HomeMy WebLinkAboutZ-6532-H Map 111/2" EXPAN51ON
JOINT
2x 5NDS
3500 P51 x 4" THICK
GONG. SLAB -
REINFORCED A/ bxb /
A2.I-A2.1 WYV.F.
COMPACTED SAND FILL
b MIL VAPOR BARRIER
LAP $ TAPE EDGES
BI ® 32" O.C.
NOTCH CMU b" AIDE, 8" DEEP
aI'��"'-3•r. TKA
Zlf —
4;
FROST LINE
-12xl2xib' FILL A/ CON, --
HEIGHT TO VARY AS PER
GRADIN6
- #4 REBAR ® 56" O.C.
-12x12xlb" CMU 3'-0"
HIGH FILL A/ OONC
4 #5 RE5AR5
COMPACTED SU06RADE OR
UNDISTURBED 501L - VERIFY
DEPTH 4 COMPACTION BY
ENGINEER
OI �aF. DETAIL ® EXTERIOR WALL
Al SCALE: 3/411= I'-0"
I'-0° MIN
TYP. DETAIL ® INTERIOR GRADE BEAM
02 ® GARAGE / PORCH$ BUILDING
A7 SCALE: 3/4-= v -o-
VAARIIE5,,N51YY OR 5�",
WWA4 PAN
GONG. SLAB -
REINFORGED A/ bxb /
A2.1 -A2.1 A.A.F.
COMPACTED SAND FILL
b MIL VAPOR BARRIER
LAP 4 TAPE EDGES
4 - 85 BAPS
COMPACTED SUBGRADE OR
UNDISTURBED 501L - VERIFY
DEPTH 4 COMPACTION BY
ENGINEER
3500 F51 x 4" THICK
CONC. SLAB -
REINFORCED A/ bxb /
A2.1 -A2.1 AAF.
COMPACTED SAND FILL
b MIL VAPOR BARRIER
LAP 4 TAPE EDGES
4 - #5 BARS
COMPACTED SUBGRADE OR
_ 0' ''N UNDISTURBED 501L - VERIFY
DEPTH 4 COMPACTION BY
ENGINEER
rog=P. DETAIL @ INTERIOR GRADE BEAM
A-7 SCALE: 3/4'= 1'-0'
1, 15'-2" I6'-0" JO" I6'-0" - 151-2" 1.
------------------------------------ ------ ------------------------------------------ t�
-- --------
I
I' I
III
12'-2'
I�
f.
b
Il
I
I
I"
I I SLOPEYe"
-
w
I I PER FOOT
III
I
N
1------- -- --
---� -------------------------
------------
-
II �
------- � -� ---
--
--- -----�
--
1
I
---------
--
!
I-____________________
II
____- j
�
Q
-------------------
L----------
SLOPE Ya° Q
I I
l
I
I!
I I PER FOOT
i i
PER FOOT i-
I I
i
Q
II
I.
1 n—
�
o
�
rT,
i
!
�
I
11
I
I
I
I
I
LINE OF EXTERIOR FACE OF Food
I
(DASHED) 1 r------ ------1 r -T---------
I
-1 r ---'
-------� I
I
l
I
I
I
I I I
I I I I
I
i t
I I
I
! LINE OF EXTERIOR.
I I
I
FACE OF FOOTING (DASHED) -4
I I
LINE OF EXTERIOR FACE OF CMJ 51
EM WALL I I I I
I I
I I
I
L--------- --
- - - - J I I I
INTERIOR FADE OF FOOTING 31
I I
I L---
--
- --�
p� POOT
4
--- r
I
I I
!
I
I
l i
! I I I
I I I I
I I
I I
I I LINE OF
I I
EXTERIC
R FACE OF CMU STEM HALL
I I
IPER
II' -2' I I
II' -0"
I !
II' -2°
I
I
l i
I i
I I I I
I I I I
-----I L--
I I I I
I I I I
-------- -J L ----- -------J I o
I
I I
f
1I
I I I I
--------
I I I I
Il
I
I LIFE OF EXTERIOR JOINT
I I I I
MU STEM I ! !
I I I
I I I
j
I
WALL 4 EXTERIOR FACE OF
I
SLAB
I I I
I I I
I
I I I
I
l i
o
I
---J m
I
-J--
---------
J
ry
-----
---
--- j
___
r
`LINE OF INTERIOR FACE OF
MU ST --M
WALL I ! ( I
I I I
I I I!
