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Windsor Bldg - Structural Set 16
T.O.C. EL. REF. PLAN SHEAR WALL, REF. PLAN AND ELEVATIONS FOR SIZE AND REINF.REF. PLAN(2)-#6 EA. FACE OF PUNCHED OPENING, U.N.O. EXTEND 2'-6" PAST OPENING C.I.P. ELEVATED CONC. SLAB, REF. PLAN ROUGHEN INTERFACE TO 1/4" AMPLITUDE 1" CLR.ALTERNATE HOOK DIRECTION SHEAR WALL, REF. PLAN AND ELEVATIONS FOR SIZE AND REINF. T.O.C. EL. REF. PLAN REF. PLANROUGHEN INTERFACE TO 1/4" AMPLITUDE DOWELS TO MATCH VERT. WALL REINF. SIZE AND SPA. FROM WALL BELOW C.I.P. ELEVATED CONC. SLAB, REF. PLAN1 "LAP SPLICE = 1.3Ld (CLASS B) 0" ALTERNATE HOOK DIRECTION T.O.FOOTING EL. REF. PLAN SHEAR WALL, REF. PLAN AND ELEVATIONS FOR SIZE AND REINF. ROUGHEN INTERFACE TO 1/4" AMPLITUDE LAP SPLICE = 1.3 Ld (CLASS B)DOWELS TO MATCH VERT. WALL REINF. SIZE AND SPA. FROM WALL BELOW0" #5 @12"OC SHEARWALL FDN. - REF. FOUNDATION FORMING PLAN FOR SIZE & REINF ALTERNATE HOOK DIRECTION 1.3 Ld1.3 Ld REF SHEARWALL ELEVATIONS FOR VERT. & HORIZ REINF. REF SHEARWALL ELEVATIONS FOR VERT. & HORIZ REINF. HORIZ. DOWEL TO MATCH LARGER HORIZ. BAR SIZE & SPA. PANEL ZONE REINF. REF. TO SHEARWALL ELEV. FOR SIZE & SPACING (2) VERT. BARS TO MATCH SCHEDULED VERT. BAR SIZE LAP REINF. FROM WALL BELOW. SHEAR WALL, REF. PLAN AND ELEVATIONS FOR SIZE AND REINF. C.I.P. ELEVATED CONC. SLAB, REF. PLAN T.O.C. EL. REF. PLAN SHEAR WALL, REF. PLAN AND ELEVATIONS FOR SIZE AND REINF.LAP SPLICE = 1.3 Ld (CLASS B)ROUGHEN INTERFACE TO 1/4" AMPLITUDE HOOK SLAB REINF. INTO SHEARWALL w/ CLASS B LAP SPICE, TYP. LAP REINF. FROM WALL BELOW. (2)-#6 EA. FACE OF PUNCHED OPENING, U.N.O. EXTEND 2'-6" PAST OPENING SHEAR WALL, REF. PLAN AND ELEVATIONS FOR SIZE AND REINF. C.I.P. ELEVATED CONC. SLAB, REF. PLAN T.O.C. EL. REF. PLAN SHEAR WALL, REF. PLAN AND ELEVATIONS FOR SIZE AND REINF.LAP SPLICE = 1.3 Ld (CLASS B)ROUGHEN INTERFACE TO 1/4" AMPLITUDE HOOK SLAB REINF. INTO SHEARWALL w/ CLASS B LAP SPICE, 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, 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 S420 100% CD ISSUE SHEARWALL DETAILS 04/12/201904/12/2019 SCALE: NONES420 1 SHEARWALL DETAIL OPENING AT TOP FLOOR SCALE: NONE S420 3 SHEARWALLREINFORCEMENT AT TOP FLOOR SCALE: NONE S420 6 SHEARWALL DOWELS AT FOUNDATION SCALE: NONES420 9 TYPICAL SHEARWALL "L" CORNER DETAIL SCALE: NONES420 7 STRAIGHT SHEARWALL END ZONE EXAMPLE SCALE: 1" = 1'-0"S420 2 SHEARWALL REINFORCEMENT LAP SPLICE AT FLOOR SCALE: 1" = 1'-0"S420 4 SHEARWALL DETAIL OPENING AT FLOOR 01/03/22