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GENERAL NOTES:
<br />1. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING BUILDING AND IS NOT
<br />INTENDED TO REPRESENT "AS -BUILT" CONDITIONS. G.C. IS REQUIRED TO VISIT SITE
<br />AND BECOME FAMILIAR WITH ACTUAL CONDITIONS WHEN BIDDING THE WORK.
<br />2. PRIOR TO ANY DEMOLITION WORK, CONTRACTOR MUST FIELD VERIFY ALL EXISTING
<br />MECHANICAL, PLUMBING AND ELECTRICAL WORK LOCATED IN THE TENANT SPACE
<br />WHICH AFFECTS THE ADJACENT TENANT SPACES. THE LANDLORD AND THE
<br />ADJACENT TENANTS MUST BE NOTIFIED PRIOR TO SHUTDOWN OF ANY SHARED
<br />MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. 72 HOUR NOTICE REQUIRED.
<br />3. INTERIOR WALLS, PARTITIONS, DOORS, FRAMES, AND OTHER ITEMS WILL BE
<br />REMOVED BY LANDLORD. GC TO COORDINATE WITH SHELL DRAWINGS.
<br />4. LANDLORD TO REMOVE ALL INTERIOR CEILINGS, SOFFITS, LIGHTING, ETC
<br />THROUGHOUT THE SPACE UNLESS OTHERWISE NOTED TO REMAIN. GC TO
<br />COORDINATE WITH SHELL DRAWINGS.
<br />5. EXISTING CONSTRUCTION SHOWN TO REMAIN INCLUDING BUT NOT LIMITED TO
<br />WALLS, PARTITIONS, DOORS, FRAMES, ETC. SHALL BE PROTECTED DURING
<br />DEMOLITION. DAMAGE TO EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BE
<br />RESTORED TO MATCH PRE -DAMAGED CONDITION.
<br />6. PROTECT FROM DAMAGE ALL EXISTING FINISH WORK TO REMAIN IN PLACE AND
<br />WHICH BECOMES EXPOSED DURING DEMOLITION OPERATIONS.
<br />7. PROVIDE ALL NECESSARY SHORING, BRACING, AND SUPPORT TO PREVENT
<br />MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURE OR ELEMENT TO BE
<br />DEMOLISHED, AND ADJACENT STRUCTURE OR ELEMENT SHOWN TO REMAIN.
<br />SHORING AND BRACING SHALL BE DESIGNED BY CONTRACTOR'S PROFESSIONAL
<br />ENGINEER LICENSED IN THE APPLICABLE JURISDICTION.
<br />8. PROVIDE TEMPORARY WEATHER PROTECTION AND SECURITY DEVICES DURING
<br />INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION ON
<br />EXTERIOR SURFACES AND INSTALLATION OF NEW CONSTRUCTION TO ENSURE THAT
<br />NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR TO INTERIOR AREAS
<br />OF EXISTING BUILDING.
<br />9. EXISTING CONCRETE FLOOR SLABS, MASONRY WALLS AND EXISTING STRUCTURAL
<br />FRAMING SYSTEMS SHOWN TO BE REMOVED SHALL BE CLEANLY SAWCUT FROM
<br />EXISTING CONSTRUCTION. COMPLETELY REMOVE FOOTINGS, FOUNDATIONS AND
<br />ABOVEGROUND AND UNDERGROUND CONSTRUCTION.
<br />10. WHERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING CONSTRUCTION,
<br />REPAIR AND PATCH REMAINING SUBSTRATE AND PREPARE FOR NEW FINISH. REPAIR
<br />AND PATCH ALL REMAINING SUBSTRATES THAT WERE ORIGINALLY CONCEALED BY
<br />EXISTING FINISHES, BUT WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION.
