05-1120-01630" LAP
2 # 5 CONT.
OR AS SHOWN ON PLAN AND SCHEDULE
GRADE, DECK OR SLAB ON GRADE
PAVING. SEE ARC ISEE PLAN
—�
PER SCHEDULE
(8" MIN.)
TYPICAL TURNED DOWN SLAB
9 3/4" = 1' -Y
SEE DTL 19/S -201
2 # 5 CONT:
FINISHED GRADE
SEE ARCH. DRWGS
-:-
WALL FOOTING
PER PLAN --w-
AND SCHD
8" X 8" CAP
W/2 #5
# 5 ® 24" 0/C MAX.
UNDER OPENING
SLAB -ON -GRADE
MARK
SCHEDULE
WIDTH
DEPTH
LONG
TRANSVERSE
REMARKS
F3
3'- 0 "x3' -0 "x12"
4 #5
EACH
WAY
BOTT.
F4
........... _..- .......................... ...............................
F5
.......... WF1. 6 .........................................
4 #5
.......................
5 #5
sn......................................---
.12 ".........--------- - - - - --
2 # 5
# 3 ®48" 0/C
175A
F6
5'- 0 "x5' -0 "x12"
6'- 0 "x6' -0 "x12"
WF24
EACH
EACH
EACH
24"
12"
3 # 5
# 3 ® 48" O/C
4'- 6 "x4' -6 "x12"
5'- 6 "x5' -6 "x12"
.4 #5
5 #5
.......................................................................................................................................................................................................................................................
WF16A
WAY
WAY
16"
14"
2 #5 T &B
...............................
#4 024" 0/C T &B
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24"
12"
3 #5 T &B
#4 024" 0/C T &B
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THIS DRAWING IS i'HE PROP�ERIY OF
DAM WDRNE JOHIZON-NA A°.CH(TECT
UNLESS 7HERWISE•FZGVUED FOR
W CONT °,ACT. THE CONTENTS OF
THIS DRAWING ARE CO"ENTIAL
AND SHALL NOT EE TRWilITTED
TO-ANY -0'HER PART1 EXCEPT,
AS
PUREED 'i0 BY THE AF HCVECT.
8" C.M.U. WALL
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DETAIL
3" CL
WIDTH
M
n
EXTERIOR WALL FOOTING
SECTION
30" LAP
2 # 5 CONT.
OR AS SHOWN ON PLAN AND SCHEDULE
GRADE, DECK OR SLAB ON GRADE
PAVING. SEE ARC ISEE PLAN
—�
PER SCHEDULE
(8" MIN.)
TYPICAL TURNED DOWN SLAB
9 3/4" = 1' -Y
SEE DTL 19/S -201
2 # 5 CONT:
FINISHED GRADE
SEE ARCH. DRWGS
-:-
WALL FOOTING
PER PLAN --w-
AND SCHD
8" X 8" CAP
W/2 #5
# 5 ® 24" 0/C MAX.
UNDER OPENING
SLAB -ON -GRADE
SEE FND. PLAN
0' -0"
—x x x
C INT REINF ® 8" o/c
FINISH FLOOR
95 % COMPACTION
w
o
3" CI-R.
WIDTH
WALL SECTION AT WINDOW OPENING
3/4" = 1' -0"
of
ui
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Q
0
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SPREAD FOOTING SCHEDULE
WALL REINF. IF
ANY RE: PLANS
SLAB -ON -GRADE
SEE FND. PLAN
X x
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Woe 0 0
a o n° a r
° 6
n�
SEE WALL FOOTING -
SCHEDULE FOR REINF.
DETAIL
8" C.M.U. WALL
FOOTING
SCHEDULE
MARK
SIZE
REINF.
REMARKS
F3
3'- 0 "x3' -0 "x12"
4 #5
EACH
WAY
BOTT.
F4
........... _..- .......................... ...............................
F5
4'- 0 "x4' -0 "x12"
............... -- ..........................
5'- 0 "x5' -0 "x12"
4 #5
.......................
5 #5
EACH
........ .... _.........................
EACH
WAY
WAY
BOTT.
-_--_ ..... -.
BOTT.
....... ..... ........ _ ....................................................... .....................................
175A
F6
5'- 0 "x5' -0 "x12"
6'- 0 "x6' -0 "x12"
4 #4
5 #5
6 #5
EACH
EACH
EACH
WAY
WAY
WAY
TOP
BOTT.
BOTT.
-F4.5
F5.5
4'- 6 "x4' -6 "x12"
5'- 6 "x5' -6 "x12"
.4 #5
5 #5
EACH
EACH
WAY
WAY
BOTT.
BOTT.
