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Home My WebLink AboutA104A.1AFD FD DN DN UP DN F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. F.E.C. F.E. F.E.C. F.E.C. DN FD FD FD 8.8 1 1 2 3 3 4 4 5 5 6 6 7 7 8 8 F E D B G H J K EXISTING SHAFT TO OR BELOW EXISTING SHAFT TO OR BELOW A B A B MATCHLINE MATCHLINE PT TLT 4059 PT TLT 4060 ELEVATOR (NEW STOP) ELEV-5 BME (6) 4097 MD STAFF 4034 MD STAFF 4047 MD STAFF 4048 MD STAFF 4045 ELEC 4058 MD STAFF 4044 MD STAFF 4046 MD STAFF 4033 PHYS OFFICE 4037 PHYS OFFICE 4039 PHYS OFFICE 4040 PHYS OFFICE 4041 PHYS OFFICE 4042 PHYS OFFICE 4043 MD STAFF 4082 MD STAFF 4083 PHYS OFFICE 4087 PHYS OFFICE 4085 EXAM 4069 DIRECTOR'S OFFICE 4089 COPY ROOM 4080A CAST ROOM 4067 STAFF TLT 4049 STAFF LOUNGE 4050 PM OFFICE 4035B PM OFFICE 4035 4- COR-13 X-RAY CTRL 4063 TECH 4064 SUBWAIT 4061 FIN. COUNS. 4003 PHYS OFFICE 4014 PHYS OFFICE 4015 PHYS OFFICE 4020 PHYS OFFICE 4038 MED STAFF 4016 MED STAFF 4018 SURGERY SCHED. 4004 X-RAY 4065 X-RAY 4062 EXAM 4010 EXAM 4026 EXAM 4027 EXAM 4025 EXAM 4028 EXAM 4055 EXAM 4012 EXAM 4023 EXAM 4024 EXAM 4029 EXAM VIP 4022 EXAM / VIP 4031 EXAM 4030 EXAM 4053 EXAM 4054 EXAM / VIP 4052 EXAM 4056 EXAM 4076 EXAM 4075 EXAM 4077 EXAM 4070 EXAM 4072 EXAM 4074 EXAM 4078 EXAM 4080 EXAM 4079 FREEZER 4093A SURGICAL LAB 4092 STORAGE 4092A IN-VITRO 4093 MACHINE SHOP 4102 TESTING LAB 4098 COOR (12) 4110 RECEPTION 4001 CHECK-OUT 4002 MD VIEW 4017 MD VIEW 4019 MD VIEW 4032 MD VIEW 4051 MD VIEW 4081 WAITING 4006 BRACE STG. 4068 PRACTICE DIR 4105 LOCKER 4091 ROBOT AREA ROBOT SAFETY PERIMETER STORAGE MESS Aa 4.5 33 EXAM 4071 MD VIEW 4073 HSKP 4090A 5 A223.1A PUBLIC MEN'S 4007 PUBLIC WOMEN'S 4008 16'-5 3/4" 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 2 A301.1A 6 A224.1A 10 A225.1A 18 A228.1A 1 A200.1A 1 A200.1A 3 A201.1A 3 A201.1A 2 A200.1A 2 A200.1A 1.1 PHYS OFFICE 4021 1.6 Aa.1 4-COR-6 CONFERENCE 4036 4-COR-3 4-COR-4 4-COR-10 4-COR-12 4-COR-8 4-COR-3 4-COR-5 4-COR-7 4-COR-1 17 A228.1A SIM 14 A227.1A 11 A225.1A 12 A226.1A 9 A225.1A 8 A224.1A 7 A224.1A 1 A300.1A 20 A230.1A 21 A230.1A 1 A302.1A 1 A301.1A 1 A220.1A 4 A223.1A 430 431 432 433 434 401 403 402 404 405 406 408 407 416 415 414 413 A510.1A 7 A510.1A 6 3 A202.1A 3 A202.1A 9 A202.1A 9 A202.1A A502.1C 6 26'-7" 63'-0 3/4" 76'-5 1/4" 7'-11" 2'-2 1/2" 10'-8 1/4" 4'-8" 20'-1" 4'-8" 10'-8 