM
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%%O%%UKITCHEN
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%%O%%UDEN
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%%O%%UFOYER
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8'-8" FLAT CEIL.
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%%O%%UBEDROOM #2
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%%O%%UGARAGE
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%%O%%U BATH #2
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%%O%%UW.I.C.
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ENTRY CEILING PER
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SCHEDULE 2/S-1
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LANAI CEILING PER
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SCHEDULE 2/S-1
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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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#5 BAR IN GROUTED CELL,
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WITH 7" HOOK INTO TOP
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OF BOND BEAM.
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8"x8" CONTINUOUS MASONRY
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BOND BEAM AT TOP OF WALL.
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WITH 1 #5 BARS
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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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S-1
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11
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TYPICAL
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%%O%%ULANAI
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%%O%%UW.I.C.
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%%O%%UMSTR. BATH
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%%U8F8-0B
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%%U8F16-1B/1T
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%%O%%UENTRY
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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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RIDGE
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RIDGE
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HIP
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HIP
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%%U8F8-0B
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%%U8F8-0B
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PROVIDE UL301
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DETAIL WITHIN
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EAVE
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PROVIDE U301
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DETAIL WITHIN
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EAVE
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2 HOUR MASONRY WALL
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PER SHEET S-2
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NOTE TO PLUMBER AND CARPENTER, FIREWALL NOT TO BE PENETRATED.
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%%U8F8-1B
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%%U8F8-1B
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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8'-8" FLAT CEIL.
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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S-3
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2
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S-3
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1
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10-1/2" TRUSS TAIL PLUS 1-1/2" FASCIA FOR 12" TOTAL EAVE.
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2-2X8 PT LEDGER, TOP @ 9'-3-1/4". FASTEN PER 1/S-3.
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2 GABLE END BRACES PER 12/S-1
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OUTLOOKERS SIMILAR TO 12/S-1 (GABLE BRACE NOT REQUIRED).
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HOLD TRUSS B4 BACK " FOR WALL 34" FOR WALL SHEATHING AND STUCCO.
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OUTLOOKERS PER 12/S-1
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%%U8F8-0B
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%%U8F8-0B
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ROOF SHEATHING
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8d RING SHANK
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@ 6" O.C.
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16d NAILS @
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8" O.C.
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ROOF TRUSS
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BEVELED BLOCKING
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2" X ( ) BLOCKING W/ BEVEL CUT TOP, BLOCKING CAN BE ON EITHER SIDE OF TRUSS
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WHERE ROOF SHEATHING CONTACTS ONLY THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIRMENT )
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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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1-HTA16-18 @ A20
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1-HTA16-18 @ A20
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1- HTA16-18 @ A20
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1-HTA16-18 @ A20
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1-HTA16-18 @ A1
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1-HTA16-18 @ A1
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1-HTA16-18 @ MG1
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1-HTA16-18 @ MG1
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1-HTA16-18 @ B1
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MTW16 AT TRUSS TO STUD WALL, TYP.
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STUD BEARING WALLS, 2X4 SPF @ 16" O.C., BLOCKING AT MID HEIGHT. SPTH4 TOP & BOTTOM @ 16" O.C. PT SILL PLATE W/ 1/2" X 6" EXPANSION BOLTS @ 32" O.C. W/ 2" WASHER.
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1-MTW16 AT TRUSS TO LEDGER, TYP.
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STUD BEARING WALLS, 2X6 SPF @ 16" O.C., BLOCKING AT MID HEIGHT. SPTH6 TOP & BOTTOM @ 16" O.C. PT SILL PLATE W/ 1/2" X 6" EXPANSION BOLTS @ 32" O.C. W/ 2" WASHER.
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JL28 @ B5
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HTA16-18 @ 32" O.C. @ INSIDE FACE OF GABLE
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MINIMUM EQUIVALANT THICKNESS (IN) BEARING OR
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NON-BEARING CONCRETE MASONRY WALLS
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EXPANDED SHALE, CLAY OR SLATE
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PUMICE OR EXPANDED SLAG
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LIMESTONE, CINDERS, OR
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EXPANDED SLAG
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TYPE OF AGGREGATE
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3.2
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3.6
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4.0
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2
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F.B.C. TABLE 722.3.2
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1
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FIRE - RESISTANCE RATING (HOURS)
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1. STANDARD 8" HOLLOW MASONRY HAS 4.0" EQUIVALENT SOLID STANDARD 8" HOLLOW MASONRY HAS 4.0" EQUIVALENT SOLID THICKNESS. THEREFORE ANY OF THE LISTED AGGREGATES IS ALLOWED. 2. NOTE: CALCAREOUS OR SILICEOUS GRAVEL IS A 4TH TYPE WHICH IS NOTE: CALCAREOUS OR SILICEOUS GRAVEL IS A 4TH TYPE WHICH IS NOT ALLOWED.
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ROOF SHEATHING SHALL BE FIRE RETARDANT TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF DIVIDING WALL PER FBC 706.4.1.1
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C
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C
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C
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C
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C
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C
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C
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C
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USE 2" RECESSED LINTEL IF NEEDED FOR ROUGH OPENING OF DOOR/TRANSOM ASSEMBLY
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S-1
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12
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PROVIDE UL301 DETAIL WITHIN EAVE
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USE 2" RECESSED LINTEL IF NEEDED FOR ROUGH OPENING OF DOOR/TRANSOM ASSEMBLY
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SOFFITS DO NOT MEET A/150 RULE FOR ATTIC VENTILATION THEREFORE RIDGE VENTS ARE REQUIRED SEE TABLE
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AREAS (SQ. FT.)
