The URL can be used to link to this page

Home My WebLink AboutA220 Enlarged Entry 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 DateWREN BUILDINGCarmel, IN 46032750 Veteran's WayPEDCOR DESIGN GROUP LLC Enlarged Entry 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. © COPYRIGHT 2020 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS 11/26/2019 A220 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 1 1 2 2 3 3 4 4 5 5 A B C D A B C D BIMcloud: pedcordesign - BIMcloud as a Service/Wren - Building J/Building J Wren - Tuesday, October 5, 2021EIFS CORNICE PROFILE EP22.1 REF, DETAIL C4/A220 FOR NOTES AND DIMENSIONS LIMESTONE VENEER BEYOND GFRP/GFRC PILASTER METAL STUD FRAMING WITH TREATED WOOD SHIM TO ANCHOR GFRC COLUMN TO WALL MTL. CHANNELS FOR PLYWD. ANCHORAGE BY EIFS MANUF. DRIP METAL CAP CONTINUOUS WEEP VENT SAWN REGLET COUNTER FLASHING ANCHORED TO LIMESTONE WALL STEEL ANGLE LINTEL SEALANT 2 1/2" METAL GUTTER FLASHING FLASHING SAWN REGLET COUNTER FLASHING ANCHORED TO LIMESTONE WALL METAL CAP OVER PLYWOOD W/ EDGE TURNED UP WALL EIFS AND SHEET METAL ENTABLATURE AND PEDIMENT ASSEMBLY SEE ELEVATION SHEET A220 FOR NOTES AND DIMENSIONS 4" CMU, SEE ELEVATION SHEET A220 SEALANT EIFS CORNICE PROFILE EP22.1 MTL. CHANNELS FOR PLYWD. ANCHORAGE BY EIFS MANUF. DRIP LIMESTONE HEAD STOREFRONT METAL CAP FLASHING FLASHING 8" CFS STUD FRAMING 3 5/8" CFS STUD FRAMING W/ GYPSUM SHEATHING SYSTEM KEYSTONE, TYPE 2, REF. 2/A202 1'-5 15/16" 5 3/16" STEEL ANGLE LINTEL CONTINUOUS WEEP VENT 2 1/2" METAL GUTTER 1'-0"2'-3 3/4"HEIGHTAS REQUIREDMETAL STUD FRAMING WITH TREATED WOOD SHIM TO ANCHOR GFRC COLUMN TO WALL LIMESTONE VENEER BEYOND GFRP/GFRC PILASTER FUTURE SLAB COMPACTED GRANULAR FILL 4" CMU FILL CAVITY W/ GROUT CONC. FOOTING, REF. S-SERIES DWGS. RIGID INSULATION AROUND PERIMETER DAMPROOFING CONC. FOUNDATION WALL, REF. S-SERIES DWGS. BACKER ROD AND SEALANT (SEE PLAN) T/ SLAB ALUMINUM STOREFRONT DOOR LIMESTONE VENEER GFRP/GFRC PILASTER BEYOND CONCRETE PAVING & TURN DOWN EDGE, REF. CIVIL DETAILS RIGID INSULATION DAMPROOFING PERIMETER DRAIN CONCRETE FOUNDATION WALL, REF. S-SERIES DWGS. CONCRETE FOOTING, REF. S- SERIES DWGS. THRESHOLD TREATED 2X4 CONCRETE RIBBON SLAB FUTURE INTERIOR SLAB EMBEDDED RE-BAR DOWEL 9'-8"3/4"1'-1 1/16"3/8" 2'-0 5/16"3'-4 1/2"2'-0 5/16" 3/8" 7'-5 1/8"1'-6"3/8"7'-2 7/8"3/8"10 3/8"9 5/8"7'-6 1/8" 9 5/8"7'-3 3/4" 9 5/8"6'-10 11/16" 9 5/8"6'-8 1/4" 9 5/8"6'-5 7/8"± 10'-7 3/16"1'-1 1/2" 5'-4 7/8"4" 1'-3 3/4"7'-9 5/8" 9'-1 3/8"1 1/2"7 3/8"1 1/2"1 3/8"4 5/8"1 5/8" 1'-11 1/2"B/PEDIMENT = -3'-11 1/4" GRADE/FIN. FLOOR VARIES D2 A315 D3 A315 C2 A101e4 B2 A101e4 B1 A101e4 D4 A315 D1 A315 C5 A220 D5 A220 D4 A220 C4 A220 EIFS CORNICE PROFILE EP22.2 EIFS CORNICE PROFILE EP22.1 STOREFRONT, REF. SHT. A601 FOR SCHEDULE LIMESTONE ARCHITRAVE WREN KEYSTONE, TYPE 2, REF. 2/A202 3 5/8" LIMESTONE VENEER / BRICK TYPE 1. (VARIES) GLASSFIBRE REINFORCED CONCRETE / POLYMER (GFRP/GFRC) FABRICATION PILASTER ASSEMBLY STONE BASE TYPE 3.2 BELOW, REF. D1/A215 FOR PROFILES GLASSFIBRE REINFORCED CONCRETE / POLYMER (GFRP/GFRC) FABRICATION PLINTH EIFS AND SHEET METAL ENTABLATURE AND PEDIMENT ASSEMBLY METAL CAP WITH DRIP OVER PLYWOOD METAL FLASHING METAL CAP OVER PLYWOOD APPROXIMATE 2"x2" OVERHANG AT METAL CAP AND FASCIA VARIES BASED ON LOCATIONS AND ACTUAL FLOOR FINISH 12 7 OUTLINE 4" CMU INFILL WALL FLASHING AND COUNTER FLASHING NOTE: SECTION MARKERS CORRECT FOR ENTRY ON SOUTH ELEVATION (A206). REF. ENLARGED ENTRY PLANS FOR SECTION VARIATIONS ON WEST ELEVATION (C3/A101e2 & B2/A101e4) LOOSE LAID ANGLE SAWN REGLETS SCALE: 1" = 1'-0" C5 Section Detail A220 0 6''1'2'SCALE: 1" = 1'-0" C4 Section Detail A220 0 6''1'2' A3 First Flr Southwest Entry Upper Watertable A220 A4 First Flr Southwest Entry @ Transom A220 A2 First Flr Southwest Entry Low Watertable A220 A1 First Flr Southwest Entry Foundation A220 A5 First Flr Southwest Entry @ Architrave A220 B4 First Flr Southwest Entry Past Flr line above A220 B5 First Flr Southwest Entry @ Pendiment A220 SCALE: 1" = 1'-0" D5 Section Detail A220 0 6''1'2'SCALE: 1" = 1'-0" D4 Section Detail A220 0 6''1'2'SCALE: 1" = 1'-0" D1 Entry / Pilaster Detail (South Elev., Sim. on West Elev.) - 1st Floor A220 0 6''1'2'