HomeMy WebLinkAboutSD3-1-CONCRETE COLUMNS SCHED. AND DETAILSNOTES:
1. SEE SHEET S0-1 FOR GENERAL NOTES.
2. ALL COLUMNS ARE CENTERED ON GRID
LINES U.N.O.
3. OFFSET BEND LONGITUDINAL BARS SHALL
CONFORM TO DETAIL
NOTE: TIES MAY BE MULTIPLE BEND STIRRUPS.Top of Concrete(Podium Level)Re: 9/S2-13" 3 @ 3" ScheduledSpacingTop of Concrete(Intermediate Levels)Re: Plan Re: Plan3 @ 3" Scheduled SpacingClass "B" Splice if column is integrated w/ Shearwall,otherwise use 30 bar dia. for splice. Re: Stds.3 @ 3" Scheduled Spacing Ties - Re: Schedule
Vertical Reinf - Re: Schedule
Std. ACI 90° hook
Ties - Re: Schedule
Vertical Reinf - Re: Schedule
Slope 1:6 Max.
Std. ACI 90° hook
Top of PlinthDowels - Re Schedule Top of Concrete(Podium Level)3 @ 3" ScheduledSpacingTop of Concrete(Intermediate Levels)Re: Plan Re: Plan3 @ 3"Scheduled Spacing3 @ 3" Scheduled Spacing 2" Clr.Ties - Re: Schedule
Vertical Reinf - Re: Schedule
Std. ACI 90° hook
Ties - Re: Schedule
Vertical Reinf - Re: Schedule
Slope 1:6 Max.
Std. ACI 90° hook
Top of FootingDowels - Re Schedule3 @ 3"ScheduledSpacing3 @ 3"ScheduledSpacing3" 3" 3"2" Clr.3" 3" 3"3" CL of Column
CL of Column
Re: 9/S2-1Re: Plan
Re: Plan
Maintain Rough Surface Up To
1/4" Amptitude @ Column &
Slab Interface (Typ.)
Note: Provide Additional
Straight Dowels Where
This Transition is Not Possible
Note: Provide Additional
Straight Dowels Where
This Transition is Not Possible
4 TYPICAL INTERIOR COLUMN
3/4" = 1'-0"
5 TYPICAL EXTERIOR COLUMN
3/4" = 1'-0"
FLOOR LEVEL
COLUMN MARK
CONCRETE COLUMN SCHEDULE
SECOND FLOOR
FIRST FLOOR
SECOND FLOOR SLAB
TO
FIRST FLOOR
FIRST FLOOR SLAB
TO
LOWER LEVEL
DOWELS TO FOOTING
BOTTOM OF FOOTING
Notes:
1. Provide Class "A" splices at each level unless columns is cast as part of shearwall in which case class B splice shall be used.
2. Refer to structural specifications for cover requirements and reinforcing steel strength.
3. Refer to framing sections for exact location of top and bottom of column.
4. Re: Plan for top of column elevation.
5. Refer to structural specifications for concrete strength.
VERTICAL
REINF.
COLUMN SIZE,
TIES &
BAR PATTERN.
C2 C1
TYPICAL
Class "B" Splice if column is integrated w/ Shearwall,otherwise use 30 bar dia. for splice. Re: Stds.Class "B" Splice if column is integrated w/ Shearwall,otherwise use 30 bar dia. for splice. Re: Stds.Class "B" Splice if column is integrated w/ Shearwall,otherwise use 30 bar dia. for splice. Re: Stds.LOWER LEVEL
24" X 24"
3~#3 @12" O.C.
