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<br />F ORIDA 110SPITA Z PHYRHI
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<br />]Florida Ilospital
<br />ephyrhills
<br />7050 Ciall 13oixle-vard
<br />e h rhills IF
<br />33541
<br />Clierit Code/ File
<br />Number: 23/100046
<br />--
<br />1 12-1 Permit Set
<br />PROJECT TEAM DIRECTORY
<br />SYMBOLS AND
<br />MATERIALS
<br />GENERAL NOTES
<br />INDEX OF DRAWINGS
<br />A0.0
<br />Cover Sheet
<br />OWNERIndustry
<br />A.l COLUMN REFERENCE
<br />j�
<br />EARTH
<br />standards (I.e. ASTM, ANSI, etc.) SHALL HAVE THE SAME FORCE AND EFFECT
<br />on performance of work as if copies were directly Inserted into the Contract Documents or bound and
<br />ARCHITECTURAL
<br />� --
<br />published therewith. Comply with standards In effect as of the dote of the Contract Documents,
<br />Florida Hospital Zephyrhills
<br />�A WINDOW TYPE
<br />COMPACTED SUBGRADE
<br />unless otherwise note or required by authorities having Jurisdiction.
<br />A1.O
<br />Life Safety Flan -First Floor
<br />_ _ _ _ _ _ _ _ CENTERLINE OR FLOOR LINE
<br />A1.1
<br />Life Safety Plan - Second Floor
<br />7050 Gall Boulevard
<br />$ ELEVATION BENCHMARK
<br />®
<br />METAL
<br />CODES - All work shall conform to the following codes and ordinances:
<br />AI.2
<br />ICRA Plan - First Floor
<br />Zephyrhills, Florida 33541
<br />A1.3
<br />ICRA Plan - Second Floor
<br />Phone: (813) 788-0411
<br />REVISION & NUMBER
<br />FINISH WOOD
<br />- 2010 Florida Building Cade
<br />-2010 Florida Plumbing Code
<br />AIA
<br />Demolition Plan
<br />C.J.P CONTROL JOINT
<br />EIFS/OFFS OR GYPSUM BOARD
<br />- 2010 Florida Fuel Gas Code
<br />2010 Florida Mechanical Code
<br />-2010 Florida Accessibility Code
<br />A2.0
<br />A2.1
<br />Second Floor Plan
<br />Second Floor Plan Ceiling Plan
<br />ARCHITECT
<br />E.J.► EXPANSION JOINT
<br />INSULATION BOARD - SECTION
<br />- 2010 Florida Energy Conservation Code
<br />- 2010 Florida Existing Building Code
<br />-2010 Florida Fire Prevention Code - Effective December 31,2011
<br />A2.2
<br />Interior Elevations
<br />- Local Codes and Ordinances and flood damage prevention ordinances where applicable
<br />A3.1
<br />Interior Seconds
<br />Inc.Burt Hill / Pollock Krieg Architects, I
<br />NEW DOOR & FRAME
<br />` > : ' .
<br />CONCRETE OR GRAVEL
<br />- 2009 NFPA 101 - Life Safety Code
<br />- 2005 NFPA 99 - Health Core Facilities
<br />A5.0
<br />Finishes and Door Schedule
<br />-2010 Guidelines for Design and Construction of Health Care Facilities
<br />A6.0
<br />Floor Finishes Plan
<br />13099 South Cleveland Avenues Suite 500
<br />NEW METAL STUD WALL
<br />CONCRETE MASONRY UNIT (CMU)
<br />BUILDING CODE INFORMATION :
<br />A6.1
<br />Wall Finishes Plan
<br />Fort Myers, Florida 33907
<br />y
<br />NEW MASONRY WALL
<br />OCCUPANCY GROUP :1-2
<br />Phone: 239 482-4761
<br />( )
<br />=______=
<br />WALL TO BE DEMOLISHED
<br />®
<br />PLYWOOD
<br />TYPE OF CONSTRUCTION :TYPE 1B - FBC
<br />PLUMBING
<br />Fax: (2 3 9) 4 8 2 - 0 2 6 5
<br />CORRIDOR
<br />197 ROOM NAME &NUMBER
<br />�
<br />ACOUSTIC CEILING TILE
<br />TYPE 1 0,30 FULLY SPRI NKLERED NFPA
<br />P0.1
<br />Plumbing Legends and General Notes
<br />SQUARE FOOTAGE OF REMODELING. 8,695 SOFT
<br />PLO
<br />Plumbing Demolition Plan
<br />(ID�D DOOR NUMBER
<br />®
<br />BATT OR SEMI -RIGID INSULATION
<br />P1.1
<br />Plumbing Renovation Plan
<br />MECHANICAL/ELECTRICAL ENGINEERS
<br />SECTION OR DETAIL
<br />RIGID INSULATION
<br />I. Contractor to oversee cleaning and insure that the premises are maintained free of rubbish during construction. Final cleanup is the
<br />responsibility of the Contractor. Contractor to provide Permitting Authority with Debris Affidavit of time of submittal.
<br />MECHANICAL
<br />A
<br />Architecture
<br />TLCEngineering for chitec}l Uri'
<br />�
<br />ELEVATION
<br />ROUGH WOOD FRAMING OR BLOCKING
<br />2. At the termination of work, submit to Building Agent/Tenant maintenance manuals presenting full details for care and maintenance of all
<br />surfaces and equipment of every nature. Contents shall include manufacturer's and installer's names, addresses, and phone numbers, and
<br />MO.1
<br />M0.2
<br />Mechanical Legend & General Notes
<br />Infection Control Risk Assesment
<br />500 N. Westshore Boulvard, Suite 435
<br />ua
<br />instructions for Installation, start-up, operation, maintenance parts list, and data sheets.
