Loading...
HomeMy WebLinkAboutA100A.1AUP UP F.E.C. F.E.C. F.E.C. F.E. (E)F.E. (E) F.E. (E) F.E. (E) F.V.C. (E) F.V.C. (E) F.E.C. (E) 1 1 2 2 3 3 4 5 6 8 F E D C B G A B MATCHLINE A B MATCHLINE WOMEN'S B111 MEN'S B112 Aa A 4.5 2 A221.1A 2 A300.1A 13 A226.1A A.4 15 A227.1A 16 A227.1A 17 A228.1A 19 A229.1A 3 A222.1A 10 A225.1A 18 A228.1A 1 A200.1A 1 A200.1A 3 A201.1A 3 A201.1A 2 A200.1A 2 A200.1A B-COR-2 B-COR-1 B-COR-3 Aa.1 CONFERENCE ROOM C B116C 14 A227.1A 11 A225.1A 12 A226.1A 9 A225.1A 1 A300.1A 1 A220.1A 0112 0110 002 003 004 2 A202.1A 2 A202.1A 3 A202.1A 3 A202.1A 7 A202.1A 7 A202.1A A202.1AA202.1A 4 A202.1A 4 A202.1A 1 A202.1A 1 A202.1A 14 AC100A.1A 0122 A503.1B 12 13 A503.1B 1.5 F.4 14 A503.1B A503.1A 3 A503.1C 17 DATA CENTER B110 0COR5 CONFERENCE ROOM B B116B CONFERENCE ROOM A B116A A503.1A 5 A503.1A 4 A503.1C 19 A503.1C 18 A503.1C 19 1 A300.1A SIM OPP SIM ELEVATOR PIT G1 A303.1A 6 SIM STAIR A STAIR C Aaa 18'-2 1/4" 14'-9" 34'-2 1/4" 6 AC100A.1A 8 AC100A.1A 5/6 CATERING/STG. B116D TR/UPS CLOSET B109 BOARD ROOM / TRAINING ROOM B115 0111 PROJECT ROOM B114 HKSP B113 B-COR-5 0115A 0116D 0114 B113 0109 CHILLER (E) ELECTRIC ROOM (E) EMERGENCY MAIN ELECTRIC ROOM (E) BOILER (E) OFFICE (E) OFFICE (E) OFFICE (E) CAFETERIA (E) DISHWASH (E) DRY STORAGE (E) ELECTRICAL (E) MECH ROOM (E) HORIZONTAL DUCT SHAFT B126 OFFICE (E) 0119 DRY STORAGE (E) ELEV. EQUIPMENT (E) 21'-10 1/4" 7'-2" 11'-10 3/4" MIN 5'-0" 19'-2 3/4" BULKHEAD 7'-0" AFF 2'-4" 1'-10 1/4" 3'-2" 11'-11 1/2" 9'-2" 6'-2" 7'-9" 11'-6 1/2" 15'-4" 6'-9" 5'-7" 18'-5 1/2" 7'-0 3/4" 26'-2 1/2" 21'-10 1/4" 46'-8 1/4" 4'-8 1/2" 13'-1 1/2" 5'-9 1/4" 6'-6" 6'-11 1/4" 5'-10" 50'-3 1/4" 18'-0 1/2" 13'-4" 7'-2 1/2" 9 9 15 15 13 14 1 A250.1A 5'-0 1/8" 0COR3 5'-1 5/8" 10" 4'-3 5/8" 3'-11" 1'-1 1/2" 5'-0 1/2" 5'-0 1/2" 4'-2 1/2" 3'-4 3/8" 3'-7" 6'-2 7/8" OUTDOOR PATIO B127 25 76'-11" 25'-11 1/2" 26'-0" 26'-0" 11'-2" 13'-9 1/2" 10'-0 1/2" 24'-11 1/2" 24'-11 1/2" 4'-5" 6'-0" 4'-8" 46'-9" 10'-8" 4'-5" 1'-8" 3'-0" 2'-4" 1'-8 3/4" 1'-10 1/2" 2'-9 1/2" 4'-8" 4'-1" 1'-7" 4'-5" 5'-8" 1'-8" 3'-0" 4'-8" 5'-8" 4'-1" 1'-7" 4'-5" 3'-0" 1'-8" 2'-4" 1'-8 3/4" 27'-2 1/4" 3'-0" 2'-8 1/4" 32'-11 1/4" 3'-0" 1'-10" 4'-10" 2'-10 1/2" 1'-6 3/4" 4'-5" 4'-5" 1'-6 3/4" 2'-10 1/2" 2'-5"2'-5" 4'-10" 1'-10"3'-0" 4'-10" 1'-6 3/4" 2'-10 1/2" 4'-5" 4'-4" 14'-6" 10'-6" 24'-11 1/2" 10'-0" 20'-0" 4'-11 1/2" 13'-3 1/2" 