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HomeMy WebLinkAboutA218 Enlarged Entry Elevations & DetailsProject: 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 DateWREN BUILDINGCarmel, IN 46032750 Veteran's WayPEDCOR DESIGN GROUP LLC Enlarged Entry Elevations & Details 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. © COPYRIGHT 2020 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11/26/2019 A 2 18 Revision ID Transmittal Set Date Transmittal Set Name Change Name Change ID 01 5/10/21 Steel Release #2 BID PHASE II STEEL RELEASE - BID PHASE II 20 1234 A B C D E A B C D E 1234BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren - Tuesday, October 5, 2021STONE BASE BEYOND GFRC COL. BEYOND STOREFRONT, REF. SHT. A605 STL. BEAMS AND SUPPORTING COLUMNS, REF. S-SERIES DWGS., APPLY 3 HOUR SFRM CONTINUOUS EXP. JOINT SYSTEM, 3 1/2"X3 1/2"X1/8" ALUM. WABO SWS-400 COMP. SEAL, EXP. JOINT TO OCCUR ON NORTH AND EAST SIDE OF BLDG. CONT. BENT PLATE, REF. S- SERIES DWGS. EXPOXY COATED PRIOR TO CONC. SLAB POUR WABO USG - 24N GUTTER FLEX W/ DRAIN COMPOSITE SLAB, REF. S-SERIES DWGS. STL. KICKERS, REF. S- SERIES DWGS. PAVER SLOPED UP 3/4" TO MEET T/SLAB LEVEL EXTRA WIDE ALUMINUM THRESHOLD OVER EXPANSION JOINT LIMESTONE ARCHITRAVE, BEYOND 18' 11'-1" 11'-1 5/8" 13'-9 3/8" 6" 1 3/4" 8"1 3/4" 6"6" 1 3/4" 8" EIFS CORNICE PROFILE EP21.1 GYPSUM SHEATHING SYSTEM (GLASS MATT) LIMESTONE STOREFRONT HEAD GFRC COL. BEYOND LIMESTONE ARCHITRAVE BEYOND STOREFRONT, REF. SHT. A605 B/ LIMESTONE HEADER B/ OUTSIDE MTL. STUD T/ OUTSIDE MTL. STUD THIRD FLOOR SLOPED PRE-FIN. MTL. COPING. RETURN UP WALL AND OVER TOP OF SHEATHING NOTE: SEE C2/A304 FOR ADDITIONAL NOTES CFS BOX HEADER CONTINUOUS WEEP VENT 2 1/2" METAL GUTTER FLASHING 6 1/2"6" C4 A308 6"6" 5 3/8" LIMESTONE DOOR SURROUND YORK THRU-WALL COPPER FLASHING W/ FELT BACKING, HEAD WEEP AT 24" O.C. PAVERS, REF. C4/A308 GFRC COL. BEYOND STL. KICKERS, REF. S- SERIES DWGS. STL. BEAMS AND SUPPORTING COLUMNS, REF. S-SERIES DWGS., APPLY 3 HOUR SFRM CONT. BENT PLATE, REF. S- SERIES DWGS. EXPOXY COATED PRIOR TO CONC. SLAB POUR WABO USG - 24N GUTTER FLEX W/ DRAIN COMPOSITE SLAB, REF. S- SERIES DWGS. GYPSUM SHEATHING SYSTEM (GLASS MATT) STONE BASE DOOR SURROUND SELECTIVE DEMOLITION OF EXISTING CONC. SLAB. SEE SHTS. AD103 - AD105 18' 11'-1" 11'-1 5/8" 13'-9 3/8" 7 3/4"8" 1 3/4" EIFS CORNICE PROFILE EP9.4 EIFS CORNICE PROFILE EP21.1 GYPSUM SHEATHING