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Home My WebLink AboutS1-2A3-BUILDING A SECOND FLOOR MILD REINFORCEMENT PLAN- AREA ASUGGESTED STRESSING END 30k/ Ft BAR LENGTH NOT INCLUDING HOOK STANDARD ACI 90° HOOK TYPICAL AT ALL END SPANS AND WHERE SHOWN ON PLAN. BOTTOM STEEL 8~#5 X 20'-0" BTM. BAR SIZE BAR LENGTH NOT INCLUDING HOOK HOOK ONLY IF SHOWN ON PLAN BAR LOC'N, TOP U.N.O. BOTTOM ON PLAN EFFECTIVE FORCE PER FOOT AFTER ALL LOSSES (CALCULATED BY TENDON SUPPLIER) (TYP. BETWEEN ARROWS) SUGGESTED STRESSING END SUGGESTED DEAD END Fe=300k SUGGESTED DEAD END ELEVATED P/T REINFORCING PLAN LEGEND BANDED TENDONS DISTRIBUTED TENDONS EFFECTIVE FORCE AFTER ALL LOSSES (CALCULATED BY TENDON SUPPLIER) TENDON ORDINATE AT COLUMN GRID OR MID-SPAN ONLY. ORDINATES ARE RELATIVE TO BOTTOM OF SLAB TYP. EXCEPT FOR BANDED TENDONS AT COLUMN LOCATIONS ORDINATES ARE RELATIVE TO BOTTOM OF DROP HEAD. U.N.O. WHERE SLAB THICKENS, TENDON ORDINATES ARE RELATIVE TO BOTTOM OF THICKENED SLAB AND SOFFIT DROPS, ETC, U.N.O. ON PLAN. NOTES: 1. TENDONS LESS THAN 140' MAY BE STRESSED FROM ONE END. U.N.O. 2. TENDONS OVER 140' SHALL BE STRESSED FROM BOTH ENDS. U.N.O. 3. ALL REINFORCEMENT IS TOP STEEL UNLESS NOTE OTHERWISE. TENDON ORDINATES NOTED ** ARE RELATIVE TO BOTTOM OF BEAM. TOP STEEL 8~#5 X 20'-0" BAR QUANTITY BAR SIZE BAR QUANTITY 15.0** 1.75 ELEVATED P/T REINFORCING PLAN NOTES 1. REFER TO SLAB FORMING PLAN FOR FORMING DIMENSIONS, DROPS, SLOPES AND DROP HEAD SIZES. 2. REFER TO STANDARDS FOR POST-TENSIONED DECK PLACING DIAGRAM. 3. BOTTOM MAT OF STEEL SHALL BE #4 @ 24" O.C. EACH WAY. FOR BUILDING-A LEVEL 2 SLAB AND BUILDING-B LEVEL-1 PODIUM SLAB. 4. ANY PROPOSED CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON PLAN SHALL BE SUBMITTED TO ENGINEER FOR REVIEW. 5. COORDINATE WITH MEP/ARCHITECT FOR EMBEDDED ITEMS. 6. PLACE A MINIMUM OF 2 TENDONS OVER EACH COLUMN. 7. TENDONS SHALL BE AT SLAB MID HEIGHT AT ENDS OF CANTILEVERS AND EDGES OF SLAB, U.N.O. ON PLAN. 8. MAXIMUM TENDON PROFILES SHALL BE PROVIDED AT COLUMN CENTERLINES AND MINIMUM AT MID-SPAN (SHOWN ON PLANS). 9. ALL TENDON PROFILES ARE PARABOLIC. 10. ALL TOP AND BOTTOM STEEL SHALL BE CENTERED ON GRID LINE AND RUN FROM COLUMN TO COLUMN U.N.O. 11. PROVIDE ADDITIONAL HOLDOWN REINFORCEMENT 5~#7X14'-0" TOP & BOTTOM EACH WAY, CENTERED UNDER H3, H4 AND H5 HOLDOWNS TYP. 12. ALL MILD-STEEL REINFORCING SHALL BE PLACED AT TOP UNLESS NOTED BOTTOM ON PLAN. A A B B C C D D 1 1 3 4 4 5 5 6 6 7 7 8 8 9 9 12 13 16 C.9 A.1 A.2 14 2.9 1711 2 2 15 15 13' - 0"13' - 0"13' - 0"10' - 6"10' - 6"10' - 6"13' - 6" 14' - 4 