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MODEL 1519 SS: ATTIC VENTILATION FBCR R806
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ATTIC VENTILATION REQUIRED
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8.15%%%
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2218.8 SQ. FT.
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SOFFIT ONLY (1/150)
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ATTIC VENTILATION REQUIRED
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WITH ROOF VENTS (1/300)
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ROOF VENT MODEL
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1st STORY
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COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
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ATTIC
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QUAD 4
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MARK
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QUANTITY OF
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REQ'D AIR FLOW
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10.81%%%
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MIN AIR FLOW
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(NO ROOF VENTS)
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2.84%
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4
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LOMANCO 770-D
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0.97 SQ. FT. FREE AIR
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136.8 SQ. FT.
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SOFFIT
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OF SOFFIT
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SOFFIT HAS
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OF SOFFIT
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(R.V.)
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ACM QUAD 4, FULL VENT,
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NARROW PATTERN,
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8.15%%% FREE AIR FLOW
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ROOF VENTS
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SOFFIT MODEL
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ATTIC AREA/150
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14.79 SQ. FT.
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ATTIC AREA/300
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7.40 SQ. FT.
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R.V.
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R.V.
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R.V.
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R.V.
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R.V.
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R.V.
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R.V.
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R.V.
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"SOFFIT ONLY" DOES NOT QUALIFY
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ROOF VENTS ARE REQUIRED
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LINTELS BEAR 4" MIN. EACH END
3/16" = 1'-0"
ELECTRICAL
A5
SCALE:
SHEET#
PLAN:
REVISED:
CHECKED BY:
DRAWN BY:
DATE:
RESI
DENC
E FO
R:
1519
- SI
GNAT
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MOD
EL:
SPEC
Phon
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39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
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nG
ulf
Coa
st D
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ing
1-28-19
JSL
J.W.C.
SUBD
IV: M
ARBL
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OK T
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G.C.
D. #:
1073
9
LOT:
292
-293
BLOC
K :
ADRS
: 107
32-1
0728
CROS
SBAC
K LA
NE
D.R.
H. #:
5793
8012
3-12
4
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J
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Electrical Notes:
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All outlets in wet areas and all exterior outlets to be GFI's
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All electrical equipment to be set at or above base flood elevation.
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Install Arc-Fault circuit-Interrupters & Tamper-Resistant Receptacles
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shall be installed in dwelling unit. per NEC 210.12 & 406.11
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Install Phone & T.V per contract .
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INSTALL ALL ELECTRICAL PER NEC 2014
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J
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METER
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M
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(3) 3/0 THWN CU
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IN 2" CONDUIT
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UNDERGROUND
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SERVICE PROVIDED
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BY LOCAL ELECT.
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COMPANY
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2P-200A
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M.C.B.
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22,000 A.I.C.
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NEMA-3R ENCL.
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FOUNDATION STEEL
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1 #4
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C.W.P.
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1 #4
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(1) #4 CU GND. TO 5/8" D.I.A. x 8'-0"
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LONG METAL ROD AS PER 250-83C
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& COLD WATER PIPE
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(3) 3/0 W/ 1 #6 GND. THWN CU
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IN 2" CONDUIT
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F
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A/C
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DISC #1
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2P 60/50
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NEMA-3R RK5-FUSES
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A.H.U. 2P-60 AMP. C.B.
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(2) #6'S THWN
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(1) #10 GND.
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THWN CU 3/4" COND.
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150A
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BRKR.
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PANEL
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F
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POOL PUMP
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2P 30/30
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NEMA-3R RK5-FUSES
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#(2) #10 THWN
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(1) #10 GND.
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THWN CU 3/4" C
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%%uELECTRICAL RISER DIAGRAM
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N.T.S.
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150 AMP SERVICE RISER
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Electrical Notes:
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All outlets in wet areas and all exterior outlets to be GFI's
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All electrical equipment to be set at or above base flood elevation.
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%%uELECTRICAL NOTES FOR FIRE RATED WALLS
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ELECTRICAL OUTLETS PLACED IN FIRE RATED WALLS SHALL BE IN
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CONFORMANCE WITH THE UNDERWRITERS LABORATORIES, INC.,
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FIRE RESISTANCE DIRECTORY, CURRENT EDITION. THESE
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REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE
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FOLLOWING SPECIFIC ITEMS:
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A) INDIVIDUAL OUTLET/SWITCH BOXES SHALL NOT EXCEED (16)
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SQUARE INCHES IN AREA.
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B) AGGREGATE AREA OF OUTLET/SWITCH BOXES SHALL NOT
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EXCEED (100) SQUARE INCHES WITHIN (100) SQUARE FEET OF
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WALL AREA.
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C) OOUTLET/SWITCH BOXES LOCATED ON OPPOSITE SIDE OF THE
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SAME WALL WAHLL BE SEPERATED BY A MINIMUM OF (24)
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INCHES.
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D) ALL OUTLET/SWITCH BOXES SHALL BE SECURELY ATTATCHED
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TO THE STUDS AND THE OPENING IN THE WALLBOARD FACING
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SHALL BE CUT SO THAT THE CLEARANCE BETWEEN THE BOX
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AND THE WALLBOARD DOES NOT EXCEED 1/8 INCH.
