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HomeMy WebLinkAboutA130A.1A5 6 7 H J K J.2 EXISTING PHARMACY EXISTING FAMILY CONSULT EXISTINGFIRE PANEL EXISTING OFFICE EXISTING MRI EXISTING MECH EXISTING CONTROL 2'-0" CONCEIRGE GIFT SHOP VESTIBULE GIFT SHOP STORAGE LINE OF SCAFFOLDING BARRIER PER 2015 IBC TABLE 3306.1 BULKHEAD COVERED WALKWAY PER 2015 IBC TABLE 3306.1 NEW LOCATION OF RELOCATED SLIDING DOOR W/ AUTO OPERATOR RELOCATED WINDOWS CARPET 8'-6" 9'-4 3/8" A130A.1A 9 SLOPED CONCRETE SLAB 1 HR RATED WALLS: 6", 16 GAUGE STRUCTURAL STUDS AT 16" O.C., 1 LAYER OF 5/8" EXTERIOR GRADE GYP. BD. INTERIOR SIDE, 1 LAYER OF 1/2" PAINTED CEMENT BOARD EXTERIOR SIDE 14'-1" 14'-9" 7 A130A.1A 8 A130A.1A 5'-0" 10'-10" 22'-8" LEVELED CONCRETE SLAB DN TOP OF CONCRETE @ 100'-0" TOP OF CONCRETE @ 99'-6" 15'-0" 1'-0 1/8" 2" EXPANSION JOINT @ WALLS AND ROOF, EMSEAL OR APPROVED EQUAL, COLOR TBD BY ARCHITECT MULLION MATE, RE FLOOR PLAN NOTE 5 EXTEND NEW WALLS TO UNDERSIDE OF DECK, PROVIDE EXTEND NEW WALLS TO UNDERSIDE OF DECK, PROVIDE 3/0 7/0, FULL-LITE WOOD DOOR, FINISH TO MATCH EXISTING. WELDED HOLLOW METAL FRAME PAINTED TO MATCH EXISTING. MATCH EXISTING HARDWARE. COORDINATE LOCKING MECHANISM WITH OWNER. 2'-0" PROVIDE NEW AUTO OPERATOR AND PANIC HARDWARE FOR EXISTING DOORS, MATCH EXISTING FINISH EXISTING FLOOR FINISH TO REMAIN GIFT SHOP MECH (E) MRI (E) FAMILY CONSULT (E) CONTROL (E) OFFICE (E) FIRE PANEL (E) LOBBY/WAITING STORAGE (E) REMOVE SLIDING DOORS, PREP FOR REINSTALLATION EXISTING CASEWORK TO REMAIN EXISTING CASEWORK TO REMAIN REMOVE EXISTING WINDOWS, PREP FOR REINSTALLATION DEMO STOREFRONT, PREP OPENING TO RECEIVE RELOCATED EXISTING SLIDING DOOR SYSTEM. GREETER'S DESK (E) EXISTING DOORS TO REMAIN EXISTING FAMILY CONSULT EXISTINGFIRE PANEL EXISTING OFFICE EXG STORAGE EXISTING MECH EXISTING CONTROL EXISTING MRI EXG GIFT SHOP TRACK LIGHTS, REMOVE & SAVE FOR REINSTALLATION CROWN MOLDING, EXISTING TO REMAIN REMOVE CROWN MOLDING, SAVE FOR REINSTALLATION EXISTING PHARMACY EXISTING FAMILY CONSULT EXISTINGFIRE PANEL EXISTING OFFICE EXG STORAGE EXISTING MECH EXISTING CONTROL EXISTING MRI GIFT SHOP EXISTING CEILING TO REMAIN 8' - 8" STANDING SEAM METAL HIP ROOF PAINTED CEMENT BOARD CEILING NEW 6" RECESSED CANISTER DOWNLIGHT, EXTERIOR GRADE, MATCH EXISTING 15'-5" 15'-6" 6" 2" EXPANSION JOINT @ WALLS AND ROOF, EMSEAL OR APPROVED EQUAL, COLOR TBD BY ARCHITECT BULKHEAD 7 A130A.1A 8 A130A.1A BULKHEAD HEADER 108' - 8" AFF HEADER 108' - 8" AFF NEW LOCATION OF RELOCATED EXISTING TRACK LIGHTS RE-INSTALL EXISTING CROWN MOULDING GENERAL DEMOLITION NOTES: LEGEND: DOOR TO BE REMOVED PARTITION TO BE REMOVED PARTITION AND BORROWED LIGHT WINDOWS TO BE REMOVED 1. DASHED LINES INDICATE ITEMS TO BE REMOVED. DEMOLITION OF WALLS INCLUDES ALL DOORS, WINDOWS AND OTHER ITEMS LOCATED WITHIN THE WALL TO BE REMOVED UNLESS NOTED OTHERWISE. RE: STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL FOR EXISTING UTILITIES 2. FADED LINES INDICATE ITEMS TO REMAIN. 3. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION RELATED CONDITIONS PRIOR TO COMMENCEMENT OF DEMOLITION. 4. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO DEPARTMENTS OR AREAS THAT ARE IN OPERATION AND SERVED BY SUCH SERVICES. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH OWNER. 5. ALL FURNISHINGS AND MOVABLE EQUIPMENT IN DEMOLITION/CONSTRUCTION AREA SHALL BE REMOVED/RELOCATED BY OWNER PRIOR TO START OF DEMOLITION. 6. PATCH CORRIDOR WALLS AND RAILINGS TO MATCH EXISTING ADJACENT CONSTRUCTION, PATCH ALL EXISTING WALLS, CEILINGS AND FLOOR TO REMAIN AFTER DEMOLITION IS COMPLETE. COORDINATE EXTENT OF SELECTIVE DEMOLITION WITH PROJECT SEQUENCING PLANS AND WITH OTHER TRADES. PATCH WALL BOXES AND OTHER WALL/CEILING OPENINGS WHEREVER FIXTURES/OUTLETS ARE BEING REMOVED AND WALLS ARE TO REMAIN. 7. 8. REVIEW DEMOLITION AND PENETRATIONS THROUGH EXISTING STRUCTURE WITH AS-BUILT STRUCTURAL DRAWINGS WHERE POTENTIAL OF ENCOUNTERING LOADED/STRUCTURAL BEAMS/JOISTS/COLUMNS EXIST. 9. 10. CONTRACTOR TO COORDINATE I.C.R.A. (INFECTION CONTROL RISK ASSESSMENT) PLAN WITH OWNER PRIOR TO COMMENCEMENT OF EACH PHASE/SUB-PHASE. 11. DEMOLITION WORK SHALL NOT REDUCE INTEGRITY OF STRUCTURE TO REMAIN NOR OF FIRE- PROOFING/SEPARATION. MAINTAIN STRUCTURAL AND LIFE SAFETY INTEGRITY IN AREAS OF WORK AT ALL TIMES. 12. VERIFY ALL ELECTRICAL AND PLUMBING REQUIREMENTS PRIOR TO REMOVING ANY EQUIPMENT. 13. PROVIDE SIGNAGE FOR TEMPORARY CIRCULATION AND EGRESS PATHS DURING DEMOLITION. 14. REFER TO MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS FOR OTHER DEMOLITION WORK AND WORK TO REMAIN IN PLACE, REQUIRED FOR EACH CONSTRUCTION SEQUENCE. 15. NOTIFY OWNER AND ARCHITECT IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED. ASBESTOS ABATEMENT (OR REMOVAL) TO BE PROVIDED BY OWNER UNDER SEPARATE CONTRACT. COORDINATE WITH GENERAL CONTRACTOR FOR TIMING OF DEMOLITION IN RELATION TO ABATEMENT TO WORK AT EACH CONSTRUCTION SEQUENCE AREA. 16. 17. NOTE THAT SOME SYSTEMS WILL REQUIRE WORK BEYOND CONSTRUCTION SEQUENCE ZONES IN ORDER TO SUPPORT SPACES WITHIN EACH CONSTRUCTION SEQUENCE. COORDINATE THIS WORK WITH GENERAL CONTRACTOR AND OWNER PRIOR TO STARTING WORK OUTSIDE OF CONSTRUCTION SEQUENCE AREA. COORDINATE DEMOLITION/ CONSTRUCTION WORK HOURS, CONSTRUCTION SEQUENCE AND CONSTRUCTION ACCESS WITH OWNER TO MINIMIZE DISRUPTION OF NORMAL DAILY FUNCTION OF OWNER OCCUPIED AREAS. 