HomeMy WebLinkAboutSP-401-TYPICAL-CONCRETE-DETAILS-Rev.13"CLR.#5@12" O.C.
EACH WAY
6" COMPACTED
GRANULAR
MATERIAL
GRADE
10"1'-0"NOTE:
REF. ARCH. AND SITE/CIVIL
DRAWINGS FOR RISER AND TREAD
DIMENSIONS 6"TYP.10"10"
BREAK BOND FULL WIDTH
6"MIN.6"MIN.FOUNDATION
PIPE SLEEVE W/ LINK SEAL. SLEEVE
PIPE SHALL BE 2 TIMES THE DIAMETER
OF THE UTILITY PIPE OR DRAIN
1500 PSI LEAN CONCRETE
UNDER FTG. FOR ALL BURIED
PIPE
UTILITY PIPE OR ROOF DRAIN
3/4"3/4"NOTE:
ALL EXPOSED CONCRETE SHALL HAVE 3/4"
CHAMFER AS DETAILED ABOVE (U.N.O.).
DRIP AND CHAMFER EDGE REQUIRED AT ALL
EXPOSED PERIMETER LOCATIONS AND AROUND
SLAB OPENINGS WHERE EXPOSED ABOVE.
CHAMFER3/4"3/4"3/4"DRIP
MATCH HORIZ. REINF. SIZE
& SPACING (TYP.)
NOTES:
1. SEE THE GENERAL NOTES SHEET SP-001 FOR
REINFORCING LAP LENGTHS (TYP.)
2. SEE PLANS AND SECTIONS FOR WALL REINF.
SIZE AND SPACING (TYP.)
3. CORNER BARS IN CMU WALL ARE TO BE SIMILAR
(TYP.)
W/3W/3W/3
W
WALL INTERSECTIONS
NOTES:
[1] OPTION TO PROVIDE DBR'S INSTEAD OF DOWELS AT SAME SIZE AND
SPACING AS HORIZONTAL WALL REINFORCING.
[2] JOINTS AS ABOVE, UNLESS SHOWN OTHERWISE IN SECTION.
JOINTS AS ABOVE, UNLESS SHOWN OTHERWISE IN SECTIONS.
KEY (U.N.O.)LAP2'-0"90 DEGREE
STANDARD
HOOK
1/8" SAWCUT JOINT
2"AT8"SLAB11/4"AT5"SLABCONCRETE SLAB ON GRADE
SEE FOUNDATION PLAN FOR
THICKNESS AND REINFORCING
VAPOR RETARDER WHERE REQUIRED
REF. SPECIFICATIONS
GRANULAR FILL OR CRUSHED
STONE BASE. REF. GEOTECHNICAL REPORT
FOR SUBGRADE PREPARATION AND UNDERSLAB
REQUIREMENTS
#4x2'-0" AT 24"
O.C. AT 8" SLABS
ON GRADE
DISCONTINUE REINFORCING
AT C.J. LOCATIONS OR
CUT ALTERNATE WIRES AT
W.W.F. ACROSS JOINT. TYP.
3/4" DIA. x 2'-0" SMOOTH DOWELS AT 24" O.C.
CENTERED ON JOINT AND PLACED AT SLAB
MID-DEPTH. GREASE COAT AND WRAP ON
ONE END OR PROVIDE PLASTIC COVER TO
PREVENT BOND
(TOOLED EDGE)
1/8" RADIUSCONCRETE SLAB ON GRADE
SEE FOUNDATION PLAN FOR
THICKNESS AND
REINFORCING
FIRST POURSECOND POUR
BREAK BOND FULL DEPTH
VARIES
(TYP.)3"CLR.DIA.(TYP.)24BARVARIES
2" CLR. (TYP.)
VARIES
2" CLR. (TYP.)
(2) #5 BARS
(TYP.)
(2) #5 IN BOND BEAM(2) #5 BARS E.F.EXTRA BARS
EQUIVALENT TO AREA
OF INTERUPTED BARS,
ALL AROUND, E.F.
RECTANGULAR (CONCRETE)RECTANGULAR (MASONRY)CIRCULAR
(2) #5 BARS EACH SIDE
OF OPENING (MIN.)
HOOK BARS
FROM OPP.
DIRECTION 3"
CLR. OF OPENING
CONCRETE SLAB
ON GRADE. SEE
PLAN
WRAP COLUMN WITH 1/2" MIN.
COMPRESSIBLE EXPANSION
JOINT MATERIAL FULL DEPTH OF
SLAB1/2" EXPANSION
JOINT MATERIAL
2'-0" MAX.1"WASHTYPICAL INTERIOR
COLUMN
RJ
TYP.
3" CLR.
.3/4".3/4".3/4"TYPICAL VERTICAL
RUSTICATION JOINT
(RJ)
NOTES:
[1] FORM TIES TO BE WITHIN 6" OF ANY JOINT.
[2] UNLESS NOTED ON PLANS,. LOCATE CONTROL JOINTS AT 25' MAX. SPACING.
