HomeMy WebLinkAboutS1-2B1-BUILDING A SECOND FLOOR SLAB FORMING PLAN- AREA BD D
12 16
E E
F F
G G
J J
K K
14
H H
1711 1810
156' - 8 5/8"30' - 1"19' - 8"24' - 8"26' - 0"26' - 0" 34' - 8 1/2"4' - 0" 5 1/4" 16' - 7 1/2" 5 1/4" 3' - 0" 10' - 0" 2' - 0" 10' - 0" 3' - 0" 5 1/4" 16' - 7 1/2" 5 1/4" 4' - 0"
1' - 8" 1' - 3" 32' - 7" 32' - 7" 1' - 3" 1' - 8"165' - 6 1/8"2' - 4"4' - 7 5/8"33' - 7 3/8"17' - 1"25' - 11"12' - 1"27' - 7" 11' - 8 1/2" 2' - 4 1/2" 9' - 0" 15' - 11 1/2"5' - 6 1/2"2' - 4"2' - 2"4' - 7 5/8"33' - 8 3/8"16' - 9"15' - 2 1/2"9' - 0" 2' - 4" 11' - 8 1/2" 28' - 11" 9' - 0" 15' - 8" 11' - 8 1/2" 9' - 2 1/2" 167' - 10 1/8"6' - 8 5/8"30' - 1"19' - 8"24' - 8"26' - 0" 26' - 0" 34' - 8 1/2" 1/4" SLOPE
1/2"
1/4" SLOPE
1/2"
1/4" SLOPE
1/2"
1/4" SLOPE
1/2"
1/2"
1/4" SLOPE
1/2"
1/4" SLOPE
1/2"
1/4" SLOPE
1/2"
1/2"
SLOPE
SLOPE1/2"1/2"1/4" SLOPE1/4" SLOPE1/2"1/4" SLOPE5' - 7 1/8"
ALL COLUMNS ARE C2
TYP. U.N.O.
T.O.C. = 864.06' = +14'-0"
VERIFY WITH ARCH.
ELEV SHAFT
STAIR SHAFT
9' - 7 7/8" 7' - 10"3' - 9 3/4" 8' - 6" 23' - 2 1/4"
3' - 2 1/2" 45' - 0" 18' - 10 1/2" 3' - 0 1/8"
F.D. SLOPESLOPE 1/2"12 1/2" THICK SLAB
TYP. U.N.O.
/1 S1 -2A1 /1 S1 -2A1
ISP ISP
4
5
6" 11' - 7" 1' - 2 1/8" 8' - 9 7/8"
1' - 1 1/8"
5 1/2"
4' - 0 3/8"6" 11' - 8 1/2"1' - 1 1/8"
1' - 1 1/8" 4' - 6"
1' - 1 1/8"4' - 6"
5' - 7 1/8"
2' - 6" 5' - 6 1/2"
3' - 9" 5' - 1 5/8"6"6"2' - 9"
1' - 6"
4' - 0 1/2"
5 1/2"
1' - 1 1/8"
4' - 6"
1' - 1 1/8"6" 11' - 8 1/2"4' - 0 1/2"
5 1/2"
1' - 1 1/8"1 1/2"12' - 1"4' - 6"
1' - 1 1/8"
7
SD2-1
.2' - 2 1/8"8' - 7 3/4"EP-1EP-1EP-1EP-1EP-1EP -1 EP-1 EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1 EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1 EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1 EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1 3
SD2-2
.
3
SD2-2
.
7
SD2-1
.
70' - 1 1/8"
6
SD2-1
.
18" THICK
DROPHEAD
6' - 0" 6' - 0" 6' - 0" 6' - 0"C1C1CRB-3
1' - 0"1' - 0"EP-1EP-11' - 0" EP-1EP-1 EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-19
SD2-3
15
SD2-2
9
SD2-3
9
SD2-3
9
SD2-3
9
SD2-3
15
SD2-2
15
SD2-2
15
SD2-2
15
SD2-2
15
SD2-2
8
SD2-3
8
SD2-3
11
SD2-3
11
SD2-3
6
SD2-1
.
6
SD2-1
.
8
SD2-3
8
SD2-3
12
SD2-3
.
490'-0"
1/2"SC#3" SOFFIT DROPSC#ISPHE P, ABDIRECTION
OF CABLE
LIVE ENDS
EQ EQ
EQ EQ
P.T. SLAB FORMING PLAN LEGEND
SLOPED OR DEPRESSED SLAB
CONCRETE WALL
CMU WALL
TOP OF CONCRETE RELATIVE TO F.F.E.
SLAB DROP / SLOPE
POUR STRIP
STEEL COLUMN RE: SCHEDULE
ON DRAWINGS.
SOFFIT DROP
F.D. FLOOR DRAIN - RE: ARCH. AND MEP
CONCRETE COLUMN
MASONRY
SW-1 SHEAR WALL RE: SHEAR WALL SCHED.
INTERMEDIATE STRESS POINT
DROPHEAD, RE: PT DECK SLAB
FORMING PLAN NOTES FOR
SIZE.