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AIR CONDITIONING COORDINATION REQUIRED. PRIOR TO ORDERING ROOF TRUSSES, THE CONTRACTOR SHALL WORK WITH THE AIR CONDITIONING SUB CONTRACTOR TO DESIGN/PLAN AND LAYOUT THE LOCATION OF AIR HANDLING EQUIPMENT.AIR DUCT SIZE AND LOCATION AND COORDINATE THAT DESIGN WITH THE TRUSSES FOR SPACE, CONNECTIVITY, AND POSITION REQUIREMENTS. THE CONTRACTOR MUST ADVISE THE TRUSS COMPANY PRIOR TO ANY CONSTRUCTION OF TRUSSES OF THE AIR CONDITIONING/HANDLING EQUIPMENTS SIZES AND WEIGHT AND DUCT LAYOUT CONCERNS OR REQUIREMENTS THAT MAY HAVE THE POTENTIAL TO CHANGE OR MODIFY THE TRUSSES TO ACCOMMODATE THE SAME. CONTRACTOR SHALL COORDINATE CONDENSATION DESCHARGE LINE LOCATION, AND ELECTRICAL SERVICE TO AIR EQUIPMENT, AND PROVIDE ANY LOCAL DISCONNECTS, LIGHTS AND SERVICE PLATFORMS THAT MAY BE REQUIRED.
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NOTE: ALUMINUM WIRE OF EQUAL AMPERAGE MAY SUBSTITUTED
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ELECTRICAL PLAN 1519 "EACH SIDE"
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SURFACE MOUNTED CEILING LIGHT
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TELEVISION RECEPTION OUTLET
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AC/DC SMOKE DETECTOR
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TO BE INTERCONNECTED
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WALL MTD. BRACKET LIGHT
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3 WAY SWITCH
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DIMMER SWITCH
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GFI SWITCH
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TELEPHONE OUTLET
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SINGLE POLE SWITCH
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A/C DISCONNECT
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DUPLEX FLOOD LIGHT
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TRACK MTD. LIGHTS
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EXHAUST FAN
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PUSH BUTTON
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RECESSED LIGHT
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1/2 SWITCHED DUPLEX OUTLET
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DUPLEX RECEPTACLE OUTLET
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4-PLEX RECEPTACLE OUTLET
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220 V RECEPTACLE OUTLET
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SINGLE RECEPTACLE OUTLET
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DUPLEX RECETACLE @ ELEV. A.F.F.
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ELECTRICAL PANEL
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ELECTRICAL METER
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120 V JUNCTION BOX
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T
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TIMER SWITCH
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GFI
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D
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3
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SD
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TV
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ELECTRICAL LEGEND
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2' UNDER COUNTER LIGHT
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4' FLUORESCENT LIGHT
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K
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P
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KEYPAD
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ANY RESIDENT HAVING A FOSSIL-BURNING
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HEATER OR APPLIANCE, A FIREPLACE, OR
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AN ATTACHED GARAGE SHALL HAVE AN
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OPERATIONAL CARBON MONOXIDE ALARM
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INSTALLED WITHIN 10 FEET OF EACH
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ROOM USED FOR SLEEPING PERPOSES.
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PER RULE 9B-3.04.72
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DOOR BELL
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DB
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SCALE: 3/16"= 1'-0"
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ELECTRICAL PLAN
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GFI/WP
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GFI/WP
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GFI/WP
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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A
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SD
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VP
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B
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GFI
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SD
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PANEL BOX
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150 AMP. ELEC
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METER
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K
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P
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OPT.
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D.B.
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STD.
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GFI/WP
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GFI
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SWITCH
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A/H DISCONNECT
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A
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K
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P
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STRUCTURED
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WIRE BOX
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COACH
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LIGHT
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H
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SPRINKLER PUMP
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SD
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SD
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GFI
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VP
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B
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GFI
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WP
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3
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3
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OPT.
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PANEL BOX
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150 AMP. ELEC
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METER
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COACH
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LIGHT
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H
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150 Amp Service
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A
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TAG
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QUANTITY
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PRODUCT
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B
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C
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D
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E
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F
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G
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H
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J
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K
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N
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O
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P
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NOT USED
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36" 5 LT
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24" 4 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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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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4' Fluorescent
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2' Fluorescent
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A/C DISCONNECT
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K
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TV
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A/C PAD
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3'-0" X 3'-0"
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WH
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WASHER
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DRYER
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GFI
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PREWIRE FOR
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FAN & LIGHT
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EXH FAN
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PREWIRE FOR
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FAN & LIGHT
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L
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J
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GFI/WP
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GFI/WP
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GFI/WP
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TV
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A
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SD
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VP
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B
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GFI
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SD
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K
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P
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OPT.
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D.B.
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STD.
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GFI/WP
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GFI
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SWITCH
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A/H DISCONNECT
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A
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K
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P
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STRUCTURED
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WIRE BOX
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SPRINKLER PUMP
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SD
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SD
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GFI
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VP
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B
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GFI
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WP
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3
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3
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OPT.
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A/C DISCONNECT
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K
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TV
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A/C PAD
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3'-0" X 3'-0"
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WH
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WASHER
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DRYER
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GFI
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PRE-WIRE FOR
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FAN & LIGHT
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EXH FAN
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PREWIRE FOR
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FAN & LIGHT
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L
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PREWIRE FOR
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FAN & LIGHT
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PREWIRE FOR
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FAN & LIGHT
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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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FAN (TYP.)
