HomeMy WebLinkAbout05050050.21RAMP WALL - SEE ARCH
N
T/W
GRADE
T/W
• NOTE:
+(SEE PLAN)
+(SEE PLAN)
•�V
1,
PIER TO PIER
#3 0 16' OC, EPDXY
I
�
--- - - - - --
EMBED 4" MIN 0 30'
#3 0 16' OC, EPDXY
U• '
ANGLE
CONC WALL (CW), SEE
i •
T/W & HC BRG
EMBED 4" MIN
NOTE:
SCHEDULE FOR TYP
I •
NOTE:
•
I
SEE ARCH FOR STAIR OR
R
#3 x �® 12' OC
EPDXY EMBED 4"
SEE ARCH FOR STAIR OR
- w/ EMBED
`.,
• CONC WASH
CONC WALL (CW8)
RAMP WALL DIMENSIONS
RAMP WALL DIMENSIONS
'
I
CONN EACH END SEE
ABOVE
HC SLAB MFR TO PROVIDE 6' WIDE
AND SLAB ELEVATIONS
i•
SCHED SHT S401
' ;: ;°
T RAMP SLAB
• U __ _____________
I
I
HC BRG ----
- - - --_ - - - --
+(SEE ARCH) —,
i
o
CONC SLAB
CONC SLAB
I •
I
°
DOVETAIL SLOTS 0
\T/RAMP SLAB
I • •
o
2' -0" OC
�I
+(SEE ARCH)
• #4 TIES 0 12" OC AT 8" 4'
z
�T /LEDGE
i
1
DOVETAIL SLOTS 0
+(SEE PLAN)
I
• •
w
4"
8"
0
WELL
(BEYOND)
#3 TIES 0 12" OC
T LEDGE
CONC WALL (CW)--,,.,,
x
(4) #5 CONT
+(SEE PLAN)
4" 1' -4'
VENEER - SEE ARCH PORCH
L11ix1X�x�16 CONT w/ VOW HS
® 2 6= h00 A36 ROD w/ HILTI HIT
2' P -p-O " RETURN WALL OC (GALV) HY20 EPDXY 0 6' -0" OC
14x ®2' -0" OC
AND GRATING CLR PLUG CORE 12' AND GROUT
4" SOLID CMU SOLID AT ANCHOR ROD
T/W
+(SEE PLAN)
°O •
GRATING SPAN _ _______
_II '
I_sw ------ T/W T/W & HC BRG
6" 6" +(SEE PLAN)
I L3x3xY CONT w/ Wx4" HS 0 2' -0" OC.
CHANNEL w/ EMBED HC SLAB MFR TO PROVIDE 6" WIDE
CONN EACH END SEE EMBED TO ANGLE w/ 6 "xY' FILLET (TYP)
SCHED SHT S401
(2) #5 .
S'. N
oe
(4) #6 CONT w/ #4 TIES
A 12" OC AT OPNG,
CONC WALL (CW) FIRST TIE 6" FROM EDGE
CONC BEAM SECTION BTWN WELLS
SCALE: 4"
11"
lv(rn')
NOTE:
BEAM w/ DBL CUP CONN HC PLANK NOT SHOWN
(TYP) FOR CLARITY
I �
0 0
I1 II R
II II II
o II o
I I
Y4"CAP AND BASE PLATES
w/ (4)" BOLTS i NOTCH TOP FLANGE OF
BEAM AS Ill FOR
BASE PLATE BOLTS
SECTION 'A' BEAM (0 SIM)
BLOCK OUT PLANK, )rCLR
TO ACCOMIDATE BASE COLUMN
PLATE, INFILL w/ 3000psi
GROUT
CONC TOPPING A _
I I
...... T CONC TOPPING
-(SEE PLAN)
•. I I ;
)000 OQOC
T STL & HC BRG
-(SEE PLAN)
HC SLAB
Oil
o o t o
Y "CAP AND BASE PLATES I
w/ (4) �" BOLTS o 1 0 0 l o
BEAM w/ DBL CUP CONN
( ®SIM )
(
COLUMN BEAM
TYP COL TRANSITION @ FIRTS FLR
SCALE: ;Y4" = 1' -0" S�
PERIMETER DRAIN - SEE
CIVIL DWGS
COLUMN-,
18'0 CONC WRAP----_ - -�
I
BLOCK OUT PLANK, VCLR
PAIR OF #3 TIES w/ , i TO ACCOMMODATE
STD HOOK i COLUMN PLATE, INFILL
I w/ 30 011 GROUT
SECTION 'A' HC SLAB
SL i i '-
18"0 CONC WRAP
1 II I
I III I
I II I
(4) PAIR #3 TIES
EQUALLY SPACED FROM
TOP TO BOTT OF WRAP I ii
A
Ia, �1. y o
(2) #3 II.. I I' I
