HomeMy WebLinkAboutTYPICAL WALL SECTION 8-1-18FIBERGLASS SHINGLES
ON 30# ROOFING FELT
OVER 5/8" C.D.X. PLYW(
SEE CONNECTOR
PRE ENG. WD.
TRUSSES 24"c.c.
ALUM. DRIP EDGE ON
IX2P.T.ON2x6
CEDAR FASCIA
12
61
R30 BATT
INSULATION
1/2" D.W.
1 x 4 P.T. BOARD
FIRESTOP
STUCCO
SOFFIT
(2) COURSE BOND
BEAM WITH (1) #
LEVEL RETURNS
2,-0„
REBAR FILLED WITH
BY TRUSS MFG.
GROUT EACH COURSE
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
�i
2 x 4 16"c.c. with
(2) top plate with
2 x 4 sill plate &
1/2" cAx. plywd.
and ext. finish, see
wall section
164- 6
sect. for ext.
finish
8 x lb x 8 C.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 1 x 2
FURRING 16"o.c.
1/2" GYP. D.W.
1 x 4 P.T.
Fn2ESTOP
0
0
F'-1 4" 3000# FIBERMD{ CONC.
/ OVER .W6 VAPOR BARRIER
ON CLEAN, COMPACTED,
- — — — TERMITE TREATED FILL
Typical Wall Section
Section
scale: 3/4" = P-0"
1.2
2 x 4 stud at (4)
comers, from (2)
top plate to bottom
cord of truss, (3)
16d at all framing
intersections
e.
pre eng. trusses
see typ. wall sect.
for roof sheathing
00
tV
and finish
H3 with (8) 10d
at each truss
eave detail as
per typ. wall
section
2 x 2 cont.
16d 8"c.c.
1/2" c.d.x. plywd
soffit, painted
tk
5'-0"
concealled
wid
th
flashing
N
truss bum.
cord
Cupoula�Detail
OPTIONAL
AL
0• 00
o0 00 0
0
0
----------------------- ------------------------
0 L-8
-L-8 25 s.h. L-4
Egress
11'-8" 101-4"
11'-8"
81,
Bdrm. 3
i
'
Porch
10'-0" Ceiling
-et10'-0"
Ceiling oo
from FFE o
O
i
(2) 26 s.h. L-3 L-6
6080
Egress p
0 0 0l IE19191 00 00 N N
El
❑ 12080 SGD
<�
H'
.
2680
2880
r-- 4"
21' 3'-4"
8'-011
„
L-1
0 I 1 10'-0111"t
Master drm'-
10'-0..
34
me
110'-0" Ceiling I Frame
& 12" Coffer Great Room Wall
-
o
-
I Below
o
❑ 1 = 3/12 Vault Cing.
(Garbage ----
------------
�
can
,
�
Kit!
i
L-1
0 15'-9" 3'-4" 5'-11"1 16'-9" 1,-9" '' -- 3t-0„
8,-4n O 1
„
H36
I L----
Range &
3/12 Vault
s.h.
Exh. Hood !
2680
2680
� b Ceiling n,
C]
_
10'-01, °9
10'-0"
Cing•
Ref.
----- ---N
water N
----- -----J
Cing
--
N
line
22.5 jx 36
2680 Access I
_
2'-9" 2680
Pocket --
M
L-1
42" Tall
Wall
B drm. 2
0
O
2080
10'-0" Ceiling
25
H34
M
s.h.
Egress
s.h.
Dining
r,
Tall
wall
L-4
0 0 0
0
0--------
50
3/12 Vault Cing.
c
144"
0
❑
2,-5„ 31-0n
2,-5„ 1
Y-0"
7�-4„ 8
8 3 -5
5'
6 -4
„ 4'-0"
8
10'-0"
�
(V
Chig.
L- 3
0 Tub e
2880—M
Cin Pocket O
0
00
0
El
0 0 0
0 0
0
E.
