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HomeMy WebLinkAboutS353 - TYPICAL POST-TENSIONED ONE-WAY SLAB DETAILSINFLECTION 1/12 SPAN POINT CENTERLINE OF SPAN ADDITIONAL PT TENDON TOP BAR 6" L/5 BOTTOM BAR L/4 L/5 L/5 CLEAR SPAN L INFLECTION 1/12 SPAN POINT INFLECTION 1/12 SPAN POINT CENTERLINE OF SPAN L/4 L/4 SEE NOTE 5 POINTPOINT TT/2T/2TOP BAR (NOT CENTERED OVER BEAM) BOTTOM BAR TOP BAR 90 DEGREE STANDARD HOOK EXTERIOR SUPPORT INTERIOR SUPPORT CANTILEVER NOTES: 1. (*) DENOTES DISTANCE FROM BOTTOM OF SLAB TO CENTROID OF TENDON, SEE POST-TENSIONED SLAB NOTES ON SLAB REINFORCEMENT PLANS. 2. TOP BAR CENTERED AT SUPPORT UNLESS OTHERWISE NOTED, TYPICAL 1" CLEAR, 2" AT GARAGE. 3. BOTTOM BAR CENTERED AT MIDPOINT OF SPAN UNLESS OTHERWISE NOTED, TYPICAL 1" CLEAR. 4. SPAN = DISTANCE CENTER TO CENTER OF SUPPORTS. 5. ADDED TENDONS SHALL TERMINATE AT 1/4 OF THE SPAN AS MEASURED BETWEEN CENTERLINES OF SUPPORTS AND SHALL BE LOCATED AT MID-DEPTH OF SLAB. 6. IN DETERMINING REBAR LENGTHS "L" SHALL BE THE LARGER OF THE TWO ADJACENT SPANS. MINIMUM BAR LENGTH SHALL BE 5'-0", NOT INCLUDING HOOK LENGTH. 7. EXTEND EVERY FOURTH BAR FULL LENGTH 6" INTO SUPPORTING BEAM OR WALL.*****INFLECTION 1/12 SPAN LENGTH INFLECTION 1/6 OF CANTELEVER L/5 NOTE 7 TREMOVE EXCESS STRAND AND DRY-PACK POCKET AFTER STRESSING.(2) #4 BARS (CONT.) PLASTIC POCKET FORMER T/2T/2STRAND ANCHOR TENDON SUPPORT REBAR AND CHAIRS (TYPICAL) SLAB DETAIL; 16" STRAIGHT, MIN. SEE TYPICAL POST-TENSIONED NOTES: 1. SEE "TYPICAL BANDED TENDON ANCHOR REINFORCEMENT" FOR ADDITIONAL REINFORCING REQUIREMENTS WHEN FOUR (4) OR MORE TENDONS ARE GROUPED TOGETHER. 2. ORIENT ANCHORS VERTICALLY FOR SLABS 7" OR GREATER; ORIENT ANCHORS HORIZONTALLY FOR SLABS LESS THAN 7" THICK. CORROSION PROTECTION SLEEVE PORVIDING A COMPLETE WATER-TIGHT ENCAPSULATION OF THE PRESTRESSING STEEL; SEE SECTION 033650 T(2) #4 BARS (CONT.)T/2T/2FIXED STRAND ANCHOR TENDON SUPPORT REBAR AND CHAIRS (TYPICAL) 2" CLR NOTES: 1. SEE "TYPICAL BANDED TENDON ANCHOR REINFORCEMENT" FOR ADDITIONAL REINFORCING REQUIREMENTS WHEN FOUR (4) OR MORE TENDONS ARE GROUPED TOGETHER. 2. ORIENT ANCHORS VERTICALLY FOR SLABS 7" OR GREATER; ORIENT ANCHORS HORIZONTALLY FOR SLABS LESS THAN 7" THICK. SLAB DETAIL; 16" STRAIGHT, MIN. SEE TYPICAL POST-TENSIONED CORROSION PROTECTION SLEEVE PORVIDING A COMPLETE WATER-TIGHT ENCAPSULATION OF THE PRESTRESSING STEEL; SEE SECTION 033650 INFLECTION 1/12 SPAN POINT CENTERLINE OF SPAN ADDITIONAL PT TENDON TOP BAR L/3 L/3 L/3 CLEAR SPAN L INFLECTION 1/12 SPAN POINT INFLECTION 1/12 SPAN POINT CENTERLINE OF SPAN SEE NOTE 5 POINTPOINT TT/2T/2TOP BAR (NOT CENTERED OVER BEAM) TOP AND BOTTOM BARS CONT, LAP AT THIRD POINTS BETWEEN CLEAR SPAN TOP BAR 90 DEGREE STANDARD HOOK EXTERIOR SUPPORT INTERIOR SUPPORT CANTILEVER NOTES: 1. (*) DENOTES DISTANCE FROM BOTTOM OF SLAB TO CENTROID OF TENDON, SEE POST-TENSIONED SLAB NOTES ON SLAB REINFORCEMENT PLANS. 