HomeMy WebLinkAbout05050050.22SEE
SEE ARCH FOR
PAVEMENT
X1"0 A36 ROD w /HILTI
HIT HY20 EPDXY 0
6' -0' OC 6" CMU, CUT AS REQ'D
T SLAB
+(SEE PLAN)
HC SLAB
O,T /W & HC BRG ---------- - - - - -- r------- - - - - --
+(SEE PLAN)
L3x3xy CONT w/ % "x4" HS ® 2' -0" OC.
2, -0" HC SLAB MFR TO PROVIDE 6" WIDE
EMBED TO ANGLE w/ 6 "xY" FILLET (TYP)
#4x N 0 2' -0" OC CONC WALL (CW)
SECTION FIRST FLR PORCH
SCALE: ;Y4" = 1' -0"
DGE OF
PLANK
PLUG CORE AND GROUT 1' -6"
SOLID ALL CORES AT FRAMED WALL
CONC TOPPING - SEE ARCH
CMU WALL
POUR STOP
T SLAB
+(SEE PLAN)
----- - - - -�- _r - - - - -- F SEE 8/S403, SIM FOR
BEAM BRG
a..
T STL & HC BRG --------- 1-==- - -� - -=
+(SEE PLAN)
HC SLAB
HC SLAB MFR TO PROVIDE 6" WIDE BEAM (BEYOND ® LANDING)
EMBED TO ANGLE w/ 6 "xY" FILLET L3x2xY4 (LLH)
() L4x4x4t SEAT
BEAM SOLID BLOCK INF1LL
CMU WALL (MW)
SECTION ( STAIR 19
SCALE: 3/4" = 1' -0"
SEE PLAN EOS
EE PLAN
i
L4x4xy" w/ % "0 x 4" HS i
2' -0" OC
CONIC TOPPING COMPOSITE SLAB
6" Tom! BEYOND
T CONC TOPPING +(SEE PLAN)
(SEE PLAN) T STL
SEE PLAN
L4x4xY4xCONT w/ % "0 HS 1 "CLR ELEVATOR
0 2' -0" OC
COMPOSITE SLAB
T SLA'
-(SEE PLAN
T STL
-(SEE PLAN)
BEAM
CMU WALL (MW)
SECOND FLOOR
SEE PLAN
1 "CLR
ELEVATOR
CONC TOPPING POUR STOP
T CONC TOPPING
—(SEE PLAN)
000000 T /(;l kHCRRG
HC SLAB
BEAM
FIRST FLOOR SEE
#3 CONT
RAISED CONC SLAB,
SEE 8/S406
CONC TOPPING
HC SLAB) BEAM
UPPER LEVEL PARKING
SECTION @ ELEVATOR
SCALE: -Y4"
1' -4° 13 CONT
#3x 1' 4 6 OC R
—CMU WALL (MW)
)UR STOP
T /CONC.,
—(SEE PLAN)"
CONC TOPPING
—(SEE PLAN)
ELEVATOR
;TL & HC BRG A�
(SEE PLAN)
WALL (MW)
1' -0'
TO STEP
COMPOSITE SLAB
i
HC SLAB ---- la_ 4 +(SEE PLAN)
PLUG CORE AND
�,T /STL & HC BRG - - - -1 =- - GROUT SOLID
+(SEE PLAN) FOR 12"
SECURE DECK BY LAPPING 6" ONTO BEAM
HC AND ATTACH w/ 0.1770 PAF 0
6" OC
HC SLAB MFR TO PROVIDE 6" WIDE
EMBED TO ANGLE w/ 6 "xY" FI LLET
(1�) BEAM EMBED PLATE CONNECTION,
SEE SCHED ON SHT S401
STAIR VESTIBULE @ FIRST FLR
SCALE: -Y4" = 1' -0"
O
VENEER - SEE ARCH
2x FRAMED WALL
CONC SLAB
T /W�
+(SEE PLAN)
2x BLOCKING
T/LEDGE
I+(SEE PLAN)
CONC WALL (CW) 1' -0" "
2' -0"
•
#4x ° 0 2' -0" OC
N
STAIR SECTION (� FIRST FLR
SCALE: 3/4" = 1' -0"
L2;
L4x4x )(6 CO
HS 0 2' -0"
SECTION @SOUTH PORCH
SCALE: -Y4" = 1' -0"
COMPOSITE SLAB
T /SLAB..
