HomeMy WebLinkAboutSD2-2-ELEVATED SLAB & PT SECTIONSFINISH FLOOR
SEE PLAN
BRICK VENEER
WHERE SHOWN
ON ARCH. PLAN
ONLY.
BRICK VENEER
WHERE SHOWN
ON ARCH. PLAN
ONLY.
DRIP EDGE CONT.
WHERE NO WALL
BELOW (TYP)
2X WALL
GRID
RE: PLAN
RE: PLAN FOR EXACT LOCATION OF
STOREFRONT / METAL STUD WALLS
RELATIVE TO EDGE OF SLAB. RE.
DET. 1A-D/SD2-1 FOR MORE INFO.
WALL BELOW WHERE
SHOWN BY ARCH
RE: 1A-D/SD2-1
ANCHOR BOLTS,
RE: SCHED.
PODIUM SLAB
RE: PLAN FOR
REINFORCING
CONCRETE COLUMN
CONCRETE COLUMN RE:
SCHEDULE FOR SIZE AND
REINFORCEMENT. WHERE
SHOWN ON PLAN ONLY.
DOWELS
RE: COLUMN
SCHEDULE
RE: PLANSLAB THK.FINISH FLOOR
SEE PLAN
DRIP EDGE CONT.
WHERE NO WALL
BELOW (TYP)RE: PLANSLAB THK.(1) #4 TRIM
#4 HAIRPIN
NON LOAD BEARING METAL STUDS
& CONX. DESIGNED BY OTHERS
PT SLAB
RE: PLAN FOR REINFORCING
RE: PLAN FOR EXACT LOCATION OF STOREFRONT
/ METAL STUD WALLS RELATIVE TO EDGE OF
SLAB. RE. DET. 1A-D/SD2-1 FOR MORE INFO.
RE: PLAN
HANDRAIL PIPE
RE: ARCH FOR PIPE Ø
2' - 0"
(1) #4 TRIM
#4 HAIRPIN
HANDRAIL
2
"RADIUS2A Detail
2A
SLOPE
PER ARCH.
DETAIL A NOTES:
1. BLOCKED FOR POST FORMED W/ REUSABLE CONCRETE INSERT.
2. POST SPACING SHALL NOT EXCEED 6 FEET.
3. RE. ARCH DRAWINGS FOR EXACT POST LOCATIONS.
4. SET POST BASE IN 10,000 psi NON-FERROUS ANCHORING CEMENT.
5. HANDRAIL HAD BEEN DESIGNED FOR A UNIFORM LOAD OF 100 plf OR
400 lb CONCRETE DEAD LOAD.RE: PLANSLAB DROPFINISH FLOOR
SEE PLAN
GRID
CONCRETE COLUMN
CONCRETE COLUMN RE:
SCHEDULE FOR SIZE AND
REINFORCEMENT.
PODIUM SLAB
RE: PLAN FOR
REINFORCING
DOWELS
RE: COLUMN
SCHEDULE
STD. 90° HOOK TYP.RE: PLANSLAB THK.FINISH FLOOR
SEE PLAN
BRICK VENEER
WHERE SHOWN
ON ARCH. PLAN
ONLY.
RELIEF ANGLE, RE:
1B/SD2-1
2X WALL
ANCHOR BOLTS,
RE: SCHED.
PODIUM SLAB
RE: PLAN FOR
REINFORCING
RE: PLANSLAB THK.STOREFRONT BY
OTHERS 3' - 6" MAX.DRIP EDGE CONT.
WHERE NO WALL
BELOW (TYP)
SD2-1
1
.
FINISH FLOOR
SEE PLAN
PT SLAB
RE: PLAN FOR REINFORCING
RE: PLANSLAB THK.CONCRETE WALL
RE. WALL DETAIL FOR REINF.
RE: PLAN
WALL THK
CONCRETE WALL
RE. WALL DETAIL FOR REINF.RE: PLANVARIESON PLAN ONLY
SLIP JOINT
RE: STD'SRE: PLANSLAB THK.RE: PLANVARIESSLOPE WHERE SHOWN SLOPE WHERE SHOWN
ON PLAN ONLY
FINISH FLOOR
SEE PLAN
PODIUM SLAB
RE: PLAN FOR REINFORCING
RE: PLANSLAB THK.RE: PLAN
WALL THK
CONCRETE WALL
RE. WALL DETAIL FOR REINF.
SLIP JOINT
RE: STD'S
ELEVATOR/STAIR/OPENING
SHAFT -RE: PLAN
WALL ABOVE WHERE
SHOWN BY ARCH.
SLIP JOINT -RE: STDS.