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PRE-WIRE FOR
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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TV
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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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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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KEYLESS
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D
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D
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TV
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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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SCD
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SD (SMOKE DETECTOR)
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SCD (CARBON MONOXIDE/SMOKE DETECTOR
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SD
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SD
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KEYLESS
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KEYLESS
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D
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D
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WALL MOUNT
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WALL MOUNT
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WALL MOUNT
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WALL MOUNT
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TV
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TV
N.T.S.
SECTION
A-6
SCALE:
SHEET#
PLAN:
REVISED:
CHECKED BY:
DRAWN BY:
DATE:
RESI
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4
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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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AND PER NOTES IN TABLE 3 ON A-6
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SLOPE TO EXTERIOR
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2
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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GRADE
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8"X8"X16" CONC. BLOCK
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R=30 FIBERGLASS
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INSUL.
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1X4 P.T. STRIP.
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DECORATIVE CEMENT FINISH
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PRE ASTM C-926
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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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8"X8" CONTINUOUS
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1 #5, GROUT SOLID
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BOND BEAM W/
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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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AND PER NOTES IN TABLE 3 ON A-6
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VENTED ALLUM SOFFIT
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SHALL MEET R703.1.2.1
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PROVIDE VENTILATION
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PER R806.1
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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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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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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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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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WITH LADDER STYLE JOINT REINFORCING AT 16" O.C.
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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SHINGLE ROOF PER NOTE 5 ON A-6
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SHINGLE ROOF PER NOTE 5 ON A-6
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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.
N.T.S.
BANDING DETAILS
A7
SCALE:
SHEET#
PLAN:
REVISED:
CHECKED BY:
DRAWN BY:
DATE:
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3-12
4
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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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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE - 6th EDITION
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NOTE: EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND
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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
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STUD WALL
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OR TRUSS
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EXTERIOR PLYWOOD
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W/ RADIANT BARRIER
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ON ATTIC SIDE
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HOUSE WRAP
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ROOF
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RADIANT BARRIER
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GLUED TO PLYWOOD
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TOP CHORD
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ATTIC
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EXTERIOR
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SCALE: N.T.S.
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%%UPAN FLASHING PER R703.4
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R703.4 - Where flashing instructions or details are not provided by the window or door manufacturer or by the flashing manufacturer, "pan flashing" shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
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"Pan Flashing" is a generic term that used to refer to "metal pan flashing". However many modern materials have been developed for the same function such as: - Flexible Peel n Stick Flashing Membrane - Fluid Applied Flashing For such products, follow the manufacturer's installation instructions.
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INSTALL "PAN" FLASHING AT THE SILL
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WHERE "PAN" FLASHING IS USED AT THE SILL, ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
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EXTERIOR WALL
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OPENING FOR WINDOW OR DOOR
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THE FLASHING INSTRUCTIONS FROM THE WINDOW / DOOR MFR., OR THE FLASHING MFR., SHALL SUPERCEDE THIS DETAIL.
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For in-depth flashing installation instructions, refer to the following publications: FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300
”
”
” ” ”
”
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2
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6
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10
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3
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8
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7
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1
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5
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4
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NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAXIMUM SQUARES. 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT.
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~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT
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SLAB ON GRADE, SEE PLAN
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%%USLAB SAWCUT DETAIL
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SCALE: NTS
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11
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%%UCORNER BARS
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SCALE: NTS
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%%USTEP FOOTING
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SCALE: NTS
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FINISHED GRADE, SEE SITE PLAN
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3" CLEAR COVER TO REINFORCING
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EMBED DOWELS 5" WITH 10" STD HOOK
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MONOLITHIC FOOTING, SEE PLAN
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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VARIES
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%%UMONOLITHIC FOOTINGS
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SCALE: 3/4" = 1'-0"
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%%UINTERIOR
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B
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A
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%%UEDGE
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%%UGARAGE
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D
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%%USTEPDOWN
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C
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9
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3" COVER
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MAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS
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FOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS
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MAINTAIN RUN TO RISE OF 2:1 OR MORE
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%%UFOOTING
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%%UPLAN VIEW
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FOOTING REINF., SEE PLAN
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LAP CORNER BARS 40 BAR DIAMETERS
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CONCRETE FOOTING, SEE PLAN
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SCALE: NTS
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%%UROOF DECK NAILING PATTERN
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%%UTYPICAL
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%%UPLAN
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%%UHOUSE
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8d RING SHANK NAILS 6" O.C. EDGE AND 6" OC FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS WITHOUT SPLITTING.