HOLDOWN LOCATION
RE: SHEARWALL PLAN
EMBED PLATE OR ANCHOR
BOLT TYPE RE: 36/SXXX
SUGGESTED
POUR
SEQUENCE
SUGGESTED
POUR
SEQUENCE
NUMBER
CABLE DEAD
ENDS
SLOPE / RAMP
SLAB SPAN DIRECTION
POST-TENSIONED BEAM -RE: SCHED.PTB -X
CONVENTIONALLY REINFOCED BEAM -RE: SCHED.CRB -X
CONCRETE COLUMN DOWN ONLY
1A
P.T. DECK SLAB FORMING PLAN NOTES
1. REFER TO ELEVATION SCHEDULE OR PLAN FOR FINISHED FLOOR
ELEVATION. VERIFY WITH ARCH.
2. ELEVATIONS SHOWN ARE WITH RESPECT TO FINISHED FLOOR
(0'-0") IN ELEVATION SCHEDULES.
3. CONFIRM TOP OF CONCRETE (T.O.C.) WITH ARCHITECT.
4. ALL PENETRATIONS SHALL BE SLEEVED AND PERPENDICULAR
TO SURFACE OF SLAB.
5. UNDIMENSIONED OPENINGS ARE TO BE COORDINATED WITH
ARCHITECT/MEP.
6. CONTRACTOR MAY ADD CONSTRUCTION JOINTS IN SLAB AT
LOCATIONS APPROVED BY ENGINEER OF RECORD. CONTRACTOR
SHALL SUBMIT PROPOSED JOINT LOCATIONS FOR ARCHITECT /
ENGINEER REVIEW. CONSTRUCTION JOINTS SHALL BE PLACED
IN LOCATIONS WHERE TENDON ORDINATES ARE IN THE MIDDLE
OF SLAB. TENDONS SHALL BE STRESSED WITH INTERMEDIATE
STRESSING POINTS AFTER EACH POUR.
7. CONTRACTOR SHALL VERIFY ALL SLAB DIMENSIONS, DROPS,
AND SLOPES PRIOR TO THE PLACEMENT OF CONCRETE. ANY
DISCREPANCY BETWEEN THESE PLANS AND ARCHITECTURAL
PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER OF RECORD IMMEDIATELY.
8. RE: PLANS & DETAILS FOR EMBED AND ANCHORAGE TO PODIUM
DECK. IN NO CASE MAY EPOXY ANCHORS BE USED TO ANCHOR
TO DECK. ALL ANCHORAGE SHALL BE COMPLETED UTILIZING WET
SET BOLTS, EMBED PLATES OR PAF'S WITH EMBEDMENT ≤1.5".
9. LOCATION OF NON STRUCTURAL WALLS AND OTHER NON
STRUCTURAL ITEMS ARE FOR INFORMATIONAL PURPOSES ONLY
AND SHALL BE VERIFY WITH ARCHITECT.
10. SOME CRACKING CAN BE EXPECTED IN SLABS AND WALLS. ALL
CRACKS SHALL BE EPOXY INJECTED.
11. CONTRACTOR SHALL SUBMIT FOR A/E REVIEW A PENETRATION
PLAN SHOWING ALL SLEEVED AND FORMED SLAB OPENINGS.
PLAN SHALL BE SUBMITTED THREE WEEKS PRIOR TO PLACING
CONCRETE. CHANGES TO SLAB DESIGN INCLUDING MILD,
POST-TENSION AND SHEAR REINFORCEMENT MAY BE
REQUIRED TO ACCOMMODATE OPENINGS TO NO ADDITIONAL
COST TO OWNER.
12. ANY OTHER PENETRATIONS OTHER THAN SHOWN ON THIS PLAN
MUST BE APRPROVED BY E.O.R. PRIOR TO POURING SLAB AND
MAY AFFECT PRICE ( TYP.)
13. POUR STRIPS SHALL NOT BE CONSTRUCTED AND SLIP JOINTS
NOT GROUTED FOR 28 DAYS AFTER TENDONS ARE PULLED.
14. TOP OF SLAB SLOPES. BOTTOM OF SLAB REMAINS FLAT (TYP.)
15. BLDG A LEVEL-1(OFFICE AREA): 9" THICK SLAB
BLDG A LEVEL-2 AREA-A (PODIUM SLAB): 10" THICK TYP. U.N.O.
BLDG A LEVEL-2 AREA-B (PODIUM SLAB): 12 1/2" THICK
BLDG B LEVEL-1(PODIUM SLAB): 12" THICK
THICK 2-WAY P.T. SLAB RE: REINFORCEMENT PLAN AND
STANDARD DETAILS FOR REINFORCEMENT.
16. THIS FLOOR RELIEVES BRICK.
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
As indicated
SECOND
FLOOR SLAB
FORMING
PLAN-BLDG
A-AREA B
S1-2B1
NORTH END
APARTMENTS
CARMEL, IN
609.003.20H
1/8" = 1'-0"1 SLAB FORMING PLAN - BLDG A SECOND FLOOR - AREA B
NOTE: MEP PENETRATIONS HAVE NOT
BEEN INCORPORATED IN THE DESIGN
AND WILL AFFECT PRICING.
1
04/15/22