HomeMy WebLinkAboutSP-603-CONCRETE-DETAILS-Rev.1REFRENCE DETAIL 2/SP603 FOR
EXPANSION JOINT SEAL SLAB
PREPERATION. SEE SPECIFICATIONS
FOR ACTUAL EXPANSION JOINT SEAL
REQUIREMENTS.
TOP / PODIUM
SLAB VARIES
SEE PLAN
BEAM SIZE AND
REINFORCING PER PLAN AND
BEAM SCHEDULE
CONTINUOUS
CHAMFER AND DRIP
EDGE
EXPANSION JOINT SEAL SLAB PREP (JOINT SEAL BY OTHERS)
1 VERIFY BOX-OUT DIMENSION WITH ARCHITECT AND SEAL SUPPLIER.
2 STRUCTUAL GAP AT TIME OF CASTING ASSUME 3" BLOCK-OUT AT 60 °F.
3 HOLD 1/8"± TOLERANCE, GRIND AS NEEDED TO OBTAIN TOLERENCE
AFTER FORMS AND SHORES ARE REMOVED
4 HOLD 1/8"± TOLERANCE, GRIND SURFACE IN GRADUAL SLOPE AS
NEEDED TO OBTAIN TOLERENCE AFTER FORMS ARE REMOVED.
MAXIMUM SLOPE AFTER GRINDING IS 10%. HOLD 1/16"± TOLERANCE AT
TIME OF CASTING FOR EMBEDDED RAILS.
5 SLOPE SURFACE TO DRAIN WATER AWAY FROM JOINT.
6 BLOCK-OUT ADJUSTMENT IN INCHES:
NOTE: MOVEMENTS SHOWN ARE FROM AN AMBIENT CONCRETE
TEMPERATURE OF 60° OR 0° CHANGE IN TEMPERATURE AT TIME OF
PLACEMENT. CLOSING MOVEMENTS OCCUR DURING HOT PERIODS AND
OPENING MOVEMENTS OCCUR DURING CLOD PERIODS. EXAMPLE: A
JOINT 3" WIDE WITH A CLOSING MOVEMENT OF 3/4" REQUIRES A 2 1/4"
FORMED BLOCK-OUT WIDTH.
CHANGE IN TEMP.CLOSING OPENING
-40°
-30°
-20°
-10°
0°
+10°
+0°
30°
+40°
-
-
-
-
0"
-1/4"
-3/8"
-5/8"
-3/4"
+3/4"
+5/8"
+3/8"
+1/4"
0"
-
-
-
-
1 1
2 6
1 3
4
5 5
1
TOP / PODIUM SLAB
HIGH POINT ELEV. =
846'-8" OR (0'-0")
PERIMETER BEAM
24"x48" (TYP.)
2' - 0"2'-21/2"TOP OF PODIUM
SLAB BEYOND
GRADE
SEE CIVIL
1'-0"1'-0"4' - 0"
PODIUM SLAB BEYOND
BOTTOM OF BEAM
BEYOND
6
SP-603
1
PERIMETER
BEAM
PODIUM SLAB SLOPES TO
PERIMETER WALL
2' - 0"
DRIVE
SEE CIVIL
2'-0"4' - 0"
TOP / PODIUM SLAB
HIGH POINT ELEV. =
844'-2" OR (-1'-10")
#3 TIES AT 12" O.C.
EXTEND SLAB BARS
INTO BEAM(0")TO(-2'-21/2")VARIES1'-0"SLOPING DRIVE LANE SLAB EXTEND SLAB BARS
INTO BEAM
E
3' - 0"
PODIUM HIGH POINT
ELEV. = 846'-8" OR (0'-0")
24" DEEP BEAM BEYOND
AT PERIMETER WALL
(6) #9 BARS CONT.
TOP & BOTTOM
(3) #9 BARS CONT.
EACH SIDE
VARIES4'-21/2"3' - 0"
24" DEEP BEAM BEYOND
AT PERIMETER WALL
TYPICAL PERIMETER
BEAM, SEE PLAN
2' - 0"
A
TOP / PODIUM SLAB
SEE PLAN
CONT. CHAMFER
AND DRIP EDGE.
REFER TO TYPICAL
DETAILS
COLUMN
BEYOND
DROP PANEL
BEYOND
TERMINATE TOP
BARS AT BEAM
PERIMETER WITH
DBR SPLICE SYSTEM
SEE BLDG. #1 & #4
DRAWINGS FOR
SLAB EXTENSION
#4 DOWELS @ 24"
O.C. WITH 180 DEG.
HOOK x 1'-6" LONG
THRU SHELF
ANGLE INSERT TAB 6"BRICK
SEE ARCH. DWGS.
F-7 SHELF ANGLE INSERT
@ 24" O.C. WITH 3/4" ASKEW
HEAD BOLTS (BY DAYTON SUPERIOR
OR APPROVED EQUAL) TO ATTACH
L-8x6x7/16
CONT. HOT-DIP GALVANIZD
BRICK SUPPORT L-8x6x7/16 KEY11/2"3' - 0"
*
TOP / PODIUM SLAB
SEE PLAN (846'-0")
DROP PANEL BEYOND1'-0"1'-11/2"1'-0"(3) #6 CONT.
(1) #6 CONT.
SEE PLANS AND BEAM
SCHEDULE FOR BEAM
SIZE AND REINFORCING
#4 VERT. DOWELS
@ 12" O.C.
EXTEND 2'-6" INTO
WALL BELOW
2' - 0"
ARCH. FACADE
SEE CIVIL DRAWINGS
FOR SLAB REQUIREMENTS1' - 0"#5@24"KEY11/2"4' - 0"
*
TOP / PODIUM SLAB
SEE PLAN (846'-0")
DROP PANEL BEYOND1'-0"1'-11/2"2'-0"(4) #6 CONT.
(2) #6 CONT.
(2) #6 CONT.
#4 U-SHAPED TIES @ 12" O.C.SEE PLANS AND BEAM
SCHEDULE FOR BEAM
SIZE AND REINFORCING
#4 VERT. DOWELS
@ 12" O.C.
EXTEND 2'-6" INTO
WALL BELOW
2' - 0"
ARCH. FACADE
SEE CIVIL DRAWINGS
FOR SLAB REQUIREMENTS
SLABDROP1'-0"TYP. BARS PER PLAN
TYP. #7 @ 16"
BOTTOM BARS
PLACE BOTTOM BARS IN SLAB DROP
*
SLAB DROP MATCHES DROP PANEL DIMENSION
4454 Idea Center Blvd
Dayton, OH
45430-1500
937.461.5660
Fax: 937.461.0743
Proj. No.:
Date:
Revisions:
Sheet Name:
REV DESCRIPTION DATE
02/22/18
BIM360://74904-Proscenium-R18/74904Podium-STRR18.rvt6/29/20189:08:37AMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana4603202/22/18 - GARAGE PERMIT
074904
CONCRETE
DETAILS
SP-603
SCALE : 3/4" = 1'-0"1 SECTION - EXPANSION JOINT
SCALE : 3/4" = 1'-0"2 SECTION
SCALE : 3/4" = 1'-0"4 SECTION
SCALE : 3/4" = 1'-0"5 SECTION
SCALE : 1" = 1'-0"6 SECTION
SCALE : 1/2" = 1'-0"3 SECTION
SCALE : 1" = 1'-0"7 SECTION
SCALE : 3/4" = 1'-0"8 SECTION
SCALE : 3/4" = 1'-0"9 SECTION
SCALE : 3/4" = 1'-0"10 SECTION
0 Issued For Garage Permit 02/22/18
1 Issued For General Revision 05/08/18
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