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HomeMy WebLinkAboutWindsor Bldg - Structural Set 17 BB AA CC CC 8" 4" 6" #3 @ 16" O.C. 3" 3" 3" 1'-6"1'-6" EQ EQ PROVIED STANDARD 90° HOOK ON DOWELS OR 3" CLR. FROM EDGE OF FTG. WHERE HOOK LENGTH IS LIMITED BY FTG. SIZE.REF. FTG. SCHEDULE CLEAR HEIGHT OF COLUMN REF. PLAN CLEAR HEIGHT OF COLUMN REF. PLANCONSTRUCTION JOINT REF. FDN. PLAN & FTG. SCHEDULE FOR T/FTG & B/FTG ELEV'S. PLACEMENT TIES (REF. NOTE 2) REF. NOTE 1 COLUMN SECTION CUTAA TENSION LAP SPLICE LENGTH (8)-#8 VERT.EQEQ #3@16" O.C.6" #3 @ 16" O.C. 3" 3" 3" C.L. COLUMN CONSTRUCTION JOINT HOOKED BARS, SIZE & NO. TO MATCH COLUMN VERTS. REF. COLUMN SCHEDULE TENSION LAP SPLICE LENGTHCONCRETE COLUMN SIZE PER PLAN & SCHEDULE 2'-0"2'-0" EQ EQ EQ COLUMN SECTION CUT BB (12)-#8 VERT. EQ EQEQ#3@16" O.C. 2'-0"2'-0" EQ EQ EQ COLUMN SECTION CUT CC (12)-#8 VERT.EQEQ EQ#3@16" O.C.8" 4" 6" #3 @ 16 O.C. 3" 3" 3" PROVIED STANDARD 90° HOOK ON DOWELS OR 3" CLR. FROM EDGE OF FTG. WHERE HOOK LENGTH IS LIMITED BY FTG. SIZE. CONCRETE COLUMN SIZE PER PLAN & SCHEDULE REF. FTG. SCHEDULE CLEAR HEIGHT OF COLUMNCONSTRUCTION JOINT REF. FDN. PLAN & FTG. SCHEDULE FOR T/FTG & B/FTG ELEV'S. PLACEMENT TIES (REF. NOTE 2) REF. NOTE 1 TENSION LAP SPLICE LENGTH6" #3 @ 16 O.C. 3" 3" 3" C.L. COLUMN 8" CLEAR HEIGHT OF COLUMN REF. PLANCONSTRUCTION JOINT TENSION LAP SPLICE LENGTHHOOKED BARS, SIZE & NO. TO MATCH COLUMN VERTS. REF. COLUMN SCHEDULE 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, ORTHE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THERESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED,EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISEDISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIORWRITTEN 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 S500 100% CD ISSUE CONCRETE COLUMN ELEVATIONS 04/12/201904/12/2019 SCALE: 3/4" = 1'-0" S500 1 C1 Concrete Column Detail 1. PROVIDE FOOTING DOWELS THE SAME SIZE AND SPACING AS VERT. COLUMN REINF. 2. PROVIDE ADD'N PLACEMENT TIES SPACED 12"OC WHEN FTG. THICKNESS EXCEEDS 3'-0" 3. INCREASE CONCRETE COVER WHERE COLUMNS ARE EXPOSED TO THE WEATHER, REF. CONC. COVER TABLE ON S003 CIP CONCRETE COLUMN NOTES SCALE: 3/4" = 1'-0" S500 2 C2 Concrete Column Detail 01/03/22