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HomeMy WebLinkAboutA3.3 Architectural Details.PDF Project Number: Revisions: Issue Date Drawn By Checked By James Robert Stutzman, AIA, NCARB Architecture /Project Management: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: Sheet Title: Project: Developer: By: MATT THE MILLER'S Carmel, Indiana 46032 Carmel City Center -Suite 101 11 W. City Center Drive COPYRIGHT & OWNERSHIP OF DOCUMENTS N DN M MM MM M M M M M M M MM M M M M MM M M MMM M MM TRASH DISP. DA3Mtr Rm 1A-2 (A148) Stair SA4 Elev EA12 Stair SA3 Elev EA6 Stair SA5 Stair SA1 Elev EA9 Elev EA8 Elev EA1 Stair SA2 Stair SA6 Elev EA11 ELEV EA4 ELEV EA5 Elev EA3 Elev EA2 Elev EA7 Elev EA10 KEY PLAN SUITE 101 Friday, March 23, 2012; ALLDATA:MS:DESIGN:PROJECTS:CARMEL CITY CENTER:CCC Drawings:CCC Construction Doc:Building A:A.General:BLDG A SHELL FILES:EAST MODULES:Bldg A-EAST LL 25-28.pln JAW/DJS LES/JRS/MC PEDCOR DESIGN GROUP, L.L.C. A3.3 Architectural Details 03/26/2012 STATE RELEASE SET: 03/26/2012 THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND 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 ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC.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. © COPYRIGHT 2006, 2007, 2008, 2009, 2010, 2011,2012 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA 3/8" 10 7/8" 3/8" 3 3/8" 9 1/2" 2 3/8" FACE CAP 0.125" THICK ALUM., MATCH BRONZE FINISH. BACKER ROD & SEALANT 2 3/8" FACE FACE CAPS ADDED CURTAIN WALL FRAME EXISTING CURTAIN WALL FRAME BATT INSULATION 5/8" GYPSUM BOARD WRAP WITH CORNER BEAD. EXISTING GLAZING NEW CFS WALL FRAMING FULL HEIGHT. EXTERIOR SHEATHING VAPOR RETARDER NEW VESTIBULE CURTAIN WALL WOOD CAP AT LOW WALL WAINSCOT 8 3/4" 3/8" 3/8" 8 3/4" 2 3/8" 2 3/4" APPLY ANGLE AT TOP & BOTTOM OF CLOSER FOR SEALANT STOP 2 3/8" FACE CAP 0.125" THICK ALUM., MATCH BRONZE FINISH, 90 DEGREE CORNER CLOSER, FULL HEIGHT, NO SEAMS. BACKER ROD & SEALANT BACKER ROD & SEALANT 2 3/8" FACE CAP NEW VESTIBULE CURTAIN WALL NEW VESTIBULE CURTAIN WALL EXISTING BRICK VENEER GRANITE BASE BELOW 0.125" THICK ALUM., MATCH BRONZE FINISH. BOTTOM CUT TO SLOPE OF GRANITE. BACKER ROD & SEALANT 3/4" FACE CAP NEW VESTIBULE CURTAIN WALL ANCHOR 'F' BRACKETS (AT VERTICALS) TO FRAMING AS REQUIRED BY THE CURTAIN WALL MANUFACTURE AND ENGINEERED CURTAIN WALL DRAWINGS. REMOVE AND REPAIR SOFFIT/CEILING SHEATHING AND FINISH AS REQUIRED. NEW OR EXISTING 14 GA. CFS FRAMED HEADER. NEW FINAL HEADERS ARE TO BE 6" DEEP AND 8" HIGH. BLOWN-IN INSULATION 3'-0" @100A 1'-0" 2'-0 1/2" 5" 9'-6" 5" 5" ENTRY DOOR ELEVATION CUSTOM @100B 1 1/2" X 1 1/2" STEEL TUBE POST, WELDED. FIELD VERIFY DEPTH FROM T/PAVER TO T/MUD SLAB TOP OF PAVERS TOP OF CONCRETE MUD SLAB PAVER SETTING BED BASE PLATE 12" x 12" x 3/8"/W 1/4" POST SLEEVE EPOXY COATED,(4) 1/2"X 2" HILTI ANCHORS ON MUD