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%%URETROFIT UPLIFT CONNECTOR SCHEDULE
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UCORNER
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%%UCORNER BAR DETAIL IN BOND BEAMS
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'-0"
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UINTERSECTION
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%%UBOND BEAM REINFORCING DETAIL
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SCALE: 3/4" = 1'-0"
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MASONRY WALL
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8"x8" BOND BEAM w/ 1-#5
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TRUSS BEARING
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#5 VERTICAL IN GROUTED CELL AT DOT LOCATIONS ON PLAN
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7" STANDARD HOOK INTO TOP OF BOND BEAM (MAY USE 7"x25" BENT BAR)
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LINTEL AT LANAI OR ENTRY, '8F16-1B/1T' (8"x16" FILLED SOLID, 1#5 BOTTOM, 1-#5 TOP)
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#5 VERT. AT INTERSECTION OF BOND BEAM w/ 7" HOOK AT TOP
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12
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DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 1. FLOOR & ROOF UNIFORM LOADS: ELEVATED FLOORS: LIVE LOAD 40 PSF, DEAD LOAD 20 PSF ROOF: LIVE TOP CHORD 20 PSF LIVE BOTTOM CHORD 10 PSF (NON-CONCURRENT w/ TCLL) CEMENT ROOF TILE DEAD LOAD 25 PSF TOTAL SHINGLE/METAL ROOFING DEAD LOAD 15 PSF TOTAL MINIMUM DEAD LOAD FOR WIND: TC 5 PSF, BC 5 PSF DEFLECTION CRITERIA: FLOOR L/480 LIVE, L/360 TOTAL ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER ASCE7-10 BASIC WIND SPEED (ASCE7-10) 160 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 124 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE C MEAN ROOF HEIGHT = 15 FT ROOF PITCH 5/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.2.1, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 40 FOR #3 GRADE 60 FOR #4 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16" OC VERTICALLY, UNLESS NOTED OTHERWISE. IN ADDITION, INSTALL JOINT REINFORCING IN THE FIRST TWO MORTAR JOINTS ABOVE AND BELOW OPENINGS, EXTENDING AT LEAST 24" BEYOND THE OPENING. LAP JOINT REINFORCING 6" MINIMUM. 5. DELEGATED-ENGINEERED WOOD ROOF & FLOOR TRUSSES: ALL WOOD ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY A DELEGATED TRUSS ENGINEER PER RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. 6. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS SOIL BEARING CAPACITY 2000 PSF THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL CONDITIONS FOR THE INTENDED STRUCTURE AND ASSUMED SOIL BEARING CAPACITY. IT IS RECOMMENDED THAT A GEOTECHNICAL FIRM BE HIRED TO PERFORM A SITE EVALUATION. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH HOUSE PLANS. SEE HOUSE PLANS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 8. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. ONE SET OF SIGNED & SEALED TRUSS ENGINEERING SHALL BE DELIVERED TO THE ENGINEER OF RECORD FOR THE STRUCTURE PER FLORIDA ADMINISTRATIVE CODE 61G15-30.005 AND 61G15-31.003.
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8" CMU, SEE PLAN FOR REINFORCING
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NOTE: THIS BUCK FASTENING DETAIL IS INTENDED FOR FLANGED WINDOW/DOOR PRODUCTS THAT FASTEN THRU THE FLANGE WITH WOOD SCREWS TO THE BUCK. FOR WINDOW/DOOR PRODUCTS THAT DO NOT HAVE A FLANGE AND FASTEN INSTEAD OUTWARD THRU THE FRAME, USE MASONRY SCREWS PER MFR. THAT ARE LONG ENOUGH TO PENETRATE 2-1/4" INTO THE MASONRY. IN THIS CASE, THE BUCK MATERIAL IS SIMPLY A SPACER AND MAY BE 1x4 OR 1x6 OR OMITTED ENTIRELY AND THE SPACER MAY BE TACKED IN PLACE WITH MASONRY NAILS OR PINS.
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%%UBUCK FASTENING
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~4"x3~w" TAPCON @ 24" OC, 3 SCREWS MIN. (SEE NOTE)
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2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)
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8" CMU WALLS
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~8"~D EXPANSION BOLT, 4" MIN. EMBEDMENT, SPACE 24" OC AND 12" FROM TOP & BOT.
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%%UGARAGE DOOR
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2x8 OR 2x6 P.T. SYP#2
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2x2x~2" WASHER
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APPROVED ISOLATION PLATE
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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-1.
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP.
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#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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%%UTRUSS STRAP TO BOND BEAM
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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ROOF SHEATHING, SEE SCHEDULE 2/S-1
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5
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SCALE: 3/4" = 1'-0"
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TRUSS BEARING
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SEE PLAN
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12d @ 4" OC FROM LATERAL BRACE TO BLOCKING
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SHEATHING JOINT
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2x4 BRACE @ 48" OC
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%%URAISED GABLE TRUSS
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EACH END
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2-16d INTO EA. TRUSS
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2x4x8' LATERAL
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BRACE @ 48" O.C. w/
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2x4 BLOCK
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TOE NAILS
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w/ 4-12d
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4-16d NAILS
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MASONRY WALL, SEE PLAN
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EMBED HTA16-18 STRAP @ 32" OC AT INSIDE FACE OF GABLE END
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4-16d
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2x4 @ 48"
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ROOF SHEATHING, SEE SCHEDULE.
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2x4 BLOCK AT
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%%UGABLE END BRACING
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SCALE: N.T.S.
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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-1.
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SHEATHING SCHEDULE
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FLOOR
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N/A
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EXTERIOR STUD WALL
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ROOF
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EXTERIOR CEILING AND SOFFIT
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OPTIONS: 1) 1x4 STRIPPING @ 16"OC w/ 2-8d NAILS TO EACH TRUSS, ~0" EXTERIOR GYPBOARD CEILING, FASTEN w/8d NAILS OR 1~0" DRYWALL SCREWS @ 6"OC EDGE & FIELD. 2) ~6" BC PLYWOOD NAILED w/ 6d COMMON @ 6" OC EDGE & FIELD. 3) VINYL OR ALUMINUM PERFORATED SOFFIT INSTALLED PER MANUFACTURER INSTRUCTIONS TO MEET WIND PRESSURES PER R703.1.2.1.
