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HomeMy WebLinkAboutS320 - TYPICAL CONCRETE WALL DETAILSCONSTRUCTION JOINT HORIZONTAL WALL REINFORCEMENT CONTINUOUS THROUGH CONSTRUCTION JOINT THIS DETAIL APPLIES ONLY TO WALLS WITHOUT VERTICAL CONTROL JOINTS. SEE TYPICAL VERTICAL WALL CONTROL JOINT DETAIL FOR CONSTRUCTION JOINTS IN WALLS WITH VERTICAL CONTROL JOINTS. 1. NOTES: PLAN VIEW PLAN VIEW 1" AT FACE OF WALL 1 127/256" CLR SEE NOTE 1 CUT EVERY OTHER HORIZONTAL BAR (EACH FACE AT CONTROL JOINT) HORIZONTAL REINFORCING VERTICAL REINFORCING PROVIDE VERTICAL CONTROL JOINTS IN WALLS (W.C.J.) WHERE INDICATED ON PLANS, WITH UNIFORM SPACING ALONG THE LENGTH OF WALL. LOCATE VERTICAL CONSTRUCTION JOINTS IN WALLS WITH VERTICAL CONTROL JOINTS AT CONTROL JOINT LOCATIONS. FORM FOR CONTROL JOINT MAY BE LEFT IN PLACE ON SIDE WITH BACKFILL. EXTEND CONTROL JOINT FROM TOP OF FOOTING TO TOP OF WALL UNLESS OTHERWISE INDICATED. 1. 2. 3. 4. NOTES: 1 1/2" CLR 1/2" AT BACK OF STRIP REMOVABLE BEVELLED FORM EXPOSED FACE SEE NOTE 3 2" CLR STANDARD 90 DEG HOOK 2'-0" TYPICAL OR PROVIDE (2) -#5 1 EACH FACE (2) -#5 x 4'-0" 1 EACH FACE (2) -#5 x 4'-0" 1 EACH FACE (2) -#5 1 EACH FACE (2) -#5 1 EACH FACE AT BOTTOM OF OPENING (2) -#5 x 4'-0" 1 EACH FACE (2) -#6, 1 EACH FACE AT TOP OF OPENING (2) -#5 x 4'-0" 1 EACH FACEOPENINGOPENING WHERE VERTICAL REINFORCEMENT IS INTERRUPTED BY THE OPENING, PROVIDE ONE-HALF OF THE INTERRUPTED BARS (FULL LENGTH (ON EACH SIDE OF THE OPENING IN PLACE OF THE (2) #5 INDICATED. RECTANGULAR OPENING IS SHOWN. PROVIDE ALL ADDITIONAL REINFORCING EXCEPT DIAGONAL BARS AT CIRCULAR OPENINGS. 1.. NOTES: WALL REINFORCEMENT (BOTH FACES) WALL REINFORCEMENT (MIDDLE) WALL REINFORCEMENT (INSIDE FACE) PROVIDE CORNER BARS AS SHOWN. MATCH HORIZONTAL WALL REINFORCEMENT IN BAR SIZE AND SPACING. SEE APPLICABLE SECTIONS FOR REINFORCING STEEL CLEARANCES. TERMINATE HORIZONTAL WALL REINFORCEMENT 2" CLEAR FROM END WALL GRADE BEAMS:PROVIDE CORNER BARS FOR LONGITUDINAL REINFORCEMENT IN GRADE BEAMS AT CORNERS (WHERE THERE IS NO CONCRETE PIER) AS SHOWN IN THE ABOVE DETAIL "WALL REINFORCEMENT BOTH FACES". NOTES: 1. 2. 3. 4..TYPICAL WALL REINFORCEMENT SEE WALL SECTIONS TYPICAL WALL REINFORCEMENT SEE WALL SECTIONS CORNER BARS CLASS B SPLICE TYPICAL WALL REINFORCEMENT SEE WALL SECTIONS TYPICAL WALL REINFORCEMENT SEE WALL SECTIONS #4 #4 #4 #4 TYPICAL WALL REINFORCEMENT SEE WALL SECTIONS TYPICAL WALL REINFORCEMENT SEE WALL SECTIONS CORNER BARS CLASS B SPLICE CORNER BARS CLASS B SPLICE 0"(TYP)#4#4 IF OPTIONAL JOINT IS NOT USED, OMIT DOWELS, AND PROVIDE STANDARD 90° END HOOKS ON THESE BARS DOWELS TO MATCH HORIZONTAL WALL REINFORCEMENT IN SIZE AND SPACING (TYPICAL) OPTIONAL JOINT (SEE NOTE 2) STANDARD HOOK LAP SPLICE AS INDICATED IN THE SCHEDULE (AS REQUIRED) OPTIONAL JOINT (SEE NOTE 2) HORIZONTAL REINFORCEMENTSTANDARD HOOK WALL REINFORCEMENT (MIDDLE) WALL REINFORCEMENT (BOTH FACES) SEE APPLICABLE SECTIONS FOR WALL REINFORCEMENT AND REINFORCING STEEL CLEARANCES. DOWEL BAR SUBSTITUTES MAY BE PROVIDED AT INTERSECTING WALL CONSTRUCTION JOINTS, AT CONTRACTORS OPTION, SEE DIVISION 3 -CAST-IN-PLACE CONCRETE, OF THE PROJECT MANUAL. 1. 2. NOTES: 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 2:19:37 PMS320 TYPICAL CONCRETE WALL DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONNOT-TO-SCALE1TYPICAL VERTICAL WALL CONSTRUCTION JOINT NOT-TO-SCALE2TYPICAL VERTICAL WALL CONTROL JOINT NOT-TO-SCALE3TYPICAL REINFORCING AT WALL OPENING NOT-TO-SCALE4TYPICAL CORNER REINFORCEMENT FOR WALLS NOT-TO-SCALE5TYPICAL CONCRETE WALL INTERSECTIONS Revision ID Transmittal Set Date Transmittal Set Name