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HomeMy WebLinkAboutS356 - TYPICAL POST-TENSIONED CONCRETE BEAM DETAILS#4 TENDON SUPPORT BAR AT 4'-0" PT TENDON BUNDLES (6) TENDONS PER BUNDLE MAX PROVIDE TYPE 2U STIRRUPS WHERE SLAB OCCURS ON ONE SIDE ONLY NOTES: 1. 2. SEE BEAM SCHEDULE FOR BEAM SIZE. AT DISCONTINUOUS ENDS OF BEAM, PLACE HOOKED TOP REINFORCEMENT AS SHOWN. AT CONTINUOUS ENDS OF BEAMS, PLACE BEAM TOP REINFORCEMENT OUTSIDE STIRRUP AND TIE BARS TO UNDERNEATH SIDE OF SLAB TOP REINFORCEMENTBEAM DEPTHBEAM WIDTHPLANSEETYPE F, SEE SCHEDULE BEAM TOP REINFORCEMENT, SEE NOTE 2 CENTRIOD OF PT MIN 1 1/2" TYP 1 1/2" MIN PROVIDE A MINIMUM 0F 2 LINES OF CONTINUOUS BEAM BOLSTERS AT BEAMS1 1/2" CLR (UNO)4 1/2" MIN2 1/2" CLR AT GIRDERSAT BEAMS2" CLR3" CLR AT GIRDERS1" PER SIDE MAX. DRAFT BEAM WIDTH SCHEDULED NOTE: 1.SEE BEAM SCHEDULE FOR BEAM SIZE.BEAM DEPTH1 1/2" CLR SLAB THICKNESSBEAM DEPTH2"2" SLEEVED OPENING 6" DIA. MAX SLEEVE 2"(2) ADDITIONAL STIRRUPS EACH SIDE OF OPENING BEAM TOP REINFORCEMENT PT TENDONS BEAM BOTTOM REINFORCEMENT(2) #6x4'-0" TOP AND BOTTOM (ONE EACH FACE) 2" CLEAR CENTERED ON OPENING 2"BEAM DEPTH6" Ø MAX. SLEEVE GALV. AT GARAGES POST-TENSIONED BEAM SLAB THICKNESS6" MIN2"SLAB THICKNESSBEAM DEPTH2" 2" 1'-0" 2" 2" FORMED OPENING (2) ADDITIONAL STIRRUPS EACH SIDE OF OPENING BEAM TOP REINFORCEMENT PT TENDONS BEAM BOTTOM REINFORCEMENT(2) #6x4'-0" TOP AND BOTTOM (ONE EACH FACE) 2" CLEAR CENTERED ON OPENING BEAM DEPTHPOST- TENSIONED BEAM 2"x1'-0" FORMED OPENING 6" MINNOTE: 1.SEE BEAM SCHEDULE FOR BEAM SIZE. BEAM WIDTH 5" CLR (HOLD) BOTTOM BARS PER SCHEDULE TOP BARS PER SCHEDULE3" CLR (GIRDERS)2" CLR (BEAMS)1 1/2" CLR PROVIDE TYPE 2U STIRRUPS (2'-0" LAP) PT TENDON BUNDLES: (6 TENDONS PER BUNDLE MAXBEAM DEPTH(4) -#5 x CONT EACH FACE SIDE BARS (LAP 2'-0" AT MIDSPAN)MIN (UNO)4 1/2"2 1/2" CLR (GIRDERS)1 1/2" CLR (BEAMS)CENTROID OF PT #4 TENDON SUPPORT BAR AT 4'-0" PT TENDON BUNDLES (6) TENDONS PER BUNDLE MAX PROVIDE TYPE 2U STIRRUPS WHERE SLAB OCCURS ON ONE SIDE ONLY NOTES: 1.SEE BEAM SCHEDULE FOR BEAM SIZE.BEAM DEPTHBEAM WIDTHPLANSEETYPE F, SEE SCHEDULE CENTRIOD OF PT MIN 1 1/2" TYP 1 1/2" MIN PROVIDE A MINIMUM 0F 2 LINES OF CONTINUOUS BEAM BOLSTERS AT BEAMS1 1/2" CLR2 1/2" CLR AT GIRDERSTYPE E AND G BARS AT SPLICEAT BEAMS2" CLR3" CLR AT GIRDERSNOTES: 1. I.P. INDICATES INFLECTION POINT LOCATED AT 1/12 OF THE SPAN FROM CENTERLINE OF COLUMN WHERE THE SPAN IS THE DISTANCE FROM CENTER TO CENTER OF SUPPORTS. 