6'-8 1/2" 12'-3" 6'-0" 1'-6" 3'-7" 26'-2 1/2" 26'-0" 9'-6" 2'-11" 1'-4" 1'-7" 1'-11 1/4" 1'-3" 3'-2 1/4" 1'-8 3/4" 1'-0" 2'-8 3/4" 1'-0" 1'-7 1/2" 2'-7 1/2" 1'-7 1/2" 1'-4" 2'-11 1/2" 1'-7" 1'-0" 2'-7" 8 26 0120 ELEV 5 ELEV 4 ELEV 3 5'-0 1/4" 27 ALIGN ALIGN 10'-1 5/8" 10'-0 5/8" 22'-6 1/4" 14'-6" 13'-3" 3'-5" 5'-0" MIN 1'-0" 5'-0" CONCRETE FOOTING FOR DECORATIVE COLUMN LADDER SUMP PIT 29 CL CL 1'-11 1/2" 3'-4" 2'-9" 3'-4" 2'-1" 11'-2" 11'-2" 2'-8" 1'-0" 5/8" GYP. BD. 3 SIDES OVER 6" MTL. STUD, 6" ABOVE CLG. LINE, MATCH ADJACENT EXISTING FINISHES 19 2'-5" 12'-6 1/2" A251.1A 10 24 A251.1A 11 24 A251.1A 12 24 3'-1 1/4" 2'-0"7'-1 1/2" 3'-10 1/4" 24 19 7'-0" 5'-5" EXTENT OF NEW CONCRETE FILL. EXTEND PAD ± 1" BEYOND NEW WALL. 0121 10" 5 1/2" 4'-9 1/2" 8" EXISTING FLOOR SINK CONCRETE HOUSE-KEEPING PAD TO REMAIN. MANIFOLD 0121 32 23 6 6 33 33 37 37 37 37 37 37 A B C D E GENERAL NOTES: 1. ALL DIMENSIONS ARE GIVEN TO FINISHED FACE OF SURFACES, CENTERLINES OF DOUBLE DOORS, INTERIOR WINDOWS AND FIXTURES, OR HINGE SIDE OF SINGLE DOORS, U.N.O. 3. WHEN TWO DIFFERENT PARTITION TYPES APPEAR ADJACENT TO EACH OTHER, THEIR FINISHED WALL SURFACES MUST ALIGN UNLESS OTHERWISE NOTED. 4. PARTITION TYPE DESIGNATION SHALL BE CONTINUOUS UNTIL NOTED OTHERWISE; CHANGES OCCUR AT WALL INTERSECTIONS AND/ORSTRUCTURAL ELEMENTS. 5. WHERE A RATED PARTITION IS INDICATED AND WHERE A RATING HAS BEEN GIVEN TO A FLOOR/DECK ALL PENETRATIONS MUST BE PROPERLY FIRE/SMOKE SEALED WITH A U.L. RATED FIRE STOPPING ASSEMBLY PER THE ASSIGNED RATING REQUIREMENTS. 6. AT ALL COLUMNS SHOWN FURRED OUT, USE PARTITION TYPE C-- UNLESS OTHERWISE NOTED. 7. FOR CURVED/ARCHED WALLS PROVIDE STUD FRAMING PER UNITED STATES GYPSUM (USG) RECOMMENDATIONS PER GYPSUM BOARD THICKNESS. 8. REFER TO LIFE SAFETY PLANS FOR GENERAL SMOKE AND/OR FIRE RATING INFORMATION AND SPECIAL STRUCTURAL FIRE PROOFING AREAS. 9. REFER TO "FIRE RESISTANCE DESIGN MANUAL," LATEST EDITION PUBLISHED BY THE GYPSUM ASSOCIATION FOR ADDITIONAL INFORMATION. THE DESIGN MANUAL'S GENERAL EXPLANATORY NOTES PERMIT MODIFICATIONS AND SUBSTITUTIONS WITHOUT DEGRADING THE FIRE RESISTANT RATING, RESULTING FROM INCREASING STUD DEPTHS, STUD GAUGES, WALLBOARD THICKNESS, NUMBER OF LAYERS, AND CHASE WALL DIMENSIONS. 10. AT ALL STRUCTURAL STUD FRAMED EXTERIOR WALL CONDITIONS, INTERIOR FINISH GYP SHALL EXTEND CONTINUOUS FROM FLOOR TO STRUCTURE ABOVE AND SEALED SMOKE TIGHT AT ALL LEVELS. 