I I I I
LINE OF
XTERIOR
I I
JOINT BETNEEN CMU STEM
I
I
WALL
4 EXTERIOR FACE OF SLAB
l
I
I I I I
F TI MIN 18" 4 129 DEEP A/ q° OF CONCRETEI I
1
I
I
I
MiT T ON UNDISOR A MIN OF 410% I I
CCIMTLA
PACTED SOIL OF IFORM DIN5ITY 4 I I Q
I
n
I I ! I
THI,KA5 PER TION 1803."1 I
I
I
I
<- LINE OF INTERIOR FACE OF
�OOTI
L -------T-- --J L-
I
-------- - �N -DEEP.
- - - - - - - J
I
--=- -
I I I I
--------- - - - - - -
I I 1 I I
I
I I
II
II
L+---------
--
-j I I I
--- I I i
I I ---
L
I I I
--
I
--------- -I
r---------
--
----, I I I
I I I
I I
i I I l
I I i t
I
I
q
q
ICI
I
C4
m
T
1 1
1
I I I I
SL I I
IDRdP AB 4PEAe PER
I I
P F YooTl I
I I I I
sPEcs. i i
I'
i 1 ER q)
- -
- - - - - - - - - -i
'
5,40
'
L- L-------
I
L ---
L------- ----J �—
-- ---- —J L -------------i L----
--
------L LI
I
I
- -----------
SLS per --GONG APRCN
---
----------
--
---------
ELEV. ELEV.
I
I .
126'12'
261-2" I
I
I
_
--- ---
--
------ --
-- --------
I
I' I
III
12'-2'
I�
f.
b
Il
I
I
I"
I I SLOPEYe"
-
w
I I PER FOOT
III
I
N
II
II 4
o
II �
INTERI
FACE OF CMU STEM WALL
�}---------
--
1
it
II
Ili
II
---------
--
II
I,
II
I-____________________
�
____- j
�
Q
-------------------
L----------
-------
---
-- SLOPc CON, APRON -- -
L --- --------------J I---- --
-----------------� IIq
I
!
I
I
I
I
I
I
I"
I
I
I
w
I
I
N
I
rt
o
—I
INTERI
FACE OF CMU STEM WALL
1
I
I
I
1
it
II
Ili
II
1
L
I
II' -10' I
III
III
II'
II
it
I-____________________
�
____- j
a
Q
PER FOOT PER FOOT
---13LOPE FOOT
T------ ----
C42 C. APRON --- ----- J L ----- -�5L0 FOO CONG APRON
PER
b'-3"
5'-11"
FOUNPATION PLAN
SCALE: 1/4"= -O"
514" I, V-3"
6'-4' 61-8' I3'-00 I. 121_2"
GENERAL NOTES:
1) LICENSED ENGINEER TO REVIEW AND SIGN FOUNDATION PLANS 4 DETAILS.
5HEET
OF 6
16007
I 2/23/2016
DRAWN SY:
MG/GD
02/23/16
In
WN
N
In
Q
U
Ejn J
❑
Q
J�
0 J❑
LnO V
n F�/
r LL
W
In
Q W U
� J
L9
N
n ❑
tD .
❑ V
a�
zco
W
Q N
W Q �
O
Ls
0
Ll
7�
w
LII E
OF
INTERI
FACE OF CMU STEM WALL
1
6:�. I
1
6:�• I
I
II' -10' I
O"
�
12'_2" i t
a
Q
Q
.a-1
Q
o
�
rT,
i
I
I
I
I
C-1
a
I
r
I
I
INE OF
INTERIOR FADE OF FOOTING 31
OO
MR FOOT
p� POOT
4
I
!
q�
m
IPER
FOOT
I
L-
j
- n
--
o
-----------
-J--
---------
-----
---
-----
---
I
I
I
I
Q
I
I
I
III
I
I
I
ICI
SLoPE Y.
PER FOOT
t
I
I
Y
o
I
I
ICI
I
1
JI
I'
II
- -
- - - - - - - - - -i
'
'
I
L ---
I
----------J
I
- -----------
SLS per --GONG APRCN
---
PER FOOT PER FOOT
---13LOPE FOOT
T------ ----
C42 C. APRON --- ----- J L ----- -�5L0 FOO CONG APRON
PER
b'-3"
5'-11"
FOUNPATION PLAN
SCALE: 1/4"= -O"
514" I, V-3"
6'-4' 61-8' I3'-00 I. 121_2"
GENERAL NOTES:
1) LICENSED ENGINEER TO REVIEW AND SIGN FOUNDATION PLANS 4 DETAILS.
5HEET
OF 6
16007
I 2/23/2016
DRAWN SY:
MG/GD
02/23/16
In
WN
N
In
Q
U
Ejn J
❑
Q
J�
0 J❑
LnO V
n F�/
r LL
W
In
Q W U
� J
L9
N
n ❑
tD .
❑ V
a�
zco
W
Q N
W Q �
O
Ls
0
Ll
7�
w
U
Q
O
a
Q
Q
.a-1
Q
o
�
rT,
U
�
U
C-1
a