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HomeMy WebLinkAbout051_A411 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 A411 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 -12'-8" 5'-9 3/8" 2'-8" 5'-1 3/8" 0'-6"0'-9 5/8"1'-0" 2'-3 5/8"2'-5 3/8"-13'-6" 0'-3" B2 A411 B3 A411 B4 A411 LIMESTONE COPING GRANITE BASE 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. 10" C.I.P. WALL 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 LINE OF FUTURE BUILDING AND EXPANSION JOINT CONC. REINFORCING DOWELED INTO CONC. SLAB W/ EPOXY BASE BID - 4" THICK SCORED CONC. SIDFEWALK, REFERENCE THE C & L-SERIES DRAWINGS. 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 T/GRANITE BASE B/GRANITE BASE T/BRICK VENEER T/CONC. PIER BASE GROUT SOLID BEHIND CMU 2" EXPANSION JOINT ASSEMBLY IN PARK EAST GARAGE PROJECT T/STRUCTURAL SLAB 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 BACKER ROD AND SEALANT 8" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. 12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR GROUT SOLID BELOW FLASHING VERT. MEMBRANE FLASHING & TERMINATION BAR, REF. SIM. NOTES ON DTL. 3/A406 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. T/C.I.P. CONC. WALL 1/2" EXPANSION JOINT, W/ BACKER ROD AND SEALANT GROUT AIR SPACE SOLID BEHIND CMU9'-9 3/8"0'-1 5/8"4'-9"0'-11 1/4" 0'-10 1/4" 0'-11 5/8" B1 A411 D3 A411 A1 A408 3'-0"2'-4 3/8"11 7/16" 3'-5 5/8"2'-10"11 9/16" 7'-3 3/16"2"1'-2"1'-3 5/8"8"2'-5 5/8"2"2'-8"3'-1 5/8"CONC. COL., REF. S- SERIES DWGS. CMU BACK UP, GROUT CORES SOLID, REF. S- SERIES DWGS. 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. BRICK VENEER CMUCMUCMUCMU CMU CMU CMU2" EXP. JOINT MATERIAL, IN FUTURE BID PACKAGE 2" EXP. JOINT MATERIAL, IN FUTURE BID PACKAGE BRICK VENEER 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS.1'-2"10 1/8"7 7/8"1'-2"1'-11 5/8"1'-0"9 5/8"1'-0"1'-3 5/8"3/8"2'-4"5 1/4" BRICK VENEER BRICK PANEL INSET LIMESTONE CORNICE BELOW FUTURE BID PACKAGE 2" EXP. JOINT MATERIAL C.I.P. CONC. WALL W/ FORMED INSET PANEL, REF. SHT. A418 CONC. PIER BASE W/ 3/4" CHAMFERED EDGES BELOW, ELEV. AT +2'-8" 10" C.I.P. CONC. WALL LINE OF C.I.P. CONC. PIER BASE BELOW LINE OF LIMESTONE COPING ABOVE LINE INDICATES EDGE OF VETERANS WAY STRUCTURE RECESS3 5/8"1'-11 5/8"3 5/8"8 3/8"8"7 5/8"3 5/8"1'-4 3/8"7 5/8"2'-3 5/8"11 1/4"10"4 9/16"1'-9 5/8"2"1'-2"1'-5 5/8"6"2'-7 5/8"3'-0"2'-4 3/8"1'-1 7/16" 3'-5 5/8"2'-10"1'-1 7/16" 7'-5 1/16"2'-8"1'-2"1'-11 5/8"3'-1 5/8"12 CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. CMU BACK UP, GROUT CORES SOLID, REF. S- SERIES DWGS. BRICK VENEER CONC. COL., REF. S- SERIES DWGS. 2" EXP. JOINT MATERIAL, IN FUTURE BID PACKAGECMUCMUCMUCMUCMUCMU 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. BRICK VENEER NOTE: BOTTOM OF GRANITE BASE FOR THIS PIER IS -13'-6"1'-2"1'-0 1/8"5 7/8"A1 A411 A1 A411 8" 2" EXP. JOINT MATERIAL 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. BRICK VENEER LIMESTONE CORNICE BELOW LINE OF LIMESTONE COPING ABOVE 1/2" EXP. JOINT FUTURE BID PACKAGE CONC. PIER BASE W/ 3/4" CHAMFERED EDGES BELOW, ELEV. AT +2'-8" C.I.P. CONC. WALL W/ FORMED INSET PANEL, REF. SHT. A418 3" DIA. STAINLESS STEEL HANDRAIL W/ BRACKETS LINE INDICATES EDGE OF VETERANS WAY STRUCTURE LINE OF C.I.P. CONC. PIER BASE BELOW 11 5/8"9 5/8" 3 5/8"1'-11 5/8"2"1'-0"9 5/8"6"2'-3 5/8"1'-0"1'-3 5/8"3/8"A1 A411 A1 A411 3'-5 5/8"2'-10"1'-1 7/16" 6'-3 5/8" 7'-5 1/16"2"1'-2"1'-0 3/8"11 5/8"1'-2"2'-0"3'-2"1'-2"1'-5 5/8"6 3/8"1'-8"11 5/8"3'-2"12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. GROUT SOLID, REF. S- SERIES DWGS. CONC. COL., REF. S- SERIES DWGS. 12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. 12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. SLAB BELOW LINE OF PARK EAST GARAGE FOUNDATION BELOW, REF. PARK EAST GARAGE STRUCTURAL SET FOR ACTUAL SIZE AND LOCATION 15 xL A xL A xL A xL A xL A 15 15 15 15 15 SIM. A1 A408 SIM. A1 A408 SIM. A1 A408 SIM. A1 A408 SIM. A1 A408 95% Construction Documents 10/26/15 SCALE: 1" = 1'-0" A1 Bridge Section South 8 A411 0 6''1'2' SCALE: 1" = 1'-0" B2 Enlarged Plan Detail @ -10' A411 0 6''1'2' SCALE: 1" = 1'-0" B1 Enlarged Plan Detail @ +4' A411 0 6''1'2' SCALE: 1" = 1'-0" B3 Enlarged Plan Detail @ -12' A411 0 6''1'2' SCALE: 1" = 1'-0" D3 Enalrged Plan Detail @ +5'-6" A411 0 6''1'2' SCALE: 1:80 E1 Perspective A411 SCALE: 1" = 1'-0" B4 Enlarged Plan Detail @ -14'-6" A411 0 6''1'2'A1/A408A1/A411