�
BLOCK OUT PLANK, 1¢ "CLR I II I
TO ACCOMIDATE COLUMN
III
PLATE, INFlLL w/ 3000psi I 11 I
GROUT i it
CONC TOPPING
1 II I
T CONC TOPPING
f I` -(SEE PLAN)
------------ - - -y-- - rt•-----------------
I I
------------ - - -�-- I -- I---------- - - - - -- T STL & HC BRG
-(SEE PLAN)
HC SLAB o 0
0 0
0 0
I I
BEAM w/ DBL CLIP CONN
(TYP)
NOTES:
1. UPPER LEVEL COLUMN WRAP SHOWN. LOWER
LEVEL COLUMN WRAP IS SIMILAR.
2. COORDINATE LOCATION OF ALL COLUMN
WRAPS ON EACH PARKING LEVEL w/
ARCHITECTURAL DWGS.
3. SEE ARCHITECTURAL FOR SPECIAL WRAPS
AT FIRE RESISTIVE COLUMNS.
TYP CONC COLUMN WRAP
SCALE: �4"
I
R
CV
�U')
x
2' -0"
14 x 51 0 2' -0" OC
T
+(SEE PLAN)
R
• (5) #6 CONT
• #3 x 0 12' OC
CONC WALL (CW), SEE
SCHEDULE FOR TYP
WALL REINF Yz'0 x 2' -0" LONG
• a COIL ROD 0 2' -0' OC
WO x 6" LONG a CONC TOPPING
COIL INSERT 0 w
2' -0" OC �
T /SLAB
• GROUT SOLID w/
TOPPING -(SEE PLAN)
" 000 0
HC BRG
-(SEE PLAN)
#3 x [J °0 12" OC
N HC SLAB
• (5) #6 CONT o
• • CV
R
• N
U
z
oFt
• M R
x
CONC SLAB
SECTION
SCALE: -Y4"= 1' -0"
6" 6"
CONC WALL (CW)--- •
•
T SLAB "
-(SEE PLAN) 6
T G PERIMETER DRAIN - SEE
-(SEE PLAN) CIVIL DWGS
CONC WALL FTG (WF)
I .
'I
I
I
CONC WALL (CW)
�T /I EDGE
*+ ( T/
PLAN)
DOWELS TO MATCH
WALL REINF
CONC WALL FTG (WF)
+(SEE PLAN)
• •
PERIMETER DRAIN - SEE
CIVIL DWGS
a SECTION NORTH PORCH
SCALE: ;Y4"= 1' -0"
PIER AND FTG (BEYOND)
•
4" 1' -4"
VENEER - SEE ARCH
12'0 A36 ROD w/ HILT) HIT RAMP WALL - SEE ARCH
L1Yx1Xzx�ye CONT w/ � "0x4" HS � «
0 2' -0" OC (GALV) RETURN WALL HY20 EPDXY 0 6 -0 OC
AND GRATING CLR PLUG CORE 12" AND GROUT
GRATING SPAN 4" SOLID CMU SOLID AT ANCHOR ROD
N
R
NOTE:
THIS WALL REINF IS FROM (5) #6 CONT
PIER TO PIER
#3 x I `i'� ® 12" OC
CONC WALL (CW), SEE
#4x1' -10" 0 12" OC, SCHEDULE FOR TYP
EPDXY EMBED 4" WALL REINF
1' -6' _
#4 x il- 012" OC #3 x I I °® 12" OC
EPDXY EMBED 4" �l `14
CONC WASH (5) #6 CONT
• CONC TOPPING
• `r T /SLAB
(2) #5 CONT -(SEE PLAN)
• . ______________ ____ c __ ____ N _______
_ HC SLAB
AK HC BRG ------------ - - - - -- —a
-(SEE PLAN) - - - - -- --- - - - - --
(2) #6 CONT L3x3xy CONT w/ % "x4" HS ® 2' -0" OC. 1" LOW DENSITY
HC SLAB MFR TO PROVIDE 6" WIDE STYROFOAM
EMBED TO ANGLE w/ 6 "xV FILLET (TYP)
(2) #5 CONT =
CV
(2) #6 CONT
#4 TIES ®12" OC AT 8' 4" z
OPNG, FIRST 11E 6"
FROM EDGE
SECTION,
SCALE: -Y4" = 1' -0"
1' -4"
VENEER - SEE ARCH
4' SOLID CMU
dT /W & HC BRG
+(SEE PLAN)
Will w/ %'x3' FLANGE EXTENSION (1)
SIDE w/ % x4" HS 0 2' -0" OC
ENCASED IN WALL. EMBED ENDS 8"
BEYOND OPENING.
