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HomeMy WebLinkAboutAD102A.1ADN
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MODIFY, REPLACE,
REPAIR TO TIE IN
EXISTING CEILING
GRID AND TILE,
MATCH EXISTING
39
PREP OPENING
FOR NEW DOOR 39
44
33
GENERAL DEMOLITION NOTES:
LEGEND:
= EXISITING TO REMAIN
= 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. PROVIDE METAL STUD AND GYPSUM BOARD DUST/PRIVACY ENCLOSURES FOR
DEMOLITION WORK TO MAINTAIN SEPARATION OF CONSTRUCTION AND IN-USE
SPACES.
8. REVIEW DEMOLITION AND PENETRATIONS THROUGH EXISTING STRUCTURE WITH
ORIGINAL DESIGN STRUCTURAL DRAWINGS WHERE POTENTIAL OF
ENCOUNTERING LOADED/STRUCTURAL BEAMS/JOISTS/COLUMNS EXIST.
9. CORE-DRILL EXISTING FLOOR AND/OR ROOF AS REQUIRED FOR NEW PLUMBING OR
ELECTRICAL SYSTEMS. SAWCUT FLOOR SLABS TO SLAB DEPTH ONLY, TO PREVENT
DAMAGE TO UNDER SLAB UTILITIES. COORDINATE WITH STRUCTURAL.
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. PER EACH PHASE/ SUBPHASE.
12. VERIFY ALL ELECTRICAL AND PLUMBING REQUIREMENTS PRIOR TO REMOVING ANY
EQUIPMENT.
13. PROVIDE SIGNAGE FOR TEMPORARY CIRCULATION AND EGRESS PATHS DURING
DEMOLITION AND CONSTRUCTION.
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 WORK AT EACH CONSTRUCTION
SEQUENCE AREA.
16. PATCH UNDER SLAB SYSTEMS AND FLOOR SLABS TO MATCH ADJACENT
CONSTRUCTION AFTER THE UNDER FLOOR PLUMBING WORK IS COMPLETED AND
INSPECTED. REFER TO PLUMBING DOCUMENTS.
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. NOTIFY OWNER AND ARCHITECT IF UNDER SLAB TEMPORARY DEWATERING IS
REQUIRED.
19. REVIEW DEMOLITION DOCUMENTS WITH OWNER TO VERIFY ANY ITEMS TO BE
SALVAGED AND TURNED OVER TO THE OWNER.
20. 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.
21. CONTRACTOR TO PROVIDE M.O.P. (METHOD OF PROCEDURE) PRIOR TO COMMENCE-
MENT OF WORK IN ANY PHASE/SUB-PHASE WHICH AFFECTS HOSPITAL OPERATIONS.
M.O.P.'S TO BE APPROVED BY OWNER AT LEAST 72 HOURS PRIOR TO START OF WORK.
22. REFER TO SHEET G120.1A - G125.1A FOR SEQUENCING OF WORK, INCLUDING
DEMOLITION.
23. REFERENCE STRUCTURAL FOR ALL STRUCTURAL ELEMENTS DEMOLITION
INCLUDING BUT NOT LIMITED TO FOUNDATIONS, BEAMS, COLUMNS, AND
FLOOR PENETRATIONS.
24. REFERENCE MEP FOR ALL MEP DEMOLITION.
25. REMOVE AND SALVAGE BRICK FOR REUSE AS REQUIRED FOR NEW WORK.
26. CONTRACTERS AND SUB-CONTRACTORS MUST VISIT THE SITE & BUILDING
TO BECOME FAMILIAR WITH EXISTING CONDITIONS BEFORE SUBMITTING
BIDS.
27. REMOVE PORTIONS OF WALLS, FLOORS, AND CEILINGS AS REQUIRED FOR
INSTALLATION OF MEP & IT SYSTEMS TO LEVEL ABOVE
28. REFERENCE REFLECTED CEILING PLANS FOR EXISTING CEILINGS TO
REMAIN. EXCEPTION IS NOTE 27.
29. REMOVE PORTIONS OF EXISTING FLOOR, BASE, AND CEILING, AND PREP AS
REQUIRED TO PREPARE FOR NEW SCOPE OF WORK AS DESCRIBED IN RCP,
FINSIH PLANS AND FINISH SCHEDULE
A B C
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000 4' 8' 16'
SCALE:
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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
5/24/2016
3:43:31 PM
AD102A.1A
Checker
Author
DEMOLITION FLOOR
PLAN - LEVEL TWO -
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
1/8" = 1'-0"
1
DEMOLITION PLAN - LEVEL TWO - ZONE A
N.T.S
KEY PLAN
DEMOLITION NOTES
1 REMOVE AND SALVAGE BRICK VENEER FOR REUSE .REFERENCE EXTERIOR ELEVATIONS FOR EXTENT OF SALVAGED BRICK
TO BE USED. REMOVE BALANCE OF ASSEMBLY, INCLUDING ANCHORS, TO CONCRETE STRUCTURE OR METAL STUDS. AT
METAL STUDS. REMOVE ANY BATT OR OTHER INSULATION BETWEEN STUDS.
