HomeMy WebLinkAboutSD2-1-ELEVATED SLAB & PT SECTIONSCONT. #4
EMBED PLATE A
SCALE: 3/4" = 1'-0" 1/2" MIN.CMU WALL
RE: SPECS.
CONT. TOP SLIP
DEEP LEG TRACK
BRICK VENEER
NOT SHOWN
FOR CLARITY
METAL STUDS & CONNX.
DESIGNED BY
CONTRACTOR
CONT. TRACK
FASTENED TO
METAL STUDDO NOT CONNECT
P.A.F. CONNECTION
DESIGN BY
CONTRACTOR
STRUCTURAL SLAB
DETAIL A -DEFLECTION TRACK SCHEMATIC DETAIL
TO BE DESIGNED BY MANUF.
LT. GAUGE METAL
STUDS DESIGNED
BY CONTRACTOR
PODIUM SLAB
RE: PLAN FOR
REINFORCING
DEFLECTION
TRACK
PODIUM SLAB
RE:PLAN
C 6X8.2 @ 48" O.C. INFILL
W/METAL STUDS DESIGNED
BY CONTRACTOR.
CONT. C 6x8.2
TOP OF
STOREFRONT,
RE: ARCH
DRIP EDGE CONT.
WHERE NO WALL
BELOW (TYP)
PL 1/2"X8X0'-8"
W/4~1/2"Ø X 5"
H.S. (TYP.)
STOREFRONT MANUFACTURER
TO DESIGN CONNECTION FOR
3/4" DEFLECTION.
EMBED PLATE A
STOREFRONT BY
OTHERS
SEALANT
RE: ARCH.
PODIUM SLAB
RE:PLAN
C 6X8.2 @ 48" O.C. INFILL
W/METAL STUDS DESIGNED
BY CONTRACTOR.
EMBED PLATE A
ANGLE RELIEF
CONT.
CONT. C6X8.2 W/ #10 SCREW @
EA. STUD EACH SIDE, T & B
(TYPICAL)
PODIUM SLAB
RE:PLAN
C 6X8.2 @ 48" O.C.
INFILL W/METAL
STUDS DESIGNED
BY CONTRACTOR.CONT. BOND BEAM
RE SPECS FOR
REINF.L6x6x5/16 x1'-0"
@ 4'-0" O.C.
3/4"∅x 3 5/8" EMBED EXP.
ANCHORS FINGER TIGHT
IN LONG SLOTTED HOLES
(VERTICAL) 2 IN EACH L6x5PODIUM LEVELRE: PLANRE: PLANSLAB THK.A TYPICAL DEFLECTION TRACK DETAIL VERIFY WITH ARCH.2' - 0" MAX.1/4
TYP.
L5X5X5/16" CONT. 1/4
TYP.
1/4MIN. 1/2"2" TYP.8"8"
SCALE: 3/4" = 1'-0" B TYPICAL BRICK RELIEF DETAIL
RE: ARCH. RE: ARCH.2' - 4" MAX.RE: PLANSLAB THK.SCALE: 3/4" = 1'-0" C TYPICAL SET BACK STORE FRONT FRAMING W/O BRICK 1" GAPPL 5/16"X14" LG.X0'-8" W/4
3/4"ØX0'-6" HEADED STUDS
3/16"
SCALE: 3/4" = 1'-0" D NLB CMU CONN. DETAIL RE: PLANSLAB THK.EMBED PLATE
1" MIN. 1/2"CONTINUOUS MASONRY
VENEER WHERE SHOWN
ON ARCH. ONLY. PODIUM SLAB
RE:PLAN
MASONRY RELIEF
ANGLE @ CONCRETE
WALLS WHEN REQ'D.
MASONRY VENEER
WHERE SHOWN
ON ARCH. PLAN ONLY.NLB WALL BELOW WHERE
SHOWN BY ARCH. RE. TYP.
DETAILS FOR ATTACHMENT
WALL ABOVE WHERE
SHOWN ON ARCH.
PROVIDE #4 CONTINUOUS
BELOW STUDSPODIUM LEVELRE: PLANE TYPICAL MASONRY VENEER RELIEF ANGLE
PL 1/2"X6X0'-8" W/2~1/2"Ø
X 6" H.S. @ 24" O.C.
