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HomeMy WebLinkAboutS415 Beam Schedule & DetailsSPAN "L" L/2 L/2C.G.S.LEFTREF. NOTE 1 ADDNL. TOP BARS CONT. T&B BARS C.G.S.RIGHT2"REF. SCHEDULE FOR STIRRUP SPACING, TYP.2" L/6 MIN. BOTT. LAP, TYP.ADDNL. BOTT. BARS REF. NOTE 2 REF. NOTE 1 TYP. TOP LAP 1 1/2" CLR. 48 BAR DIAMETERS CONT. TOP BAR BOTT. BARS USE HORIZ. EXTENSION WHERE POSSIBLE, STD 90 HOOK WHEN NOT STANDARD 90° HOOK EXTEND 2 BOTT. BARS MIN. W/ 90° HOOK AT COL. 2" MAX. 6" MIN. SPAN "L" L/2 L/2 REF. NOTE 1 ADDNL. TOP BARS CONT. T&B BARS 2"REF. SCHEDULE FOR STIRRUP SPACING, TYP.2" L/6 MIN. BOTT. LAP, TYP.ADDNL. BOTT. BARS REF. NOTE 2 REF. NOTE 1 TYP. TOP LAP C.G.S.RIGHTADDNL. TOP BARS (MAIN SPAN)RIGHT C.G.S.(CANTILEVER)LEFT C.G.S.CANTILEVER LLEFT C.G.S.NOTES: 1. IF ADDITIONAL TOP BARS ARE CALLED OUT, THE TOP BAR LENGTH SHALL EXTEND L/3 INTO THE SPAN. IF THE ADDITIONAL TOP BAR CALLOUT IS SCHEDULED AS "F", THE ADDITIONAL TOP BAR SHALL EXTEND TO THE CENTER OF THE BEAM PLUS Ld/2. 2. IF ADDITIONAL BOTTOM BARS ARE CALLED OUT, THE BOTTOM BAR LENGTH SHALL BE 2/3L, IF THE BOTTOM BAR IS SCHEDULED AS "F", THE ADDITIONAL BOTTOM BAR SHALL EXTEND THE FULL LENGTH OF THE BEAM PLUS A MINIMUM OF 6" INTO THE SUPPORT AT EACH END. 3. CAMBER IS DEFINED AS UPWARD MID SPAN DISPLACEMENT ADDED TO THE ELEVATION SET BY THE ARCHITECTURAL DRAWINGS. NOTE THAT WHERE DRAINAGE REQUIREMENTS DICTATE, THE RESULTING NET DISPLACEMENT IN THE BEAM MAY BE DOWNWARD. BEAM SHALL BE CAMBERED AS FOLLOWS: SPAN CAMBER 50'-0" AND GREATER 3/4" > 40'-0" BUT < 50'-0" 1/2" 40'-0" AND LESS NONE CAMBERELEV. REF. ARCH. 4. AT GIRDER AND BEAM INTERSECTIONS THE BEAM'S BOTTOM REINF. SHALL BE LOCALLY OFFSET TO PASS GIRDER REINF. AND THE GIRDER TOP REINFORCEMENT WILL BE PLACED LOWER THAN THE BEAM TOP REINFORCEMENT, REF DETAIL. 5. MINIMUM BEAM LONGITUDINAL REINF. LAP SPLICES (BASED ON CLASS B LAP. BAR SPACING GREATER THAN THREE BAR DIA. & f'c=5 ksi) SHALL BE AS FOLLOWS: BAR SIZE #4 #5 #6 HARDROCK #7 #8 #9 #10 #11 TOP BOTT. 24" 19" 31" 24" 40" 31" 54" 42" 71" 55" 90" 70" 114" 88" 141" 108" LT. WT. CONC. TOP BOTT. 32" 24" 41" 31" 52" 40" 71" 54" 93" 71" 117" 90" 149" 114" 183" 141" 6. STRESSING: A = FIRST END ONLY B = SECOND END ONLY C = BOTH ENDS D = ONE-END ONLY, ALTERNATE STRESSING ENDS 7. SCHEDULED LEFT AND RIGHT END OF BEAM MEMBERS READ ON PLAN AS SHOWN BELOW. L R L L R R L R 8. ALL HOOKS SHOWN ARE STANDARD HOOKS (90° OR 180°). 9. Ld EQUALS TENSION DEVELOPMENT LENGTH. 