1/4" 2'-2 1/2" 7'-11" 2'-8" 7'-2" A502.1C 7 A502.1C 9 A502.1C 8 A502.1C 10 15'-5 1/2" 10'-6" 26'-0" 26'-0" 11'-2" 23'-10" 24'-11 1/2" 24'-11 1/2" TO GRID 1'-3 1/2" TO GRID 1'-4 5/8" 2'-2 1/2" 3'-0 1/2" 2'-9 1/8" 10'-6 1/4" 2'-2" 4'-8" 2'-2" 24'-0" 2'-2" 24'-0" 2'-4" 1 1/2" 8'-2" 2'-2" 11'-5" 14 A501.1A 2'-2 1/2" 3'-10 1/4" 4093A 4098A 4093C 4092A 4-COR-2 4002A 4010 4025 4012 4023 4026 4024 4022 4031 4029 4027 4028 4055 4030 4053 4056 4054 4052 4075 4076 4078 4074 4072 4070 4013 4049 4060 4059 4014 4015 4020 4043 4050A 4064 4003 4004 4077 4079 4080 4006 4-COR-1 4-COR-1A 4084 4071 4002 4104A 4058 4008 4007 2'-8" 24'-1 3/4" TO GRID 1'-10 3/4" TO GRID 1'-11" 12'-7 1/2" 28'-2" 9'-8" 25'-0" 25'-0" 25'-0" 34'-11 1/2" 24'-11 1/2" 13'-3 1/2" 18'-11 1/2" 6'-0" TO GRID 1'-3" TO GRID 1'-3 1/2" TO GRID 1'-4 1/2" 2'-0" TO GRID 4'-6" 1'-9 1/2" 13'-6 1/2" 2'-9" 4'-0" 7'-0" 8'-7 1/2" TO GRID 4'-2 1/4" 104'-2 3/4" 41'-0 1/2" 27'-8" 25'-9 1/4" 61'-6 1/4" 7'-2 3/4" TO GRID 1'-1 1/2" TO GRID 1'-4" TO GRID 1'-5 3/4" TO GRID 2'-9 1/4" 55'-5" 409 3'-9 1/2" 11'-4" 5'-1" 1'-11 1/4" 1'-2 1/4" 435 436 1'-2" 9 1/2" 6" 6" 1'-0 1/2" 1'-4" 1'-3 3/4" 3'-5 3/4" 417 418 419 420 421 422 423 424 425 426 427 428 429 1.5 F.4 12'-5" 4'-0" 2'-8" 4'-0" 2'-8" 4'-0" 6'-8" 4'-0" 2'-8" 4'-0" 2'-8" 4'-0" 2'-11 3/4"4'-0" 2'-8" 4'-0" 4'-0" 4'-0" 9'-4" 4'-0" 4'-4 1/4" 5'-3 1/2" 4'-0" 2'-8" 4'-0" 2'-8" 4'-0" 4'-7" TYP. 2'-0 5/16" 23'-7 3/4" 26'-3 3/8" 25'-9 1/8" 2'-3 1/4" 19'-6" 17'-11 3/4" 19'-6" 2'-3 1/4" 25'-0" 25'-0" 4'-0" 4'-0" 4'-0" 9'-4" 4'-0" 4'-0 1/2" 4'-0" 4'-0" 4'-0" 11'-7 1/4" 17'-3" 17'-7 1/4" PHYS OFFICE 4086 SUBWAIT C-ARM 4066 OFFICE 4107 CEO OFFICE 4121 BOARD ROOM/ LIBRARY 4109 COOR OFFICE 4101 COOR OFFICE 4100 SPRI / VVMC I.T. 4094 BIO HAZ. HOLD 4090 ADA TLT 4091B 4-COR-2 4-COR-11 4-COR-6 4-COR-15 4021 4037 4038 4039 4041 4042 4040 4110 4098 4102 4100 4-COR-14 4101 4066 4097 4092 4087 4086 4085 4091 4089 4065 4062 4063 4-COR-12 4-COR-15 4-COR-8 4-COR-16 4107 4121 4109 4108 4106 4036 4-COR-9 4-COR-17 OFFICE 4108 1 3/8" G1 A302.1A 3 SIM 100'-2 3/4" 4'-0" 173'-2 3/4" 2'-9 1/2" 2'-8" 22'-2" 2'-8" 7'-9 1/2" 21'-4 3/4" A300.1A 5 SIM 3'-3" A301.1A 4 SIM 9'-8 3/4" 38'-10 1/2" 170'-9 1/2" 412 411 410 438 437 STAIR A BRICK SILL 9'-8 3/4" A510.1A 12 A510.1A 9 Aaa ELEC 4091A 4-COR-16 4050 PRP 4088 4088 4105 OFFICE 4103 BME. MGR. 4096 4096 4103 