HomeMy WebLinkAboutS-07180724-D TYP.
0 0
CORNER 13AR
° ALLOWED- IN UEU
$ENT LONGIT
ALTERNATE
f5ENDS
'I
M EQUAL
1'- 9 MAX.
R / C WALL INTERSECTIONS a ENDS
VA
EQUAL.
• • is - � • ° o ,
1�8 °
,.. \
•, r
d
BEAM 8r SLAB KEY VAR WATER STOP VA
CONST. JOINTS vA VERTICAL CONST. JOINTS IN WALLS
1 PREMOULDE
JOINT FILLER VA
TYPICAL EXPANS -ION JOINTS
PEDESTAL SHALL BE bF
TY PE SHAPE RECOM MEN OED •
BY EQUIP. MFR 4 APPROVED
THIS AREA TO BE PAY ENGINEER
TREATED WITH tlt4 FIZ" M X•E.W.
RUG ASOL 'C' MIN. [
-o' o
TREAT AREA BETWEEN
RE-STL W /RUCK ASOL 'C'
10" OR STD HOOK
AT 5TM OF SLAB
HORIZ. CONST. JOINT vAR -EQUIPMENT SUPPORT VQ
40 MAX.
ALT METHOD TO W PJ O SL B END
CUT W SAW __\ I , I
GREASE SCREEN SIDE IgI?EMPERED HARD80AR0
PER FED. SPECS. L LL- H - 35
- WEAKENED PLANE JOINT VAR
is
24 D 24 D
ALTERNATE �� PHANTOM ALTERNATE
SENDS x MAY 5E EE U5ED IF FOOTINGS
-M. WALL 15 CAST MONOLIT IC
.e
°
•
:e
— ,l W 17 H FOOT 1 N �-, .
1 Q
i,_- IV-
a
CUT TO STEEPEST 5LOPIE—__/
SOIL WILL STAND
STEPPED FOOTING VA
20 D W
IN. EXTRA BARS EQUIV. TO GARS
•CUT Al, O ENING.
i-0
YP
p AA
At 4p
NOTE. RE /NFORCEMENr IN OTHER DIRECT /ON NOT
SHOWN, BlJi SHALL BE TREATED IN SAME
Mq/VNER AS a4R5 SHOWN.
R/C SLAB OPENING VA
SEE PLAN EMBED METAL WHERE a
READ ON PLAN. f..
3D MIN. ?
VARY TO ELEV. , ' • O
ON PLAN ° Ord
' GRAVEL AS REQ' D -- _ -
ON PLAN
SAME AS FLOOR SLAB
SLAB DEP- RESSION -- vAR
TH15 PROJECT CONST. •• FUTURE CONST.
R 5AR REQD IN THIS °
PROJECT (SEE PLANS) �: HEX NUT ROD COUPLING
CAPA5LE OF DEVELOPING
FULL STRENGTH OF
C THREADED DOWELS
`cu 50 D M IN. o
o.
Irllllli�r�1�
EQUAL
DOWELS, FOR
FUTURE CONST. vAR
vi
PAINT BOLT #. WASHER
TO MATCH ADJ. CONC.
STEEL WASHER
NON- 5TRUCTURAL WALL
5EE ARCH. t MECH. DWG. FOR LOC.
— 4 4-
6" 6"
NON - STRUCTURAL
PARTITION FOOTING VA
PIPE —,
LAP WELDED
R /BAR SPLICE
-,—FINI5MED FLOOR
ST R UC'TURA L
'CON C. °
Z_
= STRUCTURAL ` .
° -CONE. ,
TYPICAL FLOOR DRAIN vA
2 �► 5 UNLESS -
: OTHERWISE NOTED' _
TYP. '
71
EXTRA REINF. AROUND
SLAB 8k WALL OPENINGS vA
: Z
�C
ICI ' MAX.
VAR ? ? /32 MIN_ ALL AROUND
N
I I
1
-WALL OF - BUTT WELDED R / BA R SPLICE
STRUCTURE
- SIZED .JOINT SLEEVE
Y4 MIN.
-COAT EXPOSED SURFACE
YN /COAL TAR EPDXY
Zyk_4 -4 /1S WWI= FASTENED
RUBBER CASKET TO SLEEVE Al' PL ANT
CEMENT MORTAR)
PLACED IN FIELD —/
FLEXIBLE- JOINT
PIPE AT STRUCTURES
G cti H C4
OF WASH Q OF WAS,y F
o a W o
% t`GIS T E�klrlv F E`CIS T Ok41
SS�oNAL � - ss�ONA
r 6x6x3/8k.
.4 "MIN;
%44 EYE BOLT G A LV.
• - W
LIFTING EYE
r
VAR 104979
MUNICIPALITY OF METROPOLITAN SEATTLE
SEWAGE DISPOSAL PROJECT
TYPICAL CONCRETE DETAILS
DETAIL USED ON METROPOLITAN ENGINEERS
A VARIOUS DRAWINGS BROWN AND CALDWELL CANEY AND KRAMER
MILL AND INGMAN R.W.tECK AND ASSOCIATES
REGONN[ 4'
APPROVED otalawa. A.Cr -c
o.A.R
D-WG. ti rq - N.1.e/elilwr M
AS CONS 1 � • V CTE D r for M•t►eplrtu+ ERa1w•e.s •Povto , / `'tI
twat$[.
r DATE DEC. 241 1 963 // /// /�i ` DATE FILE wUYKR $MEET wUNKR DRAWIw{ wUY.ER
For momicip.i ty of wt.e►e11teR sett» I MAY 1961 G 2 D O 48 1 G G
IGA5 JOINT SEALER,
OR EQUAL
o 1 GAS JOINT 5EALE R
° ; ,
' I/2 PREMOULDED OR EQUAL, ON
' - -, EXPOSED 51DES
JOINT FILLER - = -
b'�PVC WATER STOP - 6" PVC WATER STOP
.0
COAT W/VVATE •.