10. SPLICES IN SCHEDULED BARS LESS THAN 60'-0" LENGTH ARE NOT PERMITTED. SPLICES IN SCHEDULED BARS MORE THAN 60'-0" LENGTH SHALL BE REFERRED TO ENGINEER FOR APPROVAL. TOP REBAR IN SLAB REF. PLAN REF. BEAM SCHED.HBEAM TENDON DISTRIBUTED TENDONS 3" MAX. BEAM REINF. REF. SCHEDULEREF. PLANPT SLABHOOK COL. BARS AT TOP FLOOR ONLY 2/3HTOP REBAR IN SLAB REF. PLAN REF. BEAM SCHED.HBANDED TENDON DISTRIBUTED TENDONS 3" MAX.3" MAX.BEAM REINF. REF. SCHEDULEREF. PLANPT SLABHOOK COL. BARS AT TOP FLOOR ONLY 2/3HSCHED. DEPTHSCHED. WIDTH PLANREF.#4 SUPPORT BAR @ 48" O.C. MAX. SPANDREL BEAM DETAILAEQEQSTRAIGHT PT TENDON SCHED. DEPTHSCHED. WIDTH PLANREF.#4 SUPPORT BAR @ 48" O.C. MAX. SCHED. BOTT. REINF. CHAIR W/ #4 SUPPORT BARS PT TENDON SCHED. TOP RIENF.TO STIRRUPSMIN. 1 1/2" CLR.TYPICAL BEAM SECTIONB SCHED. DEPTHSCHED. WIDTH PLANREF.SUPPORT CHAIRCLR. 1 1/2"CLR. 1 1/2"CLR. 1 1/2" 1 2 3 5 4 6 7 9 8 10 1 2 3 5 4 6 7 8 TYP.1 1/2" CLR.INDICATES NUMBER OF BOTT. ADDED REBAR PLACEMENT SEQUENCE INDICATES NUMBER OF TOP ADDED REBAR PLACEMENT SEQUENCE STIRRUPS, REF. BEAM SCHED. FOR SIZE AND SPACING SCHED. DEPTHSCHED. WIDTH PT TENDONS AT SUPPORT CONDITIONS STIRRUPS, REF. BEAM SCHED. FOR SIZE AND SPACING PLANREF.SCHED. CONT. TOP BAR (2)-#4 CONT. SUPPORT CHAIR SCHED. CONT. BOTT. BAR PT TENDONS AT LOWPOINTCLR. 1 1/2"CLR. 1 1/2"CLR. 1 1/2" NOTES: 1. REF. POST-TENSION BEAM SCHEDULE FOR FORCES. 2. KEEP TENDON GROUPS UNIFORMLY SPACED THROUGHOUT THE LENGTH OF THE BEAM. Engineer: By: Developer:WINDSOR BUILDING800 West Monon Green Blvd.Carmel, IN 46032COPYRIGHT & OWNERSHIP DOCUMENTS 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. © COPY RIGHT 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Set Issue Date Sheet Issue Date Drawn By Checked By Sheet Title: Sheet Number: Revision ID Issue Date Issue Name S415 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE BEAM SCHEDULE & DETAILS 7/28/217/28/21 CONCRETE BEAM SCHEDULE MARK W X D POST TENSIONING REINFORCING STEEL BEAM CAMBERS (REF. NOTE)REMARKS EFFECTIVE FORCE C.G.S. FROM BOTTOM OF BEAM CONT. TOP CONT. BOTT. ADD. TOP LEFT ADD. BOTT. CENTER ADD. TOP RIGHT STIRRUP SIZE NUMBER OF LEGS STIRRUP SPACING SKIN REINF.CONT. ADDED LEFT ADDED RIGHT LEFT CENTER RIGHT RCB-1 24X40 (2)- #9 (6)- #9 #4 2 1@3"/R@16"/1@3" #5 @ 6" O.C. RCB-2 12X60 (2)- #8 (4)- #8 #3 2 1@3"/R@16"/1@3" #5 @ 6" O.C. RCB-3 24X36 (2)- #9 (5)- #10 #4 2 1@3"/16@6"/R@16"/16@6"/1@3" #5 @ 6" O.C. SCALE: NONES415 2 BEAM REINFORCEMENT LAYOUT SCALE: NONES415 1 BEAM REINFORCEMENT LAYOUT SCALE: NONES415 3 BEAM REINFORCEMENT LAYOUT SCALE: 3/4" = 1'-0"S415 4 TYPICAL BEAM END COLUMN CONNECTION SCALE: 3/4" = 1'-0"S415 5 TYPICAL FRAME COLUMN/BEAM SECTION SCALE: 3/4" = 1'-0"S415 6 BEAM DETAILS SCALE: 3/4" = 1'-0"S415 7 PLACEMENT OF REINFORCEMENT IN POST-TENSION BEAMS SCALE: 3/4" = 1'-0"S415 8 PLACEMENT OF TENDONS IN BEAMS