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HomeMy WebLinkAboutS411 Typical PT Details9" 9" 9" 9" 9" 9" 12 1 12 1 9" 9" LOCATION b (FEET) 2OVER COLUMNS OVER WALLS 1 CONTROL POINTS AS SHOWN ON PLAN STRESSING END NA NA HIGH POINT, REF. PLAN LOW POINT STAGGER TERMINATED TENDONS 12", ANCHOR AT NA U.N.O. 16" STRAIGHT L1/2 L1/2 L2/2 L2/2 L3/2 L3/2 L1 L2 L3 STRESSING EXTERIOR SPAN WITH INTERIOR SPAN STRESSING EXTERIOR SPAN NO 16"U.N.O.C.G.S.TYP.U.N.O.TYP.bSPAN/4 TYPICAL LENGTH FOR PORTIONS OF STRAIGHT TENDON NOTE: FOR UNIFORM SLABS NA IS AT MID-DEPTH STRESSING END NA L1 L2 L3 STRESSING EXTERIOR SPAN WITH INTERIOR SPAN STRESSING EXTERIOR SPAN NO NOTES: 1. INFLECTION POINT A=0.1L. 2. NA IS AT MID-DEPTH FOR UNIFORM SLABS. L1/2 L1/2 HIGH POINT, REF. PLAN CONTROL POINTS AS SHOWN ON PLAN L2/2 L2/2 U.N.O. 16" STRAIGHT LOW POINT L3/2 L3/2 a, TYP. NAU.N.O.C.G.S.TYP.U.N.O.TYP.STAGGER TERMINATED TENDONS 12", ANCHOR AT NA SPAN/4 BANDED TENDONS L1 PT SLAB REF. PLAN TRANSITION TENDON L2 a2 a1 a EQ.EQ. TRANSITION NOTES: 1. THE SPAN OF THE TRANSITION TENDON CHANGES FROM L1 AT LINE 1 TO L2 AT LINE 2. 2. PLACE TRANSITION TENDON WITH ITS LOW CONTROL POINT a, VARYING LINEARLY FROM a1 TO a2. TYPICAL TENDON CONC. COLUMN L PT SLAB REF. PLAN TRANSITION TENDON CONC. WALL HP LP HP HP HP HP HP HPLP L/4 TRANSITION NOTES: 1. HP=TYP. TENDON HIGH POINT AS SHOWN ON PLAN, U.N.O. 2. LP=TYP. TENDON LOW POINT AS SHOWN ON PLAN, U.N.O. 3. TR=TRANSITION BETWEEN HIGH POINT AND LOW POINT. 1 1/4" 3 4 1 2 1/2"5" X 2 1/2"2 5 11" NOTES: 1. LOCATE ANCHOR AT BULKHEAD PER PROJECT PLANS. 2. IF FABRICATED AT SHOP,WEDGES,GREASE CAP, AND SLEEVE WILL BE ASSEMBLED TIGHT TO ANCHOR. 3. IF FIELD SEATING IS REQUIRED, BE SURE ALL COMPONENTS ARE TIGHT TO ANCHOR, BE SURE NO BARE STRAND IS EXPOSED, TAPE IF NECESSARY. BULKHEAD REF. NOTES ITEM DESCRIPTION 1 ANCHORAGE S5CP+ 2 PROTECTION SLEEVE S5CP+ 3 END CAP S5CP+ 4 MONOWEDGES TYPE 1.5 5 STRAND (GREASED AND COATED) S5CP + DEAD END ASSEMBLYA PLANREF.EQEQNOTES: 1. REFERENCE STRUCTURAL DOCUMENTS FOR ADDITIONAL REINFORCEMENT REQUIRED. 2. PLACE ANCHORS VERTICALLY IN SLABS GREATER THAN OR EQUAL TO 7" THICK. 3. PLACE ANCHORS HORIZONTALLY IN SLABS LESS THAN 7" THICK . #4 CONT. T&B, BY OTHERS NAIL ANCHOR TO EDGE FORM 1'-0" MIN. FOR STRESSING SPLIT PLASTIC GROMMET EQ.EQ.SPLIT EDGE FORM #4 CONT. T&B, BY OTHERS NAIL ANCHOR TO EDGE FORM 2" MIN. PLASTIC GROMMET EQ EQ DRILL (1) -1/16"Ø HOLE STRESSING 1'-0" MIN. FOR ANCHORAGE GREASED AND PLASTIC WRAPPED PT TENDON #4 CONT. T&B BY OTHERS SUPPORT BAR AND CHAIR, TYP. STRAIGHT 