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HomeMy WebLinkAbout023_VS302 - WALL ELEVATIONS.pdfxJJ.2 5 VS302 4" WALL RECESS 5' - 6 3/8"9' - 8 1/2"5' - 11 5/8"9' - 8 3/4"5' - 11 5/8"9' - 8 3/4"5' - 11 5/8"9' - 8 3/4"6' - 8"1' - 10"4" T/W +2' - 5 1/2" T/W -0' - 9 1/16"T/W -1' - 0 3/16" T/W -3' - 11 1/4"T/W -4' - 2 5/8" T/W -7' - 1 5/8" T/W -8' - 9 5/8" T/W -7' - 5" T/W -10' - 4" T/W -12' - 0 1/16" T/W -10' - 6 3/4" T/W -5' - 7 1/4" T/W -2' - 4 7/8" 1 3/4" 1 3/4" 1 3/4" 1 3/4" 3' - 6 3/8"2' - 0" 9' - 8 1/4"2' - 1 1/2"T/W -12' - 4" VERIFY ALL GEOMETRIES WITH ARCHITECTURAL xJ J.2 5 VS302 AT PLANTERS SEE 1/VS406 J.2 SHORE SLABS FOR POUR ABOVE PUMP ROOM. PROVIDE ROUGH BROOM FINISH TO CONSTRUCT STAIRS ON SLOPED SLAB REGIONS. J.2 5 VS302 2' - 1 1/2"4" RECESS 1 3/4" 1 3/4" 1 3/4" 1 1/2" 5' - 6 3/8"9' - 8 1/2"5' - 11 5/8"9' - 8 3/4"5' - 11 5/8"9' - 8 3/4"5' - 11 5/8"9' - 8 3/4"6' - 8"2' - 2" T/W +2' - 5 1/2" T/W -0' - 8 13/16" T/W -2' - 4 7/8" T/W -1' - 0 3/16" T/W -5' - 7 1/4" T/W -3' - 11 1/4"T/W -4' - 2 3/4" T/W -7' - 1 5/8" T/W -8' - 9 5/8" T/W -12' - 0 1/16" T/W -10' - 4 1/16"T/W -10' - 6 3/4" T/W -12' - 4" 4" WALL RECESS 2' - 0"3' - 6 1/2" ENCASE CORNER AROUND END OF PRECAST BEAM w/ 8" WALL SEGMENT WITH 8" BASE ON BACKFILL VERIFY ALL GEOMETRIES WITH ARCHITECTURAL 13143 VS301 10 8' - 0" 6 VS405 6 VS404 8' - 0"3 VS302 1' - 8"5' - 10" T/SLAB -13' - 9" 2' - 6"T/OPNG -5' - 9" 2' - 6"2' - 6" SEE SCHEDULE FOR WALL REINFORCEMENTS SEE SECTIONS FOR SPECIAL WALL REINFORCEMENTS ABOVE. (2) #5x4'-0" EA FACE ALL OPENING CORNERS. NOT SHOWN AT ALL CONDITIONS FOR CLARITY. 2 VS302 1 VS302 4 VS302 T/CONC -5' - 0" T/LDG -2' - 10" WALL HORIZONTALS EMBEDDED TO FAR SIDE OF END COLUMN ELEMENT FULL HEIGHT. 7 VS405 LOUVER OPENING OVERHEAD DOOR OPENING #5 x1'-4"x1'-6" DOWELS @ 12" OC WHERE FLOOR SLAB POURS THROUGH WALL8"SLEEVE WALL, PROVIDE BLOCK OUT, OR CORE WALL FOR PIPING AND UTILITIES TO PUMP ROOM. COORDINATE ELEVATIONS, SIZES, PLAN LOCATIONS w/ MECHANICAL. OPENINGS MAY OCCUR ANYWHERE BELOW DOOR OPENING BUT NOT IN REGIONS 2'-0" WIDTH BELOW DOOR JAMBS. 2' - 0"2' - 0" (2)#5x4'-0" DIAGONAL CORNER BARS EA FACE, TYP. T/CONC -4' - 7" 10 7/8" PC BEARING PADS AND ANCHORS AS REQUIRED BY PC MNFR VSOG12N VENEER SUPPORT T/CONC -14' - 5" 1' - 2" 2' - 0"2' - 0"LOUVER OPENING 8.8 32LB48 BEARING IN FOREGROUND (BEAM NOT SHOWN) PB2430 32LB48 1 VS302 4" VCW16 OFFSET INSIDE FACE REINFORCEMENT, LAP 2'-6" INTO LOWER PORTION OF WALL SEE ARCHITECTURAL FOR CAP STONE AND GUARDRAIL INSTALLATION, A417. SS ROC PROFE.AI GNNIOLAE RER SASTATE OF 860325 NNID No. A ENI R M IED EG N TS E Y MOC DE c E R 28 22 16 H 11 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 15102 Sheet Number: Sheet Title: Set Issue Date Last Revision Date: Drawn By: Sheet Issue Date Checked By: 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. © COPY RIGHT 2015 JAMES R. STUTZMAN, AIA, Carmel, Indiana. COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number: Engineer: PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) MEI 15102 KEY PLAN VETERANS WAY SCALE: NTS By: Developer: Project: PLAN NORTH VETERANS WAYEXTENSIONCarmel, IN 46032WALL ELEVATIONS VS302 CONSTRUCTION DOCUMENT Author Checker 04/29/16 04/29/16 No. Date Description SCALE:VS302 3/16" = 1'-0" 1WALL ELEVATION SCALE:VS302 3/16" = 1'-0" 2WALL ELEVATION SCALE:VS302 3/16" = 1'-0" 3WALL ELEVATION SCALE:VS302 3/16" = 1'-0" 4WALL ELEVATION SCALE:VS302 3/8" = 1'-0" 5WALL ELEVATION SCALE:VS302 3/4" = 1'-0" 6TYPICAL WALL RECESS