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HomeMy WebLinkAbout049_A409 Plaza and Pier Sections.pdfProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateVETERANS WAYEXTENSION800 Veteran's WayCarmel, IN, 46032E R 28 22 16 H 11 SCALE: NTS PLAN NORTH KEY PLAN VETERANS WAY PEDCOR DESIGN GROUP LLC A409 Plaza and Pier Sections 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 2016 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS By: RevID Issue Name Issue Date CH ID Change Name 01 100% Construction Documents 04.29.2016 5/4/16 A -17'-9" -2 Grade Level -3'-1" -1 Plaza +2'-0" 1 First Floor 3'-10 3/8"10'-9 5/8"2'-7"6"6 3/16"1'-0 5/16"4"1 1/2"3'-10 3/4"1/2" -12'-8" -11'-1 3/8" -5'-2" -2 11/16" 8" 2'-8" 5'-9 3/8" 3'-9 5/8"2'-11"3/4"3'-6"-13'-6" 0" 1'-4 1/2" LIMESTONE CAP BEYOND BRICK PIER BEYOND LIMESTONE CORNICE LIMESTONE CORNICE BEYOND BRICK PIER BEYOND LIMESTONE TRIM BEYOND Public Sidewalk SCOURED CONC. SIDEWALK Public Sidewalk DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING AND METAL STUD CEILING FRAMING, EXT. SHEATHING TO BE APPROVED BY CEILING MANUFACTURE KEYSTONE WITH THIN BRICK SOLDIER AND ROWLOCK ARCH LIMESTONE CORNICE 5/8" EXT. SHEATHING OVER 3 5/8" MTL. STUD FRAMING GRANITE BASE BEYOND YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR S.S. STONE ANCHORS AS SPECIFIED THIN BRICK VENEER SEALANT PRECAST CONCRETE STRUCTURE, REF. S- SERIES DWGS. DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING AND METAL STUD CEILING FRAMING WATERPROOF MEMBRANE BENT STL. PLATE, REF. S-SERIES DWGS. STL. EMBEDS, REF. S- SERIES DWGS. SEALANT LINE OF GRANITE BELOW B/LIMESTONE CORNICE T/STRUCTURAL SLAB T/BRICK VENEER T/CIP WALL B/LIGHT FIXTURE T/BRICK VENEER T/GRANITE BASE B/GRANITE BASE T/BRICK VENEER T/CONC. PIER BASE BASE BID - 4" THICK SCORED CONC. SIDEWALK, REFERENCE THE C & L-SERIES DRAWINGS. 6" STRUCTURAL TOPPING SLAB, REFERENCE THE S-SERIES DRAWINGS UPPER CONCRETE MUD SLAB, SLOPE TOP OF SLAB ACCORDING TO THE C-SERIES DRAWINGS LESS THE THICKNESS OF THE PAVEMENT SLABS ABOVE. WATERPROOFING LOWER CONCRETE MUD SLAB, SLOPE TOP OF SLAB PER DRAWING 1/A402. C.I.P. CONC. WALL W/ FORMED INSET PANEL, REF. SHT. A418 3" DIA. STAINLESS STEEL HANDRAIL W/ BRACKETS DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING AND METAL STUD CEILING FRAMING BACKER ROD AND SEALANT BACKER ROD AND SEALANT CONC. PIER BASE W/ 3/4" CHAMFERED EDGES, BEYOND 1/2" EXPANSION JOINT W/ BACKER ROD AND SEALANT LIGHT FIXTURE BEYOND VERT. MEMBRANE FLASHING & TERMINATION BAR, REF. SIM. NOTES ON DTL. 3/A406 E.O.S. 1/2" EXPANSION JOINT W/ BACKER ROD AND SEALANT 1'-9 3/8" 1'-10" xL 1/2" EXPANSION MATERIAL & SEALANT C.I.P. CONC. WALL, REF. STRUCTURAL (TYP.) C.I.P. OR CMU WALL BACKFILL CONC. WALL, REF. STRUCTURAL 1/2" EXPANSION JOINT & SEALANT CONC. SLAB WATERPROOFING 100% Design Development 04/13/15 95% Construction Documents 10/26/15 SCALE: 1" = 1'-0" A1 Bridge Section East 3 A409 0 6''1'2' SCALE: 1:68.57 D1 PERSP EAST BRIDGE WALKWAY A409 SCALE: 1 1/2"= 1'-0" D3 Typ. Detail A409 0 6''12''18'' SCALE: 1 1/2"= 1'-0" D4 Typ. Detail A409 0 6''12''18''A1/A409