HomeMy WebLinkAboutSD3-3 ENLARGED CONCRETE SHEARWALL DETAILSRE: PLANFINISHED FLOORRe: Plan Finished Floor2"CLR.3" 3" 3" CLASS BTENSION SPLICE12" 12"15"15"EXTEND VERTICAL
STEEL INTO SLAB
ABOVE TERM. WITH
STD. 90° HOOK
#3 TIES
END BARS
RE. PLAN
#3 TIES
12"12" Typ.END OF WALL
SLAB THK.RE: PLANNOTES:
1. VERTICAL BOUNDARY REINFORCING AT WALL ENDS REQUIRES TIES AS SHOWN IN BAR PATTERNS.
2. PROVIDE TYPE "B" SPLICES AT GROUND LEVEL.
3. PROVIDE 1 1/2" COVER ON ALL EXTERIOR FACES OF WALL.
4. CONTRACTOR SHALL PROVIDE ELEVATION OF EACH SHEARWALL SHOWING ALL PROPOSED MEP
AND OTHER PENETRATIONS FOR ENGINEER'S AND ARCHITECT'S REVIEW PRIOR TO CONSTRUCTION.
5. EXTEND DOWELS INTO FOUNDATION AS SHOWN IN ELEVATIONS. DOWELS TO FOUNDATION SHALL
MATCH SCHEDULED VERTICAL REINFORCING U.N.O.
6. NO MECHANICAL OR WELDED SPLICES ARE ALLOWED IN WALL.
SLIP JOINT
TYP.@ FIELD,
RE:31/S0-4B
#5 @ 12" O.C. VERT.
TYP - U.N.O.
#5 @ 12" O.C. HORIZ.
TYP - U.N.O.8"TYP.NTS
CONCRETE SHEARWALL REINFORCING DETAILS 3
END BARS
RE. PLAN CLASS BTENSION SPLICECLASS BTENSION SPLICECLASS BTENSION SPLICE3/4" = 1'-0"
4
#4 Dowels-Match
Tie spacing of
Boundary Reinf.
12"12"Boundary Reinf.
Re: Boundary Detail
Boundary Ties
Re: Boundary Detail
Field Reinf.
Re: Concrete Shearwall
Reinf. Detail
Horiz. Reinf.
Re: Concrete Shearwall
Reinf. Detail
3"Boundary Zone Field Zone
Wall Thk.
Re: Plan3" Boundary ZoneField Zone Wall Thk.Re: PlanField Reinf.
Re: Concrete Shearwall
Reinf. Detail
Horiz. Reinf.
Re: Concrete Shearwall
Reinf. Detail
Boundary Reinf.
Re: Boundary Detail
Boundary Ties
Re: Boundary Detail
Provide Vertical reinf.
for larger of Wall reinf.
Schedule Typical
at intersection
3/4" = 1'-0"
Typical Wall Corner5 VERT. SPLICERE: WALLSCHEDULEHOOK WHEN
NECESSARY
TYP. WALL REINF.
NOT SHOWN
SEE WALL ELEVATIONS
OR SECTIONS
2~#4 X 2'-0" TYP.
2~#4 T&B FOR OPENINGS < 10"
2~ #5 T&B FOR OPENINGS 10" TO 2'-0"
_
FORMED OPENINGS
REINF. NOT
REQUIRED FOR
OPENINGS < 10" _
FLOOR LINE
4~#6
(2 EA. FACE)VERT. SPLICERE: WALLSCHEDULE2~#4 X 2'-0" TYP.
HEADER REINFORCEMENT:
2~#4 T&B FOR OPENINGS LESS THAN 2'-0"
2~#5 T&B FOR OPENINGS 3'-1" TO 5'-0"
FOR OPENINGS LARGER THAN 5'-0" PROVIDE
4~#7 IN TWO LAYERS ON BOTH SIDES
(ABOVE & BELOW) OF OPENING.
FLOOR LINE
HOOK WHEN
NECESSARY
TYP. WALL REINF.
NOT SHOWN
SEE WALL ELEVATIONS
OR SECTIONS
STD. HOOK WHERE
MIN. EMBEDMENT
NOT POSSIBLE
STD. HOOK WHERE
MIN. EMBEDMENT
NOT POSSIBLE
4~#6
(2 EA. FACE)
Walls Opening Reinforcing Details6BOTTOM OF SLABRE: ELEVATION SCHEDULE1'-6" MIN.LDH
(4) #7 TOP AND BOTTOM
IN TWO LAYERS 3 @ 4"
#4 STIRRUPS @ 10" O.C.2"
3 @ 4"LDH
RE: ARCH
2"RE: ARCH
3/4" = 1'-0"
Concrete Wall Header Detail2
TOP OF SLAB SLAB THK.RE. PLANBOUNDARY REINF.
RE: BOUNDARY DETAIL
BOUNDARY TIES
RE: BOUNDARY DETAIL
FIELD REINF.
RE: ENLARGED
SHEARWALL PLANS
HORIZ. REINF.
RE: ENLARGED
SHEARWALL PLANS
WALL THK.
RE: PLAN3" BOUNDARY ZONEFIELD ZONE EXTEND HORIZ. INTO
ADJACENT WALL
COLUMN SIZE, REINF. & TIES
RE: COL. SCHED.
FINISHED FLOOR
RE:PLAN
NOTES:
SPACING OF VERTICAL REBAR FOR BOUNDARY ZONE CAN BE REDUCED AS REQUIRED TO
ACCOMMODATE SPECIFIED BAR PATTERN.
CLR. DISTANCE BETWEEN VERT. BARS SHALL NOT BE LESS THAN 1".
2~#5 ON EA. SIDE FOR OPENINGS < 5'-0" &
4~#8 ON EA. SIDE FOR OPENINGS > 5'-0"
RE PLAN 10" 10" RE PLAN 6" 3"BOUNDARY ZONE#3 TIES 3"
BP1 BAR
PATTERN
4~#6 VERT. BARS
#3 TIES
VERT. 6~#6 BARS
BP2 BAR
PATTERN
BP3 BAR
PATTERN
BP4 BAR
PATTERN
#HORIZ. REINF.
CONTINUE INTO
BOUNDARY ZONE
VERT. REINF.
#HORIZ. REINF.
CONTINUE INTO
BOUNDARY ZONE
3"(2) #3 TIES
3@3" T&B
REST @ 8" O.C.
RE PLAN 10" 10" #3 TIES
6~#7 VERT. BAR
VERT. REINF.3"RE PLAN
10" 10" #3 TIES
6~#8 VERT. BAR3"(2) #3 TIES
3@3" T&B
REST @ 8" O.C.
(2) #3 TIES
3@3" T&B
REST @ 8" O.C.
VERT. REINF.
VERT. REINF. BOUNDARY ZONE
VERT. REINF.
BOUNDARY ZONE
VERT. REINF.
(2) #3 TIES
3@3" T&B
REST @ 8" O.C.
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
ENLARGED
CONCRETE
SHEARWALL
DETAILS
3/4" = 1'-0"
SD3-3
04/15/22