HomeMy WebLinkAboutZ-6532-H Map 171/2" EXPANSION
.JOINT
I
u
m
2x STUDS
3500 P51 x 4" THICK
CONC. SLAB -
REINFORGED A/ bxb /
A2.1 -A2.1 W.W.F.
COMPACTED SAND FILL
b MIL VAPOR BARRIER
LAP 4 TAPE EDGES
BOV5 ® 32" O.G.
NOTCH CMU b" WIDE, b" DEEP
jI:IpM4vx-A77=
f
QFRO5T LINE
-12xI2xI6" FILLA/ GONG
HEIGHT TO VARY AS PER
6RADING
- #4 REBAR ® 56" O.G.
2x12x1b" GMU Y -O"
HIGH FILL W/ CONC
4 #5 REBARS
COMPACTED SUBGRADE OR
UNP15TURSED SOIL - VERIFY
DEPTH 4 COMPACTION BY
ENGINEER
OI:=P. DETAIL @ EXTERIOR WALL
All SCALE: 3/4"= I' -O"
CONC. SLAB -
REINFORGED N bxb /
A2.1-102.1 W14.F.
`a
COMPACTED SAND FILL
-o-
6 MIL VAPOR BARRIER
�
—LAP 4 TAPE EDGES
•" - 4 - #5 BARS
COMPACTED 5UBGRA0E OR
1'-0MIN UNDISTURBED SOIL - VER'FY
DEPTH 4 COMPACTION BY
- EN61N FER
TYP. DETAIL ® INTERIOR GRADE BEAM
02 @ GARAGE / PORCH 4 BUILDING
Ai SCALE: 3/4"= I'-0"
m
s
N
\\ I'-0" MIN
0
N
03 F. DETAIL ® INTERIOR GRADE BEAM
A-7 SCALE: 3/4"= I' -O"
3500 P51 x 4" THICK
CONC. SLAB -
REINFORGED A/ bxb /
A2.1 -W2.1 W.A.F.
COMPACTED SAND FILL
b MIL VAPOR BARRIER
LAP 4 TAPE E06E5
4 - #5 BARS
COMPACTED 5U66RADE OR
UW15TLRBM SOIL - VERIFY
DEPTH 4 COMPACTION BY
ENGINEER
0
Q
0
v
89'-2' OVERALL
------------- ----- -----
----------------------------------
— — — — — — — — — — — — — — — — — — — — — — — —
T — — — — — — — — — — — — — — — —
I'I
' II I I I I II
1 111, I ( I I III
I I S I I I I I � I I
1SLOPE Ye v
li SLOPE 4 I I I I PER FOOT
PER FOOT I I I I 1 1
II 1 I I
L --
I 11
I I I I ----------J
— — -- ---�-fir-------------------r, r--------- � -----� r----- ----------, ,---------------- ---�---------_
-- -- ---- - -- —
1I I I I I I I I I �
I I I I I I I I I
LINE OF EXTERIOR FACE OF FOOTING (DA M1) I I I I I
l i II I I I I I I I I I
LINE OF EXTERIOR FACE OF CMU STEM AkL
I I I I I I I 1 1 --- I I
-----
I -
------------- —— ------ -- 1 I
I I I I I
I'I I I I I I I I I I I I I
14-0' 171-10"
I I I I I I I I I I I I I I
I I I I I I I I I I I
I� I I I I II I I 11 I I I,I
I I I I I I I I I I I I
— — — - L — — — — — J L — — — — — — — — — — — — — — — —
L ----- J L --=-----------------J L------- -------------------------
----------------------------------- -----------��
�;---------------I r-- ----------------- ------ r----- —� r
RM
LINE OF EXTERIOR JOINT BETWEEN CMU 5 M 1 I I I I MUST
FOOTINGS
ON I ISTURBED OR A MIN OF O
WAIL 4 EXTERIOR FACE OF LAB I I I I I COMPACTED 50 L OF UN12' 1IFORM DINSITY 4 I I
1 I I I I 11 THICKNESS As SECTION 1803.1 1 I L NE TF EXTERIOf FACE OF FOOTING (DASHED) 1
I 41 I I I I I I SLAB MIN 3-Y2" 1 1 1 1 I
I I I o
_ I I o I I I
I I I
II` A
LINE OF INTERIOR FADE OF MU STEM L
A`� 1 1 I I I AMLE. M 1-4 OF EXTERI FACE OF CW STEM WALL
I l i I I I I I I I I I I
11 I I I I I I I I I --------_,J
" -------------------i i--------------;�
--� -------------------1� r--------, _ I?LtV. R r--------, r 1 I
1 --------- — I I I i i l 0 4 II � I I I ,!!.