(SEE PLAN)`r
T /STL
(SEE PLAN)
L6x4x (LLV) COPED o
OVER JOISTS (TYP) o
F R STOP
BEAM
TYP Y4 4-12 BEAM
20 SECTION @ PORCH
406 SCALE: 3/4"
0
T SLAB
+(SEE PLAN)
T STL
+(SEE PLAN)
T STL
+(SEE PLAN)
SEE PLAN
i
BENT PLATE Y "xCONT w/
W0 HS 0 2' -0" OC
COMPOSITE SLAB
HSS5x2x )(6 72012f
SECOND FLOOR
SEE PLAN
CONC TOPPING--% POUR STOP
HC SLAB
BEAM
1 "CLR
ELEVATOR
T SLAB
-(SEE PLAN)
T STL
-(SEE PLAN)
CMU WALL (MW)
1*CR
ELEVATOR
T CONC TOPPING
-(SEE PLAN)
T /CT n. HP Do/,
1 "CLR
HC SLAB)
BE
UPPER LEVEL PARKING
SECTION @ ELEVATOR
SCALE: Y4" = 1' -0"
CMU WALL (MW)
ELEVATOR
;TL & HC BRG
-(SEE PLAN)
EOS SEE PLAN EOS SEE 1
L6x4xY4 CONT (LLH) w/ % "0
x 4" HS 0 2' -0" OC
COMPOSITE SLAB L4x4xY4 CONT w/ % "0 x 4"
T SLAB HS 0 2' -0" OC
+(SEE PLAN)
T STL
+(SEE PLAN) o f L4x4xY4 CONT S2x2xY -
BEAM
BEAM (BEYOND)
,5 SECTION @ PORCH
SCALE: Y4"
E S SEE PLAN
�• 4yg COMPOSITE SLAB T SLAB
+(SEE PLAN) COMPOSITE SLAB
FQ T STL AT /SLAB
+(SEE PLAN) +(SEE PLAN)
T /STL T STL
+(SEEP N) L4x4xY4 CONT w/ % "0 x 4" +(SEE PLAN)
HS 0 2' -0" OC
L4x4xY COPED 2" OVER
JOIST AND BEAM (TYP)
CMU WALL (MW)
T /SLAB
+(SEE PLAN)
T /STL A.
+(SEE PLAN)
T STL
+(SEE PLAN)
2012
EOS SEE PLAN EOS SEE PLAN
L6x4xY CONT (LLH) w/ % 70
x4 "HS 02' -0 "OC
L4x4xy CONT w / "0 x 4°
HS 0 2' -0" OC
T SLAB
+(SEE PLAN)
-- - - - - -- T /STL�
0 0 +(SEE PLAN)
0 0
JOIST-- BEAM NOTE: BEAM BEAM
SEE ARCH FOR HANDRAIL
ATTACHEMENT
SECTION (� SECOND FLR ,6 SECTION (� PORCH
SCALE: Y4" = 1' -0"
E S SEE PLAN
i
COMPOSITE SLAB T SLAB
+(SEE PLAN)
e
T STL
+(SEE PLAN)
L4x4xY CONT w/ %'0 x 4'
HS 0 2' -0" OC
u�nm
NOTE:
SEE ARCH FOR HANDRAIL
ATTACHEMENT
SECTION ( SECOND FLR
SCALE: -Y4" = 1' -0"
SCALE: Y4" = V -0"
COMP
T /SLAB
Y +(SEE PLAN) L
T /STL
+(SEE PLAN)
C6ZiM
SECTION (g7 PORCH
SCALE: Y4" = 1' -0"
LATE Y "xCONT w/
® 2' -O" OC
xY4
(3) % "0x4" HS FIELD
(2) 15 CONT
BEAM
ELEVATOR
S PLAN
CMU WALL (MW)
INSTALLED IN OPNG
SEE PLAN EOS
PLAN
L6x4x )(6 (LLV) w/ "0x4"
SEE 8/S406
(3) % "0x4" HS FIELD
BENT PLATE Y "x10 "x4" w/ z
� "0 x 4" HS ® 2' -0" OC
INSTALLED IN OPNG
HS 0 2' -0" OC
T /CONC TOPPING
-(SEE PLAN)
•.� - r . r
i
SILL ANGLE, VERIFY SIZE
AND LOCATION w/
COMPOSITE SLAB
ELEVATOR MFR
Pi
BENT PLATE Y4 "x12 "x4° w/
+(SEE PLAN)'
VHC
8" KO BOND BM w/
SLAB
1 "CLR
CONC TOPPING
» 14 x 4' -0" 0 4' -0"
ELEVATOR
,;T /SLAB
CMU WALL (Mw)
UPPER LEVEL PARKING
SECTION @
ELEVATOR DOOR
_JT OC (EA SLAB JOINT)
T /CONC TOPPING
-(SEE PLAN)
4..
