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HomeMy WebLinkAbout7050 Gall Blvd (113)City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: ric 3 ;e.- Date Received: mo Site: �(� Jd CQ WI WAO 91 Permit Type: (S e 4i1 -T&C It d ve.- Approved w/no comments: 0," Approved w/the below comments: ❑ Denied w/the below comments: ❑ 1. This comment sheet shall be kept with the permit and/or plans. ene Brown - Fire Safety Officer Date Contractor and/or Homeowner (Required when comments are present) VICINITY MAP N © OpenStreetMap contributors HOSPITAL ZEPHYRHIU C% ED EXPANSION & ORTHO RENOVATION 7050 GALL LVD ZEPHYRHILLS, FL 33541 AHCA Log No. 23/100046=1 14 HuntonBrady Project No. H=15027.00 Hunton ,ARCH I T E C T S 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. 1 1 ARCHITECT HUNTONBRADY ARCHITECTS, P.A. 800 North Magnolia Avenue, Suite 600 Orlando, Florida 32803 407.839.0886 License AAC001744 STUCTURAL ENGINEER BBM STRUCTURAL ENGINEERS 1912 Boothe Circle, Suite 100 Longwood, FL 32750 407.645.3423 r RA N. Q AR16073 m` MEP /FIRE PROTECTION ENGINEER TLC ENGINEERING FOR ARCHITECTURE 255 South Orange Avenue, Suite 1600 Orlando, Florida 32801 407.841.9050 CONSTRUCTION MANAGER BRASFIELD & GORRIE 941 West Morse Blvd., Winter Park, FL 32789 407.562.4500 SRO( �IQQOC 1.71Hb�Hd of O 32dO ON8,a7,3 7bNO1'�� H LAM ' 1Id6VOS jObHS A/ /V mad OM HIV 43N, S7 ...*��y�.a� N�.-►d Suite 200 «,0 H•15027.00 Copyright HuntonBradly Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/F? : ;tee hr com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 1 F3 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ C ■ N ■ M ■ L ■ K ■ ■ H ■ c ■ F ■ E ■ a ■ c: ■ a ■ A DRAWING INDEX o =Z W F-� UOp� o Z Z� W DRAWING INDEX o F-� ?Z W H2 ZU O0UU o z S` � Z0� 0pp DRAWING INDEX o UZ � P2 W Z CO)UpQ 0 D � Z� pz0 � ¢o GENERAL FP001 GENERAL FIRE PROTECTION INFORMATION ■ E801 PANEL SCHEDULE NORMAL BRANCH ■ ■ G000 COVER SHEET ■ ■ FP111 FIRE PROTECTION DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ E802 PANEL SCHEDULE NORMAL BRANCH ■ G011 SHEET INDEX ■ ■ FP112 FIRE PROTECTION DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ _ E803 PANEL SCHEDULES NORMAL BRANCH ■ G101 PROJECT DATA ■ ■ FP121 FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - AREA 1 ■ E804 PANEL SCHEDULE CRITICAL BRANCH ■ ■ G110 LIFE SAFETY PLAN -1ST LEVEL ■ FP122 FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - AREA 2 ■ E805 PANEL SCHEDULE CRITICAL BRANCH ■ G120 LIFE SAFETY PLAN - 2ND LEVEL ■ FP211 FIRE PROTECTION PLAN - LEVEL 1 - PHASE 1 ■ E806 PANEL SCHEDULE LIFE SAFETY BRANCH ■ G201 FGI GUIDELINES INFORMATION ■ FP212 FIRE PROTECTION PLAN - LEVEL 1 - PHASE 2 ■ E807 PANEL SCHEDULE EQUIPMENT BRANCH ■ FP221 FIRE PROTECTION PLAN - LEVEL 2 - AREA 1 ■ E808 PANEL SCHEDULE EQUIPMENT BRANCH ■ STRUCTURAL FP222 FIRE PROTECTION PLAN - LEVEL 2 - AREA 2 ■ S001 STRUCTURAL GENERAL NOTES ■ FP301 FIRE PROTECTION RISER DIAGRAM ■ TECHNOLOGY S002 STRUCTURAL GENERAL NOTES, SYMBOL LEGEND AND ABBREVIATIONS ■ T001 GENERAL INFO, LEGENDS & SHEET INDEX - TECHNOLOGY ■ PLUMBING T010 OVERALL PHASING