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HomeMy WebLinkAboutS355 - CONCRETE BEAM SCHEDULES AND DETAILSPOST-TENSIONED CONCRETE BEAM SCHEDULE NOTES: 1. CONCRETE 28 DAY COMPRESSION STRENGTH SEE CONCRETE MIX SCHEDULE ON DESIGN INFORMATION SHEET. 2. SEE TYPICAL DETAILS ON S359 FOR DETAILING OF BEAM REINFORCEMENT. 3. WHERE BEAM REINFORCEMENT IS IN MULTIPLE LAYERS, PROVIDE #11 SPACER BARS AT 6'-0" SPACING. POSITION UPPER LAYERS DIRECTLY ABOVE BARS IN LAYER BELOW. 4. HORIZONTALLY ADJUST POSITION OF BEAM REINFORCEMENT AS REQUIRED TO AVOID INTERFERENCE WITH COLUMN VERTICAL REINFORCEMENT. 5. CONSTRUCTION JOINTS ARE NOT ALLOWED IN POST-TENSIONED BEAMS. 6. SEE DRAWINGS S001 THRU S004 FOR CONCRETE SCHEDULE AND GENERAL NOTES PERTAINING TO CONCRETE, POST-TENSIONED CONCRETE, AND REINFORCING STEEL. 7. SEE DETAIL 10/S359 FOR REINFORCEMENT REQUIRED AT BEAM PT ANCHORS. 8. BEAMS SHALL BE READ FROM LEFT TO RIGHT FOR MILD REINFORCEMENT UNLESS NOTED OTHERWISE. 9. PROVIDE ADDITIONAL STIRRUPS AT 4'-0" O.C. FOR ENTIRE BEAM LENGTH TO FACILITATE INSTALLATION OF #4 TENDON SUPPORT BARS. 10. SEE LAP SPLICE SCHEDULE ON S003. 11. SHOP BEND ALL BEAM TOP REINFORCEMENT TO FOLLOW CHANGE IN BEAM ELEVATIONS. 12. SEE DETAIL 7 & 8/S361 FOR FORMWORK AND REINFORCEMENT DETAILING REQUIREMENTS FOR RAMP BEAMS. 13. SEE REINFORCING STEEL NOTE 9 ON S002 FOR EPOXY-COATED REINFORCING STEEL REQUIREMENTS. INDICATES NOTE FOUND IN SCHEDULE TYPE 2 TYPE 4 TYPE 6 TYPE 2C TYPE 4C TYPE 6C STIRRUP NOTES 1. PROVIDE STIRRUP CAPS AT 3'-0" OC ALONG BEAM LENGTH FOR BEAMS WITH TYPE STIRRUPS (TYPE 2, TYPE 4, TYPE 6) FOR SUPPORT OF LONGITUDINAL REINFORCEMENT. 2. PROVIDE (4) #5 SPACER BARS WHERE TYPE 4 (4-LEG) OR TYPE 6 (6-LEG) STIRRUPS ARE REQUIRED. 90-135 STIRRUP CAP TYP AT TYPE 'C' STIRRUPS (MATCH STIRRUP SPACING) 90-90 STIRRUP CAP (SEE NOTE 1) TYPES 2U SEE NOTE 2 TYP2'-0" LAPTYPE 2A TYPE 4A CONCRETE BEAM SCHEDULE NOTES: 1. CONCRETE 28 DAY COMPRESSIVE STRENGTH: SEE CONCRETE MIX SCHEDULE ON DESIGN INFORMATION SHEET 2. REINFORCING STEEL: GRADE 60 3. SEE TYPICAL BEAM REINFORCMENT DETAIL FOR INFORMATION REGARDING DETAILING OF BEAM REINFORCEMENT. 4. SEE TYPICAL SPANDREL BEAM REINFORCMENT DETAILS FOR ADDITIONAL INFORMATION FOR THOSE BEAMS DESIGNATED AS "SPANDREL BEAM" IN THE REMARKS COLUMN OF THE SCHEDULE. 5. SEE TYPICAL BEAM PERPENDICULAR AND PARALLEL TO SLAB SPAN DETAILS FOR INFORMATION REGARDING POSITIONING OF BEAM REINFORCEMENT. 6. SEE DESIGN INFORMATION DRAWING FOR TENSION LAP SPLICES FOR BEAM REINFORCEMENT. 