2. TOP BAR CENTERED AT SUPPORT UNLESS OTHERWISE NOTED, TYPICAL 1" CLEAR, 2" AT GARAGE. 3. BOTTOM BAR CENTERED AT MIDPOINT OF SPAN UNLESS OTHERWISE NOTED, TYPICAL 1" CLEAR. 4. SPAN = DISTANCE CENTER TO CENTER OF SUPPORTS. 5. ADDED TENDONS SHALL TERMINATE AT 1/4 OF THE SPAN AS MEASURED BETWEEN CENTERLINES OF SUPPORTS AND SHALL BE LOCATED AT MID-DEPTH OF SLAB. 6. IN DETERMINING REBAR LENGTHS "L" SHALL BE THE LARGER OF THE TWO ADJACENT SPANS. MINIMUM BAR LENGTH SHALL BE 5'-0", NOT INCLUDING HOOK LENGTH.*****INFLECTION 1/12 SPAN LENGTH INFLECTION 1/6 OF CANTELEVER L/3 TENDONS SHALL BE STRAIGHT IN THIS AREA MIN. 4'-0" 12'-0" MAX MIN. 4'-0"6'-0" MAX.CLR6" MINNOTES: 1. NOTIFY THE SER IN WRITING OF OPENINGS NOT CONFORMING TO THE CONDITIONS COVERED WITHIN THIS DETAIL. 2. PROVIDE 180 DEGREE HOOKS WHERE FULL LENGTH OF BARS EXTENDING PAST OPENING ARE INTERRUPTED BY A SLAB EDGE OR ADJACENT OPENING. 3. SEE TYPICAL REINFORCING AT CLUSTERED OPENING DETAIL FOR ADDITIONAL REINFORCING REQUIRED AT CLUSTERED OPENINGS. OPENING TYP. 1 1/2" CLR. TYP 4'-0" SEE NOTE 2 SLAB TENDONS, ADD ONE ADDITIONAL TENDON AT ALL FOUR SIDES OF OPENING (4) -#5 AT 4" TOP AND BOTTOM(4) -#5 AT 4" x 5'-0" MID-DEPTH (NOT REQUIRED AT CIRCULAR OPENINGS) SEE TYPICAL PLAN DETAIL FOR TENDON LAYOUT AT OPENINGS SWEEP TENDONS TO MAINTAIN 6" CLEAR OF SLAB OPENING 1'-0" MIN 1'-0" MIN #4 AT 8" EACH WAY (2" CLR) #4x2'-0" AT 8" DOWEL BAR SUBSTITUTES AT MID-DEPTH ALL 4 SIDES (4) -#4 AT 4" T&B EA SIDE (2" CLR) FLARE TENDONS WITHIN 2'-6" AROUND OPENING (ADD 1 TENDON EACH SIDE) DISCONTINUE TEMPERATURE TENDONS AT OPENING, TYP NOTES: 1. INFILL OPENING WITH TYPICAL ELEVATED SLAB CONCRETE. 2. PROVIDE TRAFFIC BEARING MEMBRANE. EXTEND 1'-0" PAST OPENING ON EACH SIDE. FLARE TEMPERATURE TENDONS AROUND OPENING CONTINUE TEMPERATURE TENDONS BY OPENING TYP 6" MAX 3'-0" TYP 10'-0" MAXIMUM 10'-0" MAXIMUMTHIS 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 2:19:58 PMS353 TYPICAL POST-TENSIONED ONE-WAY SLAB DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 3/8" = 1'-0"1 TYPICAL POST-TENSIONED ONE-WAY SLAB SCALE: 6" = 1'-0"2 TYPICAL PT SLAB AT STRESSING END SCALE: 6" = 1'-0"3 TYPICAL PT SLAB AT NON-STRESSING END SCALE: 3/8" = 1'-0"5 TYPICAL POST-TENSIONED ONE-WAY SLAB WITH CONTINUOUS REINFORCING SCALE: 1/2" = 1'-0"4 TYPICAL PT SLAB REINFORCING AT OPENING 4'-0" x 4'-0" UP TO 6'-0" x 12'-0" SCALE: 1/4" = 1'-0"6 GARAGE CRANE OPENING REINFORCING DETAIL Revision ID Transmittal Set Date Transmittal Set Name