NON LOAD BEARING METAL STUD WALL
OR STOREFRONT DESIGN &
CONNECTION BY OTHERS
FINISHED GRADE
VARIES -RE: CIVIL
BRICK WHERE
SHOWN BY ARCH. PT SLAB -RE:
PLAN FOR REINF.RE: PLANSLAB THK(SHORING BY GC) SHOREWALL AT TOP AND
ALONG HEIGHT UNTIL LOWER SLAB IS
CURED, WALL IS BACKFILLED AND
COMPACTED, AND UPPER SLAB IS
STRESSED SLIP JOINT SHALL BE GROUTED
AFTER PT SLAB IS STRESSED AND BEFORE
SHORING IS REMOVED.
FINISH FLOOR
RE: PLAN
C 6 X 8.2 @ 48" O.C.
C 6 X 8.2 @ 48" O.C. INFILL
WITH METAL STUDS DESIGNED
BY CONTRACTOR.
RE: 1/SD2-1 FOR
BRICK RELIEF DETAILSRE: PLANSLAB THKBRICK WHERE
SHOWN BY
ARCH.3' - 6" MAX.RE: ARCH.(SHORING BY GC) SHOREWALL AT TOP AND
ALONG HEIGHT UNTIL LOWER SLAB IS
CURED, WALL IS BACKFILLED AND
COMPACTED, AND UPPER SLAB IS
STRESSED SLIP JOINT SHALL BE GROUTED
AFTER PT SLAB IS STRESSED AND BEFORE
SHORING IS REMOVED.
PT SLAB -RE:
PLAN FOR REINF. SLAB ON GRADE
#4 X 4'-0" @ 12" O.C.RE: PLAN SLAB THK.CONCRETE. COLUMN
COLUMN REINF.
RE: SCHEDULE
SLIP JOINT -RE: STDS.
BRICK WHERE
SHOWN BY
ARCH.RE: PLANSLAB THK.GRADE -RE: CIVIL
NON LOAD BEARING METAL STUD WALL
OR STOREFRONT DESIGN & CONNECTION BY OTHERS
FINISH FLOOR
RE: PLAN
(SHORING BY GC) SHOREWALL AT TOP AND
ALONG HEIGHT UNTIL LOWER SLAB IS
CURED, WALL IS BACKFILLED AND
COMPACTED, AND UPPER SLAB IS
STRESSED SLIP JOINT SHALL BE GROUTED
AFTER PT SLAB IS STRESSED AND BEFORE
SHORING IS REMOVED.
STOREFRONT OR NLB METAL
STUD WALL DESIGN & CONNECTION
BY OTHERS.
2X WALL WHERE
SHOWN ON PLAN
STOREFRONT AND CONNECTION
DESIGNED BY OTHERS.
RE: BRICK WHERE
SHOWN BY ARCH.
C 6 X 8.2 @ 48" O.C. INFILL
WITH METAL STUDS DESIGNED
BY CONTRACTOR.
SD2-1
1
.
FINISH FLOOR
RE: PLAN
3' -6" MAX.RE: ARCH.RE: PLANSLAB THK.FINISH FLOOR
SEE PLAN
PT SLAB RE: PLAN
FOR REINFORCING
CMU WALL WHERE
SHOWN BY ARCH -
RE: SPECS.
CONCRETE BEAM
RE. PLAN & SCHED.
SLIP JOINT
RE: STD'SRE: PLANSLAB THK.SHAFT OPENING -
RE: PLAN
RE: PLAN & SCHED.BEAM DEPTHRE: PLAN & SCHED.
BEAM WIDTH
FINISH FLOOR
SEE PLAN
GRID
PT SLAB
RE: PLAN FOR
REINFORCING
CONCRETE COLUMN
CONCRETE COLUMN RE:
SCHEDULE FOR SIZE AND
REINFORCEMENT.RE: PLANSLAB THK.CONCRETE COLUMN RE:
SCHEDULE FOR SIZE AND
REINFORCEMENT.
FINISH FLOOR
SEE PLAN
PT SLAB
RE: PLAN FOR REINFORCING
RE: PLANSLAB THK.CONCRETE WALL
RE. WALL DETAIL FOR REINF.
RE: PLAN
WALL THK
CONCRETE WALL
RE. WALL DETAIL FOR REINF.
SLIP JOINT
RE: STD'S
FINISH FLOOR
SEE PLAN
PT SLAB RE: PLAN
FOR REINFORCING
CONCRETE WALL
RE. WALL DETAIL FOR REINF.
RE: PLAN
WALL THK
CONCRETE WALL
RE. WALL DETAIL FOR REINF.