2 REMOVE CURTAIN WALL ASSEMBLY INCLUDING ANCHORS.
3 EXISTING BRICK TO REMAIN
4 REMOVE DOOR, FRAME, AND ANCHORS
5 REMOVE BRICK AND CONCRETE BLOCK PARAPET ASSEMBLY IN ITS ENTIRETY TO THE ROOF DECK, CONCRETE OR METAL
6 REMOVE ROOF ASSEMBLY IN ITS ENTIRETY TO ROOF DECK, CONCRETE OR METAL
7 REMOVE CONCRETE WALLS, CURB AND GATE
8 SALVAGE SIGNAGE (LETTERS) AND HAND OVER TO OWNER
9 REMOVE ALL OF ENVELOPE CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, BRICK VENEER, SOFFITS, STOREFRONT
SYSTEM, METAL PANELS, METAL STUDS, ANCHORS, FURRING, AND INTERIOR FINISHES TO CONCRETE COLUMNS AND
CONCRETE BEAMS
10 REMOVE HANDRAIL/GUARDRAIL
11 REMOVE ALL EQUIPMENT PADS; RE: MECH
12 REMOVE STOREFRONT SYSTEM AND METAL PANEL ASSEMBLY INCLUDING ANCHORS, SHEATHING, METAL STUDS, BATT
INSULATION, AND INTERIOR FINISHES
13 REMOVE ALL FURRING AND FINISHES AT COLUMNS AND WALLS TO REMAIN, TYPICAL CONCRETE
14 DEMOLITION OF FOUNDATIONS THIS AREA; RE: STRUCT.
15 DEMOLITION OF LOUVERS AND SHUTTERS THIS AREA; RE: MECH.
16 REMOVE STAIRS AND LANDING
17 DEMOLISH SLAB AND WALL AS REQUIRED FOR EXISTING SEWER REPAIR AND NEW WATER ENTRY; RE: PLUMB.
18 REMOVE WALL ASSEMBLY IN ITS ENTIRETY FOR NEW STOREFRONT OPENING
19 REMOVE WALL IN ITS ENTIRETY; RE: STRUCT.
20 REMOVE PORTION OF CONCRETE BEAM BELOW; RE: STRUCT.
21 REMOVE CANOPY IN ITS ENTIRETY, EXCEPT COLUMN G4 (V.I.F.); RE: STRUCT. AND MEP
22 EXISTING TO REMAIN
23 REMOVE ALL PARTITIONS AND INTERIOR FINISHES
24 REMOVE WALL AND ROOF ASSEMBLIES, AND STRUCTURE; RE: STRUCT.
25 REMOVE BRICK AND STOREFRONT ASSEMBLIES, INCLUDING ANCHORS. EXISTING SHEATHING AND METAL STUDS TO
REMAIN.
26 REMOVE PRECAST CONCRETE PLANKS OVER STAIRWELLS.
27 REMOVE WALL AS REQUIRED FOR NEW OPENING.
28 REMOVE EXISTING ELEVATOR PENTHOUSE.
29 REMOVE ROOF HATCH.
30 REMOVE CONCRETE WALL TO LOWER LEVEL AS REQUIRED FOR NEW DOOR AND FRAME. MAINTAIN 3'- 4" ROUGH OPENING
31 REMOVE AND SALVAGE AUTOMATIC ENTRANCE DOORS. HAND OVER TO OWNER TO RELOCATE (AS PART OF THE
TEMPORARY ENTERANCE PROJECT).
32 REMOVE CYRO QUENCH VENT
33 REMOVE LANDSCAPING
34 REMOVE CONCRETE WALL APPROX 4'-0" AS REQUIRED BELOW EXISTING OPENING FOR NEW DOOR AT BASEMENT FLOOR
LEVEL
35 REMOVE EDGE OF ROOF SLAB AND PORTION ALL LANDINGS AS REQUIRED FOR NEW STAIR
36 REMOVE AND RELOCATE SINK AND ACCESSORIES AS REQUIRED FOR SISTER COLUMN INSTALLATION
37 REMOVE PARTITION AND/OR FINISHED WALL TO ALLOW FOR NEW STRUCTURAL INSTALL.
38 REMOVE BORROWED LITE.
39 REMOVE DOORS, FRAME, AND HARDWARE, BULKHEAD EXISTING TO REMAIN, PATCH & REPAIR WALL AS REQUIRED.
41 EXISTING CASEWORK TO REMAIN
42 REMOVE PORTION OF EXISTING CMU WALL AS REQUIRED TO ALLOW FOR COIL PULL SPACE AT AIR HANDLING UNIT. VERIFY
EXACT SIZE AND LOCATION WITH AIR HANDLING UNIT MANUFACTURER. PROVIDE STEEL ANGLE LINTEL AS REQUIRED AT
HEAD OF OPENING.
43 VERIFY CURTAIN TRACK TO MATCH NEW LAYOUT.
44 REMOVE UPPER PORTION OF WALL DOWN TO SILL HEIGHT (MATCH ADJACENT SILL HEIGHT) PATCH AND REPAIR REMAINING
WALL TO ALLOW FOR INSTALLATION OF SOLID SURFACE SILL.
2 ADD #2 07.16.2015
5 ADD #5 TOV, DFPC 10.20.2015
6 ADD #6 TOV, DFPC 11.16.2015
26 ASI #19 02.26.2016
33 ASI #24 05.20.2016
33
01/04/17