o� w
0
Ix
—k,)" FLAIL/
f-CONC SLAB
111'0 A36 ROD w/ HIL11 HIT
HY20 EPDXY 0 6' -0" OC
PLUG CORE 12" AND GROUT
SOLID AT ANCHOR ROD
Xxxx
1
--H - -r --- - - - - -- HC SLAB
n..
_' - - - --
----------- T & HC BRG
+(SEE PLAN)
cD
HC SLAB MFR TO a
PROVIDE 6" WIDE °
EMBED TO ANGLE w/ m
6 "OC FILLET (TYP)
r _
CV
in
x
I
I
I
I
I
DOVETAIL SLOTS 0
2' -0" OC •
4" 1' -0"
LAP 2' -0"
DOWELS TO MATCH
WALL REINF
PERIMETER DRAIN - SEE
CIVIL DWGS
PLAN DETAIL
T /LEDGE
-(SEE PLAN)
SCALE: Y4"=
C WALL (CW)
T/FTG
- (MATCH EXISTING)
CONC WALL FTG (WF)
FTG & T /PILASTER A,
- (MATCH EXIST)
T SLAB
-(SEE PLAN)
T TG
-(SEE PLAN)
-CONC WALL FIG (WF)
CONC WALL (CW)
4" 4" 1' -4"
VENEER - SEE ARCH -
V'0 A36 ROD w/ HILTI HIT
RETURN WALL HY20 EPDXY 0 6' -0' OC
AND GRATING CLR PLUG CORE 12" AND GROUT
GRATING SPAN 4" SOLID CMU SOLID AT ANCHOR ROD
HC SLAB
. 7-1. ;- r--- - - - - --
_"L_ L- - --- - - - -- T/W & HC BRG
• +(SEE PLAN)
CHANNEL w/ EMBED- L3x3xY CONT w / "x4' HS ®2' -0" OC.
CONN EACH END SEE N HC SLAB MFR TO PROVIDE 6" WIDE
SCHED SHT S401 EMBED TO ANGLE w/ 6 "xY4" FILLET (TYP)
•
(2) #5 0
N
(4) #6 CONT w/ #4 TIES
A 12" OC AT OPNG,
FIRST 11E 6" FROM EDGE
a LU
I M
M _
0
I�
x
N
T/W
• NOTE:
HC SLAB
+(SEE PLAN)
1,
PIER TO PIER
•
--- - - - - --
#3 0 16' OC, EPDXY
U• '
CONC WALL (CW), SEE
...
- - ° °° --
T/W & HC BRG
EMBED 4" MIN
NOTE:
SCHEDULE FOR TYP
I •
CHANNEL
•
+(SEE PLAN)
L3x3xY CONT
SEE ARCH FOR STAIR OR
R
#3 x �® 12' OC
EPDXY EMBED 4"
•
- w/ EMBED
`.,
• CONC WASH
w/ x4 HS 0 2'-0" OC.