1'-3" MIN. STRAIGHT 1'-3" MIN. PT SLAB, REF. PLAN TYP.1 1/2" CLR.1" MAX. FORM DEAD END ANCHORAGEA INTERMEDIATE END ANCHORAGEB STRESSING ANCHORAGEC 1" MAX.TYP.1 1/2" CLR.SHEAR KEY AND REBAR REF. DETAILS AND /11 S411 /12 S411 PLANREF.EQEQ(2)-#4@6” O.C., T&B EXTEND 9” BEYOND LAST ANCHOR ANCHORAGE GREASED AND PLASTIC WRAPPED PT TENDON NAIL ANCHOR TO EDGE FORM 1'-0" MIN. FOR STRESSING SPLIT PLASTIC GROMMETEQ EQ SPLIT EDGE FORM NAIL ANCHOR TO EDGE FORM 2" MIN.PLASTIC GROMMET EQ EQ DRILL (1)-1/16"Ø HOLE STRESSING 1'-0" MIN. FOR STRAIGHT 1'-3" MIN.T(2)-#4@6” O.C., T&B EXTEND 9” BEYOND LAST ANCHOR #3 HAIRPIN, TOTAL EQUAL TO NUMBER OF TENDONS PLUS ONE STRAIGHT 1'-3" MIN. (2)-#4@6” O.C., T&B EXTEND 9” BEYOND LAST ANCHOR #3 HAIRPIN, TOTAL EQUAL TO NUMBER OF TENDONS PLUS ONE . PT SLAB REF. PLAN FORM DEAD END ANCHORAGEA INTERMEDIATE END ANCHORAGEB STRESSING ANCHORAGEC NOTES: 1. REFERENCE STRUCTURAL DOCUMENTS FOR ADDITIONAL REINFORCEMENT REQUIRED. 2. PLACE ANCHORS VERTICALLY IN SLABS GREATER THAN OR EQUAL TO 7" THICK. 3. PLACE ANCHORS HORIZONTALLY IN SLABS LESS THAN 7" THICK . PROTECTION SLEEVE INTERMEDIATE CAP SHEAR KEY AND REBAR REF. DETAILS AND /11 S411 /12 S411 1.50"~ 2.25"~ 5"~ 1.30"~PLANA WEDGESB SECTIONC THROUGH TENDON #4 T&B TIED TO ANCHORAGES EXTEND BACKUP BAR 6" PAST LAST ANCHOR, TYP. BACKUP BAR TO BE 24" MIN. PT SLAB, REF. PLANSUPPORT BARS DEAD END ANCHORAGES STAGGERED AND PLACED HORIZONTAL IN SLAB SUPPORT CHAIRS HORIZ. 12"EQEQPLANREF.PLANA SECTIONB PT SLAB REF. PLAN EQ EQPLANREF.#3 HAIRPIN TOTAL EQUAL TO NUMBER OF TENDONS PLUS ONEPT TENDON, REF. PLAN PT ANCHOR TYP. 9" BAND LIMIT OF TENDON TYP. 9" 3" TYP.4"* MIN. NOTE: * = SPACING BETWEEN EACH GROUP OF FOUR ANCHOR DEVICES (2)-#4@6” O.C., T&B NOTE: LOCATION OF SLAB CONSTRUCTION JOINTS NOT SPECIFICALLY SHOWN ON DRAWINGS. LOCATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. #4X5'-0" @ 12" O.C. T&B CENTERED ON JOINT ELEVATED SLAB REF. PLAN AS NOTEDCOVER1/3T1/3T1/3T/12 S411SHEAR KEY, REF. FOR ADDITIONAL INFO. PT SLABPT TENDON, TYP. 3 " 3 " SHEAR KEYS BETWEEN ANCHORS, 3" CLR. NOTE: REINF. NOT SHOWN, REF. /11 S411 STRAIGHT 39" NOTES: 1. PLACE ANCHORS VERTICALLY IN SLABS GREATER THAN OR EQUAL TO 7" THICK. 2. PLACE ANCHORS HORIZONTALLY IN SLABS LESS THAN 7" THICK LENGTH OF TRANSITION CURVE 5'-0" MIN. STRESSING 1'-0" MIN. FOR C.L..3" O.C. FOR VERTICAL ANCHORS.6" O.C. FOR HORIZONTAL ANCHORSSUPPORT BARS ANCHORS SLAB EDGE GROMMET AT STRESSING END ONLY #4 T&B CONT. STRAIGHT 39" NOTES: 1. PLACE ANCHORS VERTICALLY IN SLABS GREATER THAN OR EQUAL TO 7" THICK. 