HomeMy WebLinkAbout2495-48STAIR STRINGER �� L4X3X1 /4 W/2-3/4"oA.B.
SEE ARCH. AND 2-3/4"O M.B.
DRY PACK
OPTIONAL
20 • • • • •
I'
1,_61f 2—#5
CONT.
EXTEND THICKENED SLAB
FOR STAIR WIDTH PLUS
1'-6" ON EACH SIDE.
FOOTING DOWELS SHALL MATCH
WALL REINFORCING IN GRADE, SIZE HORIZ LAP'
AND NUMBER SPLICE
REINFORCING SHALL MATCH
LONGITUDINAL FOOTING BARS Z
IN SIZE AND NUMBER
N
2 d MIN
D
° IL
S.16
7AA>00 1: 6 MAX
SLOPE
d n °
D 3" MIN BAR =
COVER
LII I 1=1 I I Ill1F-1-P-1i-
I
MIN.
HORIZ LAP -s WHERE SHOWN ON PLAN
SPLICE INDICATES THE POINT OF
STEPPED FOOTING
STAIR STRINGER TO SLAB ON GRADE 191 STEPPED FOOTING
HORIZ LAP
TYP SLAB ON GRADE REINFORCING
4 NOSING BAR TYP 5" MIN
FIN GRADE OR
SLAB—SEE
PLAN #4 BAR AT
BOTT EA
RISER
�o z #4 AT 18"
w
V_ 2—#4 CONT
lo" TYP. REINF AT CHEEK WALL
MIN HORIZ LAP
BLDG WALL (CONC OR MASONRY)
OR CHEEK WALL
Y4 x5 KEY
NOTE: WHERE CHEEK WALL
IS REQUIRED, PROVIDE 8" #4 DWL
THK CONC WALL WITH BOTT BAR
#4 AT 10" E.W. AT t
CONCRETE STAIR ON GRADE
WOOD POST/GONG FTG
�
SLAB ON GRADE WOOD POST
SEE PLANS FOR 'SIMPSON' CB
REINF l
i
Of
i iI I I LNIlilt
I
SEE PLANS FOR FTG
SIZE AND REINF
INTERIOR CONDITION
WOOD POST BASE CONNECTIONS
CLASS C LAF ar LivL_ aLL vc i MIL
SECTION
1ST POUR
2ND POUR
1 1 Of 1 11/11 11 r%^LIT 1/r -%/C- AT 4 Cff
NOTE: WELDED SPLICES REQ'D FOR #14 & LARGER BARS.
WHERE CONT. FOOTING IS UNDER A WALL, LOCATE
CONSTRUCTION JOINT AT 1/4 OF THE CLEAR OPENING
WIDTH ABOVE FROM FACE OF OPENING, OR IN
MIDDLE 1/3 OF THE DISTANCE BETWEEN COLUMNS.
* 6t OR k 1'4" MIN
FIN GRADE OR
PAVING—SEE
PLANS
t ,
F RVV IvU- %7vnvv� WHERE
t EXCEEDS 2"
2—#4 CONT
8" MIN
4
61 DEPRESSED SLAB AND SLAB EDGE
10'-0" MIN
GROUND LINE
w
IJAL K F ILL
CY' PER SPECS
1,-6f
2 TRENCH
FTG 1 EXCAV
Lo -f -BOTTOM OF TRENCH
EXCAVATION SHALL NOT `, 2
EXTEND BELOW THIS LINE
COMPACTED FILL 90% DENSITY
NOTE: THE CONTRACTOR SHALL BE
RESPONSIBLE FOR SHORING, SHEATHING
OR OTHERWISE MAINTAINING THE SIDES OF
THE EXCAVATION FROM CAVE-INS UNTIL
ALL BACKFILL IS COMPLETED PER SPECIFICATIONS
10 I rnK1TF=nnT1N("%-j (",!C)K].qTRH(*%.T10N JCJINT 1 7 I PXCAVATION PARAILEL TC P -4 -ria
NO PIPES SHALL
z Q PASS THRU THE
2 FOOTING PAD
N
POUR JOINT
FOOTING SHALL BE
STEPPED SO THAT THIS
DIM. DOES NOT EXCEED
a4 3'-0" IN ANY CASE
["LOCATE PIPE TRENCHES
DDOWIM7 KACTAI cl 1717\/C7 WITW "^ "T FOOTINGS
BE UNDERM—
BACKFILL AS PER
SPECS.
