HomeMy WebLinkAbout05050050.18SUMP PIT, COORD SIZE
AND DEPTH w/ ELEVATOR
9 4, SUPPLIER
iI ELEVATOR WALL
ELEVATOR SLAB
ISOMETRIC OF SUMP PIT COORD SUMP PIT, COORD SIZE
ELEVATOR WALL AND DEPTH w/ ELEVATOR
SUPPLIER
AT /SLAB
+(SEE PLAN)
c
0
ELEVATOR SLAB 0
a
•�"
REINF TO MATCH PIT
SLAB REINF SECTION A —A
TYPICAL ELEVATOR SUMP PIT 15
SCALE: 1h" = 1' -0"
T SLAB
+(SEE PLAN)
AA /IAMT
SLAB
T /SLAB
+(SEE PLAN)
SLAB ON GRADE CURB DETAIL
SCALE: N" = 1' -0"
T SLAB
+(SEE PLAN)
NOTE:
CONTRACTOR TO COORD
w/ MECH FOR BASIN BALLUST
DURING BACKFILL OPERATION
T
0
.
#4 0 12" OC EA WAY
1' -0" SUMP PIT DIAMETER 1' -0"
SUMP PIT SECTION
SCALE: Y4" = 1' -0"
CONC WALL (CW)
2' -0"
#5 x ® 12" OC-
CV
WALL FTG (WF)
Alp/FTG & T /PILASTER
+(SEE PLAN)
WALL FTG REINF —
SEE SCHED
PILASTER w/
(4) #6 VERTICAL
& #3 TIES 0 12" OC
NOTE:
ALL BENT BARS SAME _
SIZE AND SPACING AS •
HORIZONTAL STEEL
CORNER DETAIL
40 D
d
° e
°
0
NOTE:
ALL BENT BARS SAME
SIZE AND SPACING AS
HORIZONTAL STEEL
o.
INTERSECTION
'.t. •4 • °
a ".
e.
C1
' o
NOTE: NOTE:
ALL BENT BARS SAME f ALL BENT BARS SAME -
SIZE AND SPACING AS ° SIZE AND SPACING AS
HORIZONTAL STEEL HORIZONTAL STEEL
CORNER DETAIL INTERSECTION
TYPICAL REINFORCED WALL DETAILS
SCALE: NTS
LENGTH
L/2 L/2
HORIZ TIES • °� Cv
a �
° 3
• N
VERT REINFORCING • 3
2" CLR (TYP)
TYPICAL PIER PLAN
SCALE: V4" = 1' -0"
COLUMN
ANCHOR RODS
WITHIN TIES /
CV
7/S402
U _
O
(n
LU
T-
U i U
9/S402
T
% (SEE PLAN)
. —CONC PIER
PIER VERTICAL REINF
SEE SCHEDULE
CONC FTG
a d,
a TF
• a +(SEE PLAN)
9
d.
y °..
.
SEE PLAN TYPICAL PIER ELEVATION
CONC WALL (CW)
T SLAB
(4) #6 x N —(SEE PLAN)
I•
T G •I
—(SEE PLAN)
CONC WALL FTG (WF)
. • . . • . • •
TYPICAL WHERE HIGHER FOOTING INTERSECTS AT WALL WITH LOWER FTG.
TYP PILASTER FOR FTG ABOVE
SCALE: -Y4"
2' -0-
-\ 2' -0•
MATCH FOOTING REINF IN
SIZE AND NUMBER REQ'D
FOOTING REINF
TA
x
—(SEE PLAN
TYPICAL FOOTING STEP
SCALE: Y4" = 1' -0"
SCALE: NTS
ANCHOR
ROD
HOLE
DIAMETER
`'Y4 "0
1 memo
7A0
l ie0
1 "0
11F2
1191
10
1 Y4 "0
1'-Y4 "0
11fi "0
2 "0
20
2Yz0
t7
SEE
SCHEDULE
O
LLI
LJ
W
N w
C.