18. REVIEW DEMOLITION DOCUMENTS WITH OWNER TO VERIFY ANY ITEMS TO BE SALVAGED AND TURNED OVER TO THE OWNER. NOISE DURING DEMOLITION TO BE KEPT TO A MINIMUM. COORDINATE WITH OWNER 72 HOURS PRIOR TO COMMENCEMENT OF PARTICULARLY NOISY WORK SUCH AS CORE-DRILLING. CONTRACTOR TO PROVIDE M.O.P. (METHOD OF PROCEDURE) PRIOR TO COMMENCEMENT OF WORK IN ANY PHASE/SUB-PHASE WHICH AFFECTS HOSPITAL OPERATION. M.O.P.'S TO BE APPROVED BY OWNER AT LEAST 72 HOURS PRIOR TO START OF WORK. DEMOLITION KEY NOTES: 1. REMOVE AND SAVE EXISTING HANDRAIL FOR REINSTALLATION 2. PARTITIONS/ITEMS TO REMAIN REMOVE EXISTING CEILING AS REQUIRED FOR WORK AND REPLACE TO MATCH EXISTING ADJACENT CEILING UPON COMPLETION OF WORK. CONTRACTOR TO COORDINATE EXISTING EQUIPMENT TO BE RELOCATED WITH OWNER. AREA OF LEVEL ONE CEILING DEMOLITION/DISTURBANCE FLOOR PLAN 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. 2. WHEN TWO DIFFERENT PARTITION TYPES APPEAR ADJACENT TO EACH OTHER, THEIR FINISHED WALL SURFACES MUST ALIGN UNLESS OTHERWISE NOTED. 3. PARTITION TYPE DESIGNATION SHALL BE CONTINUOUS UNTIL NOTEDOTHERWISE; CHANGES OCCUR AT WALL INTERSECTIONS AND/ORSTRUCTURAL ELEMENTS. 4. 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. 5. MULLION MATE: WHERE WALL ABUT EXISTING GLASS, PROVIDE ADJUSTABLE PARTITION CLOSURE SYSTEM, MULLION MATE, COMPLETELY INFILL OPENING. SELECT FINISH TO BEST MATCH EXISTING STOREFRONT FRAME, DO NOT PAINT. FIELD VERIFY OPENING SIZE. FOR OPENINGS THAT ARE 2-7/8" MINIMUM TO 3- 15/16" MAXIMUM, PROVIDE MULLION MATE 3. FOR OPENINGS 4" MINIMUM TO 4-15/16" MAXIMUM, PROVIDE MULLION MATE 4. FOR OPENINGS 5" MINIMUM TO 6-15/16" MAXIMUM, PROVIDE MULLION MATE 5. PRE-ASSEMBLED OR SPLICE MULTIPLE UNITS FOR LARGER OPENINGS AND HEIGHTS. 6. 7. 8. 9. MEET OR EXCEED THE PARTITION TYPE REQUIREMENTS INDICATED. REFER TO THE LIFE SAFETY PLANS AND FLOOR TAG PLANS (AT SERIES SHEETS) FOR PARTITION TYPE LOCATIONS. ALL NEW WALLS TO BE TYPE A - A UNLESS OTHERWISE NOTED. SEE SPECIFIC DETAIL DRAWINGS AND SPECIFICATIONS FOR OFFSET ATTHE TOP OF THE PARTITION, PLAN CONFIGURATIONS AND PROJECT CONDITIONS. PATCH EXISTING FIRE PROOFING AS REQUIRED TO CONFORM TO FIRE RATING REQUIREMENTS. VERIFY EXTENT OF PATCHING. REFLECTED CEILING PLAN LEGEND SUSPENDED CEILING GRID RECESSED DOWN LIGHT DIRECTIONAL RECESSED DOWN LIGHT SUSPENDED GYPSUM BOARD CEILING, UNLESS OTHERWISE NOTED CEILING HEIGHT ABOVE FINISHED FLOOR 2' X 4' GRID MOUNTED LIGHT FIXTURE 2' X 2' GRID MOUNTED LIGHT FIXTURE X'-X" 2x4 2x2 