HomeMy WebLinkAboutBLD2004-00572 - BLD Plot / Site Plans - 4/21/20044' U"
b' U"
11—3--4-4 1 /2 b' U"
b' U..
9-
b' U"
b U•• 4. U..
_2' 6 1/Z'^; b' b 1/2"
6' U"
6040RS ; 6040RS
r•
6040RS
60610
6x10 d.f. #2 header
6068
12'-9"
2668 -r
2668
WP
CO
CO
co
6x10 d.f. #2 header 6x10 d.f. #2 header
3050SH
4' 10" - - 3' 0"
1/4" scale
4' 7 1/2"
3068_
rR;
living room
legal
landing
outside
slider
4036RS
6068
D!W
3--3-
family room
Jam)
11 fl—ll
3050SH
3050SH
DECK
24'-3" x 3'-4"
3050SH
3050SH
DN
3' 0"
3 1 t2"
3' 0" 3'-4 1/4"
3' 0" 6
DRAWN FOR BRAD
WILSON
site
brockdale
42125-77-90123
6"
3' 0"
3' 0"
0
0
4' 0"
2668
CO
VD
N
closet
6x10 d.f. #2 header
CO
CO
CD
(NI
2668
bath
0
N
O
ED
m
0
3068 one hour separation
GARAGE
23'-0" x 23'-4"
5/8 s.r on lid
3 1/2" x 12" glb header
1— - —
furnace
ci
3050SH 3050SH 3050SH
1_
RECEIVED
APR 2 2 2004
_s) W. CEDAR STT
DRAWN BY BRAD WILSON
Facia Gutter
25 year comp.
Roofing
Moisture Harrier
7/16 osb Roof
Sheathing
lxdcedar
Facia
F111 siding „ B D.F. Std B
26 D.F. Studs t§
1EG.C.
2x6 D.F_ Std & Btr.
Plate
Foundation Vent
216 D.E. P.T- Mudsill
121 x 10 J-Anchor
Grade
Concrete
Fooung/Stern an
4' 0"
8'udi
height
vent at ridge
ventilaM Oi 1 sq. ft per 150 sq. ft
floor area
5/8-
Sheetrock
hi hurricane clip
6X10 D.F.
62 Header
1/2
. Sheetrack
R-21 Wall
Insulation
241 ventilate @ 1 sq.
stenmall ft per 150 sq. It
x 8" floor area
16" x 6"
ftg.
Grade
44 Steel Reber
5-38 Ceiling
Insulation
man.
trusses
3/4. PTS T & G Plywood Subfloorino i'ves
and Nailed
Flooring per owner
11 7/13" BC! SERIES 450
16' 0.C.
1111(lllll�l�l��(1�
\R-30 Fbo
cra"4
space
Insulation
cross section
interior brace wall panel
,>\
BLOCKING AT JOINTS
5/8 t-111 W/8d @ 6" O.C.
AT EDGES AND 12" O.C.
INTERMEDIATE BEARING
BRACED PANEL
r
laminate 328m
4x4 post lap
10' x24x
2_4 pier
OFFICE 426-0277
CELL 490-2837
FAX 898-7003
april 21
2004
PAGE
1
ti ®20oj- oos-7a,
64' 0"
c0
N
1
r
crawl access
�T-
1
block between
--„joists under
%interior bracewall
panels @ 16" o.c.
continuous
pony ftg.
11 7/8 bci400 or equal @ 19" o.c.
continuous
pony ftg.
1,
1
block between
joists under
interior bracewall
panels @ 16' o.c
Ir
- 40'-0" -
1/4" scale
1
provide 18 vents to ventilate at one
sq, ft. per 150 sq. ft. of floor area
r
2zC
va
robot
continuous
equal
❑ r
t9'
011 CENTERS
.MINT LOAD
stets
DOUBLE
DOUG
SCE
MATES
IN RAGS
PON/WO. FOR
ACCESS
•
.45` PRESSURE
'MEAT.) GIATE
POW MORNS x
.00T CONCRETE
NAILS Al,
XGRECBITAL
ROW MI
INTO FOrSiNc
pony wall detail
64'-0'°
24'-0"
foundation plan
DRAWN FOR BRAD
WILSON
site
brockdale
42125-77-90123
C
C
6
Siding as per Customer desire w/
1/2" Bldg paper on 1/2" CDX
Plywood on 2 x 6 Studs 16"
0.C.