2. PT INDICATES CENTEROID OF POST-TENSIONING TENDON PARABOLIC PROFILE. 3. LAP SPLICES: TOP REINFORCING -2'-6"; BOTTOM REINFORCING: TYPE II 4. SEE 16/S359 FOR CANTILEVERED PT BEAM REINFORCING ADJUSTMENTS. SPAN X LX LX/4 LX/4 LX/4 LX/2 LX/4BEAM DEPTHATYPE E TYPE GBTYPE F TYPE B TYPE CTYPE A 2" FIRST STIRRUP (TYP EACH END) STD 90 DEGREE HOOK, TYP TYP 2" CLR TOP BAR0", TYPP.T . I.P. LX SPAN X SPAN Y LX/4 TYPE BTYPE A TYPE E LX/4 LX/2 LX/4 2" NOTES: 1. I.P. INDICATES INFLECTION POINT LOCATED AT 1/12 OF THE SPAN FROM CENTERLINE OF COLUMN WHERE THE SPAN IS THE DISTANCE FROM CENTER TO CENTER OF SUPPORTS. 2. PT INDICATES CENTEROID OF POST-TENSIONING TENDON PARABOLIC PROFILE. 3. LAP SPLICES: TOP REINFORCING -2'-6"; BOTTOM REINFORCING: TYPE II 4. TENDON DEAD ENDS FOR "ADD TENDONS" SHALL BE LOCATED AT BEAM MID- DEPTH AND SHALL EXTEND 1/4 SPAN LENGTH INTO ADJACENT SPAN. 5. ADDITIONAL SIDE BARS ONLY REQUIRED AT 3 SPAN OR MORE BEAMS. 6. SEE 16/S359 FOR CANTILEVERED PT BEAM REINFORCING ADJUSTMENTS.BTYPE GTYPE F TYPE F > LX/4 OR LY/4 TYPE BTYPE C NOTE 4 > LX/4 OR LY/4 I.P. P.T .BEAM DEPTHALY (4) - #5 (2) EACH FACE, SEE NOTE 5 10'-0"CSPAN X SPAN Y SPAN Z TYPE B LX/2 LX/4 NOTES: 1. I.P. INDICATES INFLECTION POINT LOCATED AT 1/12 OF THE SPAN FROM CENTERLINE OF COLUMN WHERE THE SPAN IS THE DISTANCE FROM CENTER TO CENTER OF SUPPORTS. 2. PT INDICATES CENTEROID OF POST-TENSIONING TENDON PARABOLIC PROFILE. 3. LAP SPLICES: TOP REINFORCING -2'-6"; BOTTOM REINFORCING: TYPE II 4. TENDON DEAD ENDS FOR "ADD TENDONS" SHALL BE LOCATED AT BEAM MID- DEPTH AND SHALL EXTEND 1/4 SPAN LENGTH INTO ADJACENT SPAN. 5. SEE 16/S359 FOR CANTILEVERED PT BEAM REINFORCING ADJUSTMENTS.BBTYPE GTYPE F TYPE F > LX/4 OR LY/4 LY TYPE BTYPE C NOTE 4 LY/4 LY/2 LY/4 > LX/4 OR LY/4 I.P. > LY/4 OR LZ/4 PT > LY/4 OR LZ/4 LZ/4 LZ/2 NOTE 4 TYPE G TYPE F TYPE BTYPE C CLZLX #5 x 4'-0" CENTERED ON PT ANCHORS (1-#5 EACH SIDE OF ANCHOR) #4 BACKUP BARS (SEE