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A.P.A. RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER. FASTEN WITH 8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD.
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(RING SHANK NAILS PER R803.2.3.1: 0.113" NOMINAL SHANK DIAMETER, RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL ROUND HEAD, 2" NAIL LENGTH)
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NOTE: EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED : EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED HERE MEET THE DESIGN WIND PRESSURES PER R703.1.2.1.
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7/16" ZIP SYSTEM WALL SHEATHING BY HUBER ENGINEERED WOODS LLC, NAILED W/ 8d COMMON WIRE @ 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. INSTALL SHEATHING AND SEAM TAPE IN STRICT ACCORDANCE WITH MFR. WRITTEN INSTRUCTIONS.
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(WHEN ~8" ZIP BRAND ROOF SHEATHING IS USED, H-CLIPS ARE NOT REQUIRED) REQUIRED)
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5
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+33.5 -36.3
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(Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, h=15')
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INTERIOR ZONE 4
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+33.5 -36.3
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(SEE PLAN FOR OTHER SPECIFIC PRESSURES)
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1) TABLE MAY BE USED FOR ANY SIZE WINDOW OR DOOR IN EACH TYPE. 2) USE "INTERIOR ZONE 4" PRESSURES UNLESS WINDOW OR DOOR IS LOCATED WITHIN THE "END ZONE 5" (SEE DIAGRAM BELOW), THEN USE THE HIGHER PRESSURES UNDER THE "END ZONE 5" COLUMN. 3) ALL GLASS / GLAZING SHALL BE IMPACT RATED OR USE IMPACT RATED SHUTTERS. 4) SUBMIT PRODUCT APPROVALS TO THE BUILDING DEPARTMENT AS REQUIRED BY THE LOCAL JURISDICTION. 5) MANUFACTURED SOFFIT PRODUCTS SHALL BE INSTALLED PER MFR ENGINEERING SPEC SHEETS.
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WINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES
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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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* ON IRREGULAR SHAPED BUILDINGS, THERE IS NO GUIDANCE IN THE CODE FOR HOW FAR A CORNER MUST PROTRUDE FROM THE MAIN BUILDING TO BE CONSIDERED 'ZONE 5'. WE HAVE CHOSEN >15'. THIS IS SUBJECT TO JUDGEMENT CALL BY THE AUTHORITY HAVING JURISDICTION.
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IN ZONE 5, MANUFACTURED SOFFIT PRODUCTS MAY REQUIRE ADDITIONAL BATTONS OR FASTENING PER MFR ENGINEERING SPEC SHEETS TO MEET THE PRESSURE REQUIREMENTS.
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4
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5
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5
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%%UPLAN
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5
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4
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%%UHOUSE
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%%UTYPICAL
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5
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4
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4
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5
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8' OR 9' GARAGE DOORS
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TYPICAL WINDOWS & DOORS
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16' OR 18' GARAGE DOORS
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SOFFIT
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TYPE
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END ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)
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FACE OF WALL
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MEASURED FROM
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ZONE
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4
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INTERIOR ZONE 4 PRESSURES
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5
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4
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5
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5
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5'-0"
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WIDTH = ______
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4
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5
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+33.5 -44.8
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END ZONE 5
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+33.5 -44.8
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+29.4 -33.3
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+28.2 -31.5
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END
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WALL SHEATHING PER SCHEDULE
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2x4 OUTLOOKERS @ 24" O.C.
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At Exterior Stud Walls and Gable Ends with Wall Sheathing, apply plaster over metal lath over water resistive barrier as follows: Plaster R703.7.2: 3-coat 7/8" thick portland cement based : 3-coat 7/8" thick portland cement based thick portland cement based plaster per ASTM C926. Metal Lath R703.7.1: Self furring paper backed 2.5lb diamond : Self furring paper backed 2.5lb diamond mesh metal lath per ASTM C847, G60 galvanized, fastened per ASTM C1063 with 1-1/2” long, 11 gage nails long, 11 gage nails with 7/16” head (roofing head (roofing nails) at 7” oc, or 1-1/2” long, 16 gage staples at 6” oc, into oc, or 1-1/2” long, 16 gage staples at 6” oc, into long, 16 gage staples at 6” oc, into oc, into the framing members (ie, the nails or staples must align with and penetrate 3/4” into the framing studs). into the framing studs). Water Resistive Barrier (WRB) R703.7.3: Water-resistive : Water-resistive vapor-permeable barrier with a performance at least equivalent to 2 layers of Grade D paper. The individual layers shall be installed independently. An approved house wrap may be used for the 1st layer and metal lath with approved paper backing may be the 2nd layer (Note: ZIP wall sheathing with seam tape qualifies as the first layer).
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NOTES: 1) WHERE EMBEDDED STRAP IS MISSING OR MIS-LOCATED, PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE USP. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS. 3) CONCRETE SCREW SHALL BE WEDGE-BOLT+, TITEN, TAPCON OR EQUIVALENT.
