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HomeMy WebLinkAbout052_A412 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 A412 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 4 A406 -17'-9" -2 Grade Level -3'-1" -1 Plaza +2'-0" 1 First Floor 4'-9"0'-3" -12'-8" -13'-6" 1'-0"0'-2" B1 A412 B2 A412 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 BRICK VENEER W/ ADJ. VENEER ANCHORS PRECAST CONCRETE STRUCTURE, REF. S- SERIES DWGS. LINE OF FUTURE BUILDING AND EXPANSION JOINT 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 T/STRUCTURAL SLAB T/GRANITE BASE B/GRANITE BASE GROUT SOLID BEHIND CMU 2" EXPANSION JOINT ASSEMBLY IN PARK EAST GARAGE PROJECT PRECAST CONCRETE STRUCTURE, REF. S- SERIES DWGS. HEAD OF WALL JOINT ABOVE VENEER 12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. 8" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. GROUT SOLID BELOW FLASHING SIM. SIM. GROUT AIR SPACE SOLID BEHIND CMU A1 A408 1'-0 1/8"1'-0" 1'-5 5/8"1'-5 5/8" 2'-11 1/4"5 5/8"2"1'-2"1'-11 5/8"3'-1 5/8"6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. BRICK VENEER 2" EXP. JOINT MATERIAL, IN FUTURE BID PACKAGE CONC. COL., REF. S- SERIES DWGS. NOTE: BOTTOM OF GRANITE BASE FOR THIS PIER IS -13'-6" 11 5/8"2'-10"3'-5 5/8" 7'-3 1/4"2"1'-2"1'-11 5/8"1'-2"1'-11 5/8"2"1'-2"10 1/16"8"1'-1 15/16"1'-3 3/4"7 7/8"2'-5 3/4"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 2" EXP. JOINT MATERIAL, IN FUTURE BID PACKAGE 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS.BRICK VENEER CMUCMUCMU CMUCMU CMUCMUCMUSIM. 11 7/16"2'-4 3/8"3'-0" 1'-1 7/16"2'-4 3/8"3'-0" 1'-1 7/16"2'-10"3'-5 5/8" 7'-5 1/16"1'-2"1'-11 5/8"3'-1 5/8"1'-2"1'-5 5/8"6"2'-7 5/8"CMU 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. 2" EXP. JOINT MATERIAL, IN FUTURE BID PACKAGE 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. BRICK VENEER NOTE: BOTTOM OF GRANITE BASE FOR THIS PIER IS -13'-6"2"1'-2"1'-6"2"1'-2"1'-0 1/8"6"3'-0"3'-0" 3'-5 5/8"3'-5 5/8" 6'-11 1/4"5 5/8"1'-2 9/16"2'-1 13/16"1'-5 13/16"3'-7 5/8"CONC. COL., REF. S- SERIES DWGS. BRICK VENEER, CONTINUE TO UNDERSIDE OF PRECAST BEAMS, MATCH HGT. OF VENEER ON ALL SIDES 6" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. TARGET ELEVATION TO BE AT -4'-11" BRICK VENEER ALL SIDES IS TO BE AT TARGET ELEVATION -2'-9" SIM. SIM. NOTE: BOTTOM OF GRANITE BASE FOR THIS PIER IS -14'-0" 1'-1 7/16"2'-10"3'-5 5/8" 6'-3 5/8" 7'-5 1/16"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. SLAB BELOW LINE OF PARK EAST GARAGE FOUNDATION BELOW, REF. PARK EAST GARAGE STRUCTURAL SET FOR ACTUAL SIZE AND LOCATION 11 5/8"1'-2 3/16"1'-5 13/16"2'-1 13/16"1'-5 13/16"3'-5 5/8"3'-5 5/8" 6'-11 1/4" 12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. CONC. COL., REF. S- SERIES DWGS. 4" 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. 4" CMU BACK-UP AT GRANITE W/ 6" CMU BELOW 4", GROUT CORES SOLID, REF. S- SERIES DWGS. 1'-5 5/8"1'-5 5/8" 2'-11 1/4"1'-2"1'-0 3/8"11 5/8"2'-0"12" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. CONC. COL., REF. S- SERIES DWGS. 4" CMU, GROUT CORES SOLID, REF. S- SERIES DWGS. LINE OF PARK EAST GARAGE FOUNDATION BELOW, REF. PARK EAST GARAGE STRUCTURAL SET FOR ACTUAL SIZE AND LOCATION 15 15 14 14 xK xK xK xK 15 J.2 J.2 J.2 15 15 15 A1 A412 A1 A412 A1 A412 A1 A412 A1 A412 SIM. A1 A408 SIM. A1 A408 SIM. A1 A408 95% Construction Documents 10/26/15 SCALE: 1" = 1'-0" A1 Bridge Section South 7 A412 0 6''1'2' SCALE: 1" = 1'-0" B1 Enlarged Plan Detail @ -10' A412 0 6''1'2' SCALE: 1" = 1'-0" D2 Enlarged Plan Detail A412 0 6''1'2' SCALE: 1" = 1'-0" D3 Enlarged Plan Detail @ -12' A412 0 6''1'2'SCALE: 1" = 1'-0" B3 Enlarged Plan Detail @ -10' A412 0 6''1'2' SCALE: 1:68.57 D1 Perspective A412SCALE: 1/8" = 1'-0" E1 Perspective A412 0 4'8'16' SCALE: 1" = 1'-0" D4 Enlarged Plan Detail @ -14'-6" A412 0 6''1'2'SCALE: 1" = 1'-0" B4 Enlarged Plan Detail @ -14'-6" A412 0 6''1'2' SCALE: 1" = 1'-0" B2 Enlarged Plan Detail @ -14'-6" A412 0 6''1'2'A1/A408A1/A412