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HomeMy WebLinkAboutS560 - TYPICAL CONCRETE DETAILSNOTES: a= 0.1L FOR UNIFORM SLAB N.A. IS AT MID-DEPTH HIGH POINT SEE PLAN CONTROL POINTS AS SHOWN ON PLAN TERMINATED TENDONS STAGGER @ 12" AT BANDS (ANCHOR AT NA) CGS TYP. UNO NA NA STRESSING END LOWPOINT EXTERIOR SPAN INTERIOR SPAN EXTERIOR SPAN WITH STRESSING NO STRESSING L1 L2 L3 L1/2 L1/2 L2/2 L2/2 L3/2 L3/2 SPAN/4 16" STRAIGHT UNO TYP. UNOa TYP..NA SLAB REINFORCEMEN T CONTINUOUS SECOND POURFIRST POUR CONSTRUCTION JOINT ADD'L REBAR #5 x 3'-0" @ 12"OC AT MID-DEPTH SHEAR KEYS 2'-0" LONG @4'-0" O.C. PLAN VIEW PT TENDON CONT. 1-1/2" NOTE: JOINTS SHALL BE LOCATED CLOSE TO 1/4 OF SPANEQ. EQ.SEE PLAN.3" ..2'-0"#4 48" @ 24"OC TOP & BOTTOM SHEAR KEYS PER NA ADDED REBARS AND HAIRPIN AT BANDED TENDONS ONLY PER 2 #4 BACKUP BARS AT DISTRIBUTED TENDONS ONLY PER PT SLAB 12 S-611 2 S-611 4 S-611 9 S-611 EQ.EQ. 1" MIN. 16" MIN. STRAIGHT 12" (approx.)SEE PLANNOTE: SLIDE/PLACE AND SEAL CORROSION PROTECTIVE SLEEVE OVER EXPOSED STRAND AFTER STRESSING EDGE OF SLAB VIEW PT SLAB PT TENDON SEE PLAN HAIRPIN PER REBAR TOP AND BOTTOM LENGTH AS RED'D PT ANCHOR 8" TYP. LIMIT OF TENDON BAND 8" TYP. SEE 15/S421 9 S-611 TOP & BOTTOM BARS PER 4 STRAND MAX. PER BUNDLE SUPPORT BARS WHERE TENDONS TURN PER HAIRPINS PER SYM. MIN. SPACING TYP. BETWEEN BUNDLES U.N.O. 13/14 S-611 9 S-611 GROMMET AT STRESSING END ONLY SLAB EDGE 9 S-611 .4" MIN. .. 3" 3" 9"36" STRAIGHT UNIFORM TENDONS SUPPORT BAR OR SLAB BOLSTER BOTTOM REINF. SEE PLAN BANDED TENDONS 1 #4 CONT.1 S-611 AND PLANS 2" MIN. CLR. .SEE SUPPORT WIDTH EQ. EQ. NA HAIRPIN IN BANDED DIRECTION ONLY. TOTAL NO. = NUMBER OF ANCHORS PLUS ONE. SUPPORT BARS 42" O.C. MAX PT TENDON ADDITIONAL (2) #4 BARS T & B AT BANDED TENDONS, 6" o.c. EXTEND PAST LAST ANDCHORS PER 3/S421 EQ.EQ. SEE PLAN12" MAX. 16" 16" 2" NA STRESSING TAIL 16" MIN. GROMMET 3/8 T NAIL TO FORM ANCHOR CASTING GREASED AND PLASTIC WRAPPED STRAND 4 S-611 9 S-611HAIRPIN & ADD'L. REBAR PER 1" MAX. NA #4 CONT. TOP & BOTTOM @ SLAB SECURED TO STRAND PER SUPPORT BARS 42"OC MAX PT TENDON STRESSING TAIL 16". GROMME T 1" MAX. EQ.EQ. T11 S-611 NA PT TENDON #4 CONT. TOP & BOTTOM TIED TO ANCHOR TYP. CHAIRS @ 3'-0"OC MAX. .12" MAX. SUPPORT BARS 42"OC MAXEQ.EQ. SEE PLAN2" NA #4 CONT. TOP & BOTTOM BACKUP BARS TIED TO ANCHOR STRESSING TAIL 16" MIN. GROMME T 1" MAX. NAIL TO FORM ANCHOR CASTING GREASED AND PLASTIC WRAPPED STRAND 1 1/2" CLR...1/2" FORM NA 16" SUPPORT BARS 24"OC MAX PT TENDON STRESSING TAIL ADD'L 2 #4 T&B AT BANDED TENDON AT 6"OC, EXTENDED 9" BEYOND LAST ANCHOR EA. END PER . 1" MAX. GROMMET 16" HAIRPIN IN BANDED DIRECTION ONLY TOTAL EQUAL TO NUMBER OF ANCHORS PLUS 1 16". 3/8 T EQ. EQ. T 4 S-611 SECTION A-A EDGE OF OPENING WHERE IT OCCURS PT SLAB TENDON OPENING OR CENTER OF TENDON TURN PT TENDON SEE PLAN A A 18" #4 HAIRPIN PLACED RADIALLY TO HOLD TENDONS IN PLANE OF SLAB PLACE OVER CURVED LENGTH OF TENDON AT (72"/NUMBER OF STRANDS) ON CENTER BUT NOT MORE THAN 18 INCHES APART HAIRPIN . . 12 <1 2" GAP BETWEEN TENDONS S-611 13 NOTE: WHERE TENDON TURN IS GREATER THAN 1:12 1. KEEP TENDONS MIN. 2" APART AT TURN 2. PLACE HAIRPIN PER 2 # 7 SUPPORT BARS TYP. AT COL. SUPPORTS PLACE DISTRIBUTED TENDONS WHICH FALL WITHIN THE LENGTHS OF TOP REBARS BELOW THE UPPERMOST LAYER OF REBAR 1/2" MAX. PENETR'N. OF COL. INTO SLAB REFER TO COL. SCHEDULE BANDED TENDONS PER PLAN SEE PLAN FOR TOP REBAR AT COLUMNS DISTRIBUTED TENDONS UNDER BANDED TENDONS AT COLUMN, TYP. REBAR TO BE PLACED WITHIN DIM. SHOWN 1.5T 1.5TCOL. WIDTH TSEE PLAN(2) #5 CONT. PER 17/S-611, (2) #5 MATCHING LENGTH OF TOP BARS (4) #5, LENGTH = (WIDTH OF THICKENED BAND) - 3" TYP. B/REINF. PER 17/S-611 NOTE: A MINIMUM OF TWO TENDONS SHALL BE PLACED IN EACH DIRECTION DIRECTLY OVER COLUMN #3 AT 24" o.c., TYP. EA. SIDE 1 #4 1 #4 SEE PLAN10" U.N.O.SEE PLAN 16" 'H' -3" 16" #3 AT 24" o.c. (2) #5 CONT. w/IN COLUMN CORE 1 #4 1 #41 1/2" CVR.#4 AT 32" o.c., TYP. N, NUMBER OF TENDON ADD 4 # 4 SEE NOTES STRAND TAILS SEE NOTES NOTES: 1.IF BLOCKOUT IS EXPOSED TO WEATHERING AND OR MOISTURE USE GROMMETS; CUT STRESSED STRAND TAILS; PREPARE AND SEAL STRESSING POCKETS AS STIPULATED IN GENERAL NOTES; CAULK JOINT ALL AROUND. 