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HomeMy WebLinkAbout054_A414 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 A414 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 -17'-9" -2 Grade Level -3'-1" -1 Plaza +2'-0" 1 First Floor -13'-9" -5'-9" -3'-0" -6"8'-0"-3'-1" -1'-1" STEEL ROLLING DOOR C.I.P. CONC. WALL, REF. S- SERIES DWGS. 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. WATERPROOF MEMBRANE LOWER CONCRETE MUD SLAB, SLOPE TOP OF SLAB PER DRAWING 1/A402. PRECAST CONCRETE RISERS AND TREADS, REF. SHT. A312 RAILINGS AND POST, REF. SHT. A311 CONCRETE SLAB, REF. S- SERIES DWGS. FACE OF WALL MOUNTED INSULATED OVERHEAD DOOR ASSEMBLY T/COILING DOOR OPENING T/CONC. SLAB (EQUIPMENT RM.) LOUVER, REF. M-SERIES DWGS. B/C.I.P. OPENING T/C.I.P. OPENING BASE BID - 4" THICK SCORED CONC. SIDEWALK, REFERENCE THE C & L-SERIES DRAWINGS. -17'-9" -2 Grade Level -3'-1" -1 Plaza +2'-0" 1 First Floor -13'-6" -12'-8" -11'-1 3/8" -5'-2" -2 11/16" 8" 2'-8" -5'-1" 1'-11 5/8" 3 5/8"8"9 5/8"6" 7 5/8"10"6" 5'-9 3/8" 5'-1 3/8" D2 A413 LIMESTONE CORNICE LIMESTONE CORNICE BEYOND BRICK PIER BEYOND LIMESTONE TRIM BEYOND Public Sidewalk S.S. STONE ANCHORS AS SPECIFIED SEALANT THIN BRICK VENEER KEYSTONE WITH THIN BRICK SOLDIER AND ROWLOCK ARCH SEALANT STL. EMBEDS, REF. S- SERIES DWGS. BENT STL. PLATE, REF. S-SERIES DWGS. WATERPROOF MEMBRANE YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR GRANITE BASE BEYOND 5/8" EXT. SHEATHING OVER 3 5/8" MTL. STUD FRAMING LIMESTONE CORNICE Public Sidewalk SCOURED CONC. SIDEWALK DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING AND METAL STUD CEILING FRAMING, EXT. SHEATHING TO BE APPROVED BY CEILING MANUFACTURE PRECAST CONCRETE STRUCTURE, REF. S- SERIES DWGS. LINE OF GRANITE BELOW DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING AND METAL STUD CEILING FRAMING 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. WATERPROOF MEMBRANE LOWER CONCRETE MUD SLAB, SLOPE TOP OF SLAB PER DRAWING 1/A402. LIGHT FIXTURE BEYOND B/LIMESTONE CORNICE T/BRICK VENEER T/CIP WALL B/LIGHT FIXTURE T/BRICK VENEER T/GRANITE BASE B/GRANITE BASE T/BRICK VENEER B/CONC. BEAM DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING AND METAL STUD FRAMING ALIGN BULKHEAD WITH PIER TO THE NORTH BASE BID - 4" THICK SCORED CONC. SIDEWALK, REFERENCE THE C & L-SERIES DRAWINGS. T/CONC. PIER BASE VERT. MEMBRANE FLASHING & TERMINATION BAR, REF. SIM. NOTES ON DTL. 3/A406 1/2" EXPANSION JOINT, W/ BACKER ROD AND SEALANT SIM. LIMESTONE COPING BRICK PANEL INSET 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. CONT. FLASHING UNDER COPING CONT. DRIP BRICK VENEER W/ ADJ. VENEER ANCHORS GROUT SOLID BELOW FLASHING YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR CONC. PIER BASE W/ 3/4" CHAMFERED EDGES, ELEV. AT +2'-8" 10" C.I.P. CONC. WALL T/C.I.P. CONC. WALL 1/2" EXPANSION JOINT W/ BACKER ROD AND SEALANT 1 1/4"6 3/8"10"4 3/4"1 1/4" C1 A407 D2 A414 J.2 J.2 1'-11 5/8"3 5/8" 1'-11 5/8"6"9'-4 11/16"6"10'-4 11/16"LINE OF LIMESTONE COPING ABOVE CONC. PIER BASE W/ 3/4" CHAMFERED EDGES BELOW, ELEV. AT +2'-8" SIM. C.I.P. OR PRECAST CONC. WALL W/ FORMED INSET PANEL REF. SHT. A418 3" DIA. STAINLESS STEEL HANDRAIL W/ BRACKETS LIMESTONE CORNICE BELOW LIMESTONE CORNICE BELOW STEEL RAILINGS, REF. SHT. A402 A1 A408 A1 A413 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. BRICK VENEER LINE OF C.I.P. CONC. PIER BASE BELOW J.2 95% Construction Documents 10/26/15 SCALE: 1" = 1'-0" C1 COILING DOOR SECTION A414 0 6''1'2'SCALE: 1" = 1'-0" A1 Bridge Section West 2 A414 0 6''1'2'SCALE: 1" = 1'-0" D2 Enlarged Plan Detail @ +5'-6" A414 0 6''1'2'