7. WHERE TOP OR BOTTOM REINFORCEMENT IS IN MULTIPLE LAYERS, PROVIDE #11 SPACER BARS AT 6'-0" SPACING. POSITION BARS IN UPPER LAYERS DIRECTLY ABOVE BARS IN LAYER BELOW. 8. WHERE TOP LEFT AND TOP RIGHT REINFORCEMENT IS SHOWN LAPPED AT MIDSPAN IN THE SCHEDULE, EXTEND ONE-HALF THE BEAM TOP REINFORCEMENT (2 BARS MINIMUM/4 BARS MAXIMUM) TO MIDSPAN AND SPLICE WITH TYPE III TENSION LAP SPLICES. POSITION THE SPLICED BARS ONE ON TOP OF THE OTHER, NOT SIDE BY SIDE. 9. SIDE REINFORCEMENT: SPLICE AT MIDSPAN WITH TYPE III TENSION LAP SPLICES. EXTEND AT END SUPPORTS AND PROVIDE STANDARD 90 DEGREE HOOKS (2" END CLEARANCE). SPACE UNIFORMLY BETWEEN TOP AND BOTTOM BEAM REINFORCEMENT. 10. TO FACILITATE INSTALLATION OF REINFORCING STEEL IN SINGLE SPAN BEAMS, DO NOT PROVIDE LONGITUDINAL BARS WITH HOOKS AT BOTH ENDS. INSTEAD, PROVIDE TWO BARS, EACH WITH A HOOK AT ONE END. SPLICE TOP AND SIDE BARS AT MIDSPAN AND BOTTOM BARS AT THE SUPPORT. PROVIDE TYPE III TENSION LAP SPLICES FOR TOP BARS AND TYPE II TENSION LAP SPLICES FOR SIDE AND BOTTOM BARS. 11. ADJUST POSITIONING OF BEAM REINFORCEMENT AS REQUIRED TO AVOID INTERFERENCE WITH COLUMN VERTICAL REINFORCEMENT. 12. BEAM DEPTHS MAY BE ADJUSTED +1/4 INCH TO ACCOMMODATE FORMWORK REQUIREMENTS. 13. SEE TYPICAL BEAM CONSTRUCTION JOINT DETAIL AND DIVISION 3, CAST-IN- PLACE CONCRETE OF THE PROJECT MANUAL FOR INFORMATION REGARDING CONSTRUCTION JOINTS IN BEAMS. 14. SEE S00X SERIES DRAWINGS FOR CONCRETE SCHEDULE AND GENERAL NOTES PERTAINING TO CONCRETE AND REINFORCING STEEL. 15. THE DESIGNATED CONCRETE BEAM SIZE (W"xD") REPRESENTS THE DIMENSIONS FROM WHICH THE BEAM REINFORCING STEEL CAGE SHOULD BE DETAILED AND FABRICATED. ACTUAL PHYSICAL DIMENSIONS OF THE CONCRETE BEAM SECTION MAY VARY SLIGHTLY FROM THE DESIGNATED SIZE IN SOME LOCATIONS. BEAM ELEVATIONS SUPPORT CENTERLINESTYPE A B C D E F G H THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:20:02 PMS355 CONCRETE BEAM SCHEDULES AND DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONPOST-TENSIONED CONCRETE BEAM SCHEDULE - PODIUM GG BEAM TYPE SIZE MIN EFF PRESTRESS FORCE (KIPS) BOTT OF BEAM TO CL OF TENDON LONGITUDINAL REINFORCING STIRRUPS REMARKSB H A/A1 B C/C1 TOP BOTTOM SIDE BARS (1/2 EF)SIZE SPACING STIRRUP DIAGRA MA B C D E F G H PB100 1 48" 24" 756 12 3 21 7-#9 5-#7 7-#9 - 5-#7 5-#9 5-#7 - - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A EXTEND (4) TOP BARS 5 FT INTO SLAB PAST GRID LINE K INTO SLAB PB101 1 48" 24" 756 10 3 21/17 5-#9 5-#7 5-#9 - 5-#7 