) 26
unit in
g
`' 10'-0
a
°
r
HB
s.h.
Cing.
10'-0" Ceiling
in
315„ 2, 5„ 2680
o vtr
p
0
p
from FFE
a
p
El
0
Rollinoo
Shower
-----
-------------
-------------
0
---- (V
----
��b�SG
ti Office
L-1
H34
s.h.
• 0
Non Structural
20"
x 28"
�'b�
Fix
Glass
Frame 16 Deeper
10'-0" Ceiling
(3)
places
b
L-2
r.a.g 1 er
cn
HB
Typ-
2'-0"
2'-4"
2'-4"
2'-0"
5'-4"
5'-4"
48„
k33"-5"
at Adj. ulalls at Adj. walls2'-4"
8'-8"
2'-4"
10'-8"
4'-8"
Y-10"
12'-9"
Ballard
8
36" Tall Alum. Guard
3 1/2" Door CasingRail with Vert. 4"o.a
max. with 4 x 4 Alum.
;
r-----------�
22.5
wittthcLadder i
`-----------'
❑•
Softer.
o
is being installed Deco. Columns
I
throughout
i
Provide Plywood
Decking ;n Attie
I
d
Garage
N
10'-0" Ceiling o
from FFE N
A.C.Cond.
16 SEER
28'-8"
I
21'-4"
Trane Unit
Floor Plan
8
20'-0"
H
a.c. cond. on 4"
scale: 1/4" = F-0"
6'-4" 7'-4"
6'-4"
0
cone. pad. Fasten
unit to concrete
using the metal
anchor flange by
manufacturer with
x
25
L-q 25
L_4
1/4" x 3" tapcons
typical (4) places
s.h.
s.h.
N
El
0 0 0
o
a
Project Data
Project Name: Cannon residence
Street Address: XXXX Dyer Road
City: Port St. Lucie
County: St. Lucie
State: Florida
Scope of Work
New one level CBS single family
residence
Design Loads
Roof Live Load: 20.0 p.s.f.
Floor Live Load: 40.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: B
Internal Pressure Coefficent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
BuildinLy Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Project Area: 2969 s.f.
Building Code
2017 Florida Building Code: Residential
2014 National Electric Code NFPA 70
Area Tabulation
Living
2118
Garage
472
Porch
264
Entry
115
Total 2969
Total Cubic Volume: 23,171
Climatic & Geographic Desien Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Ceramic Tile
Shall be installed in accordance with ANSI A108.1, A108.4, A108.5
A108.6, A108.11, A118.1, A118.3, A136.1, & A137.1
Ceramic Tile Backer Board
Material used as backers for wall tile in tub & shower areas shall
be Glass Mat gypsum backing panel, Fiber reinforced gypsum panels,
Nonasbestos fiber cement backer board, or Nonasbestos Fiber mat
reinforced cementitious backer units installed per manufacturers specs.
Gypsum Board & Gypsum Panel Products
Materials and accessories shall conform to ASTM C22, C475, C514, C1002
C1047, C1177, C1178, C127$; C1396 or C1568 and shall be installed in accordence
with the provisions of Section R702.3.1 FBC. Adhesives for the installation gypsum
board & Panel products shall conform to ASTM C557.
Bottom Cord
of Tros
plate
YP.d_w.
Is 24"o.c.
id Grade
t.t. sill plate
base
I Hard Coil
12"o.c. max.
Concrete
Foundation
Interior Wall Section
2" dia. Galv
Pipe
Set ballard 12"
from appliance
Galv.
(4) 114" x 2 1/4"
Tapcons
Galv. Cap
Typical Cone.
Foundation
Bollard Detail
scale: 1" = l'-0"
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS 1v198 & Well # 59 -2-W(y
Dare: n
Rev'
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SCANNED
BY
St. Lucie Cot1rwW
drawn
5.1.
checked
a.l.
date
6/26118
scale
as noted
job number
18034
sheet
A-1