RAMP WALL DIMENSIONS
'
I
CONN EACH END SEE
HC SLAB MFR TO PROVIDE 6' WIDE
AND SLAB ELEVATIONS
a T /SLAB
SCHED SHT S401
' ;: ;°
EMBED TO ANGLE w/ 6 "xY" FILLET (TYP)
• U __ _____________
HC BRG ----
- - - --_ - - - --
---------------------
•
CONC SLAB
(2) #6 CONT
I •
(2) #5
°
STYROFOAM
\T/RAMP SLAB
• • (2) #5 CONT —
o
(2) (2) #6 CONT
�I
+(SEE ARCH)
• #4 TIES 0 12" OC AT 8" 4'
z
(4) #6 CONT w/ #4 TIES
41
1
DOVETAIL SLOTS 0
FROM EDGE
I
® 12" OC AT OPNG,
w
2' -0" OC
0
FIRST TIE 6" FROM EDGE
T LEDGE
CONC WALL (CW)--,,.,,
x
• 4" AREAWAY SLAB
+(SEE PLAN)
•
•
T SLAB
O
�-- ---- �-- r
-(SEE PLAN)
4«
8«
CONC SLAB
Q
Ld
�
R
DOWELS TO MATCH
T SLAB
WALL REINF _
M
N
-(SEE PLAN)
CV
•
• •
N
R
NOTE:
THIS WALL REINF IS FROM (5) #6 CONT
PIER TO PIER
#3 x I `i'� ® 12" OC
CONC WALL (CW), SEE
#4x1' -10" 0 12" OC, SCHEDULE FOR TYP
EPDXY EMBED 4" WALL REINF
1' -6' _
#4 x il- 012" OC #3 x I I °® 12" OC
EPDXY EMBED 4" �l `14
CONC WASH (5) #6 CONT
• CONC TOPPING
• `r T /SLAB
(2) #5 CONT -(SEE PLAN)
• . ______________ ____ c __ ____ N _______
_ HC SLAB
AK HC BRG ------------ - - - - -- —a
-(SEE PLAN) - - - - -- --- - - - - --
(2) #6 CONT L3x3xy CONT w/ % "x4" HS ® 2' -0" OC. 1" LOW DENSITY
HC SLAB MFR TO PROVIDE 6" WIDE STYROFOAM
EMBED TO ANGLE w/ 6 "xV FILLET (TYP)
(2) #5 CONT =
CV
(2) #6 CONT
#4 TIES ®12" OC AT 8' 4" z
OPNG, FIRST 11E 6"
FROM EDGE
SECTION,
SCALE: -Y4" = 1' -0"
1' -4"
VENEER - SEE ARCH
4' SOLID CMU
dT /W & HC BRG
+(SEE PLAN)
Will w/ %'x3' FLANGE EXTENSION (1)
SIDE w/ % x4" HS 0 2' -0" OC
ENCASED IN WALL. EMBED ENDS 8"
BEYOND OPENING.
o� w
0
Ix
—k,)" FLAIL/
f-CONC SLAB
111'0 A36 ROD w/ HIL11 HIT
HY20 EPDXY 0 6' -0" OC
PLUG CORE 12" AND GROUT
SOLID AT ANCHOR ROD
Xxxx
1
--H - -r --- - - - - -- HC SLAB
n..
_' - - - --
----------- T & HC BRG
+(SEE PLAN)
cD
HC SLAB MFR TO a
PROVIDE 6" WIDE °
EMBED TO ANGLE w/ m
6 "OC FILLET (TYP)
r _
CV
in
x
I
I
I
I
I
DOVETAIL SLOTS 0
2' -0" OC •
4" 1' -0"
LAP 2' -0"
DOWELS TO MATCH
WALL REINF
PERIMETER DRAIN - SEE
CIVIL DWGS
PLAN DETAIL
T /LEDGE
-(SEE PLAN)
SCALE: Y4"=
C WALL (CW)
T/FTG
- (MATCH EXISTING)
CONC WALL FTG (WF)
FTG & T /PILASTER A,
- (MATCH EXIST)
T SLAB
-(SEE PLAN)
T TG
-(SEE PLAN)
-CONC WALL FIG (WF)
CONC WALL (CW)
4" 4" 1' -4"
VENEER - SEE ARCH -
V'0 A36 ROD w/ HILTI HIT
RETURN WALL HY20 EPDXY 0 6' -0' OC
AND GRATING CLR PLUG CORE 12" AND GROUT
GRATING SPAN 4" SOLID CMU SOLID AT ANCHOR ROD
HC SLAB
. 7-1. ;- r--- - - - - --
_"L_ L- - --- - - - -- T/W & HC BRG
• +(SEE PLAN)
CHANNEL w/ EMBED- L3x3xY CONT w / "x4' HS ®2' -0" OC.