11. USE DIRECT ATTACHED SYSTEMS FOR UL TESTED FIRE RATED WALLBOARD SYSTEMS. 2. REFER TO THE LIFE SAFETY PLANS SHEETS AND FLOOR TAG PLAN SHEETS FOR PARTITION TYPE LOCATIONS. ALL NEW WALLS TO BE TYPE A - A UNLESS OTHERWISE NOTED. 12. WATER RESISTANT GYPSUM BOARD SHALL BE USED IN LIEU OF STANDARD GYPSUM BOARD AT WALLS WITH TILE OR STONE VENEER FINISH. AT WET WALLS USE CEMENTITIOUS BACKER IN LIEU OF STANDARD GYPSUM BOARD. 13. PROVIDE BLOCKING AND SUPPORT FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES. 14. AT ALL INTERIOR DOOR FRAMES AND CASED OPENINGS 48" WIDE OR LESS PROVIDE (2) 20 GA STUDS FULL HEIGHT TO STRUCTURE EACH SIDE. AT ALL DOOR FRAMES AND CASED OPENINGS LARGER THAN 48" WIDE AND ALL LEAD LINED DOORS PROVIDE (2) 16 GA STUDS EACHSIDE WITH 16 GA FRAMED BOX HEADER. 15. PATCH EXISTING FIRE PROOFING AS REQUIRED TO CONFORM TO FIRE RATING REQUIREMENTS. VERIFY EXTENT OF PATCHING. 16. AT LEVEL 4 EXTERIOR WALL PLATFORM FRAMED STRUCT. STL. STUDS, PROVIDE SHOP DRAWING/SUBMITTALS ON STUD LAYOUT IN ORDER TO COORDINATE WITH KNIGHT SYSTEM AND FIBER CEMENT BOARD SYSTEM LAYOUT. PROVIDE DOUBLE STUDS AT ALL INSIDE AND OUTSIDE CORNERS. 17. PATCH AND REPAIR TO MATCH EXISTING WALLS, FLOORS, AND CEILINGS DUE TO INSTALLATION OF MEP & IT SYSTEMS ABOVE. 18. DOOR ASSEMBLIES IN INTERIOR PARTIONS ARE 6" FROM FINISHED FACE OF ADJACENT PERPENDICULAR PARTITION TO EDGE OF DOOR LEAF, UNLESS NOTED OTHERWISE. KEYNOTE: 1. TOOTH-IN BRICK AT DEMOLISHED CURTAINWALL OPENING. AT EXPOSED EXTERIOR SPACE BETWEEN 1 STOREY ADDITION AT LEVEL 1 AND LEVEL 3 ADDITION EXTEND BRICK FROM CONCRETE ROOF DECK AT LEVEL 1 ROOF TO 1'-0" ABOVE EXTERIOR SOFFIT. REFERENCE TAG PLANS AND SHEET A301.1A FOR ADDITIONAL PARTITION INFORMATION. 3. TIE-OFF. INSULATED WALL MOUNTED TIE-OFF BY TRACTEL WELDED TO STEEL PLATE PROVIDED BY STRUCUTRAL, RE:20/S305. WELDED CONNECTION DESIGN BY TRACTEL. 4. WALKWAY PAVERS 5. ABOVE EXISTING STOREFRONT SYSTEM, PROVIDE STUCCO ON MTL. LATH, ON ASPHALT IMPREGNATED PAPER ON 5/8" SHEATHING, ON 7/8" FURRING CHANNELS, 16" O.C. FROM WINDOW HEAD TO 6" ABOVE SOFFIT. REFER TO WALL SECTIONS 6. WINDOW SILL. 2. STUCCO PILASTER ON 6" HIGH CONC. BASE. PROVIDE STUCCO, ON METAL LATH, ON SLIP SHEET, ON RIGID INSULATION/WEATHER BARRIER, ON 5/8" SHEATHING, ON 3 5/8" MTL. STUDS. 