SLAB ON GRADE
SEE PLANS FOR
REINF
VII IF10-11il I I
4-#5(V)
w/2-#3 TIES
U.O.N. []
. WOOD POST/CONC FTG
r-- WOOD POST
'SIMPSON' CB
FINISH GRADE
N z
CONT KEY
U
$,f
SEE OLANS FOR FTG
SIZE AND REINF
EXTERIOR CONDITION
�— PLACE CONC. FILL AROUND SLEEVES BEFORE
POURING FOOTING PADS. FILL SHALL BE SAME
WIDTH AS FTG. AND FULL WIDTH OF PIPE TRENCH.
3 I uouio sE,aLA
LIQUID JOINT
,SEALANT
,08� , o0 •
Ni11 I-1 - I I I - 1 I
SIM 2 CONT. KEY
— KEYED JOINT W/ BOND BREAKER
TOOL EDGES
SAWED GROOVE 1A
& JT. SEALANT
os 8 bZ'A"f08 8 808 O 0 O bbCBA'L
---III—III---III-�`, —III—T
11�-111NI11-11 0-11Tf II
WEAKENED PLANE JOINT
3/87
1
Or bi
J �Y
/WALL/COL MIN. 12 CONT. WHERE
M DEPTH LIQUID
rte— OCCURS
JOINT SEALANT
PREMOULDED FELT
BOND BREAKING
TAPE BOTT ONLYA 8
1/8" SAWED JT. �aa ^. 69.90a^8 �y
L1=1�=ll1 11= (Mill, no�1
DETAILrlAEXTERIOR SLA j�
ISOLATION JOINT � r_j
>= 0
NOT; SFOR LOCATION OF CONTROL JOINTS—SEE PLAN WHERE NOT SHOWN, SPACING OF � O v a
JOINTS SHALL NOT EXCEED 28 FT. IN EITHER DIRECTION AND THE ASPECT � � Q
RATIO (LONGER SIDE TO SHORTER SIDE) SHALL NOT EXCEED 2:1.
2. KEYED JOINTS MUST BE USED AT END OF THE DAYS WORK AND ALSO AT
EVERY 150 FT. OF WORK. � a
00
0
� P ILS
4 I TYP. EXT. SLAB CONTROL JOINTS I 1
2. KEYED JOINTS MUST BE USED AT END OF THE DAYS WORK AND ALSO AT Job Number
EVERY 150 FT. OF WORK. sheet
r
D
8 PIPE TRENCHES 5 TYP. INTERIOR S.O.G. CONTROL JOINTS 2. -
DWG. NO. 2495, SHEET. 48 of -69
AS BUILT 10/19/98 -y
TYPICAL REINF. BURKE "KEY KOLD" (OR APPROVED EQUAL)
�
N OR WOOD CONSTRUCTION JOINT
�j
W/ 3/4" X 1 /3 DEPTH CONT. KEY WAY
CL
I I,,I
1f 1f 1f f1
O�
9 6 6 9
0
o
STEEL KEY
�/2
SAWCUT CONTROL JOINT x 1'-6" AT 15'
L-
& FILL W/ SEALANT SMOOTH BARS. APPLY
z BOND BREAKER TO ONE
.S3
SIDE
--�
1 1 11 1 I 1 Ir-tl 1
/r1
to
II -11F --"F11 1 1
* SAWING MUST OCCUR AS SOON AS CONCRETE SURFACE IS
FIRM ENOUGH SO CONCRETE WILL NOT BE DAMAGED, BUT
LATER THAN 12 HOURS AFTER CONCRETE HAS BEEN POURED.
OPTIONAL SAWED CONTROL JOINT
* (NOT TO BE USED FOR SLABS OVER 6" THICK)
Drawn by
Print Dotes
NOTES:
10/23198
Checked by
-
1. FOR LOCATION OF CONTROL JOINTS—SEE PLAN WHERE NOT SHOWN, SPACING
OF JOINTS SHALL NOT EXCEED 28 FT. IN EITHER DIRECTION AND THE ASPECT
Date
RATIO (LONGER SIDE TO SHORTER SIDE) SHALL NOT EXCEED 2:1.
2. KEYED JOINTS MUST BE USED AT END OF THE DAYS WORK AND ALSO AT Job Number
EVERY 150 FT. OF WORK. sheet
r
D
8 PIPE TRENCHES 5 TYP. INTERIOR S.O.G. CONTROL JOINTS 2. -
DWG. NO. 2495, SHEET. 48 of -69
AS BUILT 10/19/98 -y