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SEE FND. PLAN
0' -0"
—x x x
C INT REINF ® 8" o/c
FINISH FLOOR
95 % COMPACTION
w
o
3" CI-R.
WIDTH
WALL SECTION AT WINDOW OPENING
3/4" = 1' -0"
of
ui
w
Q
0
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SPREAD FOOTING SCHEDULE
WALL REINF. IF
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SLAB -ON -GRADE
SEE FND. PLAN
X x
u c 'c2 Jr a o a >� y c fo c
Woe 0 0
a o n° a r
° 6
n�
SEE WALL FOOTING -
SCHEDULE FOR REINF.
DETAIL
8" C.M.U. WALL
WITH HORIZONTAL
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GENERAL NOTES
ISOLATION JOINT
SLAB -ON -GRADE
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SEE FND. PLAN
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X
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SEE ARCH. OR PLAN
FOR STEP
a �CC�P O`O O•Y>"OO
a °
30" LAP
-2 # 5
95 % COMPACTION
9 JOINT REINF ® 8" o/c
ELOW FINISH FLOOR
WALL FOOTING
PER PLAN--m.-
AND SCHD
3" CLR. c..)
WIDTH
N SECTION AT DOOR OPENING
3/4" = 1'-
8"
r 4" LAP
I =Ia "�1L�I�I�L
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TYPICAL 9 GAUGE DURO -WALL
HORIZ. JOINT REINFORCEMENT
® 16" C/C
TYP. CORNER REINFORCING DETAIL
3/4" = 1'-
SEE ARCH.
FOR FINISH 1" SLOPE
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2#5 CONT
... ...........
...........I _._..:.:....:.I i:..._......4i,. ... ........i; .......:..
VAPOR BARRIER
PROVIDE TIES ® HALF SEE COLUMN SCHEDULE FOR
SPACING ALONG SPLICE SIZE, REINF., TIES AND SPLICE
LENGTH
0
Q SEE FOOTING SCHEDULE FOR
m
SIZE AND REINFORCING
0
o �� ":m\ x x
w• • • •
CLEAR
EQUAL EQUAL
TYPICAL EXTERIOR FOOTING
3 3/4" = 1' -0"
r
CORNER BARS LAP
48" BAR DIA. (2' -6 ") TO MAT(
LONGITUDINAL REINF. SIZE
2
4E
Mi
TYPICAL FOOTINGS INTERSECTIONS
EL -0' -7"
L.P.
3/4 " =1
CENTERLINE OF
COLUMN & FOOTING
I I
I I I
I I
SLAB -ON GRADE
I PER FND. PLAN
I I
Y
x x
z� I t l
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e I • rr in N
o- SEE SCHEDULE
EQUAL EQUAL FOR REINF.
M SEE SCHEDULE
4 TYPICAL INTERIOR COLUMN FOOTING
3/4" = 1' -0"
SEE ARCH. FOR DEPRESSION
i /7 .
#3 TYPICAL � � #3 AT ;Z) I
CORNERS
SLAB ON GRADE PLAN VIEW
AS PLAN
W.W.F. 2# 5 z
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X X � a
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o `c7t v c =
o
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x
n SLAB ON GRADE DEPRESSION / STEP
30"
6" LAP
ICE 0 00 l I
O
PREFAB CORNERS ® 16" C/C
LAP 6" MIN. WITH TYPICAL
HORIZ. JOINT REINFORCING
TYPICAL 9 GAUGE DURO -WALL
HORIZ. JOINT REINFORCEMENT
® 16" C/C
e
TYP. CORNER REINFORCING DETAIL
3/4" = 1' -0
5" CONC. SLAB W/
6x6 - 10/10 W.W.M.
WALL FOOTING
PER PLAN AND
SCHEDULE
SECTION AT GARAGE DOOR
0
M
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EL
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PREFAB "TEE" ® 16" C/C
LAP 6" MIN. WITH TYPICAL
co HORIZ. JOINT REINFORCING
0
TYPICAL 9 GAUGE DURO -WALL
O HORIZ. JOINT REINFORCEMENT
® 16" C/C
TYP. INTERSECTION REINFORCING DETAIL
3/4" = 1' -0
ad
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EL, E. HERNANDEZ
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THIS DRAWING IS i'HE PROP�ERIY OF
DAM WDRNE JOHIZON-NA A°.CH(TECT
UNLESS 7HERWISE•FZGVUED FOR
W CONT °,ACT. THE CONTENTS OF
THIS DRAWING ARE CO"ENTIAL
AND SHALL NOT EE TRWilITTED
TO-ANY -0'HER PART1 EXCEPT,
AS
PUREED 'i0 BY THE AF HCVECT.
0
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REVISION
DATE
DATE
5 -16 -05
SHEET N0.
S -5