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HomeMy WebLinkAboutA219 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 A 2 19 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, 2021-4'-4 3/4" B/ LIMESTONE HEADER -3'-10" B/ STL. ANGLE EIFS CORNICE PROFILE EP21.3 LOOSE LAID LINTEL THRU-WALL STAINLESS STL. FLASHING W/ HEAD WEEPS BRICK VENEER AIR SPACE 3/8" MIN. JOINT W/ BACKER ROD AND SEALANT STOREFRONT ENTRY SEE SHT. A605 LIQUID APPLIED VAPOR PERMEABLE AIR BARRIER EXTENDED OVER 4" CMU BACKER ROD AND SEALANT MTL. STUD SEE PLAN GFRC COLUMN BEYOND LIMESTONE JAMB BEYOND LIMESTONE HEAD - SELF SUPPORTING CONTINUOUS WEEP VENT GYPSUM SHEATHING SYSTEM (GLASS MAT) SLOPED PRE-FINISHED MTL. COPING, RETURN UP WALL BEHIND MTL. FLASHING PRE-FINISHED MTL. FLASHING MTL. CHANNELS FOR PLYWD. ANCHORAGE BY EIFS MANUF. YORK THRU-WALL COPPER FLASHING W/ CORRUGATED HEAD WEEPS @ 24" O.C. DRIP DRIP DRIP 2 1/2" METAL GUTTER T14641 5 13/16" 5/8" 8" CFS BOX HEADER, REF S- SERIES DRWGS GFRC COLUMN BEYOND STONE JAMB BEYOND CONCRETE SLAB REF. S- SERIES DRWGS. STOREFRONT FOUNDATION, REF. S- SERIES DWGS. 4" THRESHOLD SET IN ASPHALTIC MASTIC 1X4 TREATED WD. AT DOOR 3/4" RIGID INSUL. DOOR EDGE OF SLAB RIGID INSULATION (3" - R15.0 MIN.) D4 A312 ± 9'-8 3/4"2'-0 7/8"1'-6"3/8"± 7'-8 1/2"3/8"4 3/4"± 11'-59 5/8"1'-11 13/16"4'-11 1/2"1'-11 13/16" 8'-11 1/8" 9 5/8"9'-0 1/8" 9 5/8"8'-9 1/2" 9 5/8"8'-4 11/16" 9 5/8"8'-2 1/4" 9 5/8"7'-11 7/8" 1'-1 1/2" 6'-11 1/8" 1'-3 3/4"7'-11 7/8" 10'-7 3/8" B/PEDIMENT = -3'-11 1/4" GRADE/FIN. FLOOR VARIES B/LINTEL = -4'-4 3/4" A1 A219 B2 A101e1 B1 A101e1 B1 A219 D5 A220 EIFS CORNICE PROFILE EP21.4 EIFS CORNICE PROFILE EP21.3 STOREFRONT, REF. SHT. A601 FOR SCHEDULE LIMESTONE ARCHITRAVE BRICK VENEER GLASSFIBRE REINFORCED CONCRETE / POLYMER (GFRP/GFRC) FABRICATION PILASTER ASSEMBLY STONE BASE GLASSFIBRE REINFORCED CONCRETE / POLYMER (GFRP/GFRC) FABRICATION PLINTH VARIES BASED ON LOCATIONS AND ACTUAL FLOOR FINISH EIFS AND SHEET METAL ENTABLATURE AND PEDIMENT ASSEMBLY METAL FLASHING APPROXIMATE 2"x2" OVERHANG AT METAL CAP AND FASCIA METAL CAP OVER PLYWOOD SIM. LOOSE LAID ANGLE SUPPORTTING 4" CMU OVER OPENING AND LIMESTONE LINTEL OUTLINE OF 4" CMU INFILL 2 1/2" METAL GUTTER INTEGRATED WITH METAL ROOFS SIM.C5 A220 CL CL CL EIFS CORNICE PROFILE EP17.1 REF. A201-210 FOR ENTRY EP PROFILES 2'-10 1/8"10'-2 3/8" 3/8" 3'-2" 1/2" 6'-11 3/8" 1/2" 3'-2 1/2" 1/2" 13'-5 3/8"6 3/4"7 1/2"3'-2 1/2"10'-0"6 5/8"5'-10 1/8"6 5/8" 1/2" 3'-2 1/2" 1/2" 4"2'-5 7/8"4" 11'-1 7/8" 6'-5 7/16" B/PEDIMENT 16'-6 1/2" 7'-0 3/8"3'-2"7'-0 3/8" C4 A102e4 B2 A219 SF10 SF11 EIFS CORNICE PROFILE EP17.2 REF. A201-210 FOR ENTRY EP PROFILES 2ST1A240 STOREFRONT, REF. SHT. A601 FOR SCHEDULE 7'-0 3/8" M.O. 11 7/8" FLAT AREA, SEE PLAN VIEW 3 5/8" LIMESTONE VENEER GLASSFIBRE REINFORCED CONCRETE / POLYMER (GFRP/GFRC) FABRICATION PLINTH EIFS AND SHEET METAL ENTABLATURE AND PEDIMENT ASSEMBLY GLASSFIBRE REINFORCED CONCRETE / POLYMER (GFRP/GFRC) FABRICATION PILASTER ASSEMBLY STONE BASE (EIFS INTERSECTION DETAIL) GRADE/FIN. FLOOR VARIES1'-0"1/2"3'-4 1/4"1/2"4'-7 3/8"1/2"10"1/2"3'-6 1/2"1/2"10 3/8"3/4"2'-4"2 7/8"17'-0 1/2"D3 A312 B4 A313 D4 A313 C3 A313 METAL CAP WITH DRIP OVER PLYWOOD APPROXIMATE 2"x2" OVERHANG AT METAL CAP AND FASCIA COUNTER FLASHING COUNTER FLASHING 7'-0 3/8" M.O. FACE OF GYPSUM SHEATHING SYSTEM, BLW. 3 5/8" LIMESTONE VENEER STONE WATERTABLE BELOW BRICK AND LIMESTONE VENEER, SEE SHEET A215 2 1/2" METAL GUTTER EIFS AND SHEET METAL ENTABLATURE AND PEDIMENT ASSEMBLY BRICK VENEER SOFFIT AT BASE OF EIFS CORNICE PILASTER ASSEMBLY BLW C3 A313 D4 A313 D3 A312 B4 A3133'-2 1/8"11 7/8" (FLAT AREA)8"EDGE OF SLAB AT 3RD FLOOR 6" CFS STUD WALL BLW. 8" CFS STUD WALL BLW. 8" CMU SHAFT WALL SCALE: 1" = 1'-0" E4 Entry Elevation A219 0 6''1'2' SCALE: 1 1/2"= 1'-0" A1 Section Detail A219 0 6''12''18'' SCALE: 1 1/2"= 1'-0" B1 Section Detail A219 0 6''12''18'' SCALE: 1" = 1'-0" E1 Enlarged South East Entry - 1st Floor A219 0 6''1'2'SCALE: 1" = 1'-0" E2 Enlarged East Entry - 2nd Floor A219 0 6''1'2' SCALE: 1" = 1'-0" B2 Enlarged Plan at Pediment A219 0 6''1'2'