REFLECTED CEILING PLAN GENERAL NOTES CENTER LIGHT FIXTURES IN CEILING PANELS U.O.N CONTEXT EXISTING EXPOSED CONCRETE SPANDREL MEDIUM BRONZE STANDING SEAM METAL ROOF PAINTED FIBER CEMENT PANELS TO MATCH EXISTING CONCRETE SPANDREL SIGNAGE BY OTHERS LEVEL 1 100' - 0" LEVEL 2 114' - 0" 6 7 1 4 1'-4" 2'-7" 8'-8" 9'-8" 13'-9" CEMENT BOARD CEILING, PAINTED MEDIUM BRONZE STANDING SEAM METAL ROOF 1 HR WALL ASSEMBLY, UL U404 NEW LOCATION OF RELOCATED SLIDING DOORS SYSTEM A130A.1A 11 A130A.1A 10 8 A130A.1A FOUNDATION, RE. STRUCTURAL 1 HR ROOF ASSEMBLY, UL P512 LEVEL 1 100' - 0" 7 A130A.1A JERSEY BARRIERS 10'-10" 5'-0" MEDIUM BRONZE STANDING SEAM METAL ROOF BULKHEADS SLOPE CONCRETE PAD 2" EXPANSION JOINT @ WALLS AND ROOF, EMSEAL OR APPROVED EQUAL, COLOR TBD BY ARCHITECT A130A.1A 12 LEVEL 1 100' - 0" LEVEL 2 114' - 0" 6 8 A130A.1A EXISTING LOUVER TO REMAIN SIGNAGE BY OTHERS FASCIA WRAP, COLOR TO MATCH METAL ROOF MEDIUM BRONZE STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF DRIP EDGE FASCIA WRAP, COLOR TO MATCH METAL ROOF PAINTED CEMENT BOARD STRUCTURAL STUD METAL FRAMING, RE STRUCTURAL HSS COLUMN, RE STRUCTURAL METAL DECK, RE STRUCTURAL 5/8" DENSDECK EXTERIOR SHEATHING NON COMBUSTIBLE BLOCKING BEAM, RE STRUCTURAL 7 1/2" NOTE: ANNOTATIONS SIMILAR TO UPPER EAVE DETAIL PAINTED CEMENT BOARD CEILING METAL STUD FRAMING 5/8" DENSDECK 5/8" DENSDECK EXISTING BUILDING PAINTED CEMENT BOARD CEILING METAL STUD FRAMING 5/8" DENSDECK BEAM, RE STRUCTURAL 2" EXPANSION JOINT @ WALLS AND ROOF, EMSEAL OR APPROVED EQUAL, COLOR TBD BY ARCHITECT CEMENT BOARD RELOCATED EXISTING SLIDING DOOR SYSTEM MEDIUM BRONZE STANDING SEAM METAL ROOF ANGLE 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 6/3/2015 12:28:04 PM A130A.1A Checker Author PEDESTRIAN PROTECTION / ENTRY / GIFT SHOP 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 1/8" = 1'-0" 1 PEDESTRIAN PROTECTION / ENTRANCE PARTIAL FLOOR PLAN 1/8" = 1'-0" 2 EXISTING PARTIAL FLOOR PLAN 1/8" = 1'-0" 3 EXISTING PARTIAL FLOOR PLAN 1/8" = 1'-0" 4 PEDESTRIAN PROTECTION / ENTRANCE PARTIAL FLOOR PLAN - RCP REFLECTED CEILING PLAN DEMO NOTES REMOVE EXISTING LIGHT FIXTURES, DIFFUSERS, GRILLS THAT OVERLAP NEW WALLS, SAVE FOR REINSTALLATION. 1. 5 NORTH WEST VIEW 6 PEDESTRIAN PROTECTION / ENTRY FOR COORDINATION PURPOSES ONLY NOT FOR CONSTRUCTION 1/8" = 1'-0" 7 SECTION - PEDESTRIAN PROTECTION 1/8" = 1'-0" 8 SECTION - LONGITUDINAL - PEDESTRIAN PROTECTION 1/8" = 1'-0" 9 ELEVATION - PEDESTRIAN PROTECTION / ENTRANCE 1/2" = 1'-0" 10 EAVE DETAIL - UPPER 1/2" = 1'-0" 11 EAVE DETAIL - LOWER 1/2" = 1'-0" 12 SECTION - EXPANSION JOINT DETAIL 6-2-2015 05.28.2015 08/11/15