HomeMy WebLinkAbout5 Nanas Way - 5 - Foundation & Cross SectionsGENERAL NOTES
1. ALL DETAILS, SECTIONS AND
NOTES SHOWN ARE TYPICAL
AND SHALL APPLY TO SIMILAR
SITUATIONS UNLE55
OTHERWISE NOTED.
2.
THE CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND
CONDITIONS AT SITE PRIOR TO
COMMENCEMENT OF
CONSTRUCTION.
Vented Typ.
10
12 i
Ridge
[--�9' FG Insul.
ridge
Asphalt roof shingles
GAF shinglemate
1/2" CDX Ply
2x516" O.C.
/
2x816" OC
I
{
N
N
o
2x816' C
3/4 T&G Plyl
U1SUli
2x1016" OC
6" FG Insul.
-r-
--\3-2x10
existing roof
�
to remain
4" diameter steel col.
~\On
4" Poured Concrete
3Ox3O'x12"
it
on compact Gravel
concrete footing ( all
I
III
connectere
Col's and footings)
both sides
I
�
CRO55 SECTION
SCALE: 1/4'=1'O'
M
17,
White cedar (extra's)
Typar House Wrap
1/2" CDX PLY
2x416" O.0
31/2" FG Insul.
2x6 P.T. sill with sill seal
and 112" anchor bolts @
6-0' O.0
�8" poured concrete foundation
on 8"x16" continuous concrete
footing
_ IIS II
Lower top of
— — — — — wall 36'
54'---- -- - - 4X6 POST
o �
LO
=2x1016" 00 -2x1016" OG
L- = _
o
_ _ Lower top of
—3 2x10 31/2" tally on
If 40
�- — — — - cut in new I concrete footing
beam pocket
i — — — — — — — — Proposed new
foundation
"See on site be
0
1/2 steel re rod mark for to of wall"
atcoldjoints I I I' I
j Provide trench for
— — — — — - — - - — — - new waist pipe
i ( Lower top I
of II "
� I I wa
New masonary curb, '
New 3" waist pipe, join I I align with top of
to new septic stem III I foundation I - — — — — —
at exterior of building
1/2" steel re rod i,` — — - — —
(( at cold joints --.
r — — — — — — — — — — — I Demo top of wall to I i
5" below existing
concrete floor
I. 1 I I I Lower top
------------
afwal112"
I I I
I I— — — — — — — — — —
'— J i.l L — — —J
-
II I I ------
----I----
i
III I
III - PROPOSED FOUNDATION PLAN
1/2" anchor bolts 1' from
corners and 6' O.C.
1/2" steel rod
down 24" from
top of wall
2x816' C
�8
existing roof
to remain
2x816" OC
it
use metal
3/4'5(11 7/8" LVL
I
connectere
2-1
both sides
I
�
new
Ii
construction
I�
(I
�I
I
i
exisvrg beyond
I
I 1
I �
� I
I I
I
I
existing lowered
I
I
A
CROSS 5EC110N
A
_ IIS II
Lower top of
— — — — — wall 36'
54'---- -- - - 4X6 POST
o �
LO
=2x1016" 00 -2x1016" OG
L- = _
o
_ _ Lower top of
—3 2x10 31/2" tally on
If 40
�- — — — - cut in new I concrete footing
beam pocket
i — — — — — — — — Proposed new
foundation
"See on site be
0
1/2 steel re rod mark for to of wall"
atcoldjoints I I I' I
j Provide trench for
— — — — — - — - - — — - new waist pipe
i ( Lower top I
of II "
� I I wa
New masonary curb, '
New 3" waist pipe, join I I align with top of
to new septic stem III I foundation I - — — — — —
at exterior of building
1/2" steel re rod i,` — — - — —
(( at cold joints --.
r — — — — — — — — — — — I Demo top of wall to I i
5" below existing
concrete floor
I. 1 I I I Lower top
------------
afwal112"
I I I
I I— — — — — — — — — —
'— J i.l L — — —J
-
II I I ------
----I----
i
III I
III - PROPOSED FOUNDATION PLAN
1/2" anchor bolts 1' from
corners and 6' O.C.
1/2" steel rod
down 24" from
top of wall