7. PROVIDE CONT. 3 1/2 RIVER ROCK IN RIVER TYPE PATTERN. RIVER PATTERN TO BE DARKER ROCK. 8. 9. MOVEABLE PARTITION 10. MIRRORS 11. WALL MOUNTED GYM EQUIPMENT PROVIDE IN WALL BLOCKING FULL LENGTH AND WIDTH OF WALL 12. RELOCATED EXISTING CASEWORK AND/OR PLUMBING FIXTURE 13. PROVIDE NEW FLOOR SLAB TO MATCH EXISTING WHERE DEMOLISHED. 14. 18"x18"x18" SUMP PIT WITH REMOVABLE COVER. COVER MUST WITHSTAND 1500 POUNDS MINIMUM 15. 4" CMU INFILL. ALIGN WITH OUTSIDE FACE OF EXISTING CONCRETE WALL. 16. PROVIDE ACCESS DOOR AT EXISTING OPENING, FIELD VERIFY OPENING HEIGHT. PROVIDE 4" CMU INFILL TO ESTABLISH 3'- 4" ROUGH OPENING. ALIGN WITH OUTSIDE FACE OF EXISTING CONCRETE WALL. 17. REMOVE EXISTING GLAZING. INSTALL/REPLACE WITH SPANDREL GLASS. 18. PROVIDE FURRING/BLOCKING BETWEEN NEW STUD AND WINDOW MULLION. SCRIBE GYPSUM BD TO AND ALIGN WITH OUTER EDGE OF VERTICAL MULLION. 19. PROVIDE OPAQUE FILM OVER EXISTING GLAZING ON WEST SIDE OF GLASS. 20 PATCH AND REPAIR STAIR LANDING AS REQUIRED. INFILL OPENING TO MATCH EXISTING ADJACENT WALL. MATCH ADJACENT BASE. 21 CEILING MOUNTED CUBICLE CURTAIN TRACK (CCT) 22 SHOWER CURTAIN ROD 23 PATCH AND REPAIR WALL AND OR BULKHEAD AS REQUIRED. 24 PLAM SHELF AND HANG ROD 25 PROVIDE METAL STUD WITH BATT INSULATION AND (1) LAYER TYPE X GYPSUM BOARD INFILL PARALLEL TO 4" CMU INFILL AT DOOR HEAD. ALIGN WITH INTERIOR FACE OF CONCRETE WALL AND RETURN TO 4" CMU AT HEAD. INSTALL NEW DOOR AND FRAME. 26 PROVIDE NEW DOOR AND FRAME. COORDINATE LOCATION WITH MECHANICAL CONTRACTOR. 27 24"x24" DEEP SUMP PIT 28 2" CONCRETE WALKWAY PAVERS WITH SLIP SHEET. 29 2HR REMOVABLE PANEL FOR COIL PULL. 30 ALIGN FACE OF SHAFT WALL WITH FACE OF LANDING. RETURN STAIR KNEE- WALL TO SHAFT WALL AND ALIGN. REMOVE EXISTING SPANDREL GLAZING. INSTALL/REPLACE WITH VISION GLASS. 31 PLAM SOFFIT (TO UNDERSIDE OF CEILING) ABOVE WARDROBE AND FILLER PANELS, MATCH ADJACENT COLOR 32 000 4' 8' 16' SCALE: N 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 6/15/2016 2:42:54 PM A100A.1A Checker Author FLOOR PLAN - LOWER LEVEL - ZONE A 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 SCALE: 1/8" = 1' - 0" N.T.S FLOOR PLAN - LOWER LEVEL - ZONE A KEY PLAN 2 ADD #2 07.16.2015 4 ADD #4 09.21.2015 5 ADD #5 TOV, DFPC 10.20.2015 6 ADD #6 TOV, DFPC 11.16.2015 19 ASI #11 01.13.2016 23 ASI #15 TBD 24 ASI #16 02.03.2016 32 ASI #23 04.08.2016 33 ASI #24 05.20.2016 37 ASI #28 06.15.2016 01/04/17