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HomeMy WebLinkAboutS412 Typical PT Details1 12 12 1 6"SLAB EDGE 2 STRANDS MIN. @ UNSUPPORTED SLAB EDGE, PARALLEL TO UNSUPPORTED EDGE TOP REBAR @ 12" O.C. MAX, TYP. BANDED TENDONS MAX 4 PER BUNDLE DISTRIBUTED TENDON SPACED @ 6 X SLAB THICKNESS OR 48" O.C., MAX. MAX. CURVATURE 2FOR 7" SLABS OR LARGER, PLACE ANCHOR UPRIGHT @ MIN. 3" O.C. FOR 6 1/2" SLAB OR LESS, PLACE ANCHORS HORIZONTALLY @6" O.C. MIN.SLAB EDGE 1'-0", TYP.STAGGER TOP REBAR1'-0", TYP. STAGGER TOP REBAR 1.5H W 1.5H 19MILD REINFORCEMENT TO BE DISTRIBUTED WITHIN THE DIMENSION LINES, EA. WAY 1.5HW1.5HTOP PT AT CORNER COLUMNSA TOP REBAR AT CORNER COLUMNSB NOTE: REBAR NOT SHOWN FOR CLARITY, REF. DETAIL B BELOW FOR REBAR INFORMATION. NOTES: 1. REF. DETAIL A ABOVE FOR ADDITIONAL INFORMATION. 2. TWO STRANDS MIN. TO PASS DIRECTLY OVER COLUMN, EA. WAY. 3. LEGEND: H = SLAB THICKNESS + D W = COL. WIDTH D = CAP/DROP DEPTH BELOW SLAB SOFFIT @ FACE OF COLUMN DISTRIBUTED TENDONS SPACED @ 8 X SLAB THICKNESS OR 60" O.C. MAX., U.N.O. BANDED TENDONS MAX 4 STRANDS PER BUNDLE NOTES: 1. REF. DETAIL A ABOVE FOR ADDITIONAL INFORMATION. 2. TWO STRANDS MIN. TO PASS DIRECTLY OVER COLUMN, EA. WAY. 3. LEGEND: H = SLAB THICKNESS + D W = COL. WIDTH D = CAP/DROP DEPTH BELOW SLAB SOFFIT @ FACE OF COLUMN TOP REBAR, MAX. 12" O.C. MILD REBAR TO BE PLACED WITHIN DIMENSION LINES, EA. WAY 1'-0", TYP. STAGGER TOP REBAR REBAR 1'-0", TYP.STAGGER TOPTOP PT AT INTERIOR COLUMNSA TOP REBAR AT INTERIOR COLUMNSB 1.5H W 1.5H 21 NOTE: REBAR NOT SHOWN FOR CLARITY, REF. DETAIL B BELOW FOR REBAR INFORMATION.1.5H W 1.5H SLAB EDGE 2 STRANDS MIN. @ UNSUPPORTED SLAB EDGE, PARALLEL TO UNSUPPORTED EDGE2BANDED TENDONS MAX 4 PER BUNDLE DISTRIBUTED TENDON SPACED @ 6 X SLAB THICKNESS OR 48" O.C., MAX. MILD REINFORCEMENT TO BE DISTRIBUTED WITHIN THE DIMENSION LINES, EA. WAY MAX. CURVATURE FOR 7" SLABS OR LARGER, PLACE ANCHOR UPRIGHT @ MIN. 3" O.C. FOR 6 1/2" SLAB OR LESS, PLACE ANCHORS HORIZONTALLY @6" O.C. MIN.SLAB EDGE NOTE: REBAR NOT SHOWN FOR CLARITY, REF. DETAIL B BELOW FOR REBAR INFORMATION. TOP PT AT EXTERIOR COLUMNSA TOP REBAR AT EXTERIOR COLUMNSB 1'-0", TYP. STAGGER TOP REBAR 1'-0", TYP.STAGGER TOP REBARTOP REBAR @ 12" O.C. MAX, TYP. 1.5H W 1.5H 21 1.5HW1.5HNOTES: 1. REF. DETAIL A ABOVE FOR ADDITIONAL INFORMATION. 