<br />11. SALVAGE MATERIAL AS REQUIRED FOR PATCHING AND INFILL (SEE DRAWINGS FOR
<br />NEW WORK). SALVAGE MATERIAL SHALL BE CLEANED AND STORED IN AREAS AWAY
<br />FROM THE DEMOLITION OR UNTIL NEEDED,
<br />12. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXISTING CONDITIONS IN
<br />MATERIALS, CONSTRUCTION AND FINISH, UNLESS SPECIFICALLY NOTED ELSEWHERE
<br />IN THE CONSTRUCTION DOCUMENTS.
<br />13. NOT USED
<br />14. G.C. TO COORDINATE REUSE OF FIRE SPRINKLER SYSTEMS, PIPING, HEADS, ETC. G.C.
<br />TO CONFIRM PARTICULARLY WHERE EXISTING ITEMS WILL INTERFERE WITH THE
<br />INSTALLATION OF NEW CONSTRUCTION, OR WHERE EXISTING ITEMS WILL BE
<br />EXPOSED IN THE NEW CONSTRUCTION. COORDINATE WITH SHELL DRAWINGS.
<br />15. NOT USED
<br />16 COORDINATE WITH ROSS DRESS FOR LESS CONSTRUCTION MANAGER ANY AND ALL
<br />EXISTING ITEMS TO BE RE -USED.
<br />17. REMOVE ANY AND ALL EXISTING JOINT FILLER.
<br />18. LANDLORD TO DELIVER THE EXISTING FLOOR CLEAN, SMOOTH, FLAT & PREPARED TO
<br />ACCEPT FLOOR FINISHES. VISUAL INSPECTION OF THE SLAB IS TO BE PERFORMED
<br />BY THE ROSS DRESS FOR LESS CONSTRUCTION MANAGER PRIOR TO PUTTING DOWN
<br />ANY FLOOR FINISHES. ROSS DRESS FOR LESS CONSTRUCTION MANAGER TO BE
<br />NOTIFIED 4 WEEKS IN ADVANCE PRIOR TO INSTALLING FLOOR FINISHES TO
<br />DETERMINE IF THERE WILL BE A NEED FOR A CHANGE IN FLOOR FINISHES.
<br />19. COLOR OF PATCHING FOR CONCRETE SURFACES TO BE GRAY IN COLOR TO MATCH
<br />ADJACENT EXISTING SURFACE.
<br />20. G.C. TO FIELD MEASURE THE INSIDE PREMISES AFTER DEMOLITION HAS OCCURRED
<br />INFORMATION IS TO BE FORWARDED TO ROSS DRESS FOR LESS CONSTRUCTION
<br />MANAGER WHEN COMPLETED.
<br />21. GC TO PERFORM MOISTURE TESTING ON THE EXISTING SLAB AFTER ALL OF THE
<br />EXISTING FLOOR FINISHES & MASTIC ARE REMOVED DOWN TO THE BARE CONCRETE
<br />SURFACE. G.C. TO COORD. WITH ROSS DRESS FOR LESS CONSTRUCTION MANAGER
<br />REGARDING THE RESULTS OF THIS INFORMATION. BOTH NEW AND EXISTING
<br />CONCRETE SLABS MUST BE A MINIMUM OF 4 INCHES THICK AND PASS SUITABILITY
<br />TESTS FOR TILE INSTALLATION (I.E., UNIFORMLY TESTED AT 1 TEST PER 1000 SQUARE
<br />FEET OF AREA, NO TEST MAY EXCEED THE ALLOWED LIMITS OF 5 LBS OR LESS PER
<br />1000 SQUARE FEET FOR CALCIUM CHLORIDE TESTING; ALKALINITY TESTING NOT TO
<br />EXCEED A PH OF 9; AND, NO FAILURE ON 72-HOUR BOND TESTS). NOTIFICATION OF
<br />SUCH TESTING IS TO BE GIVEN TO THE ARCHITECT -OF -RECORD AND TO THE ROSS
<br />CONSTRUCTION REPRESENTATIVE. A CERTIFIED REPORT OF EACH TEST RESULT IS
<br />TO BE SUBMITTED TO BOTH FOR RECORD PRIOR TO THE INSTALLATION OF FLOOR
<br />FINISH, NEW CONCRETE SLABS ARE TO BE PLACED OVER AN ENGINEERED
<br />SUBGRADE THAT IS FULLY COVERED BY A LOW PERMANENCE, FULLY SEALED VAPOR
<br />BARRIER OF HIGH PUNCTURE RESISTANCE AND HIGH TENSILE STRENGTH.