POST-TENSIONED CONCRETE NOTE NO. 9 ON DRAWING S002) 1'-6"4 1/2"BEAM PT ANCHORS AT STRESSING END AND AT DEAD END 10"2'-9"NOTE: 1. WHERE COLUMN DOES NOT EXTEND ABOVE BEAM, PROVIDE VERTICAL REINFORCEMENT THUS: NOTES: 1. I.P. INDICATES INFLECTION POINT LOCATED AT 1/12 OF THE SPAN FROM CENTERLINE OF COLUMN WHERE THE SPAN IS THE DISTANCE FROM CENTER TO CENTER OF SUPPORTS. 2. PT INDICATES CENTEROID OF POST-TENSIONING TENDON PARABOLIC PROFILE. 3. LAP SPLICES: TOP REINFORCING -2'-6"; BOTTOM REINFORCING: TYPE II 4. TENDON DEAD ENDS FOR "ADD TENDONS" SHALL BE LOCATED AT BEAM MID- DEPTH AND SHALL EXTEND 1/4 SPAN LENGTH INTO ADJACENT SPAN. 5. ADDITIONAL SIDE BARS ONLY REQUIRED AT 3 SPAN OR MORE BEAMS. 6. SEE 16/S359 FOR CANTILEVERED PT BEAM REINFORCING ADJUSTMENTS. LX SPAN XSPAN Y LX/4 TYPE B TYPE D TYPE H LX/4LX/2LX/4 2"BTYPE G TYPE FTYPE F > LX/4 OR LY/4 TYPE B TYPE C NOTE 4 > LX/4 OR LY/4 I.P. P.T.BEAM DEPTHA(4) - #5 (2) EACH FACE, SEE NOTE 5 10'-0" LY CNOTES: 1. I.P. INDICATES INFLECTION POINT LOCATED AT 1/12 OF THE SPAN FROM CENTERLINE OF COLUMN WHERE THE SPAN IS THE DISTANCE FROM CENTER TO CENTER OF SUPPORTS. 2. LOW POINT OF TENDON SHALL BE AT CENTERLINE OF TRANSVERS BEAM (L2). 3. PT INDICATES CENTEROID OF POST-TENSIONING TENDON PARABOLIC PROFILE. 4. LAP SPLICES: TOP REINFORCING -2'-6"; BOTTOM REINFORCING: TYPE II SPAN L L/6 L/4 TYPE E TYPE FBTYPE B TYPE C TYPE A 2" FIRST STIRRUP (TYP EACH END) STD 90 DEGREE HOOK, TYP TYP 2" CLR TOP BAR0", TYPP.T. I.P. L2/6 I.P. L3/6 3L/4 L/4 CTYP 1 1/2" CLRBEAM DEPTHAL2 = X'-X"L3 = X'-X" 6 S356 ● LOW PT 7 S356 ● SEE NOTE 3 UPWARD KINK PROVIDE (6) ADDITIONAL STIRRUPS AT 4" EACH SIDE OF KINK SEE NOTE 2 BOTTOM BARS (CAN BE CONTINUOUS BENT BARTYP SEE NOTE 4 PT BEAM PT PROFILE NOTES: 1. KINKED PT BEAM IS DESIGNED AS IF STRAIGNT. TENDON PROFILE SHALL FOLLOW TYPICAL REVERSE PARABOLA MEASURED FROM THE BEAM SOFFIT, THE SAME AS FOR A STRAIGHT BEAM EXCEPT AS NOTED HERE. 2. DASHED LINE REPRESENTS THE IDEALIZED PROFILE NEAR THE KINK IF THE PROFILE CONTINUED TO BE MEASURED FROM THE BEAM SOFFIT AS IN A STRAIGHT BEAM. 3. PT SUPPLIER SHALL MODIFY THE TENDON PROFILE TO CREATE A STRAIGHT SEGMENT AS SHOWN IN THE MID-SPAN PORTION OF THE BEAM IN ORDER TO ELIMINATE REVERSE CURVATURE AT THE TENDON LOW POINT. 