O 1 O
PLAN
BASEPLATE - COLUMN
SEE SCHEDULE
Y4" LEVELING
PLATE
V4" NON- SHRINK,
NON- METALLIC GROUT
T /SLAB, PIER �
r i WALL OR FTG
V�ANCHOR RODS
TYPICAL COLUMN BASE DETAIL �'
ANCHOR
ROD
EDGE
DISTANCE
�4 "0
i W
7/(9 0
1 0
2"
11� 0
2Y4
1 Y4 "0
21hm
1 YY "0
3"
20
4
SCALE: 3/4" = 1' -0"
T /SLAB, PIER
WALL OR FTG
L co� l� a it
b
I
cp
w
o a 3" 3"
�PL N x4x4 " "
W Pl_ �4 x4x4 \-PL �4 x4x4
0 o w/ NUT w/ NUT w/ NUT
00 CO ih-0 V4 "0 or 7/x°0 1 "0 1 % "0 or 1 Y4 "0 11,1 "0 or 2 "0
ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD ANCHOR ROD
NOTES:
1. SEE SCHEDULE OR SECTIONS FOR REQUIRED
ANCHOR ROD SIZE AND SPACING.
2. PROVIDE NUTS AND WASHERS FOR ALL
ANCHOR RODS.
TYPICAL ANCHOR ROD DETAILS ric
SCALE: -Y4" = 1' -0"
O
SLAB CONTROL JOINT
TYPICAL AT ALL
COLUMN LINES
POUR SLAB, LEAVING OUT
AREA AROUND COLUMN INFILL
WITH CONCRETE AFTER SLAB
HAS CURED
1,�" EXPANSION JOINT MATERIAL
COLUMN ISOLATION JOINT
SCALE: NTS
FORMED KEY
VAPOR RETARDER
CONCRETE SLAB D
i D .
COMPACTED GRANULAR FILL
COMPACTED SUB —GRADE
TYPICAL SLAB CONSTRUCTION JOINT
SCALE: NTS
VAPOR RETARDER
CONCRETE SLAB
COMPACTED SUB —GRADE
A"A" DEEP SAWN CONTROL JOINT
ALL JOINTS SHALL BE SAWN WITHIN
-- )F SLAB POUR
COMPACTED GRANULAR FILL
TYPICAL SLAB CONTROL JOINT
SCALE: NTS
FOAM BACKER ROD
AND SEALANT
ALL HORIZONTAL REINF" c-5'
IS CONT THRU JOINT
as ° d
d 'L b
a. .
6" SPLIT PVC
WATERSTOP 40 BAR DIA LAP
TYPICAL CONCRETE WALL CONSTRUCTION JOINT
SCALE: -Y4" = 1' -0"
L5x3xY4 (LLV)
W/ 1xi"0 x 4" HD
Y4 2®12 STUDS I� 2' -0"
if
e.
..-
SILL ANGLE — L64XIol
T
+(SEE PLAN) • •
CONC WALL (CW)
DOWELS TO MATCH WALL REINF
24"
#5 x N 0 12"
CONC SLAB
T /SLAB
r +(SEE PLAN)
�V_/OVLI�VLJOCI
GRANULAR FILL
6
I
4" PVC WATERSTOP
#5 ® 12" EW, T&B
HYDRAULIC 9"
SHAFT OPNG
ii
SECTION ELEVATOR PIT
SCALE: �4" = 1' -0"
CONC SLAB
T /SLAB
CMU WALL (MW8) w/ +'- +(SEE PLAN)
#5 0 24" OC FOR '
ENTIRE ELEVATOR �� 8
/_90711 7 o�og SHAFT O�O�O�
+(SEE PLAN) • •
DOWELS TO MATCH WALL
GRANULAR FILL
REINF
0
I
CONC WALL (CW) • •
NOTE:
SEE SECTION 5/S402 FOR
BALANCE OF INFORMATION • . •
SECTION (g1 ELEVATOR PIT
SCALE: N" = 1' -0"
T/ELEV PIT SLAB
+(SEE PLAN)
S40
PEDCOR DESIGN GROUP
Architecture / Project Managment:
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer: C. Rodney McComas
Y McC
ST fRE'.••i�
No. !Z_ nh/N7Ar _
MoCOMAS
SfRI1CTU,W 6I TOAfja f34mm NATIONAL CMALTZ
M7 Ead lift savor. sae. 2DO camd, Ioala - 461M
317 -ND -0402 ... maana.p com 317- 5e¢• -OM F=
Developer:
P E D C 0 R
DEVELOPMENT CO.
Project:
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Issue Date Drawn By Checked By
02/28/05 nJh JRtI
Revisions:
MEI Project Number:
24187
Sheet Title:
Sections And
Details
Sheet Number:
S I