I
I I I
I iF LINE OF INTERIOR FACE OFF TING I I I I 1 I I I I LIMP OF EXTERI JOINT BETK EN CK STEM TN
I I I I I I I I I 1 I 4 EXTERIOR FACE OF SLAB
-- V-011
0
IW-O' 5111-02
I ,
LI
--
1 I I 1 1 4 I 14 I I I I 4'-4"
SLOPE Ya' I I r------------ ------ -- I -*- JI �I ------------
PER FOOT
PEP, FOOT
--- —mr---- -- — II
r------------ -------
J L
II,
O;s
rZiaSLOP 1b' _ .,F,7--F;T
1
PER Foor I M iI q
18' - 8'-0' I •I 61-8' 1 10 6'-8•In
1
L_ J
------------ -- -- ----------- ---
_ _ _ _ _ _ _ _ _ _ _
------------------------
I
v I �
N I ry SLOPE Yp"
PER FOOT III
I
I
I
I
I
1 --------
t
SLOPE Ya" -- CONG APRON
PER FOOT
m
FOUNDATION PLAN
SCALE: 1/4"= I'-0"
I
� III II I I I
I I I
II
I I I I
II
I I I
I I
SLOPE Ya' II ' I
I I
PER FOOT j I -
I T T I
1 I I
II I I
I I !
11 !
I I
1
-------------------------
Ir]Qn
9
89'-2" OVERALL
1
1
— I
I
I
� i
II
I
I
tlI
18'-0' I
-------------Ji
0
U
I
W
11
II
I
I
SLOPE y,,, 1 i
ISI
1I
PER FOOT 1
I
I
I�,
II
II
m
O
UQ
m
0
N
m
s
N
\\ I'-0" MIN
0
N
03 F. DETAIL ® INTERIOR GRADE BEAM
A-7 SCALE: 3/4"= I' -O"
3500 P51 x 4" THICK
CONC. SLAB -
REINFORGED A/ bxb /
A2.1 -W2.1 W.A.F.
COMPACTED SAND FILL
b MIL VAPOR BARRIER
LAP 4 TAPE E06E5
4 - #5 BARS
COMPACTED 5U66RADE OR
UW15TLRBM SOIL - VERIFY
DEPTH 4 COMPACTION BY
ENGINEER
0
Q
0
v
89'-2' OVERALL
------------- ----- -----
----------------------------------
— — — — — — — — — — — — — — — — — — — — — — — —
T — — — — — — — — — — — — — — — —
I'I
' II I I I I II
1 111, I ( I I III
I I S I I I I I � I I
1SLOPE Ye v
li SLOPE 4 I I I I PER FOOT
PER FOOT I I I I 1 1
II 1 I I
L --
I 11
I I I I ----------J
— — -- ---�-fir-------------------r, r--------- � -----� r----- ----------, ,---------------- ---�---------_
-- -- ---- - -- —
1I I I I I I I I I �
I I I I I I I I I
LINE OF EXTERIOR FACE OF FOOTING (DA M1) I I I I I
l i II I I I I I I I I I
LINE OF EXTERIOR FACE OF CMU STEM AkL
I I I I I I I 1 1 --- I I
-----
I -
------------- —— ------ -- 1 I
I I I I I
I'I I I I I I I I I I I I I
14-0' 171-10"
I I I I I I I I I I I I I I
I I I I I I I I I I I
I� I I I I II I I 11 I I I,I
I I I I I I I I I I I I
— — — - L — — — — — J L — — — — — — — — — — — — — — — —
L ----- J L --=-----------------J L------- -------------------------
----------------------------------- -----------��
�;---------------I r-- ----------------- ------ r----- —� r
RM
LINE OF EXTERIOR JOINT BETWEEN CMU 5 M 1 I I I I MUST
FOOTINGS
ON I ISTURBED OR A MIN OF O
WAIL 4 EXTERIOR FACE OF LAB I I I I I COMPACTED 50 L OF UN12' 1IFORM DINSITY 4 I I
1 I I I I 11 THICKNESS As SECTION 1803.1 1 I L NE TF EXTERIOf FACE OF FOOTING (DASHED) 1
I 41 I I I I I I SLAB MIN 3-Y2" 1 1 1 1 I
I I I o
_ I I o I I I
I I I
II` A
LINE OF INTERIOR FADE OF MU STEM L
A`� 1 1 I I I AMLE. M 1-4 OF EXTERI FACE OF CW STEM WALL
I l i I I I I I I I I I I
11 I I I I I I I I I --------_,J
" -------------------i i--------------;�
--� -------------------1� r--------, _ I?LtV. R r--------, r 1 I
1 --------- — I I I i i l 0 4 II � I I I ,!!.
