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A202.1A
LEVEL 1 100' - 0" LEVEL 2 114' - 0" LOWER LEVEL 86' - 0" D C B EXISTING METAL PANEL SYSTEM TO REMAIN EXISTING WINDOW SYSTEM TO REMAIN TAN STUCCO TO MATCH EXISTING AT EXIST. CONC. LEVEL 1 100' - 0" LEVEL 2 114' - 0" LOWER LEVEL 86' - 0" 1 2 1.6 EXISTING METAL PANEL SYSTEM TO REMAIN EXISTING WINDOW SYSTEM TO REMAIN TAN STUCCO TO MATCH EXISTING AT. EXIST. CONC. STONE LEVEL 1 100' - 0" LEVEL 2 114' - 0" LOWER LEVEL 86' - 0" C B ASHLER STONE TO MATCH EXISTING TAN STUCCO TO MATCH EXISTING AT EXIST. FACE OF BRICK LEVEL 1 100' - 0" LEVEL 2 114' - 0" LOWER LEVEL 86' - 0" 2 3 4 EXISTING WINDOW SYSTEM TO REMAIN EXISTING WINDOW SYSTEM TO REMAIN EXISTING WINDOW SYSTEM EXISTING WINDOW SYSTEM EXISTING WINDOW SYSTEM EXISTING WINDOW SYSTEM OFF RED STUCCO TO MATCH EXISTING CENTRAL BUILDING APPLIED TO EXISTING CONC. SPANDREL OFF RED STUCCO TO MATCH EXISTING EXISTING METAL PANEL PANEL SYSTEM TO REMAIN DARK BRONZE ALUM STOREFRONT SYSTEM TO MATCH EXIST. EXISTING METAL PANEL PANEL SYSTEM TO REMAIN OFF RED STUCCO TO MATCH EXISTING NEW METAL PANEL PANEL SYSTEM TO MATCH EXISTING NEW METAL PANEL PANEL SYSTEM TO MATCH EXISTING CJ CJ CJ CJ DARK BRONZE ALUM STOREFRONT SYSTEM TO MATCH EXIST. NOTE: REFER TO AD100A.1A; AT HIGHER GRADE LOCATIONS FILL IN CONCRETE OPENINGS WITH CONCRETE INFILL TIED INTO EXISTING WALL. REFER TO STRUCT. SEAL PERIMETER WITH CONTINUOUS BACKER ROD AND SEALANT AT PATIO LOCATIONS FILL IN CONCRETE OPENINGS WITH (2) ROWS OF 3 1/2" STRUCT. STEEL STUDS AND EXTERIOR SHEATHING AND INTERIOR GYP BD COMPLETELY FILL CAVITY WITH BATT INSULATION. 12 A501.1A 12 A501.1A 23 A501.1B 23 A501.1B LEVEL 1 100' - 0" LEVEL 2 114' - 0" LOWER LEVEL 86' - 0" LEVEL 3 127' - 4" LEVEL 4 140' - 8" LEVEL 05 153' - 5 1/2" B A Aa.6 A.4 Aa.1 ADHERED NATURAL STONE VENEER (6) CORTEN TUBE STEEL ELEMENTS STONE ELEMENTS CORTEN METAL PANEL BROW HARDIE PANEL SYSTEM DARK BRONZE ALUM. ENCLOSURE METAL COPING DARK BRONZE ALUM. STOREFRONT SYSTEM CJ PREFINISHED FLASHING STONE DETAIL NEW METAL PANEL TO MATCH EXISTING Aaa 47 47 LEVEL 1 100' - 0" LEVEL 2 114' - 0" LOWER LEVEL 86' - 0" 5 6 7 DARK BRONZE ALUM. STOREFRONT SYSTEM ADHERED NATURAL STONE VENEER STONE ELEMENTS ADHERED NATURAL STONE VENEER STONE CAP CORTEN TO MATCH EXISTING 47 47 LEVEL 1 100' - 0" LEVEL 2 114' - 0" LOWER LEVEL 86' - 0" B Aa A Aa.6 Aa.1 OFF RED STUCCO ON EXIST. BRICK TO MATCH EXISTING CORTEN TO MATCH EXISTING ASHLER STONE TO MATCH EXISTING Aaa LEVEL 1 100' - 0" LEVEL 2 114' - 0" G H J K F.4 EXISTING METAL PANEL SYSTEM TO REMAIN EXISTING WINDOW SYSTEM TO REMAIN OFF -RED STOREFRONT SYSTEM TO MATCH EXISTING TAN STUCCO TO MATCH EXISTING/ RE: 11/A503.1B COMMENTS CONCRETE BASE 8" CJ EXISTING WINDOW SYSTEM TO REMAIN EXISTING WINDOW SYSTEM TO REMAIN CJ WEATHERED METAL PANEL SYSTEM STONE ELEMENTS 1 A231.1A 2 A231.1A G.5 G.7 30 A202.1A 13 33 26 A250.1A 47 47 LEVEL 1 100' - 0" LEVEL 2 114' - 0" 2 3 1.5 EXISTING METAL PANEL SYSTEM TO REMAIN EXISTING WINDOW SYSTEM TO REMAIN CORTEN MTL PANEL OFF -RED ALUM. STOREFRONT SYSTEM TO MATCH EXISTING TAN STUCCO TO MATCH EXISTING CJ BEYOND CJ MECHANICAL PLENTUM 2.3 30 STONE COLUMN STUCCO FINISH AT EXISTING PILASTER BEYOND (DASHED LINES) 33 47 LEVEL 3 127' - 4" LEVEL 4 140' - 8" LEVEL 05 153' - 5 1/2" HARDIE PANEL SYSTEM DARK BRONZE STOREFRONT SYSTEM BRAKE METAL TO MATCH STOREFRONT. 