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Home My WebLink AboutA101A.1AREF. UP UP UP UP F.E.C. F.E.C. F.E.C. F.E. F.E.C. F.V.C. (E) F.V.C. (E) F.E. (E) F.V.C. 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 F E D C C B B G H J K A B A B MATCHLINE MATCHLINE WAITING SOFFIT LEVEL 2 SOFFIT LEVEL 3 FRONT DESK 1046 WAITING 1025 OFFICE (2) 1041 PRIV. TREATMENT 1027 EQUIP 1037 EXERCISE AREA 1032 PHYSICAL THERAPY TREATMENT AREA 1033 WOMEN'S TLT/ LOCKERS 1043 MEN'S TLT/ LOCKERS 1044 OCCUPATIONAL THERAPY 1029 THERAPIST WORKSTATIONS (13) 1035 PHYSICAL THERAPY GYM 1034 VVMC IT 1048 STAFF ROOM 1039 OFFICE (1) 1016 LAB 1013 OFFICE (1) 1017 OFFICE (1) 1015 OFFICE (1) 1011 CHANGING 1053 CONFERENCE ROOM 1012 TLT. 1021 INC/HOOD A 1019 MEDICAL RECORDS (10) 1009 MICROSCOPY (4) 1014 MAIL-PLOT-COPY STORAGE 1010 CTRMR OFFICE 1005 ELEC 1047 Aa Aa A A 4.5 CLOSET 1045 SEMI PRIV. TRMT. 1031 ATC FELLOWSHIP DIRECTOR 1004 5 A223.1A 1'-9 7/8" 7'-9" 5'-10 5/8" 10'-6" 6'-4 1/4"2'-2 3/4" 8'-6 1/4" 8'-10 3/4" 26'-0" 24'-11 1/2" 10'-0 1/2" 24'-11 1/2" 24'-11 1/2" LINE OF LEVEL 3 ABOVE CANOPY ABOVE 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 G.4 2.4 2.7 1.1 VEST. 1000 TLT TLT BREAK/SHARED 1022 1-COR-11 1-COR-10 WHEEL CHAIR STORAGE 1024 SHAFT 1.6 Aa.1 Aa.1 1-COR-4 1027 1-COR-6 14 A227.1A 11 A225.1A 12 A226.1A 9 A225.1A 8 A224.1A 7 A224.1A 1 A300.1A 1 A301.1A 1 A220.1A 4 A223.1A 1-COR-1 1021 1024 1039 1046 1028 1043 1037 1041 1042 1044 1039A 1020 1013 1011 1019 1048 118 117 116 115 109 114 113 110 106B 105 104 108 111 112 110A 1-COR-7 10 A202.1A 10 A202.1A 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 8 A202.1A 8 A202.1A A501.1B 22 76'-11" 4'-5" 1'-7" 4'-1" 25'-11 1/2" 26'-0" 26'-0" 11'-2" 13'-9 1/2" 10'-0 1/2" 24'-11 1/2" 26'-6 1/2" 1'-8" 1'-4" 1'-8" LOUVER ABOVE 23'-4" 2'-8" 23'-4" 2'-8" 8'-3" 3'-0"1'-8" 2'-4" 1'-8 5/8" 6'-0" 34'-4 1/4" 18'-2 7/8" TO GRID 1'-5" 3'-10 1/4" 10'-10 1/4" 21'-6 3/4" 19'-6 1/4" 2'-8 7/8" TO GRID 6'-1 5/8" 2'-10" 2'-10" EQ EQ EQ EQ EQEQ 2'-10" EQ EQ 2'-10" 1'-6" 6'-0" 12'-3" 6'-8 1/2" 13'-3 1/2" 4'-11 1/2" 20'-0" 10'-0" 24'-11 1/2" 10'-6" 14'-6" 9'-0" 3'-2 5/8"4'-5 3/8" 8'-4" 25'-0" 9'-8" 1'-6 5/8" 2'-10 3/8" 1'-10" 3'-0" 4'-10" OFFICE (2) 1042 PRIV. TREATMENT 1028 3'-10 1/4" OFFICE (1) 1040 TLT 1038 EXERCISE 1036 2'-8 5/8" 1'-8 5/8" 1'-0" 2'-7 5/8" 1'-7 5/8" 1'-0" 2'-5"2'-5" INC/HOOD H 1020 TO GRID 1'-7" 4'-5" 6'-0" 