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HomeMy WebLinkAboutA102 HOLLAND-PLAYFAIR ELEVATIONSProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateHolland / Playfair BuildingsCarmel, IN 46032880 West Monon Green Blvd.PEDCOR DESIGN GROUP LLC A102 HOLLAND- PLAYFAIR ELEVATIONS 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 2019 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 09/28/2018 Revision ID Issue Date Issue Name 01 1/6/20 ASI #8 - BRIDGE Monday, January 6, 2020, BIMcloud: BIM AC22 - BIMcloud Basic for ARCHICAD 22/Skybridges/Playfair Skybridge3 A102 4 A102 834'-6" FIN/FIRST FLOOR 851'-1/2" T/PT SLAB END MODULE = ±7'-4 3/16" 2'-0 1/16" 9 TYPICAL MODULE @ ±6'-8" = 60'-1 11/16"2'-0"END MODULE = ±7'-0 1/4" A1 A103 D4 A105 2" EXPANSION JOINT LIKE WABO WEATHERSEAL AT SIDES OF BRIDGE, ADJACENT TO BUILDINGS. ALUMINUM BASE PANEL: THE PORTION BETWEEN EACH BUILDING AND THE NEAREST PIER IS FLAT. THE PORTION BETWEEN THE PIERS IS SLOPED MATCHING THE SLOPE OF THE STEEL BEAM BELOW. STOREFRONT, TUBELITE T14000. ALUMINUM GUTTER, REFERENCE SECTION DETAILS. REFERENCE CIVIL DRAWINGS 2" to 6" EXPANSION JOINT LIKE WABO WEATHERSEAL AT SIDES OF BRIDGE, ADJACENT TO BUILDINGS. STRUCTURAL STEEL COLUMNS AND BEAMS, REFERENCE S-SERIES DRAWINGS CAST STONE CLADDING AT PIER BASES FIBERGLASS- REINFORCED POLYMER FABRICATIONS CLADDING STRUCTURAL STEEL COLUMNS AND BEAMS, REFERENCE S-SERIES DRAWINGS CAST STONE CLADDING AT PIER BASES FIBERGLASS- REINFORCED POLYMER FABRICATIONS CLADDING STEEL ORNAMENTATION WELDED TO STRUCTURAL STEEL. SEE NOTES REGARDING REQUIRED FINISHING. 850'-3/4" T/PLAZA SLAB AT FLOOR EDGE 3 A102 4 A102 1 1st Floor ±0" 2 2nd Floor +16'-0" 3 3rd Floor +26'-8" 4 4th Floor +37'-4" END MODULE ±7'-3 1/2" 2'-0 3/16" 9 TYPICAL MODULE @ ±6'-8" = 60'-1 11/16" 1'-11 15/16" END MODULE ±7'-2 7/8" D4 A105 A4 A105 A1 A103 ALUMINUM BASE PANEL: THE PORTION BETWEEN EACH BUILDING AND THE NEAREST PIER IS FLAT. THE PORTION BETWEEN THE PIERS IS SLOPED MATCHING THE SLOPE OF THE STEEL BEAM BELOW. STOREFRONT, TUBELITE T14000. FORMED METAL COPING, REFERENCE SECTION DETAILS. 2" to 6" EXPANSION JOINT LIKE WABO WEATHERSEAL AT SIDES OF BRIDGE, ADJACENT TO BUILDINGS. STRUCTURAL STEEL COLUMNS AND BEAMS, REFERENCE S-SERIES DRAWINGS CAST STONE CLADDING AT PIER BASES FIBERGLASS- REINFORCED POLYMER FABRICATIONS CLADDING STRUCTURAL STEEL COLUMNS AND BEAMS, REFERENCE S-SERIES DRAWINGS CAST STONE CLADDING AT PIER BASES FIBERGLASS- REINFORCED POLYMER FABRICATIONS CLADDING STEEL ORNAMENTATION WELDED TO STRUCTURAL STEEL. SEE NOTES REGARDING REQUIRED FINISHING.2'-2 3/8"9 EQUAL BAYS ACROSS THE BRIDGE SPAN BETWEEN PIERS 4 EQUAL LITES4 EQUAL LITES6'-3 7/16"ALUMINUM COPING PANEL. GUTTER SIDE IS SHORTER. SEE PROFILES ON SHT A104. 1" ADHERED MUNTINS ON BOTH SIDES. 1" INSULATED GLASS. 5" X 3/4" SNAP-ON ALUMINUM STOREFRONT CAPS WITH BACK BRACKETS SCREWED TO 1" METAL PLY SPANDREL PANEL TUBELITE 14000 2 x 4-1/2 HEAD, standard TUBELITE 14000 4-1/2 x 4-1/2 SILL TUBELITE 14000 2 x 4-1/2 SILL TUBELITE 14000 2 x 4-1/2 HEAD, optional type 2 2nd Floor +16'-0" 3 3rd Floor +26'-8"6'-4"EQEQ 4 EQUAL LITES4 EQUAL LITES ALUMINUM COPING PANEL. GUTTER SIDE IS SHORTER. SEE PROFILES ON SHT A104. 1" ADHERED MUNTINS ON BOTH SIDES. 1" SPANDREL PANEL. TYPICAL FOR VERTICAL SPACE. 1" INSULATED GLASS. 5" X 3/4" SNAP-ON ALUMINUM STOREFRONT CAPS WITH BACK BRACKETS SCREWED TO 1" METAL PLY SPANDREL PANELTUBELITE 14000 2 x 4-1/2 HEAD, standard TUBELITE 14000 4-1/2 x 4-1/2 SILL TUBELITE 14000 2 x 4-1/2 SILL TUBELITE 14000 2 x 4-1/2 HEAD, optional type 0 2'4'8'SCALE: 1/4" = 1'-0"1 SOUTH ELEVATION 0 2'4'8'SCALE: 1/4" = 1'-0"2 NORTH ELEVATION SCALE: 1:183Storefront - Typical Module SCALE: 1:184Storefront - End Module