SLAB, THEN REPLACE PAVERS. CORE INTO EXISTING MUD SLAB. GROUT INTO MUD SLAB ONLY, NOT PAVERS. USE SEALANT AT PAVER PENETRATIONS. REPLACE ANY DAMAGED PAVERS. OR 3'-0" 2'-4 1/8" 4 1/8" LATCH (21-LLDA-K KINGS ARCHITECTURAL METALS) 2-1/4" WIDE MOLDED STEEL SQUARE END (45-908 KINGS ARCHITECTURAL METALS) HINGE (242-FSPGF-120 KINGS ARCHITECTURAL METALS) LEAF WIDTH 1-1/2" SQUARE TUBE FRAME AT FOUR SIDES NOTE: ALL RAILING MATERIAL TO BE GALV. STEEL WITH WELDED CONNECTIONS. POWDER COATED BLACK. !" #$%$ 6" 3'-8 1/2" VARIES VARIES VARIES CORE INTO EXISTING MUD SLAB. GROUT INTO MUD SLAB ONLY, NOT PAVERS. USE SEALANT AT PAVER PENETRATIONS. REPLACE ANY DAMAGED PAVERS. OR BASE PLATE 12" x 12" x 3/8", EPOXY COATED, (4) 1/2"X 2" HILTI ANCHORS ON MUD SLAB, THEN REPLACE PAVERS. 1 1/2" X 1 1/2" X 1/8" TUBE STEEL 1" X 1" X 1/8" TUBE STEEL 1/2" (RES1) Lumicor -Jasmine&RESIN PANEL TO MATCH INTERIOR BRANDING EXISTING MUD SLAB. NOTE: ALL RAILING MATERIAL TO BE GALV. STEEL WITH WELDED CONNECTIONS. POWDER COATED BLACK. VARIES 6" 3'-8 1/2" NOTE: ALL RAILING MATERIAL TO BE GALV. STEEL WITH WELDED CONNECTIONS. POWDER COATED BLACK. 1 1/2" X 1 1/2" X 1/8" TUBE STEEL 1" X 1" X 1/8" TUBE STEEL EXISTING MUD SLAB. FIELD VERIFY DEPTH FROM T/PAVER TO T/MUD SLAB 1/2" (RES1) Lumicor -Jasmine&RESIN PANEL TO MATCH INTERIOR BRANDING TOP OF PAVERS TOP OF CONCRETE MUD SLAB PAVER SETTING BED RAILING CHANNEL 1 1/2" X 1/2" RAILING CHANNEL 1 1/2" X 1/2" 2-1/4" WIDE MOLDED STEEL OGEE RAIL CAP (45-908 KINGS ARCHITECTURAL METALS) PICKETS 1/2" x 1/2", SPACED 4" oc RAIL STANDARDS 1 1/2" x 1 1/2" x 1/8" , SPACED 5'-0" MAX NOTE: ALL RAILING MATERIAL TO BE GALV. STEEL WITH WELDED CONNECTIONS. POWDER COATED BLACK. 3 1/2" 2'-4" 5" FIELD VERIFY 3'-0 1/2" 2-1/4" WIDE MOLDED STEEL OGEE RAIL CAP (45-908 KINGS ARCHITECTURAL METALS) 1/2" x 1/2" PICKETS AT 4" oc CORE INTO EXISTING MUD SLAB. GROUT INTO MUD SLAB ONLY, NOT PAVERS. USE SEALANT AT PAVER PENETRATIONS. REPLACE ANY DAMAGED PAVERS. OR EXISTING MUD SLAB. RAIL STANDARDS 1 1/2" x 1 1/2" x 1/8" , SPACED 5'-0" MAX NOTE: ALL RAILING MATERIAL TO BE GALV. STEEL WITH WELDED CONNECTIONS. POWDER COATED BLACK. BASE PLATE 12" x 12" x 3/8", EPOXY COATED, (4) 1/2"X 2" HILTI ANCHORS ON MUD SLAB, THEN REPLACE PAVERS. RAILING CHANNEL 1 1/2" X 1/2" SCALE: 3" = 1'-0" 2 Curtain Wall Jamb 1 A3.3 0 3'' 6'' 9'' SCALE: 3" = 1'-0" 3 Curtain Wall Jamb 2 A3.3 0 3'' 6'' 9'' SCALE: 3" = 1'-0" 4 Curtain Wall Jamb 3 A3.3 0 3'' 6'' 9'' SCALE: 3" = 1'-0" 1 Curtain Wall Head A3.3 0 3'' 6'' 9'' SCALE: 3" = 1'-0" 10 Rail Base Detail A3.3 0 3'' 6'' 9'' SCALE: 1" = 1'-0" 9 Gate Elevation A3.3 0 6'' 1' 2' SCALE: 1" = 1'-0" 8 Rail Section-Alternate Design A3.3 0 6'' 1' 2' SCALE: 1" = 1'-0" 7 Rail Elevation-Alternate Design A3.3 0 6'' 1' 2' SCALE: 1" = 1'-0" 5 Rail Elevation-Base Design A3.3 0 6'' 1' 2' SCALE: 1" = 1'-0" 6 Rail Section A3.3 0 6'' 1' 2'