HomeMy WebLinkAboutSP-602-TYPICAL-CONCRETE-DETAILS-Rev.1#4 BENT BARS @ 12" O.C.
(TYP.)
CONCRETE SLAB ON GRADE
SEE FOUNDATION PLAN FOR
THICKNESS AND
REINFORCING
FINISH FLOOR
EL. =100'-0"
2TT1
1
24"
24"SEEPLAN(2) #4 BARS
TOP & BOTTOM (TYP.)
PROVIDE 1/2 OF
INTERRUPTED
BARS EACH SIDE
OF OPENING (TYP.)2'-0"SLABSPANHOOK INTERRUPTED
REINFORCING BARS
(TYP.)
ADDITIONAL #6
TOP & BOTTOM (TYP.)
EXTEND 3'-0" BEYOND
OPENING.
OPENING
SEE DRAWINGS FORM
OTHER DISCIPLINES.
PIPE BOLLARD PER ARCH.
GALV. BASE PLATE 1"x12"x12"
WITH (4) GALVANIZED 3/4" DIA. BOLTS
WELDED TO 3/4"x12"x12" BOTTOM
PLATE. SET PLATE ON 1" (MIN.)
NON-SHRINK, NON-METALLIC GROUT
1/4
CP
AT ELEVATED SLABS
NOTE:
CAST POUR STRIP MINIMUM OF
90 DAYS AFTER ALL ADJACENT
SLABS ARE POURED
SEE PLAN FOR WIDTH AND LOCATION
POUR STRIP
TOOLED JOINT WITH SEALANT
AT EXTERIOR SLAB.
LAP SPLICE ALL TOP AND BOTTOM BARS
CROSSING POUR STRIP. WHERE NO TOP BARS
ARE SCHEDULED TO CROSS STRIP ADD #4 @ 12"
DOWELS WITH 2'-0" EMBEDMENT EACH SIDE.
SLABS TO REMAIN SHORED UNTIL POUR STRIP
CONCRETE IS CAST AND CURED
CONTINUOUS KEYED
CONSTRUCTION
JOINT
PROVIDE 1/2" DEEP TOOLED
CONTROL JOINTS AT 10'-0" O.C.
TRANSVERSE IN POUR STRIPS.
AT EXTERIOR SLAB FILL JOINTS
WITH SEALANT.
ALL SCHEDULED TOP BARS WITHIN
AND PARALLEL TO POUR STRIP TO
BE CONTINUOUS. PROVIDE CLASS
B LAP SPLICES AT MID SPAN OF
SLAB.
*****CS MS CS MS CS
L1 L2
CSMSCS**
L5
L3 L4
PLACE MIDSTRIP TOP BARS ALONG DIAGONAL LINE AS SHOWN. DIMENSION A=0.25 x (LARGER OF L1, L2, L3 OR L4)
PLACE ADDITIONAL BOTTOM BARS EQUALLY WITHIN STRIP AS MEASURED AT MID BAY.
LENGTH OF SHORTER ADDITIONAL MID STRIP BOTTOM BARS TO BE L5-0.3 x (SMALLER OF L1 OR L3) AND SHALL BE CENTERED BETWEEN LINES D & B
1
2
3
2
2
3
1
A A
OPENING CRITERIA
AREA C - DROP PANEL
NO OPENINGS ALLOWED WHEN OPENING OCCURS IN AREA CC.
(1) 8" DIAMETER SLEEVE ALLOWED AT PODIUM LEVEL
EXTERIOR SPACES WHEN NO OPENINGS OCCUR IN CC.
AREA CC - INTERSECTING COLUMN STRIPS. ONE 1/18(L) MAXIMUM ANYWHERE.
AREA CM - INTERSECTING COLUMN MID STRIPS; ONE 1/8(L) MAXIMUM ANYWHERE.
AREA MM - INTERSECTING MID STRIPS. ONE 1/4(L) MAXIMUM ANYWHERE.