CONN EACH END SEE N HC SLAB MFR TO PROVIDE 6" WIDE
SCHED SHT S401 EMBED TO ANGLE w/ 6 "xY4" FILLET (TYP)
•
(2) #5 0
N
(4) #6 CONT w/ #4 TIES
A 12" OC AT OPNG,
FIRST 11E 6" FROM EDGE
a LU
I M
M _
0
I�
x
PERIMETER DRAIN - SEE
CIVIL DWGS
•
SECTION
WALL REINFORCEMENT 4" 10"
CONTINUOUS THROUGH
PIER CAGES.
SCHDULED DIMENSION
OF PIER FOR
ESTABLISHING TIE I •
GEOMETRY.
t
PLAN DETAIL
SCALE: N" = 1' -0"
BEAM
0-
Ll
Y4 '
EMBED PLATE EP -C, SEE
SCHED S401 T/PLATE =
T /STL. STUDS MUST BE WITHIN
WALL REINF •
PLAN DETAIL
SCALE: N4"
SCALE: Y4" = 1' -0"
EMBED PLATE EP -C, SEE
SCHED S401 T /PLATE = T /STL
SHEAR TAB % "x6" w/
NUTS PREWELDED TO
BACKSIDE
BEAM, PROVIDE LSL HOLES
IN WEB FOR FIELD
4"4- ADJUSTMENT
8n
CONC WALL
(CW)
X4"x6" HS 0 2' -0" OC, —
GROUT SOLID w/ 3,000 PSI
CONCRETE 12" INTO PLANK
ENDS
PLATE % "x8'xCONT
WELD TO TOP OF
BEAM FLANGE
T/FTGdb
-(SEE PLAN)
CONC WALL FTG (WF)
7" EDGE OF PLANK
PEDCOR DESIGN GROUP
Architecture / Project Managment:
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer: C. Rodney McComas
\`��\1111IIIllI /���
No.
a-0; 860325
STATE OF
N
•.�MD I AMA• '
,,4NAl.i���
SIRUCfIAtAI 8101 5 FNow BIMM NATO k CONSLLTANf9
1717 Ead 1101h 96.R1. suit 210 Camel, kK%m 100.12
317 -300-0402 317- 382-CM F=
Developer:
PIE D C 0 R
t leer�kw
DEVELOPMENT CO.
Project:
0 00
WO
M
z Q M
CD• _�
O
C
Z �
■ ■� , J E
W
_ U CD
U
■ of
Q
0—
OT /STL & HC BRG u v -° s_ ° °-------- - - - - -- *T/STL & HC BRG
+(VARIES) EMBED ®WALL i +(SEE PLAN) Issue Date Drawn By Checked By
I I
SLOPED BEAM Y4 02/28/05 nth ��
(SEE PLAN) i HSS4x4xY" STUBS 0 Revisions:
5' -0" OC MAX BTWN
COLUMNS
TYP A
�T/P & T/W - TYP
05 05 +(SEE PLAN) - I Y4
I
L3x2x % "x4' CUPS ' PILASTER
AT EACH TUBE I (SEE PLAN)
T&B.