5 47 12 A202.1A 12 A202.1A 2'-9 3/8" 6'-0" 4'-0" 8'-0" 2'-0" 2'-0" 3'-6" 2'-0" NOTE: REFER TO WALL ASSEMBLIES & DETAILS IN C&S SET 3'-6" 3'-6" WEATHERED STEEL WINDOW CANOPY ABOVE BRICK TO MATCH EXISTING DARK BRONZE ALUMINUM ENCLOSURE HARDIE PANELS WEATHERED STEEL WINDOW CANOPY METAL COPING STUCCO METAL COPING WEATHERED METAL PANEL SYSTEM STONE CAP STONE VENEER CONCRETE BASE 3'-0" 8" 2'-8" 6" 8'-0" 3'-0" 4'-0" 3'-2" SOLDIER COURSE ROWLOCK COURSE STUCCO REVEAL WINDOW 1/2" 1/2" WINDOW CAULKING AROUND WINDOW WEATHERED METAL PANEL SYSTEM REVEAL 15 A231.1A SIM 000 4' 8' 16' SCALE: This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery International Inc.'s rights while Heery International, Inc. is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and compensation to, Heery International Inc. Copyright © 2013 by Heery International, Inc. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 30"x42" drawn by checked by sheet number sheet title item date date issued for seal/signature consultants/construction managers owner's project number project number 1/8" = 1'-0" Heery International 555 17th Street, Suite 500 Denver, CO 80202 720.946.0276 OWNER'S PROJECT NUMBER TOV: C&S PRJ14-0157 B15-0185 (ADD#5) TI PRJ14-0157 B15-0461 E15-0043 (ADD#6) DFPC: C&S 9667 (ADD#5) TI TBD 6/27/2016 2:24:04 PM A202.1A Checker Author PARTIAL BUILDING ELEVATIONS - C&S 02/06/2016 CONSTRUCTION DOCUMENTS VAIL VALLEY MEDICAL CENTER PHASE 1 - WEST WING 181 WEST MEADOW DRIVE VAIL, CO HII-1302604 INTERIOR DESIGN: Gallun Snow 1920 Market Street, Suite 240, Denver, CO 80202 720.407.6002 MECHANICAL, ELECTRICAL,PLUMBING, LOW VOLTAGE: Cator Ruma & Associates,Co. 896 Tabor Street, Lakewood, CO 80401-4700 303.232.6200 CIVIL: Martin/Martin 225 Main Street, Unit C101, Edwards, CO 81632 970.926.6007 LANDSCAPE: Lime Green Design, Inc. 900 East Louisiana Avenue, Suite 209, Denver, CO 80210 303.733.7558 STRUCTURAL: Structural Consultants Inc. 3400 East Bayaud Avenue, Suite 300, Denver, CO 80209 303.399.5154 1/8" = 1'-0" 7 PARTIAL WEST ELEVATION - C,D/1,2 1/8" = 1'-0" 6 PARTIAL SOUTH ELEVATION-1,2/C,D 1/8" = 1'-0" 5 PARTIAL WEST ELEVATION 1/8" = 1'-0" 4 PARTIAL SOUTH ELEVATION-2,3,4/A,B 1/8" = 1'-0" 3 PARTIAL WEST ELEVATION-4,5/Aa,B 1/8" = 1'-0" 2 PARTIAL SOUTH ELEVATION-5-8/Aa-A 1/8" = 1'-0" 1 PARTIAL WEST ELEVATION-Aa-A/8 1/8" = 1'-0" 10 PARTIAL WEST ELEVATION 1/8" = 1'-0" 8 PARTIAL NORTH ELEVATION 1/8" = 1'-0" 9 PARTIAL ELEVATION 1/4" = 1'-0" 11 MOCK UP - PLAN 1/4" = 1'-0" 12 MOCK UP - ELEVATION 5 1 1/2" = 1'-0" 13 ENLARGED REVEAL DETAIL 30 4 ADD #4 09.21.2015 5 ADD #5 TOV, DFPC 10.20.2015 30 ASI #21 04.25.2016 33 ASI #24 05.20.2016 47 ASI #35 06.27.2016 01/04/17