SYSTEM (GLASS MATT) STL. BEAMS AND SUPPORTING COLUMNS, REF. S-SERIES DWGS., APPLY 3 HOUR SFRM 8" CFS FRAMING MTL. CHANNELS FOR PLYWD. ANCHORAGE BY EIFS MANUF. LIMESTONE STOREFRONT HEAD CONTINUOUS WEEP VENT GFRC COL. BEYOND LIMESTONE ARCHITRAVE BEYOND STOREFRONT, REF. SHT. A605 CFS BOX HEADER SLOPED PRE-FIN. MTL. COPING. RETURN UP WALL BEHIND MTL. FLASHING B/ LIMESTONE HEADER B/ OUTSIDE MTL. STUD T/ OUTSIDE MTL. STUD CONT. BENT PLATE, REF. S- SERIES DWGS. THIRD FLOOR BACKER ROD AND SEALANT SLIP TRACK E14653 X 6" LONGAT ANCHOR POINTS T14641 YORK THRU-WALL COPPER FLASHING W/ CORRUGATED HEAD WEEPS @ 24" O.C. SLOPED PRE-FIN. MTL. COPING. RETURN UP WALL 6" MIN. BEHIND EIFS PRE-FINISHED MTL. FLASHING WREN SIGN RELIEF 2 1/2" METAL GUTTER FLASHING 6 1/2"6" E1 A2181'-0 7/8"5 1/2"1'-6 3/8"9 1/8"7'-6 3/8"9 1/8"2 1/2"9'-0 1/2" GYPSUM SHEATHING SYSTEM 3 5/8" LIMESTONE VENEER STONE WATERTABLE BELOW BRICK AND LIMESTONE VENEER, SEE SHEET A215 2 1/2" METAL GUTTER CFS STUD WALL EIFS AND SHEET METAL ENTABLATURE AND PEDIMENT ASSEMBLY BRICK VENEER D3 A304 E4 A218 5 1/2"1'-0 7/8"1'-6 3/8"D2 A311 E3 A218 SCALE: 1 1/2"= 1'-0" E3 Section Detail A218 0 6''12''18''SCALE: 1 1/2"= 1'-0" E4 Section Detail A218 0 6''12''18'' SCALE: 1" = 1'-0" B1 Enlarged Plan at Pediment A218 0 6''1'2' 9 1/4"7'-6 1/8" 9'-0 1/2" 3/8" 2'-0 1/4"3'-4 1/2" 7'-5 1/8" 4'-6 1/8" 1'-0 7/8"6'-10 3/4" 9 1/4"6'-5 7/8" 9 1/4"6'-8 1/4" 9 1/4"6'-10 5/8" 9 1/4"7'-3 3/8"± 9'-4"2'-3 3/4"2'-0 3/8" 3/8"2'-3 1/8"1/2"6'-7 7/8"3/8"4"± 11'-7 5/8"5'-4 7/8" 1'-1 1/2" 2'-6 3/8"2"10"2"2 1/8"2"6 1/8"2"B/PEDIMENT 11'-5 3/4" E4 A218 D3 A304 B1 A102e4 E3 A218 B1 A218 SF19 EIFS CORNICE PROFILE EP21.2 EIFS CORNICE PROFILE EP21.1 LIMESTONE ARCHITRAVE 3 5/8" LIMESTONE VENEER STONE BASE TYPE 3.2 BELOW, REF. D1/A215 FOR PROFILES GLASSFIBRE REINFORCED CONCRETE / POLYMER (GFRP/GFRC) FABRICATION PLINTH METAL CAP WITH DRIP OVER PLYWOOD EIFS AND SHEET METAL ENTABLATURE AND PEDIMENT ASSEMBLY APPROXIMATE 2"x2" OVERHANG AT METAL CAP AND FASCIA VARIES BASED ON LOCATIONS AND ACTUAL FLOOR FINISH GLASSFIBRE REINFORCED CONCRETE / POLYMER (GFRP/GFRC) FABRICATION PILASTER ASSEMBLY STONE BASE ARCHITRAVE NOTE: REF. A201-210 FOR EIFS CORNICE PROFILE (EP) AT EACH SPECIFIC ENTRY ENTABLATURE AND PEDIMENT ASSEMBLY (SIM.) 2 1/2" METAL GUTTER GRADE/FIN. FLOOR VARIES STOREFRONT, REF. SHT. A601 FOR SCHEDULE SCALE: 1" = 1'-0" E1 Entry / Pilaster Detail (East Elev.) - 2nd Floor A218 0 6''1'2'