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HomeMy WebLinkAbout048_A408 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 A408 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"8'-11 5/8"1'-10"2'-7"6"6 3/16"1'-0 7/16"3 7/8"1 1/2"3'-9 3/8"-14'-0" -12'-8" -11'-1 5/16" -5'-2" -2 3/4" 8" 5'-9 3/8" 3 5/8"1'-11 5/8" 2'-8" 3/4"1'-11 5/8"3/4"1/2" 7 5/8"10"6"2'-5 3/8"5'-1 3/8" 2'-8" 3" B1 A408 C1 A407 LIMESTONE COPING BRICK PANEL INSET LIMESTONE CORNICE LIMESTONE TRIM LIGHT FIXTURE BEYOND Public Sidewalk SCOURED CONC. SIDEWALK Public Sidewalk GRANITE BASE 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. 8" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. WATERPROOF MEMBRANE 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. GRANITE BASE CONT. FLASHING UNDER COPING CONT. DRIP GROUT SOLID BELOW FLASHING YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR BRICK VENEER W/ ADJ. VENEER ANCHORS S.S. STONE ANCHORS AS SPECIFIED PRECAST CONCRETE STURCTURE, REF. S- SERIES DWGS. BRICK VENEER W/ ADJ. VENEER ANCHORS 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 BENT STL. PLATE, REF. S-SERIES DWGS. CONC. REINFORCING DOWELED INTO CONC. SLAB W/ EPOXY STL. ANGLE, REF. S- SERIES DWGS. STL. EMBEDS, REF. S- SERIES DWGS. E.O.S. 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. WATERPROOF MEMBRANE LOWER CONCRETE MUD SLAB, SLOPE TOP OF SLAB PER DRAWING 1/A402. 12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. GROUT SOLID BELOW FLASHING HEAD OF WALL JOINT AT BRICK VENEER CONC. PIER BASE W/ 3/4" CHAMFERED EDGES, ELEV. AT +2'-8" YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR 1/2" EXPANSION JOINT W/ BACKER ROD AND SEALANT VERT. MEMBRANE FLASHING & TERMINATION BAR, REF. SIM. NOTES ON DTL. 3/A406 10" C.I.P. CONC. WALL GROUT SOLID BELOW FLASHING YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR T/C.I.P. CONC. WALL 1/2" EXPANSION JOINT, W/ BACKER ROD AND SEALANT 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. 4" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. 1 1/4" 6 3/8" 10" 4 3/4" 1 1/4" 1'-0"2'-3 13/16"5 3/4" 3'-8 15/16" 3'-11 7/16" 3'-5 13/16" 5 5/8" 5 5/8" 1'-3 3/8" 1'-5 1/4" 7 5/8"10 3/16" 11 5/8" B3 A408 B2 A408 D3 A408 B4 A408 GROUT AIR SPACE SOLID AT 1'-0" ABOVE GRADE 5'-4 3/8"11 7/16" 6'-3 5/8"11 5/8" 7'-3 1/4"3'-4 3/8"2'-1 13/16"2'-1 13/16"4'-3 5/8"8"1'-0 3/16"1'-0 3/16"8"8"1'-5 13/16"1'-5 13/16"8"2'-11 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 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. CMU CMU CMUCMUCMUCMUBRICK VENEER10 3/16"10 3/16"11 13/16"11 13/16"1'-8 3/8"1'-11 5/8"3'-0 3/8"5 1/4" 10" C.I.P. CONC. WALL BRICK VENEER BRICK PANEL INSET LIMESTONE CORNICE BELOW LINE OF LIMESTONE COPING ABOVE LIMESTONE CORNICE BELOW LIMESTONE CORNICE BELOW LINE OF C.I.P. CONC. PIER BASE 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"RECESS4 7/8"1'-9 1/8" 11 1/4"10"4 9/16"3/8"1'-5 13/16"1'-5 13/16"3/8"6"11 13/16"11 13/16"6"8"1'-11 5/8"2'-11 5/8"LIMESTONE CORNICE BELOW LIMESTONE CORNICE BELOW 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. BRICK VENEER LIMESTONE CORNICE BELOW LINE OF LIMESTONE COPING ABOVE 1/2" EXP. JOINT CONC. PIER BASE W/ 3/4" CHAMFERED EDGES BELOW, ELEV. AT +2'-8" 3" DIA. STAINLESS STEEL HANDRAIL W/ BRACKETS C.I.P. OR PRECAST CONC. WALL W/ FORMED INSET PANEL REF. SHT. A418 LINE OF C.I.P. CONC. PIER BASE BELOW 11 5/8"9 5/8" 3 5/8"1'-11 5/8"3'-0"2'-4 3/8"1'-1 7/16" 3'-5 5/8"2'-10"1'-1 7/16"1'-8 3/16"1'-8 3/16"2'-1 13/16"2'-1 13/16"4'-3 5/8"7'-5 1/16"6"1'-2 3/16"1'-2 3/16"6"6"1'-7 13/16"1'-7 13/16"6"3'-3 5/8"12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. CMU BACK UP, GROUT CORES SOLID, REF. S- SERIES DWGS.CMUCMUCMU CMU CMU CMUCMUCMUBRICK VENEERCMU 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. CONC. COL., REF. S- SERIES DWGS. THIN BRICK SOLDIER AND ROWLOCK ARCH ABOVE BRICK VENEER GROUT SOLID UP TO FLASHING NOTE: BOTTOM OF GRANITE BASE FOR THIS PIER IS -14'-0" C1 A407 C1 A407 C1 A407 A1 A408 A1 A408 C1 A407 3'-5 5/8"2'-10"1'-1 7/16"6"1'-7 13/16"1'-7 13/16"6"11 5/8"1'-4 3/8"11 5/8"11 5/8"1'-2 3/16"1'-2 3/16"11 5/8"2'-1 13/16"2'-1 13/16"7'-5 1/16"4'-3 5/8"6'-3 5/8"4'-3 5/8"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. 4" CMU BACK-UP AT GRANITE W/ 6" CMU BELOW 4", GROUT CORES SOLID, REF. S- SERIES DWGS. A408 C1 A407 xL A xL A xL A xL A xL A 14 14 14 14 A1 A408 A1 A408 A1 A408 A1 A408 xL 100% Design Development 04/13/15 95% Construction Documents 10/26/15 SCALE: 1:73.85 D1 Perspective A408 SCALE: 1" = 1'-0" A1 Bridge Section East 2 A408 0 6''1'2' SCALE: 1" = 1'-0" B2 Enlarged Plan Detail @ -10' A408 0 6''1'2' SCALE: 1" = 1'-0" B1 Enlarged Plan Detail +4' A408 0 6''1'2' SCALE: 1" = 1'-0" D3 Enlarged Plan Detail @ +5'-6" A408 0 6''1'2' SCALE: 1" = 1'-0" B3 Enlarged Plan Detail @ -12' A408 0 6''1'2' SCALE: 1" = 1'-0" B4 Enlarged Plan Detail @ -14'-6" A408 0 6''1'2'A1/A409A1/A408A1/A407