HomeMy WebLinkAbout5 Nanas Way - Foundation & Cross SectionsGENERAL NOTES
1. ALL DETAILS, SECTIONS AND
NOTES SHOWN ARE TYPICAL
AND SHALL APPLY TO SIMILAR
51TUATION5 UNLESS
OTHERWISE NOTED,
2.
THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND
CONDITIONS AT SITE PRIOR TO
COMMENCEMENT OF
CONSTRUCTION.
C
Vented Typ.�
�10
12
Ridge vent
/9' FG Inoul.
2x10 ridge
Asphalt roof
shingles
GAF shinglemate
1/2" CDX Ply
2x8 16" O.C.
O
O
in
i
�10
12
Ridge vent
/9' FG Inoul.
2x10 ridge
Asphalt roof
shingles
GAF shinglemate
1/2" CDX Ply
2x8 16" O.C.
CK055 SECTION
SCALE: 1/4"=1'O"
White cedar
(extra's)
Typar House Wrap
1/2" CDX PLY
2x416" O.0
31/2" FG Insul.
2x6 P.T. Sill with Sill
Beal and 1/2" anchor
bolts CCD 6-0" O.0
—\8" poured concrete
foundation
on 8"x16" continuous
concrete footing
pG
2x816 C
76,
existing
roof to
remain x816" OC
use metal
connecters 2-1 3/4"x11 7/8" LVL
both sides 10'-0"
new
construction
I -I
existing beyond /7 existing lowered
it SII
i
i
5 GR055 5ECTION5
12'-0"
12'-0"
1/2" anchor bolts 1'
from corners and 6'
Lower top
-------------- of wall 36"
—�—
5'-4" 4X6 P05T
I --
====2x10161,OC=== ====2x1016"OC===
d — — — —
Lowertop
ID
— — — — - — of wall 40" 3-2x10 31/2" lally on
�- 2'6 x2'6 x12
— — — — —
out; in new concrete footing
bea m
— — — — —pocket— � — — Proposed new
foundation
1/2
rod at cold " steel re
"see on Site bench mark
�.
joints Provide trench for top of wall"
—I---for ti
pipe
----------- ---7
m
� l
New 3" waist pipe, I
join to new septic
system at exterior
of building
JJ
Lower -
—
top of
wall 6" — —
I I I
New masonary
curb, align with
top of foundation
1/2" steel re L- — — — —
III --Ii -
rodatcold
joints — W
Demo top of will
to 5" below
exlstirg corcrc'e
floor T /
Lower
III
to of
-- --------�L— —— — — — — JI Ili' I wa1112"
-- -- ------
I�
I
IL:6 J
-- f ROF05ED FOUNDATION PLAN
II I I I
IFII
II
cp
N
1,
O
N
1/2" steel rod
down 24"
from top of
wa I I
M
C)
O
O
x816" OC
i
N
N
O
N
�
3/4" T&G Ply
�
i11iU1i
2x1016" OC
6" FG Insul•
00
O
---------------------
--------------------
- 4" diameter steel col.
4"
�\On
4" Poured
30"00"x12"
Concrete on
concrete footing ( all
compact Gravel
col's and footings)
S
z
�
CK055 SECTION
SCALE: 1/4"=1'O"
White cedar
(extra's)
Typar House Wrap
1/2" CDX PLY
2x416" O.0
31/2" FG Insul.
2x6 P.T. Sill with Sill
Beal and 1/2" anchor
bolts CCD 6-0" O.0
—\8" poured concrete
foundation
on 8"x16" continuous
concrete footing
pG
2x816 C
76,
existing
roof to
remain x816" OC
use metal
connecters 2-1 3/4"x11 7/8" LVL
both sides 10'-0"
new
construction
I -I
existing beyond /7 existing lowered
it SII
i
i
5 GR055 5ECTION5
12'-0"
12'-0"
1/2" anchor bolts 1'
from corners and 6'
Lower top
-------------- of wall 36"
—�—
5'-4" 4X6 P05T
I --
====2x10161,OC=== ====2x1016"OC===
d — — — —
Lowertop
ID
— — — — - — of wall 40" 3-2x10 31/2" lally on
�- 2'6 x2'6 x12
— — — — —
out; in new concrete footing
bea m
— — — — —pocket— � — — Proposed new
foundation
1/2
rod at cold " steel re
"see on Site bench mark
�.
joints Provide trench for top of wall"
—I---for ti
pipe
----------- ---7
m
� l
New 3" waist pipe, I
join to new septic
system at exterior
of building
JJ
Lower -
—
top of
wall 6" — —
I I I
New masonary
curb, align with
top of foundation
1/2" steel re L- — — — —
III --Ii -
rodatcold
joints — W
Demo top of will
to 5" below
exlstirg corcrc'e
floor T /
Lower
III
to of
-- --------�L— —— — — — — JI Ili' I wa1112"
-- -- ------
I�
I
IL:6 J
-- f ROF05ED FOUNDATION PLAN
II I I I
IFII
II
cp
N
1,
O
N
1/2" steel rod
down 24"
from top of
wa I I
M
C)
O
O
U
i
O
�
O
N
�
�
--
C!
421
i
O
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O
O
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--
00
O
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z
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