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Home My WebLink AboutS1-2A1-BUILDING A SECOND FLOOR SLAB FORMING PLAN- AREA AA A B B C C D D 1 1 3 4 4 5 5 6 6 7 7 8 8 9 9 12 12 13 16 16 C.9 A.1 A.2 2.9 2 2 15 15 5' - 0 7/8" 3' - 3" 6' - 0"6' - 11 7/8" 15' - 7" 15' - 6" 29' - 6" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 18' - 0" 18' - 0" 45' - 0" 18' - 10 1/2" 3' - 0 1/8"3' - 7"2' - 5" 15' - 7" 27' - 10"15' - 5"2' - 7" 3' - 7"71' - 0"4' - 6 3/8" 33' - 7 7/8" 16' - 0 1/2" 27' - 7 1/2" 12' - 1" 25' - 11" 12' - 1" 25' - 11" 12' - 1" 25' - 11" 12' - 1" 4' - 0" 6"16' - 6" 6" 3' - 0" 10' - 0" 2' - 0" 10' - 0" 3' - 0" 6" 16' - 6" 6" 4' - 0" 278' - 11 3/8"18' - 0" 27' - 10" 13' - 10" 4' - 2"4' - 3 7/8" 4' - 6 3/8" 4' - 6 3/8" 33' - 7 7/8" 16' - 0 1/2" 26' - 6" 12' - 1" 25' - 11" 12' - 1" 25' - 11" 12' - 1" 15' - 3" 9' - 0" 15' - 9 1/2" 69' - 7 1/8"33' - 7 7/8" 17' - 1" 26' - 7 1/2"4' - 0"6" 16' - 6"6" 3' - 0" 10' - 0" 2' - 0" 10' - 0" 3' - 0"6" 16' - 6" 6"4' - 0"1/2"1/4" SLOPE1/2"1/4" SLOPE1/2"1/4" SLOPE1/2"1/4" SLOPE1/2"1/4" SLOPE1/2"1/4" SLOPE1/2"1/4" SLOPE1/2"1/4" SLOPE 1/2" 278' - 5 3/8" SLOPE ALL COLUMNS ARE C1 TYP. U.N.O. T.O.C. = 864.06' = +14'-0" VERIFY WITH ARCH. ELEV SHAFTSTAIR SHAFT STAIR SHAFT SLOPE1/2"1/2"1/4" SLOPE1/2"1/4" SLOPE1/2"1/4" SLOPE1/2"1/4" SLOPE1/2" 1/4" SLOPE 1/2" 1/4" SLOPE 6' - 11 7/8" 15' - 7" 18' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 27' - 0" 18' - 0" 18' - 0" 18' - 0" 27' - 0" 18' - 10 1/2" 3' - 6"2' - 0"4' - 6 3/8" 6 3/8" 6 3/8" 5' - 0 7/8" 6' - 0" 10' - 0 5/8" 8' - 9 7/8" 8" 8' - 6" 16' - 11 1/2" 6 3/8" 7' - 3 5/8"1' - 0" 4' - 6"1' - 0" 4' - 6"1' - 0" 4' - 6"5' - 6"5' - 6"5' - 6"11 7/8" 5' - 6"1' - 0" 4' - 6"4' - 6 3/8" 6 1/2" 6 1/2"5' - 0 7/8"4' - 6 3/8" 6 1/2"5' - 0 7/8"8' - 0" 1' - 7"3' - 9"2' - 6"4' - 6" 1' - 0"5' - 6"4' - 6"1' - 0"5' - 6"4' - 6"1' - 0"1' - 0"5 1/2"4' - 0 1/2"10' - 10" 1' - 3"5' - 6 1/2"4' - 6" 1/2"1/4" SLOPE4 1/2"2' - 10"8' - 10 1/2" 1' - 2 1/8" 1' - 1 1/8"5' - 6"5' - 6"F.D. 10" THICK SLAB TYP. U.N.O.ISPISP3 4SLOPESLOPE 1/2"12 1/2" THICK SLAB10" THICK SLAB 2' - 4"6' - 0" 6' - 0"12 1/2" THICK SLAB10" THICK SLAB 2 1/2" SOFFIT DROP2 1/2" SOFFIT DROP2 1/2" SOFFIT DROP /1 S1 -2B1 /1 S1 -2B1EP-16" 11' - 7" 1' - 2 1/8" 8' - 9 7/8" 15 SD2-2 8 SD2-3 9 SD2-3 10 SD2-3 11 SD2-3 10 SD2-3 9 SD2-3EP-1 EP-1 EP-1EP-1EP-1EP-1EP-1EP-1EP-1 EP-1EP-1EP-1EP-1EP-1EP-1 EP-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-1 EP-1EP-1EP-1EP-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-1EP-1EP-1EP-1EP-1EP-1EP-1EP -1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1 EP-1 EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-1EP-13 SD2-2 . 3 SD2-2 . 6 SD2-1 . 3 SD2-1 . 6 SD2-1 . 8 SD2-2 . 6 SD2-1 . 9 SD2-1 .C1C1EP-1 CRB-3 1' - 0" 1' - 0"1' - 0"1' - 0"EP-1EP-1EP-1EP-1EP-1EP-1 EP-16 SD2-1 . 6 SD2-1 . 15 SD2-2 15 SD2-2 9 SD2-3 11 SD2-3 11 SD2-3 8 SD2-3 9 SD2-3 15 SD2-2 15 SD2-2 11 SD2-3 6 SD2-1 . 9 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 A S1-2A1 NORTH END APARTMENTS CARMEL, IN 609.003.20H 1/8" = 1'-0"1 SLAB FORMING PLAN - BLDG A SECOND FLOOR - AREA A NOTE: MEP PENETRATIONS HAVE NOT BEEN INCORPORATED IN THE DESIGN AND WILL AFFECT PRICING. 1 04/15/22