STORAGE 4084 4085A BME WORKSPACE 4085A PM OFICE 4035A 4035 4035A 4035B 4067 MD STAFF 4107A 4090 4091A 4094 4-COR-14 4091B 4090A BL 4063B BL 4063A BL 4105 9'-9 1/4" 9'-7 1/2" 10'-4" 10'-11 1/2" 10'-11 1/2" 10'-1 1/4" 8'-9 1/2" 1'-4" 1'-4" 10'-3 1/4" 6'-1" 7'-3 3/4" 12'-1 3/4" 28'-9" 5'-0" 15'-0" 3'-0" 3'-11" 5'-0" HOLD 5'-0" 15'-0" HOLD 8'-0" 15'-0" 17'-6 1/2" 4'-6" 24'-2 3/4" 5'-0" 13'-1" 3'-0" 3'-11" 3'-0" 15'-0" 6'-0 1/2" 12'-3 1/4" 11'-6" 11'-6" 14'-5 1/2" 13'-3 1/4" 12'-3 1/4" 6'-10 3/4" 7'-0" 7'-0" 10'-0 3/4" 10'-7 3/4" 11'-8" 9'-0 1/2" 9'-4" 3'-7 1/2" 3'-0"3'-8" 14'-5 1/2" 10'-6 3/4" 9'-6 1/2" 10'-9 1/2" 10'-9 1/2" 8'-7 3/4" 11'-11 1/2" 14'-2 1/2" 18'-6 3/4" 3'-0" 9'-5" 3'-0" 39'-11" 24'-2 3/4" 3'-0" 4'-11" 5'-0" 11'-9 1/4"5'-0 1/2" 4'-7 1/2" 3'-8" 9'-2" 3'-1 3/4" 5'-2" 5'-0 1/2" 26'-3 1/2" 5'-0 1/2"3'-4 3/4" 3'-4" 8'-11" 3'-4" 4'-8" 18'-1 1/2" 11'-9 1/4" 29'-9" 12'-3 3/4" 12'-2 3/4" 12'-6 1/2" 12'-6 1/2" 11'-2 1/2" 11'-2 1/2" 12'-2 1/4" 8'-8 1/2" 9'-0 1/4" 10'-2" 8'-11 1/2" 19'-8 3/4" 9'-2" 8'-11" 10'-2" 8'-11 1/2" 8'-11" 10'-2" 20'-9 3/4" 8'-3" 6'-0 1/2" 5'-0 1/2" 25'-9 1/4" 5'-0 1/2" 26'-3 1/2" 5'-0 1/2" 23'-7 3/4" 5'-0" 13'-0" 6'-4" 10'-4 3/4" 14'-1 1/2" 5'-11"6'-0 1/2" 12'-0 3/4" 11'-2 1/2" 11'-2 1/2" 12'-2 1/4" 14'-1 3/4" 5'-11 1/4" 11'-4 3/4" 1'-8 1/2" 10'-4 3/4" 11'-9" 13'-8 1/4" 7'-6" 4'-3" 12'-2" 5'-0 1/4" 13'-0 1/4" 14'-1 3/4" 7'-5" 2'-3 3/4" 9'-9" 4'-9 1/2" 11'-8" 5'-0" 3'-5" 3'-2" 13'-0" 11'-9" 11'-11 3/4" 16'-0" 10'-6 1/2" 10'-2 1/2" 16'-7 1/2" 9'-5 1/2" 6'-9 1/2"6'-0" 11'-0 1/2" 10'-2 1/4" 9'-2 1/2" 9'-3 1/4" 19'-4" 14'-6 1/4" 18'-10 3/4" 10'-3 1/4" 25'-7 1/2" 28'-9 1/4" 12'-0 3/4" 13'-4 1/2" 9'-8 3/4" 7'-1 1/4" 31'-7" 17'-3 1/4" 8'-0" 21'-9" 12'-6 1/4" 11'-10 1/4" 24'-9 1/2" 7'-0" 10'-0" 11'-5 1/4" 9'-0" 4'-1 1/4" 12'-8" 27'-11 1/2" 11'-2 1/4" 15'-0" 12'-6" 6'-4" 7'-1 1/2" 20'-10 1/4" 7'-11" 29'-11" 5'-0 1/2" 46'-9 1/2" 6'-4" 72'-9" 15'-0" 4'-8" 4'-0" 17'-7 1/2" 18'-6" 3'-0" 14'-5 1/4" 3'-6" 11'-7 1/4" 3'-6" 18'-2 3/4" 15'-7 3/4" 3'-4" 4'-8" 8'-9 1/2" 8'-10" 8'-8 1/4" 9'-0 1/2" 9'-0" 8'-4 1/2" 8'-9 1/2" 8'-9" 8'-9" 5'-4 3/4" 7'-0" 6'-5" 7'-3 1/2" 8'-9 1/4" 8'-7 1/2" 16'-11" 9'-1 3/4" 6'-2" 16'-3 3/4" 8'-5 3/4" 11'-9 1/4" 25'-6 3/4" 28'-2 1/2" 12 12 12 9'-0" 8'-7" 6'-2 3/4" 6'-0 1/2" 8'-0" 8'-0" 8'-0" 8'-0" ADMIN OFFICE 4106 4-COR-2 STAIR A STR-1 STAIR B STR-3 STAIR C STR-2 