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HomeMy WebLinkAboutS354 - TYPICAL POST-TENSIONED SLAB MISCELLANEOUS DETAILS6" DIAMETER GALVANIZED STANDARD WEIGHT STEEL PIPE (ASTM A53) PAINTED (PROVIDE UNDER YELLOW SECTION 05500, METAL FABRICATIONS, OF THE PROJECT MANUAL) WASH FILL PIPE WITH CONCRETE SEAL JOINT (1)-#4x3'-0" ON EACH SIDE OF PIPE (4 TOTAL). CENTER BAR LENGTH ON PIPE. (4)-3/4" DIAMETER x 6" LONG WELDED HEADED ANCHOR STUDS AT MID-DEPTH OF SLAB GALVANIZED STEEL SLEEVE NOTES: 1. CONTRACTOR TO PLACE SLEEVES AND PIPES TO ENSURE BOLLARDS ARE PLUMB AND LEVEL AND ADJACENT BOLLARDS ALIGN. 3/16 GRIND SMOOTH (1)-#4x3'-0" ON EACH SIDE OF PIPE (4 TOTAL). CENTER BAR LENGTH ON PIPE.LENGTHSLEEVE 3"SLAB THICKNESSSEAL JOINT 3"NOTES: 1. EXTEND SLEEVES 3" ABOVE TOP OF SLAB AS INDICATED. 2. COORDINATE LOCATION AND SIZE OF ALL VERTICAL SLEEVES THROUGH FLOOR SLAB WITH PLUMBING AND FIRE PROTECTION DRAWINGS. 3. DO NOT PLACE SLEEVES THROUGH BEAMS OR GIRDERS UNLESS APPROVED BY STRUCTURAL ENGINEER OF RECORD.TT/2T/2CENTERLINE OF SHEAR KEY AND CENTERLINE OF TENDON PLACE PT ANCHORS WITH LONG DIMENSION HORIZONTAL (TYP) #4 AT 12" POST-TENSIONING ANCHORS FOR SLAB TENDONS (TYP) NOTES: 1. THIS DETAIL IS A LONGITUDINAL SECTION THRU A TYPICAL CONSTRUCTION JOINT IN THE POST-TENSIONED SLAB. 1 1/2" x 1 1/2" SHEAR KEY (TYP) 4" TYP 3 S354 ● 4 S354 ● 5 S354 ● (2) #4 BACKUP BARS 3/4" CHAMFER POUR NO. 1POUR NO. 2 CONSTRUCTION JOINT INTERMEDIATE PT ANCHOR .2'-0"1 1/2" CLR(2) #3 PER TENDON 1" CLR#3 'S (2) #4 BACKUP BARS PT ANCHOR CONSTRUCTION JOINT NOTES: 1. THIS DETAIL IS APPLICABLE WHEN THE NUMBER OF GROUPED TENDONS IS FOUR (4) OR GREATER, INCLUDING BEAM TENDON ANCHORS LOCATED WITHIN THE SLAB. 2. FOR ADDITIONAL NOTES SEE DETAIL 4/S357. PT TENDONS PLAN VIEWT/2T/2T2" CLR(6) -#4 CONT TOP AND BOTT 4'-0" POUR STRIP 6"3'-0" LAP, TYP 6" SEE PLAN FOR LOCATIONS 1" CLRSEE REINFORCING PLANS FOR INFORMATION NOTES: 1. POST-TENSIONING TENDONS AND REINFORCING NOT SHOWN FOR CLARITY. SEE DETAILS ON S355 FOR DETAILS. 2. SEE NOTES ON REINFORCING PLAN SHEETS CONCERNING SLABS AT POUR STRIPS. 3. POUR STRIPS SHALL BE LEFT OPEN A MINIMUM OF 45 DAYS. 4. SHORING TO REMAIN IN PLACE UNTIL POUR STRIP IS FILLED AND CONCRETE ACHIEVES 75% OF ITS COMPRESSIVE STRENGTH. SHORING, SEE NOTE 4 (2) #4 BACKUP BARS SEE NOTES 1 AND 2 3/4" CHAMFER POUR NO. 1 REMOVE LAITANCE FROM VERITCAL SURFACE PRIOR TO POUR NO. 2 POUR NO. 2 CONSTRUCTION JOINT INTERMEDIATE PT ANCHORPOST-TENSIONING (PT) TENDON "C" PT TENDON"D"T/2T/2TSEE NOTE 3 NOTES: 1. PROVIDE TOOLED JOINT WITH DIMENSIONS "C" AND "D" USING GROOVER TYPE IN ACCORDANCE WITH SEALANT MANUFACTURER'S INSTRUCTIONS. 