2 x 6 P.T. Plate w/sill sealer
1/2" Gyp. BD.
3/4 t&g edge
gold or
equiv.
Insulation
r-30
6"
0
24"x8
"wall
18"
2'
—c10"
18' Min.
Crawl
Space
bp washer
1/2" x 10" AB's
\@48" 0.C. & 12"
from all corners
and splices
#4 verts @48"
•' ■
FOUNDATION
DETAIL
Typical
12" x
6"
foundation detail
11
7/8 "
bci
series
400
19"
ventilate one
sq. ft per 150
sq. foot of floor
area
2 rebar continuous in
wall horiz.
#4 Rebar Cont. Top & Bottom, 3"
Clear all sides, Typical.
DRAWN BY BRAD WILSON
OFFICE 426-0277
CELL 490-2837
FAX 898-7003
april 21
2004
PAGE
2
9
CV
4' U" 6' U"
6040RS
-Imo!_IMIEF.'
1' b 1 /2'^=,Z'-4 1/2' -.. b' U"
6x10 d.f. #2 header
Ali I 111
•OSH
4' 10"
1/4" scale
I_ 'NEE
3' 0" 4' 7 1/2"
12'-5 1/2"
• 1/4'
3' 0"
2' 7 1/2' 7' 6 3/4"
b' U..
ECK
11
b' U..
3050SH
150SH
6. U..
trusses are cantilevered max. 6' to
gutters this area
3' 0" 3 1/2" 3'-4 1/4"
3' 0"
\ 3' 0" fi 3' 0"
LIVING AREA
171- qft
4' 0"
roof framing (trusses)
4' U" Z' b 1 /Z' .. b' b 1/2"
closet
b' U..
6068
!•
6x10 d.f. #2 header
one hour separation
GARAGE
23'-0" x 23'-4"
5/8 s.r
on lid =
b' b..
furnace
trusses over porch area are
cantilevered Tess than 6°
3050. 30''ISH 0.0SH
CV
0
tzt
C'7
9
Fasteners
To: Rafters 6-8d x 1 1/2
To: Plates4-8d
H1 Seismic & Hurricane Ties
0091
ENGINEERED ROOF TRUSSES @ 24" O/C
INSUL. STOP AS REQ'D
SIMPSON H-1 ANCHOR
(MIN.) @ 24" O/C TYP.
2X4 BLKG.W/DAPPED
CORNERS FOR VENTING
1/2" OSB SHEATHING
CEDAR TRIM(S)
ON CONT. 2X
CONT. SOFFIT VENT
INSTALL NET FREE AREA
PER UBC SEC. 1505.3
5/8" PLAIN R/S T-1-11 PLY SOFFIT
( OPTIONAL)
I\ _____ MIN. R-38
5/8 GWB
DBL. 2X6 TOP PLATE
R-19 INSUL.
1/2" GWB
2X6 fir STUDS 16"
0/C
8' wall height
SLOPED EAVE
STANDARD TRUSS
girder
point load.
see truss
layout
DRAWN FOR BRAD
WILSON
site
brockdale
42125-77-90123
DRAWN BY BRAD WILSON
OFFICE 426-0277
CELL 490-2837
FAX 898-7003
april 21
2004
PAGE
3
south elevation
12
east elevation
scale3/16" = one
foot
north elevation
west elevation
DRAWN FOR BRAD
WILSON
site
brockdale
42125-77-90123
DRAWN BY BRAD WILSON
OFFICE 426-0277
CELL 490-2837
FAX 898-7003
april 21
2004
PAGE
4