HomeMy WebLinkAboutTYPICAL WALL SECTIONAdOD DJI4
5V CRIMP METAL PANELS
ON 30# ROOFING FELT
OVER 5/8" C.D.X. PLYWOO
12
SEE CONNECTOR \ 6
PRE ENG. WD. I
TRUSSES 24"c.c. ICYNENE FOAM INSUL.
AS PER ENERGY CODE
ALUM. DRIP EDGE ON
1 x2P.T.ON2x6
CEDAR FASCIA--
�.�..
D.W.
BOARD
�I�FIRESTOP
10
•
'.
• :O r
BEAM WITH (1) 45
•
1
... FILLED WITH
GROUT EACH COL&SE
PROVIDE "CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
TWO COAT
STUCCO FINISH -
OVER CBS SIDES
AND REAR
HARDIE PLANK SIDING
OVER 1 x 3 P.T. 16"o.c.
FASTEN FURRING WITH 1 3/4"
LONG PIN NAIL WITH .145 DIA.
COVER WITH HOUSE WRAP ON
FRONT ELEVATION
GRADE <r
8x16x8C.M.U.
WITH #5 VERT. DOWEL
IN GROUT FILLED CELLS
1 x 2 P.T. FURRING 16"o.c.
3/4" INSULATION BRD.
ON C.B.S. AND I x 2
FURRING 16"o.c.
1/2" GYP. D.W.
1 x 4 P.T.
FIRESTOP
M
F-1 // 4" 3000# FIBERMIX CONC.
/ OVER.006 VAPORBARRIER
— — — — — — ON CLEAN, COMPACTED,
TERMITE TREATED FILL
Typical Wall Section
scale: 3/4" = F-0"
I
35'-0"
8'-2"
6'-10"
22'-0"
13'-0"
4t
91_8tt
4""
9'-8"
31-01,
10'-0"
_FL----
25 s.h.
�
3'-2"
12'-0"
3,_2""
14,t
Egress
E Ln'
I
i
I
Bdrm. 3
Porch
10'-0" Ceiling
10'-0" Ceiling
from FFE
o
I
(2) 26 s.h.
I
it '...
Egress
r
12080 Pocket
F
'
S.G.D.
l
- — _ _ _ —
—
21'-4"
8t-0tt
""
Master
Bdrm.;ID01
10'- '
10'-0" Ceiling
NU
& 12" Coffer
reat R®Om
3/12 Vault Cing.
----
------------
Kit
Io)(1 ' I I
3 12 Vau t C�
i1�
3'-4"
16'-9"
Ceilin
2'-811 - g
10'-11"' O 61,
L—�--
VIY
1
I
1'
I
a
I I
I
=
I
10'-0'
CII1Q.
Cin¢
=
------- ---
cV
------------
2r I6
N
Bdrm. 2
O
=
10'-0" Ceiling
TA
_
Dining
-
---- ---
$
1
10'-01,
X I
3/12
Vault Cing.
"
Cing.
1
tl
0
21_51t Y_ '
2-Stt 1 3'-0" 7'-4t' 8
00
8 3 5,
6,4,"
P,124
8
10'-0"
Cing.
a
E.
(2) 26
s.h.
-
-0'
13
10'-0" Ceiling
from FFE
d
n
3 -5
„ Ing. _
2 -5
2
11(4:1
,
----------------------
2680sc
Office
20"
x 281,
Fix
(3)
Glass
places
60
10 0"
-
00
2'-0"
2'4"
2'-4"
2'-0"
5f_4f'
5"_41"
O
TA
g'-8"
2"4",
F_ 10'-81,
4'-8"
8
7'-7" 12'-5"
8
1
I
I
I
I
I
I
1
I
Garage
o
i
10'-0" Ceiling n
from FFE c
�
I
I
N
28'-8"
i
2114"
Project Data
Project Name: Cannon residence
Street Address: XXXX Dyer Road
City: Port St. Lucie
County: St. Lucie
U
H
N
O0
State: Florida"
-
Scope of Work
�O
pillw
z
New one level CBS single family
residence
w
tA
�
Design Loads
Q
a
CN
-
Roof Live Load: 20.0 p.s.f.
Q
Floor Live Load: 40.0 p.s.f
Z
0
Wind Speed: 160 MPH
03
v
Wind Importance Factor: 1.0
U
Q
Building Category: II
Wind Exposure: B
C
o
Internal Pressure Coefficent:.18
N
w
+'
_
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
o
o
Building Data
cn
Occupancy Type: Group R
ConstructionType: V
Number of Stories: One
Project Area: 2947 s.f.
15 s.h.
?gress
134
;.h.
0
in
Building Code
2017 Florida Building Code: Residential
2014 National Electric Code NFPA 70
Living
2118
Garage
472
Porch
264
Entry
115
Total 2969
/o/ _/ " Z,< , ) 9
AUG 0 3 2018
Permitting Der .I-tment
St. Lucie Cc loty, FL I
SCANNED
BY
. Lucie Coum
drawn
S.I.
checked
:.1.
date
5/16/18
scale
as noted
job number
13034
sheet
A-1
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