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HomeMy WebLinkAboutS323 - TYPICAL CONCRETE SHEAR WALL DETAILSHORIZONTAL REINFORCING PER SCHEDULE VERTICAL REINFORCING PER SCHEDULE #3 TIES AT 12" FULL HEIGHT NOTE: SEE TYPICAL CONCRETE WALL CORNER DETAIL FOR HORIZONTAL REINFORCING CORNER BAR AND HOOKED BAR REQUIREMENTSSEE PLANSEE PLAN TYP 1 1/2" CLR HORIZONTAL REINFORCING PER SCHEDULE VERTICAL REINFORCING PER SCHEDULE #3 TIES AT 12" FULL HEIGHT NOTE: SEE TYPICAL CONCRETE WALL CORNER DETAIL FOR HORIZONTAL REINFORCING CORNER BAR AND HOOKED BAR REQUIREMENTS SEE PLAN SEE PLANSEE SCHEDULELAP SPLICETYP 1 1/2" CLR #3 TIES AT 3" #3 TIES AT 3" CONSTRUCTION JOINT WITH ROUGHENED SURFACE SEE SCHEDULELAP SPLICEADDITIONAL CROSS TIES WHERE REQUIRED. SEE REINFORCING SCHEDULE #3 TIES AT 48" EACH DIRECTION VERTICAL REINFORCEMENT HORIZONTAL REINFORCEMENT TYP 1 1/2" CLR SEE SCHEDULELAP SPLICECONSTRUCTION JOINT WITH ROUGHENED SURFACE TYP 1 1/2" CLR HORIZONTAL REINFORCEMENT VERTICAL REINFORCEMENT SEE SCHEDULELAP SPLICETOP OF FOUNDATION CONSTRUCTION JOINT WITH ROUGHENED SURFACE CROSS TIES WHERE NOTED DOWELS PER SHEAR WALL REINFORCING SCHEDULE 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 2:19:46 PMS323 TYPICAL CONCRETE SHEAR WALL DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONSCALE: 3/4" = 1'-0"1 TYPICAL SHEAR WALL CORNER DETAIL SCALE: 3/4" = 1'-0"2 TYPICAL SHEAR WALL INTERSECTION DETAIL SCALE: 3/4" = 1'-0"3 TYPICAL SHEAR WALL SECTION AT ROOF SCALE: 3/4" = 1'-0"4 TYPICAL SHEAR WALL SECTION AT FLOOR SLAB SCALE: 3/4" = 1'-0"5 TYPICAL SHEAR WALL CONSTRUCTION JOINT SCALE: 3/4" = 1'-0"6 TYPICAL SHEAR WALL SECTION AT FOUNDATION Revision ID Transmittal Set Date Transmittal Set Name