<br />22. G.C. MUST COORDINATE W/ LANDLORD ON PARKING, MATERIAL STORAGE, TRAILERS,
<br />ETC.
<br />23. G.0 TO COORD. DEMOLITION OF ALL EXISTING SYSTEMS WITH SHELL DRAWINGS. NO
<br />EXISTING ABANDONED SYSTEMS TO REMAIN AND MUST BE REMOVED IN THEIR
<br />ENTIRETY.
<br />"CONTRACTOR'S VERIFICATION
<br />OF EXISTING CONDITIONS"
<br />I, —VERIFIED EXISTING CONDITIONS AND ALL
<br />(CONTRACTOR'S SUPERINTENDENT)
<br />ARCHITECT -REQUESTED OVERALL AND INTERMEDIATE DIMENSIONS ON THIS
<br />DRAWING, (AS DESIGNATED HEREIN AS "(#' #")") ON , FOLLOWING PARTIAL
<br />(DATE)
<br />OR COMPLETED DEMOLITION WORK, AND SENT A COPY OF THIS ANNOTATED
<br />DRAWING TO THE ARCHITECT'S OFFICE ON ALL DIMENSIONS PROVIDED
<br />(DATE)
<br />ARE BELIEVED TO BE TRUE AND ACCURATE.
<br />I GENERAL NOTES I SCALE 3 I RESURVEY CERTIFICATION SCALE I
<br />NONE NTS
<br />UUNU. rNu
<br />BOLLARDS
<br />LANDLORD
<br />SHELL DRA
<br />EXTERIOR C
<br />WALL BY
<br />LANDLORD,
<br />COORD. WI'
<br />SHELL
<br />DRAWINGS
<br />EXISTING SIDEWALK TO
<br />REMAIN
<br />CANOPY BY
<br />LANDLORD- SEE
<br />SHELL DRAWINGS
<br />TYP.
<br />RAMP BY LANDLORD -
<br />SEE SHELL DRAWING
<br />CANOPY BY
<br />LANDLORD -SEE
<br />SHELL DRAWINGS
<br />TYP.
<br />J1L
<br />0
<br />LEASE LINE
<br />E
<br />D-5
<br />IC
<br />C
<br />Fit
<br />LEGEND
<br />EXISTING WALL/PARTITIONS TO BE REMOVED
<br />EXISTING WALL/PARTITIONS TO REMAIN
<br />HATCH AREA INDICATES EXISTING CONCRETE TO
<br />BE REMOVED FOR NEW CONSTRUCTION.
<br />I
<br />mcg architecture
<br />TO 216.520.1551 OF 216.520.1567
<br />7100 E. Pleasant Valley Rd., Suite 320, Cleveland, OH 44131
<br />Seal:
<br />v��21.13
<br />A Project for:
<br />Client:
<br />ROSS STORES, INC.
<br />4440 ROSEWOOD DRIVE
<br />PLEASANTON, CA 94588
<br />Revisions:
<br />AB ADDENDUM B
<br />04-12-13
<br />BID/PERMIT
<br />02-14-13
<br />No. Description
<br />Date
<br />Project No.:
<br />11.594.01
<br />Drawn By:
<br />LMS
<br />Reviewed By:
<br />BB
<br />Scale:
<br />AS NOTED
<br />Date:
<br />01-28-2013
<br />Filename:
<br />11594 D101
<br />Sheet Title
<br />Sheet #:
<br />DEMOLITION
<br />PLAN
<br />D101
<br />DEMOLITION PLAN SCALE 1
<br />.11411 — 11 n11
<br />© MCG ARCHITECTS 2011 ALL RIGHTS RESERVED
<br />
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