[3] REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATERPROOFING
REQUIREMENTS.
[4] DETAIL CONTROL JOINTS ON SHOP DRAWINGS.
[5] LOCATE CONSTRUCTION JOINTS AT CONTROL JOINT.
WOOD BEVEL STRIP, TYP.
ABOVE AND BELOW GRADE
DOWEL x 5'-0" LONG . SAME
SIZE AS WALL STEEL BUT AT
TWICE THE SPACING
9" PVC WATERSTOP
COLUMN LINE "13"
EXPANSION JOINT
RJ
*
CONTROL JOINT
TYPICAL
COLUMN
CONTROL JOINT
CONTROL JOINT
CONTROL JOINT
*
6"
3' - 0"
(TYP.)
2' - 0"
BENT DOWELS
WALL FOOTING
DOWELS W/ STD. HOOK
CONT. REINFORCING
NOTES:
1. DOWELS SHALL MATCH CONT. REINFORCING IN SIZE, NUMBER, AND SPACING.
2. WHERE STEP OCCURS NEAR BRACE FRAME FOUNDATION EXTEND ALL FOOTING REINFORCING 3'-0"
INTO FOUNDATION (U.N.O.).
SEE WALL FOOTING SCHEDULE FOR FOOTING DIMENSIONS
AND REINFORCING.
CONT. REINFORCING.
CONSTRUCTION JOINT
TRANSVERSE REINFORCING
WHERE OCCURS
EXTERIOR FOUNDATION
WALL
FTG. STEP
SEE PLAN FOR LOC.
T/FTG.
ROUGHEN TOP OF BOTTOM
FOOTING TO 1/4" AMPLITUDE
AT JOINT 4'-0"4'-0"PIPE BOLLARD PER ARCH.
BREAK BOND FULL DEPTH
ALL AROUND
SLOPE CONCRETE
AWAY FROM PIPE
DIAM.
1' - 6"
AT SLABS ON GRADE 8"1' - 6"
8" INTERIOR CMU WALL
W/ #4 BAR AT 48" O.C.
SEE ARCH. DRAWINGS
FOR LOCATIONS
THICKEN SLAB AT
INTERIOR WALL
LOCATIONS, SEE
ARCH
(2) #5 BARS
CONC.
SLAB, SEE
PLAN
X X X X X X X X X X X X WASH
2' - 0"4"2"WASHWASH
2' - 0"4"2"WASHWASH
2' - 0"4"2"WASHCONCRETE SLAB.
CONCRETE COLUMN
CONCRETE WALL
NOTES:
1. SLAB WASH OCCURS AT ALL PARKING AREAS (ELEVATED SLABS AND
SLAB ON GRADE) ADJACENT TO WALLS AND COLUMNS.
2. OMIT SLAB WASH AT PEDESTRIAN PATHWAYS (DOORS, OPENINGS TO
STAIRS, ETC.)
T.O.C.
SEE PLAN
4454 Idea Center Blvd
Dayton, OH
45430-1500
937.461.5660
Fax: 937.461.0743
Proj. No.:
Date:
Revisions:
Sheet Name:
REV DESCRIPTION DATE
1/30/18
BIM360://74904-Proscenium-R18/74904Podium-STRR18.rvt3/14/201811:41:35AMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana4603202/22/2018 - GARAGE PERMIT
074904
TYPICAL
CONCRETE
DETAILS
SP-401
SCALE : 3/4" = 1'-0"10 STAIRS ON GRADESCALE : 3/4" = 1'-0"8 TYPICAL PIPE SLEEVE DETAIL
SCALE : 3" = 1'-0"4 TYPICAL CHAMFER AND DRIP EDGE DETAIL
SCALE : 3/4" = 1'-0"5 TYPICAL CORNER BAR DETAIL
SCALE : 3/4" = 1'-0"2 TYPICAL CONSTRUCTION JOINT DETAIL
SCALE : 3/4" = 1'-0"6 TYPICAL INTERIOR SLAB ON GRADE DETAIL
SCALE : 3/4" = 1'-0"7 TYP. SLAB ON GRADE CONST. JT. DETAIL
SCALE : 3/4" = 1'-0"3 TYPICAL WALL OPENING REINFORCEMENT
SCALE : 3/4" = 1'-0"1 TYPICAL SLAB ON GRADE COLUM ISOLATION
SCALE : 1" = 1'-0"11 TYPICAL WALL CONTROL JOINT
SCALE : 1" = 1'-0"9 PATTERN AT COLUMNS
SCALE : 3/4" = 1'-0"12 SECTION
SCALE : 3/4" = 1'-0"13 TYPICAL PIPE BOLLARD
SCALE : 3/4" = 1'-0"14 THICKENED SLAB DETAIL
SCALE : 3/4" = 1'-0"15 TYPICAL WASH AT GARAGE COLUMNS AND WALLS
0 Issued For Foundation Permit 01/30/18