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HomeMy WebLinkAbout047_A407 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 A407 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 3/8"2'-4 5/8"6"5 11/16"1'-0 15/16"4"1 3/8"2'-9 5/8"3'-9 5/8"3'-9 3/8"2'-10 1/16" 2'-8" -14'-0" -12'-8" -11'-1 3/8" -5'-2" -2 11/16" 8" 2'-8" 5'-9 3/8"2'-11"3/4"3'-6"1/2" 3" 1'-4 1/2" LIMESTONE COPING BEYOND BRICK PIER BEYOND LIMESTONE CORNICE LIMESTONE CORNICE BEYOND BRICK PIER BEYOND LIMESTONE TRIM BEYOND LIGHT FIXTURE BEYOND BASE BID - 4" THICK SCORED CONC. SIDEWALK, REFERENCE THE C & L-SERIES DRAWINGS. Road Below Plaza Bridge CONCRETE STREET, REF. C-SERIES DWGS. DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING AND METAL STUD CEILING FRAMING, EXT. SHEATHING TO BE APPROVED BY CEILING MANUFACTURE 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 GRANITE BASE BEYOND BACKER ROD & SEALANT METAL STUD BRACING YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR S.S. STONE ANCHORS AS SPECIFIED THIN BRICK VENEER PRECAST CONCRETE STRUCTURE, REF. S-SERIES DWGS. SEALANT DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING AND METAL STUD CEILING FRAMING LIMESTONE CORNICE KEYSTONE WITH THIN BRICK SOLDIER AND ROWLOCK ARCH LINE OF GRANITE BELOW E.O.S. BENT STL. PLATE, REF. S-SERIES DWGS. STL. EMBEDS, REF. S- SERIES DWGS. UPPER CONCRETE MUD SLAB, SLOPE TOP OF SLAB ACCORDING TO THE C-SERIES DRAWINGS LESS THE THICKNESS OF THE PAVEMENT SLABS ABOVE. B/LIMESTONE CORNICE T/STRUCTURAL SLAB T/BRICK VENEER T/CIP WALL WATERPROOF MEMBRANE LOWER CONCRETE MUD SLAB, SLOPE TOP OF SLAB PER DRAWING 1/A402. 6" STRUCTURAL TOPPING SLAB, REFERENCE THE S-SERIES DRAWINGS B/LIGHT FIXTURE T/BRICK VENEER T/GRANITE BASE B/GRANITE BASE T/BRICK VENEER T/CONC. PIER BASE CONC. PIER BASE W/ 3/4" CHAMFERED EDGES, BEYOND 1/2" EXPANSION JOINT, W/ BACKER ROD AND SEALANT WATERPROOF MEMBRANE VERT. MEMBRANE FLASHING & TERMINATION BAR, REF. SIM. NOTES ON DTL. 3/A406 1/2" EXPANSION JOINT, W/ BACKER ROD AND SEALANT -17'-9" -2 Grade Level -3'-1" -1 Plaza +2'-0" 1 First Floor 3 11/16"1'-5"2'-7"6"7"1'-0 11/16"4"5/16"3'-9 3/8"1'-5 13/16"1'-5 13/16" -14'-0" -12'-8" -2'-10 11/16" 5'-9 3/8"8"3'-1 3/8"1'-5 13/16"1'-5 13/16" 2'-11 5/8" -12'-8" -14'-0" 2'-8" 6"1'-11 5/8"6" 5'-1 3/8"2'-5 3/8"3" 0" A1 A407 A1 A408 LIMESTONE COPING GRANITE BASE 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. CONT. FLASHING UNDER COPING CONT. DRIP GROUT SOLID BELOW FLASHING YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR BRICK VENEER W/ ADJ. VENEER ANCHORS BRICK VENEER W/ ADJ. VENEER ANCHORS PRECAST CONCRETE STRUCTURE, REF. S- SERIES DWGS. DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING AND METAL STUD CEILING FRAMING, EXT. SHEATHING TO BE APPROVED BY CEILING MANUFACTURE DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING AND METAL STUD CEILING FRAMING, EXT. SHEATHING TO BE APPROVED BY CEILING MANUFACTURE SIM. 10" CMU, GROUT CORES SOLID, REF. S-SERIES DWGS. CONC. PIER BASE W/ 3/4" CHAMFERED EDGES, ELEV. AT +2'-8" CONCRETE CURB AND STREET, REF. C-SERIES DWGS. WATERPROOF MEMBRANE BACKER ROD AND SEALANT, TYPICAL T/GRANITE BASE B/GRANITE BASE B/SHEATHING 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 S.S. BLOCK TIES BLOCK TIES C.I.P. CONC. WALL W/ FORMED INSET PANEL, REF. SHT. A418 3" DIA. STAINLESS STEEL HANDRAIL W/ BRACKETS 12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. T/GRANITE BASE B/GRANITE BASE YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR GROUT SOLID BELOW FLASHING GROUT SOLID 10" C.I.P. CONC. WALL T/C.I.P. CONC. WALL 1/2" EXPANSION JOINT, W/ BACKER ROD AND SEALANT 1/2" EXPANSION JOINT, W/ BACKER ROD AND SEALANT T/STRUCTURAL SLAB T/STRUCTURAL SLAB 3/4"2'-11 5/8"3/4" 11 1/4" 1'-0 1/4" 11 5/8" B3 A408 B2 A408 B1 A408 D3 A408 B4 A408 GROUT AIR SPACE SOLID AT 1'-0" ABOVE GRADE 14 xL 100% Design Development 04/13/15 95% Construction Documents 10/26/15 SCALE: 1" = 1'-0" A1 Bridge Section East 1 A407 0 6''1'2' SCALE: 1:73.85 E1 Perspective A407 SCALE: 1" = 1'-0" C1 Bridge Section N/S 6 A407 0 6''1'2'A1/A409A1/A408A1/A407