2. TWO STRANDS MIN. TO PASS DIRECTLY OVER COLUMN, EA. WAY. 3. LEGEND: H = SLAB THICKNESS + D W = COL. WIDTH D = CAP/DROP DEPTH BELOW SLAB SOFFIT @ FACE OF COLUMN SLAB EDGE 2 STRANDS MIN. @ UNSUPPORTED SLAB EDGE, PARALLEL TO UNSUPPORTED EDGE TOP REBAR @ 12" O.C. MAX, TYP. BANDED TENDONS MAX 4 PER BUNDLE DISTRIBUTED TENDON SPACED @ 6 X SLAB THICKNESS OR 48" O.C., MAX. MILD REINFORCEMENT TO BE DISTRIBUTED WITHIN THE DIMENSION LINES, EA. WAY SLAB EDGE REBAR 1'-0", TYP. STAGGER TOPREBAR 1'-0", TYP.STAGGER TOP1.5H W 1.5H 18 1.5HW1.5HTOP PT AT CORNER COLUMNSA TOP REBAR AT CORNER COLUMNSB NOTE: REBAR NOT SHOWN FOR CLARITY, REF. DETAIL B BELOW FOR REBAR INFORMATION. NOTES: 1. REF. DETAIL A ABOVE FOR ADDITIONAL INFORMATION. 2. TWO STRANDS MIN. TO PASS DIRECTLY OVER COLUMN, EA. WAY. 3. LEGEND: H = SLAB THICKNESS + D W = COL. WIDTH D = CAP/DROP DEPTH BELOW SLAB SOFFIT @ FACE OF COLUMN (2)-#7 SUPPORT BARS, TYP. @ COL. SUPPORTS, ONE EA. SIDE BANDED TENDONS PLACE TOP REBAR WITHIN THIS STRIP 1.5T COL. WIDTH 1.5T SCHED. CONC. COLUMN REF. COL. SCHEDULE FOR REINF. PLACE DISTRIBUTED TENDONS WHICH FALL WITHIN THE LENGTHS OF TOP REBARS BELOW THE UPPERMOST LAYER OF REBAR. PLACE REMAINDER OF DISTRIBUTED TENDONS AS SHOWN ON PLANS TREF. PLANNOTE: A MINIMUM OF TWO TENDONS SHALL BE PLACED IN EA. DIRECTION DIRECTLY OVER COL. REF. PLAN FOR TOP OF COL. REBAR DISTRIBUTED TENDONS UNDER BANDED TENDONS AT COLUMN HOOK COL. DOWELS AT TOP FLOOR COL. TO BE POURED FLUSH OR BELOW SLAB SOFFITSCHED.REF.0' - 3"0' - 3"0' - 2"PT SLAB, REF. PLAN T.O.C. EL. REF. PLAN (4)-#4X9'-0", E.W. U.N.O. ON PLAN (2)-#7 SUPPORT BARS, TYP. @ COL. SUPPORTS, ONE EA. SIDE COL. WIDTH SCHED. CONC. COLUMNREF. COL. SCHED. FOR REINF. PLACE DISTRIBUTED TENDONS WHICH FALL WITHIN THE LENGTHS OF TOP REBARS BELOW THE UPPERMOST LAYER OF REBAR. PLACE REMAINDER OF DISTRIBUTED TENDONS AS SHOWN ON PLANS NOTE: A MINIMUM OF TWO TENDONS SHALL BE PLACED IN EA. DIRECTION DIRECTLY OVER COL. HOOK COL. DOWELS AT TOP FLOOR COL. TO BE POURED FLUSH OR BELOW SLAB SOFFIT SCHED.REF.3" 3"2"PT SLAB, REF. PLANT REF. PLANBANDED TENDONS T.O.C. EL. REF. PLAN (4)-#4X9'-0", E.W. U.N.O. ON PLAN. HOOK AT DISCONTINUOUS END PT SLAB REF. PLAN (6)-#5 CONT.PLANREF.NOTE: THIS CHORD REINF. OCCURS ALONG PERIMETER OF THE ENTIRE SLAB EDGE U.N.O. REF. PODIUM DIAPHRAGM REINF. PLAN 6" 6" PT SLAB REF. PLAN (6)-#5 CONT.PLANREF.NOTE: THIS COLLECTOR REINF. OCCURS ALONG COLLECTOR ZONES, REF. PODIUM