56'-1" 6'-0" 4'-5" 4'-8" 1'-8"3'-0" 2'-4" 1'-8 5/8" 6'-0" 4'-8" 1'-8" 1'-4" 1'-8" 4'-1" 1'-7" 4'-5" A503.1A 4 A503.1A 5 1 TO GRID 2'-1 1/4" TO GRID 1'-7" TO GRID 2'-1 1/4" 1'-1 3/8" 1'-1 3/8" ALIGN 4'-10" 1'-6 5/8" 2'-10 3/8" 4'-5" 4'-5" 3'-0" 1'-10" 4'-10" 1'-6 5/8" 2'-10 3/8" 4'-5" 1'-5" 8" A503.1C 21 103 1.5 F.4 A503.1B 15 23 A503.1C 22 A503.1C A503.1B 16 A503.1C 18 1'-4 5/8" 10" 7'-0" 4" 10" 002 003 004 2'-11" 1'-11 1/4" 1'-3" 25'-7" TO GRID 1'-10" 1'-4" TO GRID 1'-2 1/2" TO GRID 1'-2 1/2" 3'-2 1/4" 1'-7" 1'-4" ELEV 7 ELEV 8 WALK OFF MAT 1040 1006 1006A 1014 1013A 1005 1053 1012A 1008 1052A 1025B 1004 VALET 1001 LOBBY 1002 1051 DEMARC 1051 BIOMOTION LAB 1052 34'-4 1/4" 7 3/4" A503.1C 19 A503.1B 12 A300.1A 3 SIM TO GRID 1/4" G1 STAIR A STAIR C STAIR B Aaa Aaa 107 6 AC100A.1A 5/6 4-COR-4 OFFICE 1008 OFFICE 1007 OFFICE 1006 OFFICE 1006A GREETER 1003 1007 GIFT SHOP (E) 1-COR-5 PHARMACY (E) OFFICE (E) FIRE PANEL (E) STORAGE (E) MRI EQUIP ROOM (E) MRI (E) FAMILY CONSULT(E) DIR OF EMERGENCY (E) CONTROL (E) TLT (E) 1 A231.1A TO GRID 1'-0" 1'-0" 1012 BL 1038 1034 1018 1'-8 1/2" 19'-8 1/2" 8'-0" 4'-0" 4'-1" 4'-10" 4'-1" 4'-0" 4'-1" 4'-0" 4'-1" 4'-2 1/4" 9'-1" 4'-0" 4'-0" 4'-0" 4'-2" 4'-0" 4'-1" 4'-0" 4'-1" 4'-2" 2'-0" 22'-11 3/4" 2'-0" 6'-8 3/4" 3'-10 3/4" 12'-0 1/2" 8'-0 3/4" 16'-2 3/4" 5'-3 3/4" 3'-0" 3'-0" 6'-10" 4'-0" 4'-0" 4'-0" 4'-0" 4'-1" 7'-4 1/4" 6'-5" 15'-5 3/4" 10'-4 1/2" 18'-6" 15'-4 1/2" 9'-11" 9'-0" 7'-1 1/4" 11'-0" 4'-11 1/2" 5'-2" 5'-2 1/2" 5'-2 1/2" 5'-2 1 /2" 5'-2" 3'-9" 3'-9" 4'-1" 4'-0" 5'-11 3/4" 6'-11 1/4" 8'-4 3/4" 13'-10 1/4" R 13' - 10" R 23' - 9" 7'-7 1/4" ALIGN ALIGN 18'-0" 13'-0 1/2" 10'-8 1/2" 2'-0" 4'-11 1/2" 5'-3" 2'-0" 20'-7" 2'-0" 8'-9 3/4" 10'-9 3/4" 4'-10" 20'-8 1/4" 9'-0 1/2" 7'-3" 9'-10 1/2" 7'-6" 4'-2 3/4" 7'-7" 13'-5" 8'-4" 9'-11 1/4" 12'-2 1/2"11'-1" 18'-4 1/2" 14'-10 3/4" 12'-11 1/4" 32'-7 1/2" 19'-4 1/2" 2'-8" 25'-0 3/4" 19'-3 3/4" 17'-1" 9'-8 1/4" 9'-7 3/4" 15'-0" 23'-3 1/4" 8'-6 1/2" 6'-0" 2'-1" 9'-1 1/2" 5'-10" 1'-5" 7'-4 1/2" 5'-5 1/2" 27'-11 3/4" 10'-6" 4'-6 3/4" 14'-9 1/2" 5'-9" 25'-0 3/4" 7'-7 1/4" 12'-3 3/4" 9'-1 1/4" 9'-2 1/4" 2'-6" 10'-0" 10'-0" 13'-1" 13'-1" 9'-5" 23'-11" 5'-11" 21'-5" 75'-0 1/2" SEMI PRIV. TRMT. 1030 27'-0" 24'-6 3/4" 11'-8 1/4" 5'-5" 11'-11 1/4" R 23' - 1 1/2" 10'-9 1/2" 8'-0" 7'-9 1/2" 3'-4 1/2" 4'-9" 11'-9 3/4" 11'-2" 21 21 10 11 CONFERENCE 1018 1009 2 1/2" 8'-3" 4'-0" 11'-1 