2.CONTINUE ALL INTERUPTED BARS SHOWN IN PLANS THROUGH THE BLOCKOUT 3. FILL BLOCKOUT WITH NON-SHRINK CONCRETE OF MIN. SAME STRENGTH AS SLAB PLAN SECTION SHEAR KEYS 3"x1/2" TYP. 30" MIN.2" CLR.3" TYP.3" MAX. 3N +5"24" MIN. TRANSITION TENDON 1a1 b1 c1 a3 b3 c3 a2 b2 c2 SLAB BANDS NOTE: THE SPAN OF THE TRANSITION TENDON CHANGES FROM L1 AT LINE 1 TO L2 AT LINE 2. PLACE TRANSITION TENDON WITH ITS CONTROL POINTS a3, b3 AND c3, EACH VARYING LINEARLY FROM 1 TO 2 BETWEEN THEIR RESPECTIVE VALUES AT 1 AND 2. 2 L2 L1 EQ. EQ..SECTION PLAN #4 x 24" TOP & BOTTOM TIED TO ANCHORAGES DEAD END ANCHORAGES STAGGERED AND PLACED HORIZONTAL IN SLAB SUPPORT BARS NA THROUGH TENDON CHAIRS @ 3'-0"OC MAX. 12" HORIZONTAL 1 12 TENDON HAIRPIN PER * * WHERE TENDON CURVATURE EXCEEDS 1:12 SEE S-611 14 S-611 13 MAXIMUM CURVATURE TYPICAL 12" MIN. 3'-0" MIN. STRAIGHT 2" MIN. CLR.MAX. DIMENSION REINFORCING 12" TO 18" 1 #5 EA. SIDE 18" TO 2'-6" 1 #5 T & B, EA. SIDE 2'-6" & LARGER 2 #5 T & B, EA. SIDE NOTES: 1. ALL OPENINGS LARGER THAN 12" SHALL BE TRIMMED AS SHOWN 2. THESE BARS ARE IN ADDITION TO REBAR SHOWN ON PLANS 3. FOR MULTIPLE OPENINGS SEE S-611 27 1 #5 3'-0" T&B TYP.MIN. 24" TYP.MIN. 24" TYP. 1 1/2" CLR. 5 #5 @ 16"OC BOTTOM 5 #5 12'-0" @ 18"OC TOP 1 #5 TOP & BOTTOM 32"32"2"-0".SLAB TENDON NOTE: PT IS POST-TENSIONING ASSOCIATED WITH OPENING 1/3 PT 1/3 PT 1/3 PT OPENING 6'-0" OR LARGERPLACE DISTRIBUTED TENDONS WHICH FALL WITHIN THE LENGTHS OF TOP REBARS BELOW THE UPPERMOST LAYER OF REBAR 2 # 7 SUPPORT BARS TYP. @ COL. SUPPORTS REFER TO COL. SCHEDULE 1/2" MAX. PENETRATION OF COLUMN INTO DROP PANEL 4 #5 (B) EACH WAY NOTE: A MINIMUM OF TWO TENDONS SHALL BE PLACED IN EACH DIRECTION DIRECTLY OVER COLUMN BANDED TENDONS PER PLAN #4 @12"OC EA. WAY BOTTOM SEE PLAN DROP PANEL DIMENSION 2'-0" MIN.2/3TT,SEE PLANNOTE: PENETRATIONS WITH DIMENSIONS GREATER THAN 12" REQUIRE TRIM REBAR PER SLAB EDGE TENDON 1.5W OR 1.5D MIN . 18"S-611 26 PENETRATIONS FURTHER THAN 1.5 TIMES THE DIAMETER (D) OR WIDTH (W) BUT NOT LESS THAN 18" MIN. FROM ANCHOR, DO NOT REQUIRE STEEL PIPE INSERTED STEEL PIPE INSERT (SCHED.40) IS REQ'D WHEN SLAB PENETRATION IS WITHIN 45 DEG. BEARING CONE OF TENDON ANCHOR2 1/2" CLR.2 1/2" CLR. WD 45° TYP. REINF. FOR OPENINGS IN SLAB, 10"-24" 1 #5 TOP & BOTT. TYP. NOTE: SINGLE OPENINGS OF SMALLER DIMENSION DO NOT REQUIRE TRIM BARS. FOR OPENINGS OF LARGER DIMENSION AND MULTIPLE OPENINGS REFER TO TENDONTENDON 