TYPE 2
12~#812~#8COLUMN DOWELS INTO
FOOTING AT GROUNDS
PATTERN TYPE 1 - 10 BARSSCHEDULED WIDTHTIES - 4 SETS
RE: SCHEDULE
VERTICAL REINF
RE: SCHEDULE
SCHEDULED DEPTH
COVERS RE: SPECS Top of Concrete(Podium Level)Re: 9/S2-13" 3 @ 3" ScheduledSpacingRe: Plan3 @ 3" ScheduledSpacingTies - Re: Schedule
Vertical Reinf - Re: Schedule
Std. ACI 90° hook
Std. ACI 90° hook
Top of PlinthDowels - Re Schedule Top of Concrete(Podium Level)3 @ 3" ScheduledSpacingRe: Plan3 @ 3" ScheduledSpacing3" Clr.Ties - Re: Schedule
Vertical Reinf - Re: Schedule
Std. ACI 90° hook
Std. ACI 90° hook
Top of FootingDowels - Re Schedule3" 2" Clr.3" 3" CL of Column
CL of Column
Re: 9/S2-1
Re: Plan
2 TYPICAL INTERIOR COLUMN
3/4" = 1'-0"
3 TYPICAL EXTERIOR COLUMN
3/4" = 1'-0"
4 COLUMN DOWELS DETAILS
3/4" = 1'-0"Class "B" Splice if column is integrated w/ Shearwall,otherwise use 30 bar dia. for splice. Re: Stds.Class "B" Splice if column is integrated w/ Shearwall,otherwise use 30 bar dia. for splice. Re: Stds.Bottom Of Column
= Top Of Pier Cap
16"45"SPLICE#821"EMBEDSCHEDULED WIDTHCOVER (RE: SPECS)
TIES - 3 SETS
RE: SCHEDULE
VERTICAL REINF
RE: SCHEDULE
SCHEDULED DEPTH
PATTERN TYPE 2 - 12 BARS
COLUMN SIZE,
TIES &
BAR PATTERN.
1 COLUMN SCHEDULE AND REINFORCING DETAILS
3/4" = 1'-0"
C3
COLUMN SIZE,
TIES &
BAR PATTERN.
VERTICAL
REINF.
16" X 28"
3~#3 @12" O.C.
TYPE 2
VERTICAL
REINF.
16" X 28"
3~#3 @12" O.C.
TYPE 1
16" X 28"
3~#3 @12" O.C.
TYPE 1
COLUMN DOWELS INTO
FOOTING AT GROUNDS 10~#8 10~#810~#816" X 28"
3~#3 @12" O.C.
TYPE 1
10~#810~#8COLUMN DOWELS INTO
FOOTING AT GROUNDS
SHEET NUMBER
NORTH END
APARMENTS
SMOKY ROW
ROAD & U.S. 31
CARMEL,IN
ISSUE DATE
ISSUE TITLE
SHEET TITLE
DRAWING SCALE
PROJECT NUMBER
PROJECT NAME & LOCATION
609.003.20H
CAD / ENG
The words around this title block reflect the values and definition of Integrity Structural Corp. and do not include any notes pertaining to the drawings for this project. For God so loved the world that he gave his one and only Son, that whoever believes in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but to save the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already becauscree en él no es condenado, pero el que no cree ya está condenado por no haber creído en el nombre del Hijo unigénito de Dios. Ésta es la causa de la condenación: que la luz vino al mundo, pero la humanidad prefirió las tinieblas a la luz, porque sus hechos eran perversos. Pues todo el que hace lo malo aborrece la luz, y no se acerca a ella por temor a que sus obras queden al descubierto. En cambio, el que practica la verdad se acerca a la luz, para que se vea claramente que ha hecho sus obras en obedienin the name of God's one and only Son. This is the verdict: Light has come into the world, but men loved darkness instead of light because their deeds were evil. Everyone who does evil hates the light, and will not come into the light for fear that his deeds will be exposed. But whoever lives by the truth comes into the light, so that it may be seen plainly that what he has done has been done through God. (John 3:16-21, NIV). Therefore Jesus said again, "I tell you the truth, I am the gate for the sheep. All who ever came before me were thieves and robbers, but the sheep did not listen to them. I am the gate; whoever enters through me will be saved. He will come in and go out, and find pasture. The thief comes only to steal and kill and destroy; I have come that they may have life, and have it to the full. (John 10: 7-10, NIV) Jesus answered, "I am the way and the truth and the life. No one comes to the Father except through me." (John 14:6, NIV) These bible verses reflect Integrity Structural Co
CONSTRUCTION@
INTEGRITYSTRUCTURAL.COM
12777 JONES RD., STE 388
HOUSTON, TX 77070
281 894 7099
2020.10.26
DESIGN DEVELOPMENT
DZ / MD
2020.12.04
PERMIT SET
DZ / MD
2021.01.15
BID DOCUMENTS
DZ / MD
CONCRETE
COLUMNS SCHED.
AND DETAILS
3/4" = 1'-0"
SD3-1
04/15/22