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HomeMy WebLinkAboutA102A.1AREF. UP UP UP 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 F E D C B G H J K 1 A201 1 A201 A B A B MATCHLINE MATCHLINE SOFFIT LEVEL 3 SOFFIT LEVEL 3 PATIENT RM 3 2227 PATIENT RM 2 2228 PATIENT RM 1 2229 ? ? ? TUB ROOM (EXISTING) 2019 STAFF TLT 2027A STAFF LOUNGE/ LOCKERS 2022 STORAGE 2021 MECH/ CART STORAGE 2020 PAT. TLT 2224A ICU 4 2224 CONF ROOM 2023 CLEAN UTILITY 2026 NORTH NURSE STATION/ICU 2025 ANTE 2220A ICU/ISO 2220 ICU 1 2221 ICU 2 2222 PAT. TLT. 2220B A612.1A 5 Aa A 4.5 PT/OT STORAGE 2219B AC AC CART STORAGE 2002 CARE TEAM STATION 2010 2-COR-1 PAT. TLT 2229A MEDS 2024 PAT. TLT 2230A Aa.6 5 A223.1A DF 2 A221.1A 2 A300.1A 13 A226.1A 8'-2 1/8" 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 22X22 32X32 2 A200.1A 2 A200.1A 2.7 1.1 PAT. TLT 2222A PAT. TLT 2223A PAT. TLT 2221A 1.6 1.6 Aa.1 2 BED ROOM(E) 2 BED ROOM(E) 2 BED ROOM(E) 2 BED ROOM(E) 2 BED ROOM(E) CATH LAB(E) ISOLATION(E) PED/OBS(E) PED/OBS(E) CONTROL(E) CATH LAB STORAGE(E) LOCKER(E) DRESSING(E) ELEC(E) PUBLIC T(E) STAFF T(E) 1 BED ROOM(E) 1 BED ROOM(E) 2 BED ROOM(E) 2 BED ROOM(E) 2 BED ROOM(E) 2 BED ROOM(E) 2 BED ROOM(E) 1 ICU/2 SP(E) 1 ICU/2 SP(E) 1 ICU/2 SP(E) 1 ICU/2 SP(E) HSKP(E) NOURISH(E) LINEN(E) SOILED UTILITY(E) PED/CATH/EXAM(E) PATIENT RM 5 2230 PAT. TLT 2228A PAT. TLT 2227A PAT. TLT 2226A 2-COR-3 2-COR-5 2-COR-4 2-COR-2 2-COR-7 2-COR-10 2-COR-9 2-COR-8 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 2220C 2019 2227 2225 2230 2022 2027 2026 2-COR-10A 2229 2224A 2223A 2222A 2221A 2220B 2220A 2023 2-COR-8A 2021 2229A 2228 2228A 2227A 2230A 2225A 280VVVVVVVVVVVVVVVVV 203 202 204 205 206 220 219 B 218 B 217 A 201 211 A 212 B 213 A 207 210 209 208 215 A 216 214 A 11 A202.1A 11 A202.1A 9 A202.1A 9 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 10 A202.1A 10 A202.1A A501.1A 17 4'-8" 6'-0" 3'-1"1'-7" 8'-8" 4'-8" 20'-1" 4'-8" 8'-8" 1'-7"3'-1" 6'-0" 4'-8" 6'-4 3/4" 89'-9 3/8" 77'-5" 1'-8" 1'-4" 1'-8" 1'-8" 1'-4" 1'-8" 11 A500.1A A502.1B 15 10'-0" 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" TO GRID 1'-10" TO GRID 1'-10" TO GRID 2'-6" 5'-2 5/8" 4'-8 3/8" 9'-0" 19'-9 5/8" 4'-10" 4'-10" 3'-0" 1'-10" 1'-10" 3'-0" 4'-10" 2'-5"2'-5" 1'-10"3'-0" 4'-10" 3'-0"1'-10" 4'-10" 1'-10" 3'-0" 4'-10" 3'-9 3/8" 10'-0" 3'-4" 10'-0" 2'-8" 10'-0" 3'-4" 10'-0" 2'-8" 10'-0" 3'-4" 10'-0" 2'-8" 8'-6 7/8" TO GRID 2'-5 7/8" TO GRID 2'-5 7/8" 9'-8" 25'-0" 2'-5 7/8" 1'-2 1/2" 1'-2 1/2" 3'-2" 11'-7" TO GRID 7" ICU 3 2223 PATIENT RM 4 2225 1'-5" 1'-5" 2'-10" 1'-5"1'-5" 2'-10" 1'-5" 1'-5" 2'-10" 2'-10" 1'-5" 1'-5"12 A500.1A 6 2 5 5 5 4 1 2'-4 1/4" 13'-6 1/2" 2'-8 7/8" 1'-10 5/8" 2'-6 1/2" 2'-6 1/2" 2'-6 1/2" 1'-8 1/2" 1'-3 1/8" 1'-3 1/8" A501.1B 24 A500.1A 13 1.5 F.4 A503.1A 6 3 3 3 2'-4 1/2" 12'-5" 2 AD104A.1A C-- 221 2 1'-10 1/4" 1'-10 1/4" 5'-2 5/8" 6'-3 3/8" 1'-8 3/8" 2'-10" 2'-10" 24'-11 1/2" 10'-0" 20'-0" 4'-11 1/2" 13'-3 1/2" 6'-8 1/2" 6'-0" 6'-3" 6'-0" 10'-6" 14'-6" 1'-9 7/8" 7'-9" 5'-10 5/8" 10'-6" 25'-11 1/2" 26'-0" 1'-2 7/8" G1 4'-4" 20'-8" FACE OF MTL. PANEL 8 7/8" 11 3/8" 1'-3 5/8" 7 2 2 2 2 2 2 2 2 2 2 2 2 2 FACE OF EXISTING BUILDING 2 2 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" STAIR A STAIR C STAIR B 3 3 1'-0 3/8" Aaa A501.1A 18 SIM A612.1B 5 2 4 3 A612.1B 7 8 9 6 A612.1B 13 A612.1B 17 11 10 12 15 16 14 219 A 218 A 217 B 2 215 B 214 B 2 ? 212 A 211 B 213 B 2 2 OVERFLOW SCUPPER STONE CAP BELOW WEATHERED MTL. PANEL STUCCO WALL (2 hr. rated) CHANGE EXIST. GLASS TO SPANDREL 2 1 A200.1 1 A200.1 2 A200.1 2 A200.1 2-COR-3A 2-COR-3B ? 2-COR-3B 2 5/6 MEMBRANE ROOF W/ BALLAST MEMBRANE ROOF W/ BALLAST 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. 2 KEYNOTE: 1. TOOTH-IN BRICK AT DEMOLISHED CURTAINWALL OPENING. REFERENCE 5/A301.1A FOR WALL ASSEMBLY AT IN FILL. 3. TIE-OFF 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. SHELL WORK ONLY THIS AREA, NO INTERIOR FIT UP. 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. 2 2 2 2 LEGEND = NOT IN CONTRACT, U.N.O. 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 7/19/2015 5:31:51 PM A102A.1A Checker Author FLOOR PLAN - LEVEL TWO - ZONE A MAY 28, 2015 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 TWO - ZONE A SCALE: 1/8" = 1' - 0" N.T.S KEY PLAN 2 2 ADDENDUM # 2 07.16.2015 6-2-2015 07.16.2015 08/11/15