..
_ - T STL
+(SEE PLAN)
a
+(SEE PLAN) 4 I
T SLAB
---------------
—__ ________
-- —
------- - - - - -- — ____ - - -_
�e
PLUG CORE AN D
�T /STL & HC BRG -------------
- - -- -- --- -- - - --
+(SEE PLAN)
�
GROUT S_OLI_D_____
�
+(SEE PLAN)
+(SEE PLAN)
+(SEE PLAN)
SILL ANGLE, VERIFY SIZE
.a
:
BEAM
HC SLAB
- - - -- ---- - - - - --
AND LOCATION w/
6" ONTO HC AND ATTACH w/
........:
.:.:..,
0.1770 PAF 0 6' OC
--------------
---- -- ----------- - - - - --
T S TL & HC BRG
ELEVATOR MFR
:
1 »�
EMBED PLATE CONNEt�T10N,
+(SEE PLAN)
8" KO BOND BM w/
RAISED CONC
ON HC PLANKS
� STAIR VESTIBULE (� UPPERLVL �
(2) #5 CONT
g pLp,N
HC SLAB
PLATE Y "x2 "x4" THRUST
'
ELEVATOR
DMAY
BEB SHOP OR FIELD
CMU WALL (Mw)
SECOND FLOOR
INSTALLED
BEAM
(3) � "0x4" HS FIELD
1_4x4016 (LLV) w/ %mOx4"
INSTALLED IN OPNG
HS 0 2' -0" OC
CONIC TOPPING
T /CONC TOPPING
TYPICAL HC
SLAB (� BEAM
(SEEPLA)
SCALE: -Y4"
SILL ANGLE, VERIFY SIZE
AND LOCATION w/
" ''
O o o O T/S OL
ELEVATOR MFR
+(SEE PLAN)
1\_HC
SLAB
"
8" KO BOND BM w/ 1 CLR
(2) 15 CONT
BEAM
ELEVATOR
S PLAN
CMU WALL (MW)
FIRST FLOOR
SEE PLAN EOS
PLAN
RAISED CONC SLAB,
SEE 8/S406
(3) % "0x4" HS FIELD
BENT PLATE Y "x10 "x4" w/ z
� "0 x 4" HS ® 2' -0" OC
INSTALLED IN OPNG
BELOW SOLID TO TOP OF HC SIZE AND SPACING
T /CONC TOPPING
-(SEE PLAN)
•.� - r . r
i
SILL ANGLE, VERIFY SIZE
AND LOCATION w/
i. q.
°
0 0 0 O
ELEVATOR MFR
T /STL�
BENT PLATE Y4 "x12 "x4° w/
+(SEE PLAN)'
VHC
8" KO BOND BM w/
SLAB
1 "CLR
(2) #5 CONT
BEAM
ELEVATOR
SEE PLAN
CMU WALL (Mw)
UPPER LEVEL PARKING
SECTION @
ELEVATOR DOOR
SCALE: Y4" = 1' -0"
5" POUR STOP
COMPOSITE SLAB
TW
,:i -(SEE PLAN)
8" KO BOND BM w/
(2) #5 CONT
BEAM, .
BEARING PLATE (BP)
ELEVATOR
A.
A.