ON PLAN ONLY
SLIP JOINT
RE: STD'SRE: PLANSLAB THK.SHAFT OPENING -
RE: PLAN
SLOPE WHERE SHOWN
FINISH FLOOR
SEE PLAN
PT SLAB RE: PLAN
FOR REINFORCING
CONCRETE WALL
RE. PLANS
CONCRETE BEAM
RE. PLAN & SCHED.
SLIP JOINT
RE: STD'SRE: PLANSLAB THK.SHAFT OPENING -
RE: PLAN
RE: PLAN & SCHED.BEAM DEPTHRE: PLAN & SCHED.
BEAM WIDTH
CONCRETE WALL
RE. PLAN & SCHED.
SLIP JOINT
RE: STD'S
RE: PLAN
WALL THK.
FINISH FLOOR
SEE PLAN
PT SLAB RE: PLAN
FOR REINFORCING
LINE OF WALL
BEYOND
CONCRETE BEAM
RE. PLAN & SCHED.RE: PLANSLAB THK.LINE OF WALL
BEYOND
RE: PLAN
WALL FOR 6'-0" WITHOUT SPLICE
CONTINUE CRB
REINF. INTO WALL
3" 3" 3"
CONTINUE WALL
REINF. INTO CRB
SHEARWALL REINF.
RE: PLANS
BEAM SHALL BE
POURED
MONILITHICALLY
WITH WALL
3" 3" 3"
SLIP JOINT -RE: STDS.
BOUNDARY ZONE REINF. -
RE: SHEARWALL PLANS
12777 JONES RD., STE 388
HOUSTON, TX 77070
281 894 7099
CONSTRUCTION@
INTEGRITYSTRUCTURAL.COM
in 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 Corp.'s strong belief and faith in Jesus Christ and it is our desire that through our work others may come to know Christ as well. May God bless this project and all of those involved.cree 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 obediencia a Dios. (Juan 3:16-21,NVI) For God so loved the world 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 because he has not believedThe 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 whoeverbelieves in him shall not perish but have eternal life. For God did not send his Son into the world to condemn the world, but tosave the world through him. Whoever believes in him is not condemned, but whoever does not believe stands condemned already because he has not believed in 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 intothe 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) Porque tanto amó Dios al mundo, que dio a su Hijo unigénito, para que todo el que cree en él no se pierda, sino que tenga vida eterna. Dios no envió a su Hijo al mundo para condenar al mundo, sino para salvarlo por medio de él. El queCAD / ENG
PROJECT NAME & LOCATION
PROJECT NUMBER
DRAWING SCALE
SHEET TITLE
SHEET NUMBER
ISSUE DATE
ISSUE TITLE
KR / RM12.04.2020
PERMIT SET
KR / RM2021.01.15
BID DOCUMENTS
3/4" = 1'-0"
ELEVATED
SLAB & PT
SECTIONS
SD2-2
NORTH END
APARTMENTS
CARMEL, IN
609.003.20H
3/4" = 1'-0"1 P.T. SLAB AT EXTERIOR WITH COLUMN
3/4" = 1'-0"2 P.T. SLAB AT EXTERIOR BALCONY
3/4" = 1'-0"3 P.T. SLAB AT CONCRETE COLUMN BELOW
3/4" = 1'-0"4 P.T. SLAB AT EXTERIOR, COLUMN AT EDGE
3/4" = 1'-0"5 P.T. SLAB AT CONCRETE WALL
3/4" = 1'-0"6 P.T. SLAB AT CONCRETE WALL BELOW AT SLAB EDGE
3/4" = 1'-0"7 TYP. EXTERIOR DETAIL WITH BRICK ABOVE & BELOW
3/4" = 1'-0"9 9
3/4" = 1'-0"10 10
3/4" = 1'-0"11 11
3/4" = 1'-0"15 15
3/4" = 1'-0"8 P.T. SLAB AT CMU WALL ABOVE BEAM AT SHAFT
3/4" = 1'-0"12 P.T. SLAB AT CONCRETE COLUMN1
3/4" = 1'-0"13 P.T. SLAB AT CONCRETE WALL ABOVE AND BELOW
3/4" = 1'-0"14 P.T. FLAT SLAB AT CONCRETE WALL & SHAFT
1
3/4" = 1'-0"16
P.T. SLAB AT CMU WALL ABOVE BEAM AT SHAFT WITH OFFSET WALL
BELOW
3/4" = 1'-0"17 P.T. SLAB AT CONC. WALL ABOVE WITH CANT. BEAM AT CONC. WALL
04/15/22