Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
053_A413 Plaza and Pier Sections.pdf
Project: 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 A413 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 4'-3"10'-5"4"4'-9"6"11 13/16" 1'-5 13/16"3'-9 3/8"5'-1 3/8" 6" 5'-9 3/8" 2'-8" 0" 3" D3 A408 LIMESTONE COPING 10" C.I.P. CONC. WALL CONT. FLASHING UNDER COPING CONT. DRIP YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR BRICK VENEER W/ ADJ. VENEER ANCHORS GRANITE BASE 6" 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 PRECAST CONCRETE STRUCTURE, REF. S- SERIES DWGS. BRICK VENEER W/ ADJ. VENEER ANCHORS 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/CIP WALL T/GRANITE BASE B/GRANITE BASE T/BRICK VENEER T/STRUCTURAL SLAB BLOCK TIES 12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. YORK THRU-WALL COPPER FLASHING W/ FELT BACKING & TERMINATION BAR 12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. BACKER ROD AND SEALANT, TYPICAL BACKER ROD AND SEALANT, TYPICAL CONC. PIER BASE W/ 3/4" CHAMFERED EDGES, ELEV. AT +2'-8" 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. T/CONC. PIER BASE 3" DIA. STAINLESS STEEL HANDRAIL W/ BRACKETS BEYOND GROUT SOLID BELOW FLASHING BASE BID - 4" THICK SCORED CONC. SIDEWALK, REFERENCE THE C & L-SERIES DRAWINGS. 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. 10" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. GROUT SOLID BELOW FLASHING GRANITE BASE T/C.I.P. CONC. WALL 1/2" EXPANSION JOINT, W/ BACKER ROD AND SEALANT 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. SIM. T/STRUCTURAL SLAB 11 1/4" 1'-0 1/4" 11 5/8" C3 A413 C2 A413 B1 A408 C4 A413 A1 A408 GROUT AIR SPACE SOLID BELOW FLASHING GROUT AIR SPACE SOLID BELOW FLASHING 11 7/16"2'-0 3/8"4"1'-8"1'-4" 11 5/8"2'-10"3'-5 5/8" 7'-3 1/4"8"1'-0 3/16"1'-0 3/16"8"8"1'-5 13/16"1'-5 13/16"8"2'-11 5/8"5 5/8"1'-2 9/16"1'-2 9/16"2'-1 13/16"1'-0"2'-1 13/16"1'-0"3'-1 13/16"5 5/8"1'-1 5/8"CMUCMUCMUCMUCMUCMUCMU CMU CMU 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 LIGHT FIXTURE, REF. E-SERIES DWGS. 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS.BRICK VENEER PRECAST CONC. STRUCTURE ABOVE, REF. S-SERIES DWGS. A1 A413 5 5/8"1'-2 9/16"2'-1 13/16"2'-1 13/16"6"1'-2 3/16"1'-2 3/16"6"6"1'-7 13/16"1'-7 13/16"6"3'-3 5/8"1'-1 7/16"2'-0 3/8"4"1'-8"1'-4" 1'-1 7/16"2'-10"3'-5 5/8" 7'-5 1/16"4'-3 5/8"1'-1 5/8"CMUCMUCMUCMUCMUCMUCMU CMU CMU 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. BRICK VENEER 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. PRECAST CONC. STRUCTURE ABOVE, REF. S-SERIES DWGS. NOTE: BOTTOM OF GRANITE BASE FOR THIS PIER IS -13'-6" A1 A413 1'-10" 2'-10"2'-3 5/8" 5'-1 5/8"4'-3 5/8"1'-3 5/8"8" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. C.I.P. CONC. WALL, REF. S-SERIES DWGS. BRICK VENEER BRICK WALL 4"HX16"LX8"W, SEE ELEVATION FOR PATTERN 3/8" BACKER ROD AND SEALANT BRICK VENEER CONC. COL., REF. S- SERIES DWGS. BRICK VENEER C.I.P. CONC. WALL, REF. S- SERIES DWGS. PRECAST CONC. STRUCTURE ABOVE, REF. S-SERIES DWGS. SIM. NOTE: BOTTOM OF GRANITE BASE FOR THIS PIER IS -13'-6" A1 A408 7 5/8"1'-8 3/8"7 5/8"4'-5 7/16"7 5/8"1'-8 3/8"7 5/8"6"10"7 5/8"3 5/8" 1'-11 5/8"10'-4 11/16"1'-5 13/16"LINE OF LIMESTONE COPING ABOVE CONC. PIER BASE W/ 3/4" CHAMFERED EDGES BELOW, ELEV. AT +2'-8" SIM. LINE OF C.I.P. CONC. PIER BASE BELOW C.I.P. CONC. WALL W/ FORMED INSET PANEL, REF. SHT. A418 LIMESTONE CORNICE BELOW GRANITE CAP BELOW LIMESTONE CORNICE BELOW A1 A413 6"10"7 5/8" 5 3/4" BRICK PANEL INSET BRICK VENEER STEEL RAILINGS, REF. SHT. A418 10" C.I.P. CONC. WALL BRICK PANEL INSET 11 5/8"1'-0 11/16"1'-3 11/16"11 5/8"2'-0 5/16"2'-3 5/16"4'-3 5/8"1'-1 7/16"2'-6"2'-0"1'-9 5/8" 6'-3 5/8" 7'-5 1/16"6"1'-6 5/16"1'-9 3/8"6"2'-4"11 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. 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. 8"1'-10"2'-0"7 5/8"4'-3 5/8"8" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. 12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. CONC. WALL, REF. S- SERIES DWGS. 14 A1 A408 A1 A408 A1 A408 A1 A413 A1 A413 A1 A413 A1 A414 A1 A414 J.2 J.2 J.2 J.2 14 14 14 J.2 J.2 A1 A413 14 95% Construction Documents 10/26/15 SCALE: 1" = 1'-0" A1 Bridge Section West 3 A413 0 6''1'2' SCALE: 1" = 1'-0" C2 Enlarged Plan Detail "@ -10' A413 0 6''1'2' SCALE: 1" = 1'-0" C3 Enlarged Plan Detail @ -12' A413 0 6''1'2' SCALE: 1" = 1'-0" C1 Enlarged Plan Detail A413 0 6''1'2' SCALE: 1/8" = 1'-0" D1 PERSP WEST BRIDGE WALK A413 0 4'8'16' SCALE: 1" = 1'-0" D2 Enlarged Plan Detail @ +4' A413 0 6''1'2' SCALE: 1" = 1'-0" C4 Enlarged Plan Detail @ -16' A413 0 6''1'2'SCALE: 1" = 1'-0" D4 Enlarged Plan Detail @ -16' A413 0 6''1'2'A1/A408A1/A413A1/A414SIM.