5-#9 5-#7 - - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A EXTEND (4) TOP BARS 5 FT PAST END OF CANTILEVER INTO SLAB PB102 1 48" 26" 540 20/18 3 23/18 5-#9 5-#7 5-#9 - 5-#7 5-#9 5-#7 - - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A PB103 2L 48" 26" 540 20 3 20 5-#9 5-#7 7-#9 - 7-#7 5-#9 7-#7 - - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A PB104 2R 48" 26" 540 14 - 20 - 7-#9 7-#9 7-#9 - 7-#7 7-#7 7-#7 - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A CONTINUE BARS TO WALL - NO LAP SPLICE UNLESS NECCESSARY; NO MID SPAN DRAPE, DRAPE PER CANTILEVER DETAIL PB105 2L 48" 26" 216 20/11 6 20 5-#9 5-#7 5-#9 - 5-#7 5-#9 5-#9 - -#4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A PB106 2R 48" 26" 216 20.5 14 20 - 5-#7 5-#9 5-#9 - 5-#9 5-#9 5-#9 -#4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A PB107 2L 42" 26" 513 20 3 19 6-#9 6-#7 10-#11 - 7-#7 7-#9 7-#7 - - #4 1 @ 2", 10 @ 4", 10 @ 6", BALANCE AT 12" 4A EXTEND (4) TOP BARS 5 FT INTO SLAB PAST GRID LINE 12; 216k FROM SLAB PB108 2R 42" 26" 513 18/11 3 19 - 6-#7 10-#11 6-#9 - 7-#9 7-#7 7-#7 - #4 1 @ 2", 10 @ 4", 10 @ 6", BALANCE AT 12" 4A PB109 2L 48" 26" 594 20 - 23 7-#9 7-#9 10-#11 - 7-#7 7-#7 7-#9 - - #4 1 @ 2", 10 @ 4", 10 @ 6", BALANCE AT 12" 4A CONTINUE BARS TO WALL - NO LAP SPLICE UNLESS NECCESSARY; NO MID SPAN DRAPE, DRAPE PER CANTILEVER DETAIL PB110 3 48" 26" 891 - 10 23 - 8-#7 10-#11 - - 7-#9 7-#9 - - #4 1 @ 2", 10 @ 4", 10 @ 6", BALANCE AT 12" 4A 297k FROM SLAB PB111 2R 48" 26" 891 15 3 23 - 8-#7 10-#11 7-#9 - 7-#9 7-#9 7-#9 - #4 1 @ 2", 10 @ 4", 10 @ 6", BALANCE AT 12" 4A PB112 2L 48" 26" 756 20 - 23 7-#9 7-#9 10-#11 - 7-#7 7-#7 7-#9 - - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A CONTINUE BARS TO WALL - NO LAP SPLICE UNLESS NECCESSARY; NO MID SPAN DRAPE, DRAPE PER CANTILEVER DETAIL PB113 3 48" 26" 756 - 3 23 - 8-#7 10-#11 - - 7-#9 7-#9 - - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A PB114 2R 48" 26" 756 15 3 23 - 8-#7 10-#11 7-#9 - 7-#9 7-#9 7-#9 - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A PB115 2L 39" 27" 864 24/13.5 3 24 5-#9 8-#7 8-#11 - 5-#7 7-#9 5-#7 - - #4 1 @ 2", 10 @ 4", 10 @ 6", BALANCE AT 12" 4A PB116 2R 39" 27" 864 12.5/11.5 8 24 - 8-#7 8-#11 5-#9 - 7-#9 5-#7 5-#7 - #4 1 @ 2", 10 @ 4", 10 @ 6", BALANCE AT 12" 4A PB117 2L 48" 26" 756 23/14 3 23 7-#9 8-#7 10-#11 - 7-#9 7-#9 7-#9 - - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A PB118 2L 48" 26" 891 23/14 10 23 7-#9 8-#7 10-#11 - 7-#9 7-#9 7-#9 - - #4 