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1-HTWM16 or 20
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2-LUGT2
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HGT-2/3
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2-HTWM16 or 20
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CONNECTOR
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1-HTWM16 or 20
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RETROFIT STRAPS TO CONCRETE/MASONRY
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TO 9790
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TRUSS UPLIFT (LBS)
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TO 1145
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TO 4520
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TO 2290
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TO 3610
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TO 1145
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@ 24" OC
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HTT16
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8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
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EPOXY 12" EMBED WITH USP SET.
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8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
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8-10dx1~8", 4-~4x2~4 CONCRETE SCREW
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16-16d, 7-~4"x2~4" CONCRETE SCREW
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18-10d, ~0"~D ALLTHREAD, DRILL
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& EPOXY 10" EMBED w/ USP SET.
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TWO ~w"~D ALTHREAD, DRILL &
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S-1
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1
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BY
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SHEET
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SCALE
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DATE
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CHECKED
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DESIGN/DRAWN
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SHEET OF
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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BUILDER:
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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JOB NO.
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DWB/DWB
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DWB
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01/29/18
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AS NOTED
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DR10739
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3
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FOR SCOSTA TRUSSES, JOB # 44150, DATED 10/15/15, REVISED: 06/26/17
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1519 SIGNATURE VILLA
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STRUCTURAL DETAILS FOR
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10728, 10732 CROSSBACK LANE LEHIGH ACRES, FLORIDA LOTS: 292, 293 SUBDIVISION: MARBLEBROOK
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2A
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CONCRETE RAKE BEAM w/ 1#5
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FLAT TOP
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FORMWORK
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FORMWORK
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1
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TOP OF TRUSS
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%%UFLAT TOP DETAIL
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SCALE: 1-1/2" = 1'-0"
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CONCRETE RAKE BEAM w/ 1#5
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8'-8"
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FORMWORK
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CUT 5:12 BEVEL ON FORMWORK
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2B
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FORMWORK
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FORMWORK
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PEAK TOP DETAIL 3/S-2
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FLAT TOP DETAIL 1/S-2
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PLAN VIEW
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TRANSITION FROM PEAK TO FLAT
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THE HEIGHT OF THIS EDGE IS WHAT IS SHOWN IN THE ELEVATION DRAWING.
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DIMENSION FROM ELEVATION
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THE HEIGHT OF THE PEAK IS WHAT IS SHOWN IN THE ELEVATION DRAWING, HOLD FORMWORK DOWN 1~0" FROM DIMENSION SHOWN ON THE ELEVATION
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DIMENSION FROM ELEVATION
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CONCRETE RAKE BEAM w/ 1#5
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TRANSITION FROM PEAK TO FLAT
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FORMWORK
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4
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5
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12
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%%USLANT TOP DETAIL
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SCALE: 1-1/2" = 1'-0"
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12
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5
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TOP OF TRUSS
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SCALE: 1-1/2" = 1'-0"
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3
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%%UPEAK TOP DETAIL
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CUT 5:12 BEVEL ON FORMWORK
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FORMWORK
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FORMWORK
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PLAN VIEW
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FLAT TOP DETAIL 1/S-2
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PEAK TOP DETAIL 3/S-2
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FORMWORK
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FORMWORK
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SCALE: 1-1/2" = 1'-0"
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%%UPEAK TRANSITION DETAIL
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TRANSITION FROM FLAT TOP TO SLANT TOP
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%%USLANT TRANSITION DETAIL
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SCALE: 1-1/2" = 1'-0"
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SLANT TOP DETAIL 4/S-2
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5
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FORMWORK
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DIMENSION ON PLAN
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PLAN VIEW
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MASONRY WALL
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FLAT TOP DETAIL 1/S-2
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GABLE TRUSS B4, HELD BACK ~w" FOR PLYWOOD AND STUCCO
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FORMWORK
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%%UCROSS SECTION
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%%UCROSS SECTION
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%%UCROSS SECTION
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U301 WITHIN VALLEY
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PEAK TOP
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PEAK TOP
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FLAT TOP
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FLAT TOP
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FLAT DETAIL
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PEAK TRANSITION DETAIL
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PEAK TRANSITION DETAIL
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HIP
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HIP
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PEAK TRANSITION DETAIL
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HIP
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HIP
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VALLEY
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VALLEY
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SLANT TRANSITION DETAIL
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SLANT TOP
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8'-8"
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%%UFOR 5:12 ROOF PITCH
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%%USECTION FOR 1519 SS ELEVATION
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SCALE: 1/4" = 1'-0"
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FLAT TOP
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8x8 BOND BEAM w/ 1#5
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PEAK TOP
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FLAT TOP
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#5 VERTICAL IN GROUTED CELL
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PEAK TRANSITION DETAIL
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FLAT TOP
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PROVIDE UL301 DETAIL WITHIN OVERHANG
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PEAK TOP
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PEAK TRANSITION DETAIL
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PEAK TRANSITION DETAIL
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FLAT TOP
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SLANT TRANSITION DETAIL
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TRUSS B1
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TRUSS B6
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SLANT TOP
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12
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5
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12
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5
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12
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5
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TRUSS B4
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PROVIDE UL301 DETAIL WITHIN VALLEY
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NOTCH 2~4" FOR TRUSS B4
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PROVIDE UL301 DETAIL WITHIN OVERHANG
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PROVIDE UL301 DETAIL WITHIN OVERHANG
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PROVIDE UL301 DETAIL WITHIN OVERHANGS
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S-2
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2
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SCALE
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DATE
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CHECKED
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DESIGN/DRAWN
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SHEET OF
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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BUILDER:
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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JOB NO.
