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ELECTRICAL METERS
<br />TO REMAIN
<br />1
<br />EXT. DOOR
<br />TO BE
<br />E = = DEMOLISHED
<br />\ & FILLED IN.
<br />\ DOOR TO
<br />SHIFT DOWN
<br />2
<br />DEMOLITION FLOOR PLAN
<br />1 /4" = 1'-0"
<br />EXISTING COLUMN
<br />TO REMAIN
<br />EXISTING RIBBON SLAB ONLY WITH
<br />SLAB LEAVE -OUT. CONTRACTOR TO
<br />POUR -BACK SLAB. SEE DETAIL 2/A-080
<br />EXT. DOOR TO BE
<br />LOCKED SHUT
<br />PERMANENTLY
<br />L0
<br />NEW CONC SLAB ON
<br />GRADE W/ 10 MIL VAPOR
<br />BARRIER OVER CLEAN
<br />COMPACTED SAND FILL
<br />WWF 6X6-W14X14;1"
<br />FROM TOP OF SLAB 19"
<br />NEW SLAB
<br />a .
<br />-5"EM
<br />NEW #3 BAR x 24" LONG AT MID
<br />DEPTH AND AT 32" O.C. PROVIDE 5"
<br />EMBEDED INTO EXISTING SLAB ON
<br />GRADE. USE HY-200 MAX ADHESIVE
<br />PRIOR TO NEW POUR. ROUGHEN
<br />EXISTING CONCRETE SURFACE.
<br />FASTEN WITH BONDING AGENT, TYP.
<br />EXISTING SLAB
<br />NOTES:
<br />1. CONCRETE TO BE F'c= 4,000 PSI MIN. W/ 4"#1" SLUMP.
<br />2. EPDXY GROUT TO BE F'c= 5,000 PSI.
<br />3. TOP OF NEW SLAB TO MATCH EXISTING.
<br />4. STEEL REINFORCING TO BE 60 KSI.
<br />5. NOTIFY ARCHITECT OF RECORD OF ANY DISCREPANCIES
<br />BEFORE COMMENCING THE WORK.
<br />TYP. SLAB INFILL JOINT
<br />DETAIL
<br />3/4" = 1'-0"
<br />NEW CONIC SLAB ON
<br />GRADE W/ 15 MIL VAPOR
<br />BARRIER OVER CLEAN
<br />COMPACTED SAND FILL
<br />WWF 6X6-W14X14;1"
<br />FROM TOP OF SLAB
<br />EXISTING SLAB ON
<br />CUT EXIST SLAB AS REQ
<br />T-6" MAX
<br />12"
<br />MIN
<br />5" EMBE —
<br />NEW #3 BAR @ 16" O.C.
<br />STAGGER CONNECTION. EPDXY
<br />5" MINIMUM INTO EXISTING
<br />CONCRETE. LAP BAR 12" MIN.
<br />ADD #3 CONT. HORZ BAR AT
<br />CENTER. USE HY-200 MAX
<br />ADHESIVE
<br />PRIOR TO NEW POUR.
<br />ROUGHEN EXISTING
<br />CONCRETE SURFACE.
<br />FASTEN WITH BONDING
<br />AGENT, TYP.,
<br />NOTES:
<br />1. CONCRETE TO BE FI4,000 PSI MIN. W/ 4"f1" SLUMP.
<br />2. EPDXY GROUT TO BE F'c= 5,000 PSI.
<br />3. TOP OF NEW SLAB TO MATCH EXISTING.
<br />4. STEEL REINFORCING TO BE 60 KSI.
<br />5. NOTIFY ARCHITECT OF RECORD OF ANY DISCREPANCIES
<br />BEFORE COMMENCING THE WORK.
<br />TYP. SLAB OPENING
<br />REPAIR DTL.
<br />3/4" = 1'-0"
<br />DEMOLITION GENERAL NOTES
<br />1. DEMOLITION PLANS SHOW APPROXIMATE LAYOUT OF THE EXISTING BUILDING AND ARE NOT
<br />INTENDED TO REPRESENT PRECISE "AS -BUILT" CONDITIONS. THE CONTRACTOR AND ALL
<br />SUBCONTRACTORS SHALL VISIT THE PROJECT SITE AND BECOME FAMILIAR WITH ALL JOB
<br />CONDITIONS, INCLUDING EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL WORK.
<br />2.SHOULD THE CONTRACTOR ENCOUNTER CONDITIONS AT THE SITE MATERIALLY DIFFERING FROM
<br />THOSE INDICATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY GIVE
<br />NOTICE TO THE OWNER'S REPRESENTATIVE OF SAID CONDITIONS BEFORE THEY ARE DISTURBED.