EQ EQ
6"8"(TYP.)1 1/2"L5X5X5/16"
CONT.2 1/2"1"1/4
SCALE: 3/4" = 1'-0"
FINISH FLOOR
SEE PLAN
RE: PLAN
WALL THK
CONCRETE WALL
RE. WALL DETAIL FOR REINF.
SHAFT OPENING -
RE: PLAN
CONCRETE WALL
RE. WALL DETAIL FOR REINF.
EXTERIOR FINISH -
RE: ARCH.
FINISH FLOOR
SEE PLAN
CMU WALL WHERE
SHOWN BY ARCH -
RE: SPECS.
RE: PLAN
WALL THK
CONCRETE WALL
RE. WALL DETAIL FOR REINF.
SHAFT OPENING -
RE: PLAN
EXTERIOR FINISH -
RE: ARCH.
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.RE: PLANVARIESSHAFT OPENING -
RE: PLAN
SLOPE WHERE SHOWN
FINISH FLOOR
SEE PLAN
PT SLAB -RE: PLAN
FOR REINFORCING
RE: PLANSLAB THK.RE: PLAN
WALL THK
CONCRETE WALL
RE. WALL DETAIL FOR REINF.
SLIP JOINT
RE: STD'S
CONCRETE WALL
RE. WALL DETAIL FOR REINF.
EXTERIOR FINISH -
RE: ARCH.
FINISH FLOOR
SEE PLAN
PT SLAB
RE: PLAN FOR
REINFORCING
CMU WALL WHERE
SHOWN BY ARCH -
RE: SPECS.
RE: PLAN
WALL THK
CONCRETE WALL
RE. WALL DETAIL FOR REINF.
SLIP JOINT
RE: STD'SRE: PLANSLAB THK.RE: PLANVARIESSHAFT OPENING -
RE: PLAN
FINISH FLOOR
SEE PLAN
PT SLAB
RE: PLAN FOR REINFORCING
RE: PLANSLAB THK.RE: PLAN
WALL THK
CONCRETE WALL
RE. WALL DETAIL FOR REINF.RE: PLANVARIESSLIP JOINT
RE: STD'SRE: PLANSLAB THK.RE: PLANVARIESFINISH FLOOR
SEE PLAN
PT SLAB
RE: PLAN FOR
REINFORCING
RE: PLAN
WALL THK
CMU WALL WHERE
SHOWN BY ARCH -
RE: SPECS.
SLOPE WHERE SHOWN
ON PLAN ONLY
RE: PLANSLAB THK.RE: PLANVARIESSHAFT OPENING -
RE: PLAN
CMU WALL WHERE
SHOWN BY ARCH -
RE: SPECS.
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.
RE: PLAN
FINISH FLOOR
SEE PLAN
PT SLAB -RE: PLAN
FOR REINFORCING
RE: PLANSLAB THK.RE: ARCH. FOR WALL TYPE
RE: ARCH. FOR WALL TYPE
EXTERIOR FINISH -
RE: ARCH.
PT SLAB -RE: PLAN
FOR REINFORCING
ELEVATION
SEE PLAN
RE: PLANSLAB THK.SOFFIT DROP WHERE
SHOWN ON PLAN
PT SLAB -RE: PLAN
FOR REINFORCING
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
SD2-1
NORTH END
APARTMENTS
CARMEL, IN
609.003.20H
3/4" = 1'-0" 1 P.T. SLAB - TYPICAL DEFLECTION TRACK DETAIL
3/4" = 1'-0"2 EXTERIOR CONCRETE WALL & SHAFT
3/4" = 1'-0"3 EXTERIOR CONCRETE WALL & SHAFT AT PODIUM
3/4" = 1'-0"4 P.T. SLAB AT CONCRETE WALL & SHAFT
3/4" = 1'-0"5 P.T. SLAB AT CONCRETE WALL (T&B) AT SLAB EDGE
3/4" = 1'-0"6 P.T. SLAB AT CONCRETE WALL AT PODIUM
3/4" = 1'-0"7 P.T. SLAB AT CONCRETE WALL WITH PODIUM ON TOP
3/4" = 1'-0"8 P.T. SLAB AT CMU WALL & SHAFT
3/4" = 1'-0"12
P.T. SLAB AT EXTERIOR CONCRETE
COLUMN (T&B)3/4" = 1'-0"13 P.T. SLAB AT SLAB EDGE
3/4" = 1'-0"9 P.T. SLAB AT SOFFIT DROP
1
04/15/22