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HomeMy WebLinkAboutA103 HOLLAND-PLAYFAIR SKYBRIDGE BUILDING SECTIONSProject: 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 A103 HOLLAND- PLAYFAIR SKYBRIDGE BUILDING 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 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 1 1 2 2 3 3 4 4 A B C A B C BIMcloud: BIM AC22 - BIMcloud Basic for ARCHICAD 22/Skybridges/Playfair SkybridgeC4 A104 E3 A104 A1 A104 A2 A103 STRUCTURAL STEEL COLUMNS AND BEAMS, REFERENCE S-SERIES DRAWINGS CAST STONE CLADDING AT PIER BASES FIBERGLASS-REINFORCED POLYMER FABRICATIONS CLADDING SLOPED 1/8" PER FT. A2 A104 A2 A104 C1 A105 A1 A105 C3 A105 A3 A105 ±0" 1 1st Floor +16'-0" 2 2nd Floor +26'-8" 3 3rd Floor 833'-9 5/8" 834'-6" 851'-1/2" T/PT SLAB 860'-5" T/STEEL BM 834'-6" 850'-3/4" FLAT SLAB SLOPED SLAB FLAT SLAB 15'-5 9/16"16'-1 1/16"15'-1 5/8"D4 A105 A1 A103 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. FURRED WALL WITH CAP AT SILL HEIGHT. EXISTING GARAGE HOLLAND PLAYFAIR BUILDING EXPANSION JOINT CONNECTION EXPANSION JOINT CONNECTION REFERENCE DEMOLITION AND CONNECTION REQUIREMENT IN THE S- SERIES DRAWINGS. C4 A104 E3 A104 A1 A104 2 1/4" 6 1/4" 4'-7 7/16" 4'-7 1/2" 6 1/4" 2 1/4" 2 1/4"5'-1 11/16" 5'-1 3/4"2 1/4" 5'-3 15/16" 5'-4" 10'-8" 8 1/2" 9'-2 15/16" 8 1/2" 10'-8"11 7/16" VARIES 2'-2 5/16" 6'-6 5/16"1 1/2"5 1/2"2 7/16" 1'-0" 8'-3" 1'-0"2 9/16" 9'-11" OUTSIDE OF STEEL TUBE BEAMS A2 A103 FIBERGLASS-REINFORCED POLYMER FABRICATIONS CLADDING OVER CFS FRAMING STEEL TUBE BEAM, REFERENCE S-SERIES DRAWINGS. ALUMINUM STOREFRONT GLAZING SYSTEMS. STEEL LEDGES SUPPORT INDIVIDUAL AREAS. 3-5/8" FURRED WALL: 5/8" GYPSUM SHEATHING, R11 BATT INSULATION AND SOLID SURFACE CAP AT SILL. MECHANICAL UNIT, REFERENCE H-SERIES DRAWINGS COMPOSITE SLAB, REFERENCE S-SERIES DRAWINGS, PAINT UNDERSIDE WITH PERFORMANCE COATINGS. STEEL COLUMNS, REFERENCE S-SERIES DRAWINGS. ROOFING MEMBRANE OVER MINIMUM 4" THICK TAPERED INSULATION. STEEL TUBE BEAM, REFERENCE S-SERIES DRAWINGS. CONDENSATE DRAIN, REFERENCE H-SERIES DRAWINGS # # 1'-2" 1'-2" 2'-4"3 1/2" 1 5/16"1 7/16"5 9/16" 5"1 13/16"1'-6 11/16"1'-4 7/16" 1" 1" 1/2" R 7 13/16" A1 A104 FIBERGLASS-REINFORCED POLYMER FABRICATIONS CL ADDING OVER CFS FRAMING 3'-1 1/2" 1'-10"2" 7 1/4" 2"4 1/2"0 1/2"6"1 1/4"1 1/2"5 3/4" 5"1 3/4"1 1/2"0 1/2"4 3/4"3 1/4"9 3/4" 2"2'-2" 1'-11 1/2" 1 1/4" 2'-1/2" 0 3/4" 1'-11" 0 3/4" 2'-5 3/4" 4 1/2" 7 3/4" 2 3/4"3 1/4" 2'-10 1/2" R 8 1/2" R 1'-3 1/2" R 1' A3 A104 FIBERGLASS- REINFORCED POLYMER FABRICATIONS CLADDING OVER 6" CFS FRAMING 1-1/2" DIA. MOUNTING DEVICE, PVC PIPE. COORDINATE WITH FINIAL SUPPLIER AND INSTALLER. FINIAL BALL: FIBERGLASS- REINFORCED POLYMER FABRICATION. PROVIDE SOFFIT PIECES TO FILL IN VOIDS MADE BY STEEL COLUMNS WITH THE FIBERGLASS- REINFORCED POLYMER FABRICATION. SEALANT REQUIRED AT JOINTS.1'-9 11/16" 1 1/8"1'-8 1/16"5/16" 2 1/16"1 5/8"2 1/16" 1 9/16"7/8"3 15/16" 2 1/16"4'-3 3/8" 6" 2 7/8" 1'-4 5/8"1 1/2"CAST STONE MASONRY SIDES CAST STONE CAP OVER COPPER COAT FLASHING SOLID GROUT 0 2' 4' 8'SCALE: 1/4" = 1'-0" A1 Building Section 0 2' 4' 8' SCALE: 1/4" = 1'-0" A2 Building Section 0 1' 2' 3'SCALE: 3/4" = 1'-0" B1 Enlarged Section 0 6'' 1' 2' SCALE: 1" = 1'-0" B4 FIBERGLASS-REINF. POLY. FABR. DETAIL 0 6'' 1' 2'SCALE: 1" = 1'-0" B3 FIBERGLASS-REINF. POLY. FABR. DETAIL 0 6'' 12'' 18''SCALE: 1 1/2"= 1'-0" C3 CASTSTONE PROFILE 06/16/20