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O W G.'f N0. 2453 SHEET 56 of ' 8 0
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STAIR STRINGER �� � L4X3X1/4 W/2-3/4"OA.B.
—�"
FOOTING DOWELS SHALL MATCH'
WALL REINFORCING IN GRADE, SIZE HORIZ UP
AND NUMBER - SPLICE
6t OR 1 -5' MIN
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ag Ix1f�
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SEE ARCH. ;� �� AND 2-3/4"OM.B.
REINFORCING SHALL MATCH!LIQUID
DEPRESSION t
JOINT TOOL EDGES
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� g ��x
11
LONGITUDINAL FOOTING BARS =
SEALANT��W��e$ll
DRY PACK �� �
IN SIZE AND NUMBER
OPTIONAL
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� -
2 d MIN p
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�s w. s. �,• �.• s»
� I1-11 T I -I I
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• • •
PROVIDE 90' HOOK WHERE
=L1 -1I
111=1I �
FIN GRADE OR t EXCEEDS Y
SIM 2 CONT. KEY
� e � '' 1:6 MAX
PAVING -SEE
PLANS
KEYED JOINT w� BOND BREAKER
SLOPE
d rig
I�• 2-#4 CONT
c
2-#5
�' MIN BAR
'
o
CONT.
COVER = �
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'>
Of
EXTEND THICKENED SLAB
_ i i� i i� i� � tc
�
� ° is
FOR STAIR WIDTH PLUS
1'-6" ON EACH SIDE.
3'-d' MIN.
-lip
b � 1 e i ', -' -
SAWED � � 1A
HORIZ UP f WHERE SHOWN ON PUN
SPLICE INDICATES THE POINT OF
►-�
�NdnH z-
STEPPED FOOTING
8" MIN
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I- I IlT =III-�1111� 1
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E %r'.
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oe
WEAKENED PLANE JOINT
LIQUID SEALANT 3/Er
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STAIR STRINGER TO SLAB ON GRADE
9
STEPPED FOOTING
6
DEPRESSED SLAB AND SLAB EDGE
3
IST POUR 2ND POUR
WALL/COLMIN.
10'-d' MIN
1
� DEPTH /LIQUID CONT.U� HERE
HORIZ LAP .
� �
FOOTING 7 /y HIGH CONT. KEYS AT 15'
GROUND LINE
r- JOINT SEALANT
�
TYP SLAB ON GRADE REINFORCING
PREMDED FELT
OUL_
*
5" MIN
#4 NOSING BAR TYP
BACKFlLL
PER SPECS
BOND BREAKING
TAPE BOTT ONLY
2 ?BENCH
FTG'CAIN `` � ��v
1/8r SAWED JT. �I0 Vis_
FIN GRADE OR
SLAB -SEE
'bo
`�
DETAIL 1A EXTERIOR SLA
_
PLAN #4 BAR AT
BOTTOM OF TRENCH '�� �
ISOLATION JOINT
BOTT EA
RISER
EXCAVATION SHALL NOT ` 2XZ
��
b Z `-- #4 AT 18"
CUSS C LAP SPLICE SEE DETAIL
EXTEND BELOW THIS LINE
`rX
�\
2-�'4 CONT
�`
SECTION
COMPACTED FlLL 907. DENSIT`f �� O
a
TYP. REINF AT CHEEK WALt
' MIN ' HORIZ UP
NOTE: WELDED SPLICES REQ'D FOR X14 & URGER BARS.
NOTES:
1. FOR LOCATION OF CONTROL JOINTS -SEE PLAN WHERE NOT SHOWN, SPACING OF
BLDG WALL (GONG OR MASONRY)
OR CHEEK WALL
Y;
WHERE CONT. FOOTING IS UNDER A WALL, LOCATE
1/4
NOTE: THE CONTRACTOR SHALL BE
RESPONSIBLE FOR SHORING, SHEATHING
JOINTS SHALL NOT EXCEED 28 Ff. IN EITHER DIRECTION AND THE ASPECT
x5jWL
CHEEK WAIL
CONSTRUCTION JOINT AT OF THE CLEAR OPENING
WIDTH ABOVE FROM FACE OF OPENING, OR IN
OR OTHERWISE MAINTAINING THE SIDES OF
RATIO (LONGER SIDE TO SHORTER SIDE) SHALL NOT EXCEED 2:1
NOTE: WHERE
THE EXCAVATION FROM CAVE-INS UNTIL
2. KEYED JOINTS MUST BE USED AT END OF THE DAYS WORK AND' ALSO AT
� � �y
IS R QUIRED, PROVIDE 8"
MIDDLE �/a OF THE DISTANCE BETWEEN COLUMNS.