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DWB/DWB
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DWB
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01/29/18
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AS NOTED
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DR10739
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3
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FOR SCOSTA TRUSSES, JOB # 44150, DATED 10/15/15, REVISED: 06/26/17
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1519 SIGNATURE VILLA
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STRUCTURAL DETAILS FOR
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10728, 10732 CROSSBACK LANE LEHIGH ACRES, FLORIDA LOTS: 292, 293 SUBDIVISION: MARBLEBROOK
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8" MASONRY
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2-2x8 PT LEDGER FASTENED WITH ONE ~0"x8" TITEN HD @ 24" O.C. ADD SECOND ~0"x8" TITEN HD @ 48" O.C. (WASHER NOT REQUIRED)
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FOOTING AS NOTED ON FOUNDATION PLAN
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#5 IN GROUTED CELL @ 7'-4" O.C. AT INTERIOR (48" O.C. EXTERIOR)
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1
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SCALE: 3/4" = 1'-0"
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%%U2 HOUR FIREWALL AT GARAGE
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#5 DOWEL @ 7'-4" O.C., LAP 25"
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4" CONCRETE SLAB
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DRYWALL CEILING
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ROOF TRUSSES @ 24" O.C.
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#5 IN GROUTED CELL @ 7'-4" O.C. AT INTERIOR (48" O.C. EXTERIOR)
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TRUSS PROFILES VARY, SEE PLAN
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8" MASONRY BOND BEAM w/ 1#5
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CONCRETE RAKE BEAM, 8" MINIMUM DEPTH w/ 1#5 CONTINUOUS
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NO PENETRATIONS IN FIREWALL
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8" MASONRY
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FOOTING AS NOTED ON FOUNDATION PLAN
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#5 IN GROUTED CELL @ 7'-4" O.C. AT INTERIOR (48" O.C. EXTERIOR)
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2
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SCALE: 3/4" = 1'-0"
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%%U2 HOUR FIREWALL AT LIVING AREA
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#5 DOWEL @ 7'-4" O.C., LAP 25"
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4" CONCRETE SLAB
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DRYWALL CEILING
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ROOF TRUSSES @ 24" O.C.
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TRUSS PROFILES VARY, SEE PLAN
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8" MASONRY BOND BEAM w/ 1#5
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CONCRETE RAKE BEAM, 8" MINIMUM DEPTH w/ 1#5 CONTINUOUS
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NO PENETRATIONS IN FIREWALL
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TOP OF WALL VARIES FROM PEAK TOP TO FLAT TOP OR SLANT TOP IN ORDER TO MATCH ROOF TRUSSES, SEE APPROPRIATE DETAIL ON S-2
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TOP OF WALL VARIES FROM PEAK TOP TO FLAT TOP OR SLANT TOP IN ORDER TO MATCH ROOF TRUSSES, SEE APPROPRIATE DETAIL ON S-2
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BLOCKING AT MID HEIGHT
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DOUBLE TOP PLATE w/ SPTH4 OR SPTH6 @ 16" OC
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2x4 OR 2x6 SPF #2 @ 16" O.C.
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MTW16 STRAP
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2x4 OR 2x6 PT SILL PLATE w/ SPTH4 OR SPTH6 @ 16" OC AND ~8"x6" EXP BOLTS @ 32" OC w/ 2" WASHER
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1-MTW16 FROM TRUSS TO LEDGER
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1-MTW16 FROM TRUSS TO LEDGER
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8'-8"
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8'-8"
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#5 IN GROUTED CELL @ 7'-4" O.C. AT INTERIOR (48" O.C. EXTERIOR)
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LADDER STYLE JOINT REINFORCING @ 16" O.C.
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LADDER STYLE JOINT REINFORCING @ 16" O.C.
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MTW16 STRAP
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ROOF SHEATHING SHALL BE FIRE RETARDANT TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF DIVIDING WALL PER FBC 706.4.1.1
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2x4 PT BLOCKING, FASTEN w/ 10d CASE HARDENED NAILS @ 8" O.C.
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NAIL ROOF SHEATHING TO BLOCKING w/ 8d RING SHANK @ 6" O.C.
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ROOF SHEATHING SHALL BE FIRE RETARDANT TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF DIVIDING WALL PER FBC 706.4.1.1
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2x4 PT BLOCKING, FASTEN w/ 10d CASE HARDENED NAILS @ 8" O.C.
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NAIL ROOF SHEATHING TO BLOCKING w/ 8d RING SHANK @ 6" O.C.
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S-3
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3
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REVISIONS
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DATE
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DESIGN/DRAWN
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SHEET OF
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(239) 549-4554
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CA# 8829
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STRUCTURAL
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SYSTEMS
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OF NORTH FLORIDA
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1634 S.E. 47th STREET, SUITE #3
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CAPE CORAL, FL 33904
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STRUCTURAL ENGINEERING:
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BUILDER:
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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL
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JOB NO.
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DWB/DWB
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DWB
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01/29/18
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AS NOTED
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DR10739
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3
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FOR SCOSTA TRUSSES, JOB # 44150, DATED 10/15/15, REVISED: 06/26/17
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1519 SIGNATURE VILLA
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STRUCTURAL DETAILS FOR
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