GAS TAR
,
• 1" PREMOLDE D JOINT F I L LE R
VA
N
1 PREMOULDE
JOINT FILLER VA
TYPICAL EXPANS -ION JOINTS
PEDESTAL SHALL BE bF
TY PE SHAPE RECOM MEN OED •
BY EQUIP. MFR 4 APPROVED
THIS AREA TO BE PAY ENGINEER
TREATED WITH tlt4 FIZ" M X•E.W.
RUG ASOL 'C' MIN. [
-o' o
TREAT AREA BETWEEN
RE-STL W /RUCK ASOL 'C'
10" OR STD HOOK
AT 5TM OF SLAB
HORIZ. CONST. JOINT vAR -EQUIPMENT SUPPORT VQ
40 MAX.
ALT METHOD TO W PJ O SL B END
CUT W SAW __\ I , I
GREASE SCREEN SIDE IgI?EMPERED HARD80AR0
PER FED. SPECS. L LL- H - 35
- WEAKENED PLANE JOINT VAR
is
24 D 24 D
ALTERNATE �� PHANTOM ALTERNATE
SENDS x MAY 5E EE U5ED IF FOOTINGS
-M. WALL 15 CAST MONOLIT IC
.e
°
•
:e
— ,l W 17 H FOOT 1 N �-, .
1 Q
i,_- IV-
a
CUT TO STEEPEST 5LOPIE—__/
SOIL WILL STAND
STEPPED FOOTING VA
20 D W
IN. EXTRA BARS EQUIV. TO GARS
•CUT Al, O ENING.
i-0
YP
p AA
At 4p
NOTE. RE /NFORCEMENr IN OTHER DIRECT /ON NOT
SHOWN, BlJi SHALL BE TREATED IN SAME
Mq/VNER AS a4R5 SHOWN.
R/C SLAB OPENING VA
SEE PLAN EMBED METAL WHERE a
READ ON PLAN. f..
3D MIN. ?
VARY TO ELEV. , ' • O
ON PLAN ° Ord
' GRAVEL AS REQ' D -- _ -
ON PLAN
SAME AS FLOOR SLAB
SLAB DEP- RESSION -- vAR
TH15 PROJECT CONST. •• FUTURE CONST.
R 5AR REQD IN THIS °
PROJECT (SEE PLANS) �: HEX NUT ROD COUPLING
CAPA5LE OF DEVELOPING
FULL STRENGTH OF
C THREADED DOWELS
`cu 50 D M IN. o
o.
Irllllli�r�1�
EQUAL
DOWELS, FOR
FUTURE CONST. vAR
vi
PAINT BOLT #. WASHER
TO MATCH ADJ. CONC.
STEEL WASHER
NON- 5TRUCTURAL WALL
5EE ARCH. t MECH. DWG. FOR LOC.
— 4 4-
6" 6"
NON - STRUCTURAL
PARTITION FOOTING VA
PIPE —,
LAP WELDED
R /BAR SPLICE
-,—FINI5MED FLOOR
ST R UC'TURA L
'CON C. °
Z_
= STRUCTURAL ` .
° -CONE. ,
TYPICAL FLOOR DRAIN vA
2 �► 5 UNLESS -
: OTHERWISE NOTED' _
TYP. '
71
EXTRA REINF. AROUND
SLAB 8k WALL OPENINGS vA
: Z
�C
ICI ' MAX.
VAR ? ? /32 MIN_ ALL AROUND
N
I I
1
-WALL OF - BUTT WELDED R / BA R SPLICE
STRUCTURE
- SIZED .JOINT SLEEVE
Y4 MIN.
-COAT EXPOSED SURFACE
YN /COAL TAR EPDXY
Zyk_4 -4 /1S WWI= FASTENED
RUBBER CASKET TO SLEEVE Al' PL ANT
CEMENT MORTAR)
PLACED IN FIELD —/
FLEXIBLE- JOINT
PIPE AT STRUCTURES
G cti H C4
OF WASH Q OF WAS,y F
o a W o
% t`GIS T E�klrlv F E`CIS T Ok41
SS�oNAL � - ss�ONA
r 6x6x3/8k.
.4 "MIN;
%44 EYE BOLT G A LV.
• - W
LIFTING EYE
r
VAR 104979
MUNICIPALITY OF METROPOLITAN SEATTLE
SEWAGE DISPOSAL PROJECT
TYPICAL CONCRETE DETAILS
DETAIL USED ON METROPOLITAN ENGINEERS
A VARIOUS DRAWINGS BROWN AND CALDWELL CANEY AND KRAMER
MILL AND INGMAN R.W.tECK AND ASSOCIATES
REGONN[ 4'
APPROVED otalawa. A.Cr -c
o.A.R
D-WG. ti rq - N.1.e/elilwr M
AS CONS 1 � • V CTE D r for M•t►eplrtu+ ERa1w•e.s •Povto , / `'tI
twat$[.
r DATE DEC. 241 1 963 // /// /�i ` DATE FILE wUYKR $MEET wUNKR DRAWIw{ wUY.ER
For momicip.i ty of wt.e►e11teR sett» I MAY 1961 G 2 D O 48 1 G G