1/2"#5x16'0"@12"(T)#5x16'0"@12"(T)5~#5x32'0"(T)5~#5x37'0"(T)5~#5x37'0"(T)5~#5x32'0"(T)5~#5x32'0"(T)5~#5x37'0"(T)5~#5x32'0"(T)5~#5x37'0"(T)10~#5x32'0"(T)10~#5x33'0"(T)10~#5x32'0"(T)10~#5x32'0"(T)5~#5x32'0"(T)5~#5x33'0"(T)5~#5x32'0"(T)5~#5x33'0"(T)10~#5x32'0"(T)10~#5x28'0"(T)10~#5x32'0"(T)10~#5x32'0"(T)10~#5x32'0"(T)10~#5x32'0"(T)14~#5x32'0"(T)10~#5x32'0"(T)5~#5x33'0"(T)5~#5x32'0"(T)10~#5x32'0"(T)5~#5x32'0"(T)5~#5x33'0"(T)5~#5x32'0"(T)14~#5x20'0"(T)14~#5x20'0"(T)14~#5x20'0"(T)10~#5x18'0"(T)5~#5 x FULL LENGTH (T &5~#6 x FULL LENGTH (B)6~#6x19'0"(B)6~#6x19'0"(B)6~#6x19'0"(B)6~#5x24'0"(T) 6~#5x29'0"(T) 6~#5x24'0"(T) 6~#5x29'0"(T) 12~#5x8'0"(T) 12~#5x8'0"(T) 12~#5x8'0"(T) 12~#5x24'0"(T) 12~#5x20'0"(T) 6~#5x24'0"(T) 6~#5x29'0"(T) 12~#5x17'0"(T) 12~#5x20'0"(T) 12~#5x20'0"(T) 12~#5x20'0"(T) 12~#5x20'0"(T) 12~#5x20'0"(T) 12~#5x20'0"(T) 12~#5x17'0"(T) 12~#5x14'0"(T) 12~#5x14'0"(T)12~#5x17'0"(T)12~#5x20'0"(T) 12~#5x20'0"(T) 12~#5x20'0"(T) 12~#5x20'0"(T) 12~#5x8'0"(T) 12~#5x20'0"(T)12~#5x20'0"(T) 12~#5x17'0"(T) 12~#5x14'0"(T) 12~#5x17'0"(T)12~#5x24'0"(T) 12~#5x17'0"(T)12~#5x24'0"(T)10~#5x18'0"(T)12~#5x17'0"(T) 12~#5x14'0"(T) 6~#5x10'0"(T) 6~#5x10'0"(T) 12~#5x10'0"(T)12~#5x18'0"(T)12~#5x17'0"(T)12~#5x14'0"(T) 12~#5x10'0"(T)14~#5x8'0"(T)12~#5x14'0"(T) 12~#5x10'0"(T) 12~#5x18'0"(T) 1 2 ~#5 x 17 '0 "(T ) 12~#5x14'0"(T) 12~#5x14'0"(T) 9' - 8" 9' - 8" 9' - 8" 10' - 4" 12~#5x17'0"(T)6~#5x24'0 "(T)6~#5x14'0"(T) #5x14'0"@ 12" O.C.(T)16 ' - 6"1 6' - 6 " #5x14'0"@ 12" O.C.(T) 10' - 4" 10' - 4" 10' - 0" 12~#5x20'0"(T)12~#5x20'0"(T) 12~#5x20'0"(T) 6~#6x14'0"(B) 6~#6x14'0"(B) 6~#6x14'0"(B) 6~#6x14'0"(B) 3~#6x13'0"(B) 3~#6x13'0"(B) 12~#5x17'0"(T) 10~#5x10'0"(T)10~#5x18'0"(T)5~#5x33'0"(T)5~#5x32'0"(T)5~#5 x FULL LENGTH (T &5~#6 x FULL LENGTH (B)ISPISP/ 1 S1 -2B3 /1 S1 -2B3 BOTTOM MAT: #4 @ 24" O.C. EA. WAY BOTTOM. THROUGHOUT THE SLAB TYP. SR-1 SR-1 SR-1 SR-1 SR-1 SR-1 SR-1 SR-1 SR-1 SR-1 SR-1 SR-1SR-1 SR-1SR-1SR-1 SR-1 SR-1 SR-1 SR-1 SR-3 SR-3 SR-3 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-2 SR-5 SR-5 SR-2SR-4 9' - 2"12~#5x30'0" 12~#5x17'0"(T) 10' - 4" 10' - 0" 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 MILD REINFORCEMENT PLAN-BLDG A-AREA A S1-2A3 NORTH END APARTMENTS CARMEL, IN 609.003.20H 1/8" = 1'-0"1 SECOND FLOOR MILD REINFORCEMENT PLAN-BLDG A-AREA A NOTE: PROVIDE ADDITIONAL 6#5 CHORD STEEL CONT. FULL LENGTH WITH CLASS "B" SPLICE THROUGHOUT THE PERIMETER OF THE ENTIRE SLAB TYP. NOTE: ALL TOP REBAR AT DISCONTINUED SLAB EDGE SHALL HAVE STD ACI 90 DEGREE HOOK. TYP 1" = 60'-0"2 BUILDING A - OVERALL - CHORD STEEL PLACING DIAGRAM 1 04/15/22