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HomeMy WebLinkAbout050_A410 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 A410 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 D3 A410 -17'-9" -2 Grade Level -3'-1" -1 Plaza +2'-0" 1 First Floor3'-9 3/8"4'-3"9'-0"1'-5"2'-7"6"7"1'-0 11/16"4"5/16"2"2'-11 5/8" -12'-8" -4'-10 5/16" 0" 1'-8" 2'-8" 5'-9 3/8" -13'-6" 5'-1 3/8"2'-5 3/8"2"6"1'-11 5/8"6" C2 A410 C1 A410 A1 A409 C3 A410 LIMESTONE COPING 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. CONT. FLASHING UNDER COPING CONT. DRIP 2" EXPANSION JOINT BEYOND WHERE BRIDGE PIER MEETS ADJACENT BUILDING YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR BASE BID - SCOURED CONC. SIDEWALK ADJACENT BUILDING METAL STUD WALL OF ADJACENT BUILDING GRANITE BASE 8" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. GROUT SOLID BELOW FLASHING YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR DIRECT APPLIED FINISH SYSTEM OVER 5/8" EXT. SHEATHING AND METAL STUD CEILING FRAMING, EXT. SHEATHING TO BE APPROVED BY CEILING MANUFACTURE SIM. BRICK VENEER W/ ADJ. VENEER ANCHORS BRICK VENEER W/ ADJ. VENEER ANCHORS PRECAST CONCRETE STRUCTURE, REF. S- SERIES DWGS. T/STRUCTURAL SLAB T/CIP WALL T/GRANITE BASE B/GRANITE BASE T/BRICK VENEER T/CONC. PIER BASE B/SHEATHING 12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. GROUT SOLID BELOW FLASHING CONC. PIER BASE W/ 3/4" CHAMFERED EDGES, ELEV. AT +2'-8" C.I.P. CONC. WALL W/ FORMED INSET PANEL, REF. SHT. A418 3" DIA. STAINLESS STEEL HANDRAIL W/ BRACKETS 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. FOUNDATION FOR ADJACENT BUILDING GROUT SOLID BELOW FLASHING 10" C.I.P. CONC. WALL T/C.I.P. CONC. WALL 1/2" EXPANSION JOINT, W/ BACKER ROD AND SEALANT 3/4"2'-11 5/8"3/4" 1'-1 1/4" 1'-0 1/8" 11 5/8" D2 A410 GROUT AIR SPACE SOLID AT TOP OF GRADE6"2'-8"6"3'-1 5/8"3'-1 5/8"3'-0"2'-4 3/8"1'-1 1/2" 3'-5 5/8"2'-10"1'-1 7/16"3'-2"3'-7 5/8"6'-3 5/8" 12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. BRICK VENEER BRICK SOLDIER AND ROWLOCK ARCH ABOVE 2" EXP. JOINT MATERIAL ADJACENT BUILDING VENEER METAL STUD WALL AND CMU OF ADJACENT BUILDING 2" EXP. JOINT MATERIAL 8" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. BRICK VENEERCMU NOTE: BOTTOM OF GRANITE BASE FOR THIS PIER IS -13'-6"7 5/8"1'-8 3/8"7 5/8"2"2'-11 5/8"1'-11 5/8"5 1/4" BRICK VENEER LIMESTONE CORNICE BELOW LINE OF LIMESTONE COPING ABOVE ADJACENT BUILDING VENEER 2" EXP. JOINT MATERIAL 1/2" EXP. JOINT BELOW EXP. JOINT MATERIAL BELOW C.I.P. CONC. WALL W/ FORMED INSET PANEL, REF. SHT. A418 CONC. PIER BASE W/ 3/4" CHAMFERED EDGES, ELEV. AT +2'-8"RECESS11 1/4"10"4 9/16" 1'-11 5/8"3/8"2'-11 5/8"2"3'-0"8"2'-6"8"2'-11 5/8"3'-7 5/8"3'-0"2'-4 3/8"11 5/8" 3'-5 5/8"2'-10"11 5/8" 6'-3 5/8"3'-2"3'-7 5/8"2'-8" CMU BACK UP, GROUT CORES SOLID, REF. S- SERIES DWGS. 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. BRICK VENEER BRICK SOLDIER AND ROWLOCK ARCH ABOVE 2" EXP. JOINT MATERIAL ADJACENT BUILDING VENEER METAL STUD WALL AND CMU OF ADJACENT BUILDING 2" EXP. JOINT MATERIAL 8" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. BRICK VENEER SIM.CMUCMUCMUCMU CMU CMU A1 A408 A1 A410 D3 A410 A1 A410 3'-1 5/8" 2'-8" 2"6"1'-11 5/8"6"A1 A409 10" C.I.P. CONC. WALL BRICK VENEER W/ ADJ. VENEER ANCHORS CONT. DRIP CONT. FLASHING UNDER COPING 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. LIMESTONE COPING ADJACENT BUILDING VENEER 2" EXPANSION JOINT MATERIAL GROUT SOLID BELOW FLASHING CONC. PIER BASE W/ 3/4" CHAMFERED EDGES, ELEV. AT +2'-8" C.I.P. CONC. WALL W/ FORMED INSET PANEL, REF. SHT. A418 3" DIA. STAINLESS STEEL HANDRAIL W/ BRACKETS YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR T/CONC. PIER BASE C.I.P. CONC. WALL BEYOND, SEE D2/A410 BRICK VENEER 11 5/8"2'-8"3'-7 5/8"7'-5 1/16"11 5/8"2'-2"12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. GROUT SOLID, REF. S- SERIES DWGS. PIER CAP BELOW FOUNDATION OF ADJACENT BUILDING 7'-5 1/16"3'-1 5/8"13 A1 A410 A1 A410 SIM. A1 A408 SIM. A1 A408 xL A xL A xL A 13 13 13 13 12 12 xL A 95% Construction Documents 10/26/15 SCALE: 1" = 1'-0" A1 Bridge/Baldwin Section East 4 A410 0 6''1'2' SCALE: 1" = 5' D1 PERSP EAST BRIDGE/BALDWIN A410 0 2'5'10' SCALE: 1" = 1'-0" C2 Enlarged Plan Detail @ -12' A410 0 6''1'2'SCALE: 1" = 1'-0" D2 Enlarged Plan Detail @ + 4' A410 0 6''1'2' SCALE: 1" = 1'-0" C1 Enlarged Plan Detail @ -10' A410 0 6''1'2' SCALE: 1" = 1'-0" D3 Section Detail A410 0 6''1'2'SCALE: 1" = 1'-0" C3 Enlarged Plan Detail @ -14'-6" A410 0 6''1'2'A1/A410A1/A408