2. PLACE ANCHORS HORIZONTALLY IN SLABS LESS THAN 7" THICK LENGTH OF TRANSITION CURVE 5'-0" MIN. STRESSING 1'-0" MIN. FOR C.L..3" O.C. FOR VERTICAL ANCHORS.6" O.C. FOR HORIZONTAL ANCHORSSUPPORT BARS #3 HAIRPIN TOTAL EQUAL TO NUMBER OF TENDONS PLUS ONE ANCHORS SLAB EDGE(2)-#4@6” O.C., T&B GROMMET AT STRESSING END ONLY LOWER LAYER OF TOP REBAR, REF. PLAN #7 SUPPORT REBAR CHAIR TYP. PT SLAB REF. PLAN UNIFORMLY DISTRIBUTED PT TENDON UPPER LAYER OF TOP REBAR, REF. PLAN BANDED PT TENDON MIN., TYP. 2" CLR. T.O.C. EL. REF. PLAN LOWER LAYER OF TOP REBAR, REF. PLAN #7 SUPPORT REBAR CHAIR TYP. PT SLAB REF. PLAN BANDED PT TENDONS, NUMBER OF TENDONS PER BUNDLE MAY VARY UPPER LAYER OF TOP REBAR, REF. PLAN MIN., TYP. 2" CLR. T.O.C. EL. REF. PLAN UNIFORMLY DISTRIBUTED PT TENDON SUPPORT BAR OR SLAB BOLSTER UNIFORM TENDONS CLR. 2" MIN.BOTTOM REINF. REF. PLAN (1)-#4 CONT.GENERAL NOTESMIN. COVER, REF.SUPPORT WIDTH EQ EQ BANDED TENDONS PT SLAB REF. PLAN hs<60" s<8h NOTE: S>d+2(NUMBER OF BARS) FOR 3/4" OR SMALLER AGGREGATE AND #8 BARS OR SMALLER. ALLOW GREATER SPACING FOR OTHER CONDITIONS. PT SLAB REF. PLAN hTENDON s>d db REBAR d s MAXIMUM SPACING OF DISTRIBUTED TENDONSA MINIMUM SPACING BETWEEN BUNDLED TENDONSB 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 S411 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE TYPICAL PT DETAILS 7/28/217/28/21 SCALE: NONES411 1 PROFILE FOR PARTIAL PARABOLA TENDONS USED IN BANDED DIRECTION SCALE: NONES411 2 PROFILE FOR REVERSED PARABOLA TENDONS USED IN DISTRIBUTED DIRECTION SCALE: NONES411 4 PLACEMENT OF UNIFORM TENDONS IN SPANS OF VARYING LENGTH SCALE: NONES411 5 TENDON LOW POINT ADJACENT TO WALLS FOR DISTRIBUTED TENDONS SCALE: NONES411 6 ENCAPSULATED SYSTEM FOR TENDONS IN CORROSIVE ENVIRONMENT (DEAD END) SCALE: NONES411 7 ANCHORAGE FOR THE DISTRIBUTED TENDONS SCALE: NONES411 8 ANCHORAGE FOR THE BANDED TENDONS SCALE: NONES411 13 GENERIC MONOSTRAND ANCHORAGE SCALE: NONES411 10 PLACEMENT OF ADDED TENDON SCALE: NONES411 3 ELEVATION OF TYPICAL REINFORCEMENT OF TENDON BAND AT SLAB EDGE OR AT INTERMEDIATE STRESSING SCALE: NONES411 11 TYPICAL SLAB CONSTRUCTION JOINT SCALE: NONES411 12 SHEAR KEY DETAIL SCALE: NONES411 9 FLARING AT DISTRIBUTED TENDONS AT SLAB EDGE SCALE: 3/4" = 1'-0"S411 14 FLARING AT BANDED TENDONS AT SLAB EDGE SCALE: 3/4" = 1'-0"S411 15 SECTION THROUGH DISTRIBUTED TENDON AT COLUMN SCALE: 3/4" = 1'-0"S411 16 SECTION THROUGH BANDED TENDON AT COLUMN SCALE: 3/4" = 1'-0"S411 17 BANDED TENDONS AT LOW POINT SCALE: 3/4" = 1'-0"S411 18 SPACING BETWEEN TENDONS