4122 IT WORKSTATIONS 4095 STAIR VAC. / COMP. 4092B 3'-6" MIN 2'-0 1/4" G.5 2.3 14'-8 1/2" KITCHEN EXHAUST. RELOCATE PER MECHANICAL 4-COR-13 SUPPORTS/STG BILLING 4104 G.7 ELEV 7 ELEV 8 EXISTING CONCRETE SHEAR WALL 2'-3 1/2" 6'-5" 1'-5" 4'-7" 9'-7 1/2" 5'-8" 1'-10" 1'-6" 1'-0" 5 5 5 5 5 5 11'-7 3/4" 4'-7 1/2" 3'-11 1/2" 1'-1"4'-11 1/2" 4110B 4110A OFFICE 4110B OFFICE 4110A 7'-0" 15'-9 3/4" 18'-3 1/2" 5'-0" 4-COR-2A 1'-1 1/2" 1'-0 1/2" 2'-6" 2'-4" 8'-8" 5 1/4" 23 24 27 6'-6 1/2" 3'-10" 2'-4" 3'-4" 2'-10" 3'-6" 5'-9" 13'-2" 4'-6" 10 1/2" 10 1/2" 1'-0 1/4" 1'-0 1/4" 1'-0" 1'-0" 10 1/2" 10 1/2" 26 1'-4" 1'-0" 26 1'-5" 1'-0" 26 10 1/2" 10 1/2" 1'-2 1/2" 1'-0" 26 11 1/2" 10 1/2" 1'-2 1/2" 1'-0" 26 30 23 6'-3 1/4" 3'-11" 3'-0" 33 33 6 33 BUSINESS 4009 BEVERAGE 4005 12'-8 1/2" 8'-9" 7'-11" 6'-9" 35 35 11'-10" 3'-0" 12'-3" 11'-3" 13'-11" 7'-1" 5'-1" 4'-2 1/2" A132A.1A 9 CHANGE FROM SPANDREL TO VISION GLASS 13'-0" 3'-0" 7'-9" 7'-4" 35 7'-9 1/2" 9'-5" 41 41 41 48 8'-8 1/2" 6'-0" MIN 1'-6" 3'-6" 3'-0" 3'-4" 2'-11 1/2" 8'-2" IN-WALL BLOCKING, 4'-0" IN-WALL BLOCKING, 6'-0" IN-WALL BLOCKING, 6'-0" 6'-0" 8'-0" 8'-0" 6'-0" 52 2'-9 1/8" 52 49 49 3'-6" 11'-1 1/4" 6'-7 1/4" 12'-1 3/4" 12'-1 3/4" 1'-6 3/4" 4'-1 1/2" 4'-4 1/4" 11 1/2" 12'-1 3/4" 9'-7" 1'-4 1/2" 1'-9" 10'-3 3/4" 14'-2 1/2" 11'-5 1/4" 8'-9 1/4" 8'-8 3/4" 1'-9" 35 6 A614.1A.2 7 A614.1A.2 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. 5 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. 5 5 5 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 A B C D E LEGEND = PROVIDE BLOCKING IN WALL FOR HANGING LEAD VESTS / APRONS; 1-1/2" THICK SOLID WOOD X 36" HIGH. REFER TO PLAN FOR LENGTH. MOUNT 2'-6" A.F.F. TO BOTTOM EDGE. 48 000 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 9/7/2016 11:48:14 AM A104A.1A Checker Author FLOOR PLAN - LEVEL FOUR - 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 FLOOR PLAN - LEVEL FOUR - ZONE A SCALE: 1/8" = 1' - 0" N.T.S KEY PLAN 6 26 2 ADD #2 07.16.2015 5 ADD #5 TOV, DFPC 10.20.2015 6 ADD #6 TOV, DFPC 11.16.2015 15 ASI #7 12.22.2015 16 ASI #8 12.18.2015 23 ASI #15 TBD 24 ASI #16 02.03.2016 26 ASI #19 02.26.2016 27 RFC0181 02.15.2016 33 ASI #24 05.20.2016 35 ASI #26 09.07.2016 41 ASI #33 06.29.2016 48 ASI #37 07.27.2016 49 ASI #39 08.18.2016 52 ASI #45 08.05.2016 **Issued as a sketch in original ASI ** 01/04/17