I
I I I
I iF LINE OF INTERIOR FACE OFF TING I I I I 1 I I I I LIMP OF EXTERI JOINT BETK EN CK STEM TN
I I I I I I I I I 1 I 4 EXTERIOR FACE OF SLAB
-- V-011
0
IW-O' 5111-02
I ,
LI
--
1 I I 1 1 4 I 14 I I I I 4'-4"
SLOPE Ya' I I r------------ ------ -- I -*- JI �I ------------
PER FOOT
PEP, FOOT
--- —mr---- -- — II
r------------ -------
J L
II,
O;s
rZiaSLOP 1b' _ .,F,7--F;T
1
PER Foor I M iI q
18' - 8'-0' I •I 61-8' 1 10 6'-8•In
1
L_ J
------------ -- -- ----------- ---
_ _ _ _ _ _ _ _ _ _ _
------------------------
I
v I �
N I ry SLOPE Yp"
PER FOOT III
I
I
I
I
I
1 --------
t
SLOPE Ya" -- CONG APRON
PER FOOT
m
FOUNDATION PLAN
SCALE: 1/4"= I'-0"
I
� III II I I I
I I I
II
I I I I
II
I I I
I I
SLOPE Ya' II ' I
I I
PER FOOT j I -
I T T I
1 I I
II I I
I I !
11 !
I I
1
-------------------------
Ir]Qn
9
89'-2" OVERALL
1
1
— I
I
I
� i
II
I
I
tlI
18'-0' I
-------------Ji
L ----------
I
!
--
I
W
11
II
I
I
SLOPE y,,, 1 i
ISI
1I
PER FOOT 1
I
I
I�,
II
II
I
I
T-21RU
' I I
I I
L ------A L—_--_ __-J I LJ
I II
_ LINE OF INTERI FACE OF CMU STEM WALL
rl I I !
"I 11
II II II
I 1 III
I - 18-4"
4 I
r - -
------- -----�
11 II
1! I
SLOPE Ya" 1
I PER FOOT 1
I 11 I
m LINE Of INTERIOR FACE OF FOOTING �I
I
II�
I I� II
I I,I I
Li I I II
1 ---------- ---------------------II
- ----------
GONG APRON - 6L0mw - - --
----
PER FOOT
GENERAL NOTES:
1) LICENSED ENGINEER TO REVIEW AND 516N FOUNDATION PLANS 4 DETAILS.
L-W7l
I
0
v
;t
02/23/16
SHEET
OF 6
1600a
2/23/2016
DRAWN BY:
MG/GD
ul
'N^
YI
Eq
Ln
Q � �
� � U
U„ J N Q
J �
13 J 0
0
r LL
r- W
ul 0
Q W J
� C7
En
yyn 0
li
0
a�
Z 00
Q>
N
W 0 rill
0
till
0
Ll
■ 0
W
O
UQ
a>
0
U
�
U
■ 0