1/2" 1'-5" RECESSED PIT 19 12 12 2 A231.1A 1047 WAITING 2 1026 1017 1016 1015 1000 1000A 0130 KNOX BOX 1'-9 1/4" 1'-2" 2'-2 3/4" A500.1A 5 2'-5" G.5 2.3 FOLDING FIRE DOOR PARTITION 12'-2 5/8" A500.1A 16 1025 8" 4" 3'X3' ACCESS HATCH IN GRATE. TO LADDER BELOW 12 12 2'-0" G.7 ELEV 5 ELEV 4 ELEV 3 1010C 1002 A250.1A 21 3'-2" 103A 5'-0" 1'-6" 5'-1 1/4" 5'-1 1/4" 2'-6" 8 A611.1B 1010 24 16'-2 1/2" 4'-0" 15'-10 1/4" 1'-3 3/4" 11'-10" 2'-5 1/4" 8'-4 3/4" R 6' - 0" 7'-11 3/4" 9'-1 1/4" 10'-2 1/2" 5 5 5 1'-7" 2'-0" 2'-0" 1'-6" 5'-6" 1-COR-11A 7'-4" 8'-1 1/2" 1'-10 1/2" 1'-9 3/4" 1'-7 1/8" R 60' - 6 1/4" 18'-6" 3'-5 1/2" 1'-6" R 17' - 2 1/2" 11 11 4'-11 3/4" 4'-8" 1'-10" 1043A 1044A 5'-8 1/2" 5'-4" 1'-6" 19 A251.1A 7 20 A251.1A 8 20 A251.1A 9 24 19 19 5'-0" 19 33 106A 1'-6" 19 26 31 1011B 1055 1022 1052 MECH 1054 RECESSED PIT 3'-0" 3'-0" 6'-0" MIN 2'-8" 9'-0" 7'-6 3/4" 8'-7" 7'-6 3/4" 2'-3"7'-0 1/2" 30 8'-5" 8'-5" 23 A231.1A 17 10'-1" 4'-0" 9'-10 1/4" 1001A 33 34 33 7 A611.1D.2 SIM 4 A611.1D.2 SIM 5 A611.1D.2 SIM 1 A611.1D.2 6" 1'-0" 2'-0" 1003 3'-1" 5'-0" 4'-8" 3'-4" 3'-1" 3'-4" 7'-9 1/2" 6 33 5'-0" 4'-8" 4'-6" 4'-0" 1'-4" 6'-4" 1'-4" 8'-0 1/4" 3'-3" 2'-6 3/4" 10'-6" 10'-6" 10'-8" 1'-8" 1'-8" 1'-8" 1'-0" STERILIZERS/ FREEZERS 1055 34 2'-10" 1'-7" TO GRID 1'-3" 2'-11 1/2" 2'-8" 4'-0" 8'-4" 13'-3 1/4" 2'-0" 4'-1 1/4" 12'-6" 15'-0" 6'-5 3/4" 1'-8" MIN 1'-0" 3'-4" ALIGN 6'-1" 2'-4" 1'-11" 1'-10" 4'-6 3/4" 10'-4" 9'-10 3/4" 2'-10" 1'-10" 63'-5" 25 A250.1A SIM 25 A250.1A SIM 26 A250.1A HOLD 10'-0" 1'-10" 6'-4" 7'-4 1/2" ALIGN 6'-6" 37 37 37 37 37 37 REMOVE EXISTING VISION GLASS, REPLACE WITH SPANDREL GLASS 3'-0" 3'-3" 50 51 51 51 STOREFRONT ALUMINUM END CAP, MATCH EXIST. COLOR 50 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. 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 32 000 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 8/10/2016 11:48:26 AM A101A.1A Checker Author FLOOR PLAN - LEVEL ONE - 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 ONE - ZONE A SCALE: 1/8" = 1' - 0" N.T.S KEY PLAN 6 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 20 ASI #12 02.03.2016 23 ASI #15 TBD 24 ASI #16 02.03.2016 26 ASI #19 02.26.2016 30 ASI #21 04.25.2016 31 ASI #22 07.05.2016 33 ASI #24 05.20.2016 34 ASI #25 08.05.2016 37 ASI #28 06.15.2016 50 ASI #42 08.10.2016 51 ASI #44 08.08.2016 ** Issued as a sketch in the original ASI. ** 01/04/17