ALL BACKFILL IS COMPLETED PER SPECIFICATIONS0
EVERY 150 Ff. OF WORK.
THK CONC WALL WITH BOTT BAR
#4 AT 10" E.W. AT
.
0
NJ P
CONCRETE STAIR ON GRADE
10.
CONT. FOOTING CONSTRUCTION JOINT
7
EXCAVATION PARALLEL TO FTG.
4
TYP. EXT. SLAB CONTROL JOINTS
1
�
r te_
TYPICAL REINF. BURKE 'KEY KOLDr (OR APPROVED EQUAL)
v
NO PIPES SHALL
O PASS THRU THE
OR WOOD CONSTRUCTION JOINT
� DEPTH WAY
�
� W/ 3/47X1/3 CONT. KEY
N FOOTING PAD
a v
W000 POST/GONG FTG � WOOD POST/GONG FTG
e�P; POUR JOINT ,
,o,
~
5 FOOTING SHALL BE
gr fro go
' WOOD ppm � W000 POST
SLAB ON GRADE I SLAB ON GRADE ( ✓-
STEPPED SO THAT THIS
O DIM. DOES NOT EXCEED5TEEL
KEY
�
SEE PLANS FOR 'SIMPSON' CB SEE PLANS FOR 'SIMPSON' CB
REINF
}
�- FINISH GRADE
Z A
� b, 3'-0" IN ANY CASE
LOCATE PIPE TRENCHES
PROVIDE METAL SLEEVE WITH SO THAT FOOTINGS
I.D. 2 GREATER THAN THE WILL NOT BE UNDERM-
�_REINF
SAWCUT CONTROL JOINT • x 1 5' AT tg'
Vo
& FILL W/ SEALANT SMOOTH BARS. APPLY
►- BOND BREAKER TO ONE
�
0
O.D. OF THE PIPE. NO EXCAVATION INED.
� SI�
_
b
i L
� 4-#5M� �
w/2-#3 TIES
BELOW THIS LINE
_ - - BACKFILL AS PER
SEE SPECS.
�
iii
411-, ;�T
�
U.O.N. CONT KEY
=
Q
.SAWING MUST OCCUR AS SOON AS CONCRETE SURFACE IS
SEE PLANS FOR FTG
FIRM ENOUGH SO CONCRETE WILL NOT BE DAMAGED, BUT BQ
POURED.
SIZE AND REINF
1�.
LATER THAN 12 HOURS AFTER CONCRETE HAS BEEN
g
— —1� 2 �
DPTIONAL-SAWED- CONTROL JOINT
SEE LANS FOR FTG
= —=
• (NOT TO BE USED FOR SLABS OVER 6" CHICK)
INTERIOR CONDITION SIZE AND REINF
�;:.►,�
�
by
NOTES:
� y
EXTERIOR CONDITION
PUCE CONC. FILL AROUND SLEEVES BEFORE
1. FOR LOCATION OF CONTROL JOINTS; --SEE PUN WHERE NOT SHOWN, SPACING
POURING FOOTING PADS. FILL SHAM BE SAME
OF JOINTS SHALL NOT EXCEED 28 FT. IN EITHER DIRECTION AND THE ASPECT
N»
WIDTH AS FTG. AND FULL WIDTH OF PIPE TRENCH.
RATIO (LONGER SIDE TO SHORTER SIDE) SHALL NOT EXCEED 2:1.
JA low 60
2. KEYED JOINTS MUST BE USED AT END OF THE DAYS WORK AND ALSO AT
.
EVERY 150 FT. OF WORK.
a,,,c
Pvt- ism*
WOOD POST BASE CONNECTIONS
8
PIPE TRENCHES
5
TYP. INTERIOR, S.O.G. CONTROL JOINTS
2
O W G.'f N0. 2453 SHEET 56 of ' 8 0
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