CMU WALL (MW)
SECTION (� TOP OF ELEV SHAFT
GROUT SHEAR KEY SOLID
#4 x 4' -0" 0 TYP ® PRIOR TO POURING
SUPPORTS TOPPING (TYP ALL KEYS)
0000
HOLLOW CORE SLAB
TYPICAL HC SLAB SHEAR KEY
SCALE: NTS
9DGE OF
PLANK
i
CMU WALL (MW)
PLUG CORE AND GROUT
SOLID ALL CORES AT 1' -6' EPDXY DOWELS 4" INTO
CMU WALL SLAB, SEE SCHED FOR
SIZE AND SPACING
CONC TOPPING
T SLAB
+(SEE PLAN)
-------- -
- „ -r. -- -- SEE 8/S403, SIM FOR
AM BRG
T STL & HC BRG ---- - - - - -1 - -= BE
+(SEE PLAN)
HC SLAB
L4x4x% SEAT BEAM (BEYOND ® LANDING)
L3x2xY4 (LLH)
BEAM SOLID BLOCK INFILL
CMU WALL (MW)
SECTION (� STAIR �'
SCALE: Y4” = 1' -0"
�01 SCALE: -Y4" = 1' -0"
S40E
EPDXY DOWELS 4* INTO
SEE PLAN EOS
PLAN
CMU WALL (MW), POUR SLAB SLAB, SEE SCHED FOR
BELOW SOLID TO TOP OF HC SIZE AND SPACING
RAISED CONIC TOPPING
PLANK
#3 CONT
#3 CONT RAISED CONC SLAB
BENT PLATE Y4 "x12 "x4° w/
CONIC TOPPING
RAISED CONC SLAB, TURN
DOWN EDGES AT WALLS z
CONC TOPPING—\
% "0 x 4" HS 0 2' -0" OC
4° COMPOSITE SLAB
/SLAB
AND STEP 5=
T SLAB
ALT
+(SEE PLAN)
+(SEE PLAN)
T /CONC TOPPING
" r
T CONC TOPPING OL
+(SEE PLAN)
a
+(SEE PLAN) 4 I
q }
;
---------------
—__ ________
-- —
------- - - - - -- — ____ - - -_
�e
PLUG CORE AN D
�T /STL & HC BRG -------------
- - -- -- --- -- - - --
T STL & HC BRG ------- - - - - -- - - -- - -- -- - - - -1 -� -L�-
�
GROUT S_OLI_D_____
�
+(SEE PLAN)
+(SEE PLAN)
STYROFOAM FILLER
STYROFOAM FILLER
BEAM
HC SLAB
HC SLAB SECURE 2" 22 GA DECK BY LAPPING
6" ONTO HC AND ATTACH w/
0.1770 PAF 0 6' OC
BEAM
EMBED PLATE CONNEt�T10N,
SEE SCHED ON SHT S401
RAISED CONC
ON HC PLANKS
� STAIR VESTIBULE (� UPPERLVL �
SCALE: Y4" = 1' -0"
SCALE: �4"
COLUMN (BEYOND) GROUT SHEAR KEY SOLID T /SLAB
PRIOR TO POURING CONC TOPPING +(SEE PLAN) 7 -
1" TOPPING (TYP ALL KEYS) °
�T /SLAB a y ... • ' -- --------- - - - - --
r' —
(SEE PLAN) r•
a°
----------------- __ ; 0000 00 000
T /STL & HC BRG - --- - -- - - - -t -- �,T /W, T /STL & HC BRG
-(SEE PLAN) -- +(SEE PLAN)
HC SLAB HC SLAB
PLATE Y7x2 "x4' THRUST _a
TAB 0 4' -0" OC. MAY
BE SHOP OR FIELD " 4 °
U
INSTALLED �; BEAM (BEYOND) BEAM EMBED PLATE
-/x... -A
BEAM
SECTION CHANGE IN SLAB DIRECTION
SCALE: 3/4" = 1' -0"
DETAIL
PEDCOR DESIGN GROUP
Architecture / Project Managment:
335 Ridgepoint Drive
Carmel, Indiana 46032
317.705.7979 (phone)
317.705.7980 (fax)
Engineer: C. Rodney McComas
4, /''''%
No. =
_-� 860325 ,`�'
�'• STATE OF : �\
boO
i
MeCOMAS
srnucrue u eio�s roRewc exx+�ls
WOW caauuwrs
1717 End 11ft Nvok Sn1E" 400 CaMUL tivaw �
317- S�vree Far
Developer:
P E D C 0 R
DEVELOPMENT CO.
Project:
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Issue Date Drawn By Checked By
02/28/05 nJh JRH
Revisions:
MEI Project Number:
24187
� B
+(SEE PLAN) Sheet Title:
SECTIONS
AND DETAILS
Sheet Number:
5406/