<br />INTERIOR ELEVATION
<br />®
<br />CONCRETE ROOF TILE
<br />3. Contractor Is responsible for compliance with all Codes, Ordinances and Regulations applicable at project location. Contractor Is responsible
<br />M1,0
<br />Mechanical Demolition Plan
<br />Tampa, FL 33609
<br />for filing and securing all necessary permits, approvals, etc. for all trades.
<br />MIA
<br />Mechanical Renovation Plan
<br />Phone: 813-637-011 Q
<br />NORTH
<br />METAL ROOFING
<br />4. When 'or equal', "alternate', or other qualifying terms are used, those Items shall be approved by Building Agent/Tenant and/or Architect.
<br />M2.0
<br />Mechanical Details
<br />Fax: 813-637-0013
<br />PLAN NORTH
<br />BRICK PAVERS
<br />5. Existing materials or items scheduled to remain that are damaged by construction shall be repaired, patched, and refinished to the nearest
<br />intersection, restoring surface to It's orlginol condltlon.
<br />FIRE PROTECTION
<br />SUPPLY DIFFUSER�`K.�
<br />--��
<br />STRIP FLOURESCENT FIXTURE
<br />6. Contractor shall protect all existing walls, doors, frames, surfaces, fixtures, finishes, etc. from damage during demolition and construction. Existing
<br />materials to be removed shall be coordinated with Owner to verify if Owner wishes to salvage some. Relocation of salvaged materials, once
<br />removed, to be by the Building Agent/Tenant's forces
<br />FP0.1
<br />FP1.0
<br />Fire Protection Legend and General Notes
<br />Fire Protection Renovation Plan
<br />® RETURN GRILLE
<br />PARABOLIC LIGHT FIXTURE
<br />AAad��F �I101e
<br />FLOURESCENT LiGHT FIXTURE
<br />7. Contractor shall verify and be responsible for all dimensions and Job site conditions related to this work. Any discrepancy in dimensions or
<br />special modifications required due to field conditions shall be reported to the Architect for clarification
<br />ELECTRICAL
<br />Q CEILING FAN
<br />-�}
<br />RECESSED LIGHT FIXTURE
<br />8. The Architect does not have control or charge of, and shall not be held responsible for construction means, methods, techniques, sequence or for
<br />safety precautions and programs in connection with work, for the acts or omissions of the contractor, subcontractors or any other persons
<br />E0.1
<br />Electrical Legend and General Notes
<br />performing any of the work, or for the failure of any of them to carry out the work in accordance with the Documents.
<br />E1.0
<br />Electrical Demolition Plan
<br />9. All pipes, ducts, conduit, etc., which penetrate the final slab or walls shall be Installed so as to maintain the fire resistive and structural Integrity
<br />E1.1
<br />Electrical Lighting Plan4
<br />of the building construction.
<br />E1.2
<br />Enlarged Electrical Plan
<br />1�
<br />G-A
<br />l0. Demolition of existing construction necessary to Install new construction and equipment is to be performed by the contractor who is to
<br />supply and Install the new construction and equipment. Install l)ntels where required with prior written approval.
<br />ll. Contractor to repair floor slabs, f1/1 gaps, cracks and voids. Grind smooth any high spots or ridges. Floors to be as required to
<br />prepared
<br />receive floor finishes so that previous substrate defects cannot be detected.
<br />N�
<br />VICINITY MAP
<br />NORTH
<br />KEY PLAN
<br />12, GENERAL CONDITIONS OF THE CONTRACT, AIA Document A201, latest edition, shall apply.
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<br />13. All gypsum board in partitions around 'wet use areas' ( i.e.: Toilet Room(s), Laundry Room(s), Shower Room(s), etc.) shall be of moisture -resistantr-
<br />type, and these partltlons are to be sound -rated.
<br />14. All studs, furring and miscellaneous metal accessories in walls having moisture -resistant gypsum board are to be of galvanized metal.
<br />.._
<br />15. All fire rated partitions are to extend to deck above, and have all voids packed between the deck and top of wall with fire safeing insulation.
<br />Floor track is to be set in a bed of sealant. Joints in gypsum board partitions are to be taped over the full height of the partition.
<br />1 Y
<br />16. Fire extinguisher cabinets mounting height to be 2'-6' from floor to bottom of receptacle. Top of extinguisher to be 4'-0' AFF, max.
<br />t
<br />17All non flre-rafed partitions are to extend 4' above suspended ceHing grid. All such partitions are t0 be braced back to the structural
<br />s with suitable sub -framing at 48 o max. Provide additional framing, racl g and blocking for all required cabine y
<br />decking or Joist - n .c„ m n, b n ntr
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<br />Project L t ion
<br />and equipment.
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<br />18. Not all listed GENERAL NOTES may apply, nor are they all-inclusive for every work situation.
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<br />19. Each new FIRE WALL, FIRE BARRIER, FIRE PARTITION, SMOKE BARRIER, SMOKE PARTITION, or an other new wall
<br />Y
<br />decorative celling and protectedh Sg y
<br />in concealed spaces ewithmthe words,'FIRE AND t SMOKE BARRIER I n PROTECTED ALL OPENINGS',
<br />orgsimilar language. Sign or stencilinto in �ude UL Design number of partition. Such signs or stencll)ngg shall be in 4-Inch
<br />;
<br />high letters, % Inch stroke, and not more than 15 feet on center. Per Florida Fire Protection Code 101:8.3.2.4. Penetrations
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<br />through fire walls to be Identified In the some manor.
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<br />20. Contractor to repair any damaged spray fireproof. Patch shall be completed to maintain the require fire resistant rating.
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