I I
1" EXP JT FILLER i 5«
CONC TOPPING
T SLAB
I I -(SEE PLAN)
r-------- - - - - --
O O MEI Project Number:
I
�_ ASTL & HC BRG 0 ---------------------
(SEE PLAN)
1" 24187
HC SLAB
1
� Sheet Title:
EMBED ®WALL EMBED 0 WALL SECTIONS
BEAM BEAM AND DETAILS
CONC WALL (BEYOND)
I
Sheet Number:
I
.r
L '0
SECTION PLAZA GRID S� C�
N
• NOTE:
THIS WALL REINF IS FROM
(5) #6 CONT
PIER TO PIER
•
#3 x M-) 0 12" OC
CONC WALL (CW), SEE
#4x1' -10' ®12' OC,
SCHEDULE FOR TYP
' EPDXY EMBED 4'
WALL REINF
1' -6"
#40,1 ®12" OC
R
#3 x �® 12' OC
EPDXY EMBED 4"
•
`.,
• CONC WASH
(5) #6 CONT
'
CONC TOPPING
•
a T /SLAB
(2) #5 CONT
-(SEE PLAN)
• U __ _____________
HC BRG ----
- - - --_ - - - --
---------------------
-(SEE PLAN)
(2) #6 CONT
1" LOW DENSITY
STYROFOAM
HC SLAB
• • (2) #5 CONT —
o
(2) (2) #6 CONT
• #4 TIES 0 12" OC AT 8" 4'
z
OPNG, FIRST TIE 6"
FROM EDGE
w
0
CONC WALL (CW)--,,.,,
x
• 4" AREAWAY SLAB
•
T SLAB
�-- ---- �-- r
-(SEE PLAN)
CONC SLAB
DOWELS TO MATCH
T SLAB
WALL REINF _
-(SEE PLAN)
PERIMETER DRAIN - SEE
CIVIL DWGS
•
SECTION
WALL REINFORCEMENT 4" 10"
CONTINUOUS THROUGH
PIER CAGES.
SCHDULED DIMENSION
OF PIER FOR
ESTABLISHING TIE I •
GEOMETRY.
t
PLAN DETAIL
SCALE: N" = 1' -0"
BEAM
0-
Ll
Y4 '
EMBED PLATE EP -C, SEE
SCHED S401 T/PLATE =
T /STL. STUDS MUST BE WITHIN
WALL REINF •
PLAN DETAIL
SCALE: N4"
SCALE: Y4" = 1' -0"
EMBED PLATE EP -C, SEE
SCHED S401 T /PLATE = T /STL
SHEAR TAB % "x6" w/
NUTS PREWELDED TO
BACKSIDE
BEAM, PROVIDE LSL HOLES
IN WEB FOR FIELD
4"4- ADJUSTMENT
8n
CONC WALL
(CW)
X4"x6" HS 0 2' -0" OC, —
GROUT SOLID w/ 3,000 PSI
CONCRETE 12" INTO PLANK
ENDS
PLATE % "x8'xCONT
WELD TO TOP OF
BEAM FLANGE
T/FTGdb
-(SEE PLAN)
CONC WALL FTG (WF)
7" EDGE OF PLANK
PEDCOR DESIGN GROUP
Architecture / Project Managment:
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer: C. Rodney McComas
\`��\1111IIIllI /���
No.
a-0; 860325
STATE OF
N
•.�MD I AMA• '
,,4NAl.i���
SIRUCfIAtAI 8101 5 FNow BIMM NATO k CONSLLTANf9
1717 Ead 1101h 96.R1. suit 210 Camel, kK%m 100.12
317 -300-0402 317- 382-CM F=
Developer:
PIE D C 0 R
t leer�kw
DEVELOPMENT CO.
Project:
0 00
WO
M
z Q M
CD• _�
O
C
Z �
■ ■� , J E
W
_ U CD
U
■ of
Q
0—
OT /STL & HC BRG u v -° s_ ° °-------- - - - - -- *T/STL & HC BRG
+(VARIES) EMBED ®WALL i +(SEE PLAN) Issue Date Drawn By Checked By
I I
SLOPED BEAM Y4 02/28/05 nth ��
(SEE PLAN) i HSS4x4xY" STUBS 0 Revisions:
5' -0" OC MAX BTWN
COLUMNS
TYP A
�T/P & T/W - TYP
05 05 +(SEE PLAN) - I Y4
I
L3x2x % "x4' CUPS ' PILASTER
AT EACH TUBE I (SEE PLAN)
T&B.
I I
1" EXP JT FILLER i 5«
CONC TOPPING
T SLAB
I I -(SEE PLAN)
r-------- - - - - --
O O MEI Project Number:
I
�_ ASTL & HC BRG 0 ---------------------
(SEE PLAN)
1" 24187
HC SLAB
1
� Sheet Title:
EMBED ®WALL EMBED 0 WALL SECTIONS
BEAM BEAM AND DETAILS
CONC WALL (BEYOND)
I
Sheet Number:
I
.r
L '0
SECTION PLAZA GRID S� C