OPENINGS INCLUDE ALL BOX OUTS, SLEEVES AND EMBEDDED ITEMS. OPENINGS WIDTH
ALLOWED REFERS TO THE TOTAL OF ALL OPENINGS.
OPENINGS IN ADJACENT AREAS MUST BE SPACED SO THAT REINFORCEMENT CRITERIA
CAN BE MET. A SERIES OF SMALLER OPENINGS THAT IN TOTAL DO NOT EXCEED THE
DIMENSIONS OF THE INDICATED MAY BE USED, PROVIDED THE CLEAR DISTANCE BETWEEN
OPENINGS IS AT LEAST 8" AND THE REINFORCEMENT CRITERIA CAN BE MET.
REINFORCEMENT CRITERIA
SCHEDULED REINFORCEMENT INTERRUPTED AT OPENINGS SHALL BE CUT OFF 2" CLEAR
OF OPENINGS AND THE EQUIVALENT OF REINFORCEMENT INTERRUPTED AT ITS
SCHEDULED LENGTH SHALL BE PLACED 1/2 ON EACH SIDE OF OPENING AT 3" CENTERED
FOR SMALL OPENINGS. ONE SPACE BETWEEN BARS MAY BE INCREASED 50% TO CLEAR
OPENINGS.
GENERAL
ALL OPENINGS AND SLEEVES NOT SHOWN OR NOTED ON STRUCTURAL DRAWINGS ARE
NOT PERMITTED UNLESS SUBMITTED AS NOTED ABOVE AND APPROVED IN WRITING BY
THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.COL.STRIPMIDSTRIPCOL.STRIPC C
CC
CC CCCM
CMMMCM
CC CCCM
L
COL. STRIP MID STRIP COL. STRIP
MAX.
1/4(1)
MAX.
1/8(L)
LIGHT POLE
SEE ELECT. DRAWINGS FOR ALL LIGHT POLE
REQUIREMENTS, LOCATIONS, QUANTITIES,
DETAILS ETC.
SEE ELECTRICAL DRAWINGS FOR LIGHT POLE
BASE PLATE AND ANCHOR REQUIREMENTS
LIGHT POLE DETAIL AT ELEVATED SLABS1'-0"PODIUM STRUCTURAL SLAB
1/4" STEEL PLATE SET WITH
ANCHOR BOLTS
ADD (1) #6 x 10'-0" TOP ON EACH
SIDE OF SLEEVE.
TYPICAL COLUMN
22" x 22"
ADD (1) #6 x 10'-0" TOP.
2 SIDES (TYP)
8" DIA. SLEEVE 6"10"CONTINUITY BARS.
PROVIDE A MINIMUM OF (2)
COLUMN STRIP BARS
OVER ALL COLUMNS IN
EACH DIRECTION TOP AND
BOTTOM (TYP)
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.rvt5/8/20182:21:48PMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana4603202/22/18 - GARAGE PERMIT
074904
TYPICAL
CONCRETE
DETAILS
SP-602
SCALE : 3/4" = 1'-0"2 TYPICAL SLAB RECESS DETAIL
SCALE : 3/4" = 1'-0"1 TYP. SLAB OPENING REINFORCEMENT
SCALE : 3/4" = 1'-0"3 TYPICAL ELEVATED PIPE BOLLARD
SCALE : 1" = 1'-0"6 TYPICAL POUR STRIP
SCALE : 1/4" = 1'-0"5 BAR PLACEMENT WITHIN OFFSET COLUMN AND MIDDLE STRIPS
NTS4OPENINS IN FLAT SLAB
SCALE : 3/4" = 1'-0"7 TYPICAL ELEVATED LIGHT POLE
SCALE : 3/4" = 1'-0"8 PODIUM SLEEVE DETAIL
1
0 Issued For Garage Permit 02/22/18
1 Issued For General Revision 05/08/18