DIAPHRAGM REINF. PLAN 6" 6" PT SLAB REF. PLANTROWEL EDGE 1/2" 1/2"2 1/2" MIN. CONT. DRIP, 3/4" MAX. PT SLAB REF. PLAN (4)-#5X8'-0" @ 6" O.C. E.W., U.N.O. ON PLAN COLUMN OR OTHER CONCENTRATED LOAD SLAB THICKNESS REBAR SPACING 12" O.C. 10" O.C. 8" O.C. 12" O.C. 8" OR LESS 8"<T<10" 10"<T<14" 14"<T<18" REINFORCEMENT 18"<T<20" 20"<T<24" 10" O.C. 9" O.C. PT SLAB REF. PLAN 45°45°ALTERNATE T&B SLAB EDGE CONC. BEAM BEAM OR BANDED TENDONS . 24"NOTE: 1. PLACE SINGLE LAYERS AT MID-DEPTH OF SLAB. 2. PLACE TWO LAYERS AT TOP AND BOTTOM OF SLAB. NUMBER OF LAYERS 1 2 1 2 1 2 ADDED T&B BARS AND HAIRPINS OR BACKUP BARS, REF. 7&8/S411 #5X6'-0" @ 12" O.C. @ PODIUM T&B, EA. SIDE #5X6'-0" @ 16" O.C. @ GARAGE T&B, EA. SIDE SHEAR KEY REF. 11/S411 U.N.O. ON PLAN POUR STRIP 3'-0" (4)-#6 T&B CONT. 3"3" 3/8" V-GROOVE AND SILICON SEALANT, TYP. AT TOP KEEP SHORED REF. NOTES NOTES: 1. RETAIN SHORING UNTIL CLOSURE CONCRETE REACHES SLABS DESIGN STRENGTH MIN. 14 DAYS. 2. CLOSURE STRIP TO BE POURED WITH NON-SRHINK CONCRETE NOT LESS THAN 56 DAYS AFTER STRESSING. 3. ROUGHEN AND CLEAN JOINTS AND WET PRIOR TO PLACING CONCRETE. 4. ELIMINATE ACCIDENTAL MISALIGNMENT BETWEEN EDGE OF SLABS THAT ARE TO BE JOINED WITH A CLOSURE STRIP. USE MECHANIAL METHODS SUCH AS JACKING IF NECESSARY. 5. RAISE EDGE OF SLAB 1/4" AT CLOSURE TO ALLOW FOR SETTLEMENT. 6. PROVIDE WATERPROOFING MEMBRANE IF REQUIRED FOR WATER-TIGHTNESS. 7. IF CLOSURE 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. PT TENDON PT SLAB REF. PLAN 1/2" TYP. 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 S412 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE TYPICAL PT DETAILS 7/28/217/28/21 SCALE: NONES412 3 TOP REINF. AT CORNER COLUMNS SCALE: NONES412 1 TOP REINFORCEMENT AT INTERIOR COLUMNS SCALE: NONES412 2 TOP REINFORCEMENT AT EXTERIOR COLUMNS SCALE: NONES412 4 TOP REINF. AT INTERIOR CORNER COLUMNS SCALE: 3/4" = 1'-0"S412 8 TYPICAL INTERIOR COLUMN SCALE: 3/4" = 1'-0"S412 7 TYPICAL EXTERIOR COLUMN SCALE: 3/4" = 1'-0"S412 5 TYP. CHORD REINFORCEMENT SECTION SCALE: 3/4" = 1'-0"S412 6 TYP. COLLECTOR REINFORCEMENT SECTION SCALE: 3/4" = 1'-0"S412 9 CONTINUOUS DRIP EDGE AT EXTERIOR SLAB OVERHANG SCALE: 3/4" = 1'-0"S412 10 MINIMUM REINFORCEMENT BELOW CONCENTRATED LOAD SCALE: 3/4" = 1'-0"S412 11 TEMPERATURE REINFORCEMENT BETWEEN BANDED TENDONS AND/OR BEAMS SCALE: 3/4" = 1'-0"S412 12 INTERIOR POUR STRIP DETAIL