2. PREPARE AND SEAL JOINT AS SPECIFIED IN DIVISION 7 OF THE PROJECT MANUAL. 3. CORROSION PROTECTION SLEEVE PROVIDING A COMPLETE WATER-TIGHT ENCAPSULATION OF THE PRESTRESSING STEEL, SEE SECTIONS 033650. 4. ORIENT ANCHORS VERTICALLY FOR SLABS 7" THICK OR GREATER; ORIENT ANCHORS HORIZONTALLY FOR SLABS LESS THAN 7" THICK. STRIP APPROXIMATELY 12" OF TENDON SHEATHING TO ALLOW FOR STRESSING, REPAIR WITH SHEATHING TAPE PER SPECIFICATION. STRAIGHT 16" MIN 3/4" CHAMFER POUR NO. 1POUR NO. 2 CONSTRUCTION JOINT T/2T/2TNOTES: 1. PROVIDE TOOLED JOINT WITH DIMENSIONS "C" AND "D" USING GROOVER TYPE IN ACCORDANCE WITH SEALANT MANUFACTURER'S INSTRUCTIONS. 2. PREPARE AND SEAL JOINT AS SPECIFIED IN DIVISION 7 OF THE PROJECT MANUAL. SEE NOTES 1 AND 2 #4x4'-0" AT 12" (ONLY AT 12" SLABS) 1 1/2" 1 1/2" 2" CLR 1" CLR 2'-0" 2'-0" SHEAR KEY (1 1/2" x 1 1/2") LOCATE AT MID-DEPTH OF SLAB BETWEEN TENDON GROUPS #4x4'-0" AT 12" . TOP OF SLAB ELEVATION AT DRAIN DRAIN, SET PRIOR TO CONCRETE POUR PIPE SEE ARCHITECTURAL AND OR PLUMBING DRAWINGS FOR REQUIRED ELEVATION NOMINAL SLAB DEPTH SEE NOTE 2 NOTES: 1. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS AND QUANTITIES OF FLOOR DRAINS. 2. REPLACE INTERRUPTED SLAB REINFORCING WITH (1) #4 x 3'-0" EACH WAY ON EACH SIDE OF DRAIN. SECOND LEVEL 17'-6" 3" DIA. SLEEVE AT 12" CENTERED ON BAR AT PLACEMENT; GROUTH SOLID AFTER POST TENSIONING BONDBREAKER REINFORCEMENT PER SCHEDULE SHEAR WALL PER PLAN PODIUM SLAB PER PLAN 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. © 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 2:19:59 PMS354 TYPICAL POST-TENSIONED SLAB MISCELLANEOUS DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 3/4" = 1'-0"6 TYPICAL BOLLARD AT POST-TENSIONED SLAB SCALE: 3/4" = 1'-0"7 TYPICAL VERTICAL SLEEVE THRU PT SLAB SCALE: 1/2" = 1'-0"2 TYP PT SLAB CONSTRUCTION JOINT SCALE: 6" = 1'-0"5 TYP PT SLAB CONSTRUCTION JOINT SCALE: 3/4" = 1'-0"1 TYPICAL PT SLAB POUR STRIP SCALE: 6" = 1'-0"4 TYPICAL PT SLAB CONSTRUCTION JOINT SCALE: 6" = 1'-0"3 TYPICAL PT SLAB CONSTRUCTION JOINT SCALE: 1 1/2" = 1'-0"8 TYPICAL FLOOR DRAIN DETAIL AT ELEVATED SLAB SCALE: 1" = 1'-0"9 SECTION Revision ID Transmittal Set Date Transmittal Set Name