1 @ 2", 10 @ 4", 10 @ 6", BALANCE AT 12" 4A PB119 2L 42" 26" 513 23/14 3 19 6-#9 6-#7 10-#11 - 7-#7 7-#9 7-#7 - - #4 1 @ 2", 10 @ 4", 10 @ 6", BALANCE AT 12" 4A PB120 2R 42" 26" 513 18/11 3 19 - 6-#7 10-#11 6-#9 - 7-#9 7-#7 7-#7 - #4 1 @ 2", 10 @ 4", 10 @ 6", BALANCE AT 12" 4A PB121 2L 36" 26" 324 13 - 23 4-#9 4-#9 4-#9 - 4-#9 4-#9 4-#9 - - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A CONTINUE BARS TO WALL - NO LAP SPLICE UNLESS NECCESSARY; NO MID SPAN DRAPE, DRAPE PER CANTILEVER DETAIL PB122 2R 36" 26" 324 20 3 23 - 4-#9 4-#9 4-#9 - 4-#9 4-#9 4-#9 - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A PB123 1 36" 24" 702 20 3 19 5-#9 7-#7 5-#9 - 7-#7 7-#9 7-#7 - - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 4A EXTEND (4) TOP BARS 5 FT INTO SLAB PAST GRID LINE H & E CONCRETE BEAM SCHEDULE BEAM MARK SIZE LONGITUDINAL REINFORCING STIRRUPS BEAM ELEVATION TYPE REMARKSB H TOP SIDE BARS (1/2 EF)SIZE SPACING TYPELEFT BOTTO M RIGHT GB1 12" 18" 3-#7 3-#7 3-#7 (2)-#5 #4 3 @2, BAL AT 6" 2C E DRAPE (2) TENDONS AT CGS = 4.5" FROM BOTTOM OF BEAM AT MID-SPAN GB2 16" 18" 3-#9 3-#9 3-#9 (2)-#5 #4 3 @2, BAL AT 6" 2C E DRAPE (2) TENDONS AT CGS = 4.5" FROM BOTTOM OF BEAM AT MID-SPAN GB3 16" 18" 4-#9 4-#9 4-#9 (2)-#5 #4 3 @2, BAL AT 6" 2C E DRAPE (2) TENDONS AT CGS = 4.5" FROM BOTTOM OF BEAM AT MID-SPAN POST-TENSIONED CONCRETE BEAM SCHEDULE - GARAGE BEAM MARK BEAM TYPE SIZE MIN EFF PRESTRESS FORCE (KIPS) BOTT OF BEAM TO CL OF TENDON LONGITUDINAL REINFORCING STIRRUPS REMARKSB H A B C TOP BOTTOM SIDE BARS (1/2 EF)SIZE SPACING STIRRUP DIAGRAMA B C D E F G H GPB1 2L 16" 40" 270 20 12 37 3-#7 3-#7 3-#7 - 3-#7 3-#7 3-#7 - 12-#5 #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2U UPTURNED GPB2 2R 16" 40" 270 20 4.5 37 - 3-#7 3-#7 3-#7 - 3-#7 3-#7 3-#7 12-#5 #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2U UPTURNED GPB3 1 16" 36" 189 22 4.5 22 4-#8 3-#6 4-#8 - 4-#7 4-#7 4-#7 - - #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2U GPB4 2L 16" 36" 378 25.5 4.5 33 4-#8 3-#6 4-#8 - 4-#7 4-#7 4-#7 - -#4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2A GPB5 3 16" 36" 378 - 4.5 33 - 3-#6 4-#8 - - 4-#7 4-#7 - - #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2A GPB6 2R 16" 36" 378 25.5 4.5 33 - 3-#6 4-#8 4-#8 - 4-#7 4-#7 4-#7 -#4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2A GPB7 2L 16" 36" 405 25.5 4.5 33 4-#8 3-#6 4-#8 - 4-#7 4-#7 4-#7 - -#4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2A GPB8 3 16" 36" 405 - 