<br />33HE CONTRACTOR SHALL CEASE OPERATIONS IMMEDIATELY IF HAZARDOUS OR CONTAMINATED
<br />MATERIALS SUCH AS ASBESTOS OR POLYCHLORINATED BIPHENYL (PCB), NOT PREVIOUSLY
<br />RENDERED HARMLESS, ARE ENCOUNTERED. CONTACT ARCHITECT AND OWNER IN WRITING. DO NOT
<br />RESUME OPERATIONS UNTIL DIRECTED, HAZARDOUS OR CONTAMINATED MATERIALS HAVE BEEN
<br />RENDERED HARMLESS, AND CONDITIONS ARE AGREED TO BY OWNER AND CONTRACTOR IN WRITING,
<br />43HE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES. THIS INCLUDES
<br />SCHEDULING OF ALL WORK TO BE PERFORMED, COORDINATION OF ALL CUTTING, FITTING, PATCHING
<br />AND REPAIRING AS REQUIRED, ETC.
<br />5.THE OWNER AND AFFECTED TENANT SHALL BE NOTIFIED PRIOR TO SHUTDOWN OF ANY SHARED
<br />MECHANICAL, PLUMBING AND/OR ELECTRICAL SYSTEMS.
<br />63HE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING AS REQUIRED FOR
<br />TEMPORARY SUPPORT OF ALL WORK TO BE PERFORMED. THE SHORING AND BRACING SHALL
<br />PREVENT MOVEMENT, SETTLEMENT, AND/OR COLLAPSE OF STRUCTURE OR ELEMENT SHOWN TO
<br />REMAIN. IF REQUIRED SHORING AND BRACING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER
<br />LICENSED IN THE LOCAL JURISDICTION.
<br />7.EXISTING CONSTRUCTION SHOWN TO REMAIN INCLUDING BUT NOT LIMITED TO WALLS, PARTITIONS,
<br />DOORS, FRAMES, CONSTRUCTION AND MATERIALS BEYOND THE SCOPED AREA ETC. SHALL BE
<br />PROTECTED FROM WEATHER AND OTHER DAMAGE DURING CONSTRUCTION ACTIVITIES. DAMAGE TO
<br />EXISTING CONSTRUCTION SHOWN TO REMAIN SHALL BE RESTORED TO MATCH PRE -DAMAGED
<br />ADJACENT CONDITION AT NO ADDITIONAL COST TO OWNER.
<br />&EXISTING ITEMS OR MATERIAL TO BE SALVAGED SHALL EITHER BE CAREFULLY REMOVED, CLEANED
<br />AND STORED AT A LOCATION PROVIDED BY THE OWNER OR SHALL BE CAREFULLY REMOVED,
<br />CLEANED, TEMPORARILY STORED AND RE -USED AS SHOWN ON DRAWINGS. CONTRACTOR SHALL
<br />MAINTAIN AND PROVIDE TO OWNER A LIST OF ALL REMOVED AND SALVAGED ITEMS AT THE
<br />COMPLETION OF DEMOLITION WORK. SALVAGE EXISTING RATED DOORS, WINDOWS AND FRAMES TO
<br />MAINTAIN RATINGS FOR RE -USE.
<br />93HE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATION OF MATERIAL WITHOUT
<br />PERMANENT DAMAGE OR MARRING. NEW MATERIAL SHALL BE SUBSTITUTED FOR EXISTING
<br />MATERIAL THE CONTRACTOR IS UNABLE TO PROTECT FROM PERMANENT DAMAGE OR MARRING.
<br />10.EXISTING UTILITIES OR OTHER MECHANICAL, ELECTRICAL OR PLUMBING EQUIPMENT REQUIRING
<br />REMOVAL, CAPPING, TERMINATION, AND/ OR RELOCATION SHALL BE INCLUDED IN THE OVERALL
<br />SCOPE AND PERFORMANCE OF THE PROJECT BY THE CONTRACTOR.
<br />11.THE CONTRACTOR SHALL PROTECT AND SHALL NOT DISCONNECT ALL EXISTING FIRE ALARM
<br />DEVICES, SMOKE ALARMS, SPRINKLER HEADS, EXIT SIGNS, ASSOCIATED WIRING, AND OTHER LIFE
<br />SAFETY DEVICES IN OPERATION. RELOCATE AS REQUIRED IN NEW PLAN.
<br />12.EXISTING CONCRETE FLOOR SLABS, MASONRY WALLS AND EXISTING STRUCTURAL FRAMING
<br />SYSTEMS SHOWN TO BE REMOVED SHALL BE CLEANLY SAWCUT FROM EXISTING CONSTRUCTION.
<br />COMPLETELY REMOVE FOOTINGS, FOUNDATIONS AND ABOVEGROUND AND UNDERGROUND
<br />CONSTRUCTION AND INDICATED ON DRAWINGS.
<br />13.EXISTING EXTERIOR WALL INSULATION SHALL BE LEFT IN PLACE OR SHALL BE REPLACED WITH
<br />NEW MATERIAL OF EQUAL INSULATING VALUE.
<br />14.WHERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING CONSTRUCTION, REPAIR AND
<br />PATCH REMAINING SUBSTRATES AND PREPARE FOR NEW FINISH. CAREFULLY REPLACE AND PATCH
<br />ALL REMAINING SUBSTRATES THAT WERE ORIGINALLY CONCEALED BY EXISTING FINISHES, BUT WILL
<br />NOW BE EXPOSED IN THE NEW CONSTRUCTION.