1 #5 TOP & BOTT. TYP. S-611 21 S-611 27 1'-6" TYP. 3" CLR. TYP.1" CLR. TYP.1" CLR. TYP.3" CLR. TYP. 1'-6" TYP. NOTES: INSERTS WHICH ARE CLOSER TO ONE ANOTHER THAN THE DIAMETER OF THE LARGER OF THE TWO ARE CONSIDERED TO FORM A COMBINED OPENING -IF THE COMBINED OPENING IS LESS THAN 12" NO TRIM BARS ARE REQUIRED -IF THE COMBINED OPENING IS MORE THAN 12", BUT LESS THAN 24", PROVIDE 1 #5 T & B WITH 1'-0" EMBEDMENT PAST THE OPENING. -NO DIAGONAL BARS ARE NECESSARY -IF COMBINED OPENING IS LARGER THAN 24" REFER FOR TRIM BARS TO TRIM BARS S-611 218" MIN.24" MIN. D1 <D1 D2 EFFECTIVE LENGTH D1 <D1 D2 <D3 D3 SLAB EDGE WIDTH OF BANDED TENDON DISTRIBUTION COLUMN 90-DEG HOOK AT TOP BARS, TYP. (HOOK LEG TO EXTEND FULL DEPTH OF SLAB MINUS COVER DIM.) CONTRACTOR MAY OPT TO EXTEND ALL BARS TO MAX. LENGTH NOTE: COLUMN SUPPORTS SHOWN. DETAIL ALSO APPLIES WHERE SLAB EDGE OCCURS AT WALL SUPPORT 45° TYP.45° T YP.2'-0" TYP..#4 @ 12" OC PERIM. REINF., ALT. TOP & BOT.. WIDTH OF BANDED TENDON DISTRIBUTION 7'-0" 1 #5 TOP & BOTTOM AS SHOWN TYP. UNO 6'-0" 3'-0" 3'-0"..SLAB EDGE MAX. DIMENSION REINFORCING 12" TO 18" 1 #5 EA. SIDE 18" TO 2'-6" 1 #5 T & B, EA. SIDE 2'-6" & LARGER 2 #5 T & B, EA. SIDE NOTES: 1. ALL OPENINGS LARGER THAN 12" SHALL BE TRIMMED AS SHOWN 2. THESE BARS ARE IN ADDITION TO REBAR SHOWN ON PLANS 3. FOR MULTIPLE OPENINGS SEE S-611 27 1 #5 3'-0" T&B TYP.MIN. 24" TYP.MIN. 24" TYP. MIN. 24" TYP. 1 1/2" CLR. MIN. 36" TYP. CIP WALL & REINF. PER PLANS & SCHEDULEREF. PLANSVARIES(4) #4 CONT. TOP REINF. PER PLAN -PROVIDE MIN. #4x4'-0 @12" o.c. AT WALLS WHERE NOT NOTED OTHERWISE #6 @ 18" o.c. DOWELS3'-0" MIN.PT SLAB PER PLAN. REF. PLANS & OTHER DETAILS FOR ARRANGEMENT OF TENDONS, ADD'L MILD REINF., ETC. NOTE: AT LOCATIONS WHERE CMU SHAFT WALL OCCURS ABOVE, PROVIDE #5 x 5'-6" VERTICAL DOWELS FROM CIP WALL THROUGH SLEEVE INTO CMU WALL.MIN. 2'-2' LAP 2'-2" MIN.CIP WALL & REINF. PER PLANS & SCHEDULE TOP REINF. AT SHEAR WALLS PER PLAN - PROVIDE MIN. (9)#4 AT 6" o.c. AT WALLS WHERE NOT NOTED OTHERWISE #5 HOOKED DOWELS AT 12" o.c. PT SLAB PER PLAN. REF. PLANS & OTHER DETAILS FOR ARRANGEMENT OF TENDONS, ADD'L MILD REINF., ETC. INTENTIONALLY ROUGHEN WALL/SLAB JOINT TO 1/4" AMPLITUDE 