4.5 33 - 3-#6 4-#8 - - - 4-#7 - - #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2A GPB9 3 16" 36" 216 - 20 33 - 3-#6 4-#10 - - - 4-#7 - - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 2A GPB10 2R 16" 30" 216 20 9 33 - 3-#6 4-#10 4-#8 - - 4-#7 4-#7 - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 2A GPB11 2L 16" 40" 270 20 20 37 3-#7 3-#7 3-#7 - 3-#7 3-#7 3-#7 - 12-#5 #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2U UPTURNED GPB12 2L 16" 36" 567 25.5 4.5 33 4-#8 3-#6 4-#10 - 4-#7 4-#7 4-#7 - - #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2A GPB13 2R 16" 36" 216 25.5 15 33 - 3-#6 4-#10 4-#8 - - 4-#7 4-#7 - #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2A GPB14 1 16" 30" 216 20 4.5 20 4-#8 3-#6 4-#8 - 4-#7 3-#9 4-#7 - - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 2A GPB15 2L 12" 18" 81 15 15 15 3-#7 3-#7 3-#7 - 3-#7 3-#7 3-#7 - 4-#5 #4 3 @2, BAL AT 6" 2U GPB16 3 12" 18" 81 - 6 15 - 3-#7 3-#7 - - - 3-#7 - 4-#5 #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2U GPB17 2R 12" 18" 81 15 15 15 - 3-#7 3-#7 3-#7 - - - 3-#7 4-#5 #4 3 @2, BAL AT 6" 2U GPB19 2L 16" 36" 270 22 12 33 4-#8 3-#6 4-#10 - 4-#7 4-#7 4-#7 - 8-#5 #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2U GPB20 2R 16" 36" 270 22 4.5 33 - 3-#6 4-#10 4-#8 - - 4-#7 4-#7 8-#5 #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2U GPB22 3 16" 36" 270 - 4.5 33 - 3-#6 4-#10 - - - 4-#7 - 8-#5 #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2U GPB24 2L 16" 36" 459 25.5 4.5 33 4-#8 3-#6 4-#10 - 4-#7 4-#7 4-#7 - - #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2A GPB25 3 16" 36" 432 - 4.5 33 - 3-#6 4-#10 - - - 4-#7 - - #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2A GPB26 2R 16" 36" 432 25.5 4.5 33 - 3-#6 4-#10 4-#8 - - 4-#7 4-#7 - #4 3 @ 2", 8 @ 6", 8@12",BAL AT 16" 2A GPB28 2R 16" 30" 216 19 12 33 - 3-#6 4-#10 4-#8 - - 4-#7 4-#7 2-#5 #4 1 @ 2", 10 @ 6", BALANCE AT 12" 2U GPB29 2R 16" 36" 243 25.5 15 33 - 3-#6 4-#10 4-#8 - - 4-#7 - - #4 1 @ 2", 10 @ 6", BALANCE AT 12" 2A GPB31 2L 16" 36" 270 22 20 33 4-#8 3-#6 4-#10 - 4-#7 4-#7 4-#7 - 8-#5 #4 1 @ 2", 10 @ 6", BALANCE AT 12" 2U GPB32 2R 16" 36" 270 22 20 33 - 3-#6 4-#10 4-#8 - - 4-#7 4-#7 8-#5 #4 1 @ 2", 10 @ 6", BALANCE AT 12" 2U GPG1 1G 30" 36" 945 23 4.5 23 5-#9 5-#7 5-#9 - 5-#7 5-#7 5-#11 - 4-#5 #4 3 @2, BAL AT 8" 4A GPG2 1G 30" 36" 972 23 4.5 23 5-#9 5-#7 5-#9 - 5-#7 5-#7 5-#11 - 4-#5 #4 3 @2, BAL AT 8" 4A Revision ID Transmittal Set Date Transmittal Set Name