4. EXTEND DEVELOPMENT LENGTH OF BAR MINIMUM EACH SIDE OF KINK. 5. FOR BEAM REINFORCING, SEE SCHEDULE. SEE PLAN 4" TYPTYP CLRTYP CLRTYP CLRCLASS B SPLICE, TYP TYP REINFORCING PER SCHEDULE #4 STIRRUPS AT 6" WITHIN LAP SPLICE UNLESS NOTED AS CLOSER SPACING IN SCHEDULE KINK IN RAMP SLAB #4 AT 12" (TOP) BENT TO MATCH ANGLE OF RAMP SEE NOTE 4 SEE NOTE 3 NOTES: 1. KINKED PT SLAB IS DESIGNED AS IF STRAIGHT. TENDON PROFILE SHALL FOLLOW TYPICAL REVERSE PARABOLA MEASURED FROM THE SLAB SOFFIT, THE SAME AS FOR A STRAIGHT SLAB EXCEPT AS NOTED HERE. 2. DASHED LINE REPRESENTS THE IDEALIZED PROFILE NEAR THE KINK IF THE PROFILE CONTINUED TO BE MEASURED FROM THE SLAB SOFFIT AS IN A STRAIGHT SLAB. 3. PT SUPPLIER SHALL MODIFY THE TENDON PROFILE TO CREATE A STRAIGHT SEGMENT AS SHOWN IN THE MID-SPAN PORTION OF THE SLAB IN ORDER TO ELIMINATE REVERSE CURVATURE AT THE TENDON LOW POINT. 4. EXTEND DEVELOPMENT LENGTH OF BAR MINIMUM EACH SIDE OF KINK. 5. FOR SLAB REINFORCING SEE REINFORCING PLAN. EXTEND TYPE A OR C STD 90 DEGREE HOOK, TYP TYP 2" CLR EXTEND TYPE E OR G SEE PLAN C1A1 ORTHIS 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 2:20:05 PMS356 TYPICAL POST-TENSIONED CONCRETE BEAM DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 1" = 1'-0"6 TYPICAL PT BEAM REINFORCEMENT SCALE: 1" = 1'-0"9 TYPICAL PT BEAM WITH DRAFTED FORM SCALE: 1/2" = 1'-0"11 TYPICAL PT BEAM SLEEVED OPENING SCALE: 1/2" = 1'-0"13 TYPICAL PT BEAM BLOCKOUT OPENING SCALE: 1" = 1'-0"8 TYPICAL PERIMETER PT BEAM REINFORCEMENT SCALE: 1" = 1'-0"7 TYPICAL PT BEAM REINFORCEMENT NOT-TO-SCALE1TYPICAL POST-TENSIONED BEAM - TYPE 1 NOT-TO-SCALE2TYPICAL POST-TENSIONED BEAM - TYPE 2L NOT-TO-SCALE3TYPICAL POST-TENSIONED BEAM - TYPE 3 SCALE: 1/2" = 1'-0"10 TYPICAL REINFORCEMENT AT BEAM PT ANCHORS SCALE: 1/2" = 1'-0"4 TYPICAL POST-TENSIONED BEAM - TYPE 2R NOT-TO-SCALE5TYPICAL PT TRANSFER GIRDER - TYPE 1G SCALE: 1/2" = 1'-0"14 TYPICAL KINKED CONCRETE BEAM DETAIL SCALE: 1/2" = 1'-0"15 TYP BEAM REINFORCING AT SLAB DEPRESSION SCALE: 3/4" = 1'-0"12 TYPICAL KINKED SLAB DETAIL SCALE: 1/2" = 1'-0"16 TYPICAL PT BEAM CANTILEVER Revision ID Transmittal Set Date Transmittal Set Name