50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate # Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site. LHB Project Number: 20097 9/3/2021 10:23:46 AM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S560 TYPICAL CONCRETE DETAILS The Corner Carmel, IN SAC SAC 116th Street & Rangeline Carmel, INThe Corner Carmel, IN •01.18066.0030 South Meridian Street, Suite 1100 Indianapolis, IN 46204 3/4" = 1'-0"1 PROFILE FOR REVERSED PARABOLA TENDONS 3/4" = 1'-0"2 CONSTRUCTION JOINT-NO INTERMEDIATE STRESSING 3/4" = 1'-0"3 CONSTRUCTION JOINT-INTERMEDIATE STRESSING 3/4" = 1'-0"4 TYPICAL REINF. OF TENDON BAND @ SLAB EDGE OR INTERMEDIATE STRESSING 3/4" = 1'-0"5 FLARING OF BANDED TENDONS @ SLAB EDGE 3/4" = 1'-0"6 TYP. SECTION -BANDED TENDONS @ MID-SPAN 3/4" = 1'-0" 7 DEAD END AT BANDED TENDONS 3/4" = 1'-0"8 STRESSING END ANCHOR FOR BANDED TENDONS 3/4" = 1'-0"12 STRESSING END ANCHOR SHOWING ADDED #4 BARS @ DISTRIBUTED TENDONS 3/4" = 1'-0"10 DEAD END AT DISTRIBUTED TENDONS 3/4" = 1'-0"11 STRESSING END ANCHOR FOR DISTRIBUTED TENDONS 3/4" = 1'-0"9 STRESSING END ANCHOR SHOWING HAIRPIN & ADDED #4 BARS @ BANDED TENDONS 3/4" = 1'-0"13 TYP. HAIRPIN @ TENDON TURNS 3/4" = 1'-0"14 TENDON PLACEMENT FOR TURNS > 1:12 3/4" = 1'-0" 15 TYPICAL INTERIOR COLUMN-SLAB SECTION 3/4" = 1'-0"17 THICKENED AREA-ADDED REBAR ONLY 3/4" = 1'-0"18 STRESSING BLOCKOUT 3/4" = 1'-0"19 TENDONS PLACEMENT-SPANS OF VARYING LENGTHS 3/4" = 1'-0"20 PLACEMENT OF ADDED TENDON 3/4" = 1'-0" 21 TENDON PLACEMENT AT OPENING 24" OR LARGER 3/4" = 1'-0"22 TRIM BARS FOR INTERIOR OPENINGS IN SLAB 3/4" = 1'-0"30 TRIM BARS AT SUPPORTED SLAB EDGES 3/4" = 1'-0"24 ARRANGEMENT OF TENDONS AT OPENING 6'-0 OR LARGER 3/4" = 1'-0"16 TYPICAL DROP PANEL SECTION 3/4" = 1'-0" 25 OPENINGS AT PT ANCHORAGE 3/4" = 1'-0"26 TRIM BARS AT SLAB OPENINGS 3/4" = 1'-0" 27 TRIM BARS FOR MULTIPLE OPENINGS 1/2" = 1'-0" 28 TYPICAL SHRINKAGE REINF. BETWEEN BANDED TENDON LINES @ SLAB EDGE 3/4" = 1'-0" 29 TRIM BARS AT RE-ENTRANT CORNERS 3/4" = 1'-0" 23 TRIM BARS FOR OPENINGS AT SLAB EDGE NOT TO SCALE31 TYPICAL SLAB-TO-WALL DETAIL-EDGE NOT TO SCALE32TYPICAL SLAB-TO-WALL DETAIL-INTERIOR 06.16.21 Permit Set A 07.15.21 Addendum A C 09.01.21 IFC Set 11/15/21