<br />15.ALL INFILL OR REPLACEMENT WORK IS TO MATCH EXISTING CONDITIONS IN MATERIALS,
<br />CONSTRUCTION, RATING AND FINISH, UNLESS SPECIFICALLY NOTED ELSEWHERE IN THE
<br />CONSTRUCTION DOCUMENTS.
<br />16.EXISTING CONDITIONS DISTURBED BY NEW WORK MUST BE RESTORED WITH SIMILAR NEW
<br />MATERIAL TO A CLEAN NEW CONDITION. ALL NEW MATERIALS SHALL MATCH EXISTING UNLESS
<br />OTHERWISE NOTED.
<br />17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEBRIS REMOVAL. DO NOT ALLOW DEBRIS TO
<br />ACCUMULATE. ALL AREAS TO BE LEFT CLEAN DAILY. WASH AND CLEAN ALL WORK AFFECTED BY
<br />CONSTRUCTION AT COMPLETION OF PROJECT. THE CONTRACTOR SHALL COORDINATE ALL WORK
<br />WITH TENANT AND SHALL VERIFY ALL TENANT REQUESTS WITH OWNERS REPRESENTATIVE PRIOR TO
<br />PERFORMING SUCH REQUESTS.
<br />183HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTION OF IRREGULARITIES IN FLOOR
<br />FINISH AND/OR ELEVATION THAT BECOME APPARENT DUE TO DEMOLITION.
<br />19.REMOVE AND REPLACE BROKEN CEILING TILES.
<br />20.REMOVE ALL OBSOLETE PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT IN THEIR
<br />ENTIRETY THROUGHOUT TENANT SPACE AND ON THE ROOF, PARTICULARLY WHERE EXISTING ITEMS
<br />WILL INTERFERE WITH THE INSTALLATION OF NEW CONSTRUCTION, OR WHERE EXISTING ITEMS WILL
<br />BE EXPOSED IN THE NEW CONSTRUCTION, UNLESS SPECIFICALLY NOTED ELSEWHERE IN THE
<br />CONTRACT DOCUMENTS TO REMAIN. REPAIR AND PATCH SYSTEMS TO REMAIN WITH MATCHING
<br />EXISTING CONSTRUCTION AND AS INDICATED IN CONTRACT DOCUMENTS. COORDINATE WITH NEW
<br />CONSTRUCTION.
<br />21. CONTRACTOR TO CONSTRUCT AND MAINTAIN TEMPORARY BARRIERS AND WALLS AS REQUIRED
<br />FOR NOISE AND DUST CONTROL BETWEEN CONSTRUCTION AREAS AND TENANT SPACES.
<br />KEYED DEMOLITION NOTES
<br />1. REMOVE EXISTING DOOR, DOOR HARDWARE AND DOOR FRAME IN SAFE MANNER. REMOVE METAL
<br />STUD HEADER AND PATCH WALL. PATCH AND REPAIR WALL.
<br />2. REMOVE A PORTION OF THE WALL AND PREPARE TO RECEIVE A NEW DOOR AND FRAME.
<br />3. REMOVE PORTION OF EXISTING STOREFRONT AS REQUIRED TO INSTALL NEW FIXED WINDOW INTO
<br />EXISTING SYSTEM. COORDINATE FINAL DIMENSIONS IN FIELD.
<br />PARTITION LEGEND
<br />POCHE WALL INDICATES EXISTING TO REMAIN
<br />[ _ _ ] DASH LINE INDICATED ITEMS TO BE REMOVED
<br />0 LINE INDICATES NEW PARTITION
<br />HATCH INDICATES AREAS NOT IN SCOPE
<br />11
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<br />Boswell Mill
<br />05-A Mill Street~ Suite 200
<br />Roswell, Georgia 30075
<br />t 770.650.1560 f 110.650.1669
<br />e-mail architech@randalipaulson.com
<br />These plans and specifications are the property of NandalRoulson ArcWtocts,
<br />lacerp rated. Those documents may nai he copied, reproduced, used or
<br />implemented in any way, in Port or in whole, ridhout the written consent 0
<br />8andalAulson Archhea Incorporated. AD common W rights of copAht are
<br />herohr spocifipl� reserved.
<br />FLORIDA REGISTRATIOWM0003296
<br />TENANT
<br />BUILD -OUT
<br />at
<br />ZEPHYRH ILLS
<br />for
<br />U.S. HIGHWAY 301 & PRETTY
<br />POND ROAD,
<br />ZEPHYRHILLS, FLORIDA 33541
<br />Print Record
<br />Revisions
<br />Date
<br />14 JUNE 2021
<br />Sheet Title
<br />DEMOLITION PLAN
<br />Project No.
<br />2021217.00
<br />Sheet No.
<br />_Am080
<br />■Released for Construction
<br />❑Not Released for Construction
<br />I
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