PLAN 1ST LEVEL ■ S111 FOUNDATION PLAN -1ST LEVEL - PHASE 1 ■ ■ P001 GENERAL INFO, LEGENDS & SHEET INDEX - PLUMBING ■ T020 OVERALL PHASING PLAN 2ND LEVEL ■ S121 FLOOR FRAMING PLAN - 2ND LEVEL - AREA 1 - PHASE 1 ■ P111 GRAVITY DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ T111 TECHNOLOGY DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ S131 ROOF FRAMING PLAN - 3RD LEVEL - AREA 1 ■ P112 GRAVITY DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ T112 TECHNOLOGY DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ ■ S201 STEEL SECTIONS AND DETAILS ■ ■ P113 PRESSURE DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ T121 TECHNOLOGY DEMOLITION PLAN - LEVEL 2 - AREA 1 ■ P114 PRESSURE DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ T122 TECHNOLOGY DEMOLITION PLAN - LEVEL 2 - AREA 2 ■ DEMOLITION P115 MEDICAL GAS DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ T211 TECHNOLOGY PLAN - LEVEL 1 - PHASE 1 ■ D001 DEMOLITION NOTES AND TEMPORARY PARTITION DETAILS ■ ■ P116 MEDICAL GAS DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ T212 TECHNOLOGY PLAN - LEVEL 1 - PHASE 2 ■ ■ 13011 CONSTRUCTION PHASING PLAN -1ST LEVEL - AREA 1 ■ P121 PLUMBING DEMOLITION PLAN - LEVEL 2 - AREA 1 ■ T221 TECHNOLOGY PLAN - LEVEL 2 - AREA 1 ■ D111 DEMOLITION PLAN -1 ST LEVEL - PHASE 1 ■ ■ P122 GRAVITY DEMOLITION PLAN - LEVEL 2 - AREA 2 ■ T222 TECHNOLOGY PLAN - LEVEL 2 - AREA 2 ■ D111L INTERIM LIFE SAFETY PLAN -1ST LEVEL - PHASE 1 ■ 1 P123 PRESSURE DEMOLITION PLAN - LEVEL 2 - AREA 2 ■ T301 TECHNOLOGY - ENLARGED PLANS ■ D112 DEMOLITION PLAN -1 ST LEVEL - PHASE 2 ■ ■ P124 MEDICAL GAS DEMOLITION PLAN - LEVEL 2 - PHASE 2 ■ T401 TECHNOLOGY — DETAILS ■ D121 DEMOLITION PLAN - 2ND LEVEL - AREA 1 ■ ■ P211 GRAVITY PLAN - LEVEL 1 - PHASE 1 ■ ■ T402 TECHNOLOGY — DETAILS ■ D122 DEMOLITION PLAN - 2ND LEVEL - AREA 2 ■ ■ P212 GRAVITY PLAN - LEVEL 1 - PHASE 2 ■ ■ D411 DEMOLITION CEILING PLAN -1ST LEVEL - PHASE 1 ■ ■ P221 GRAVITY PLAN - LEVEL 2 - AREA 2 ■ ■ D412 DEMOLITION CEILING PLAN -1ST LEVEL - PHASE 2 ■ ■ P311 PRESSURE PLAN - LEVEL 1 - PHASE 1 ■ ■ P312 PRESSURE PLAN - LEVEL 1 - PHASE 2 ■ ■ ARCHITECTURAL P321 PRESSURE PLAN - LEVEL 2 - AREA 2 ■ ■ A001 MASTER KEYNOTES - NOTES AND SYMBOL LEGEND ■ P411 MEDICAL GAS PLAN - LEVEL 1 - PHASE 1 ■ A002 WEATHERPROOFING NOTES ■ ■ P412 MEDICAL GAS PLAN - LEVEL 1 - PHASE 2 ■ A011 DOOR AND FRAME LEGEND AND IGO ■ ■ P421 MEDICAL GAS PLAN - LEVEL 2 - AREA 1 ■ A012 DOOR SCHEDULES ■ ■ P422 MEDICAL GAS PLAN - LEVEL 2 - AREA 2 ■ A021 DOOR AND GLAZING DETAILS ■ P601 PLUMBING DETAILS ■ A041 INTERIOR PARTITION TYPES ■ P502 PLUMBING DETAILS ■ A061 RATED PENETRATION DETAILS ■ P601 PLUMBING RISER DIAGRAMS - GRAVITY ■ ■ A052 UL RATED ASSEMBLIES - WALL AND PARTITION ■ ■ P602 PLUMBING RISER DIAGRAMS - GRAVITY ■ ■ A053 UL RATED ASSEMBLIES - WALL AND PARTITION ■ ■ P603 PLUMBING RISER DIAGRAMS - GRAVITY ■ ■ A054 UL RATED ASSEMBLIES - WALL AND PARTITION ■ ■ P604 PLUMBING RISER DIAGRAMS - PRESSURE ■ ■ A055 UL RATED ASSEMBLIES - CONCRETE AND STEEL JOISTS ■ ■ P605 PLUMBING RISER DIAGRAMS - PRESSURE ■ ■ A061 TYPICAL MOUNTING HEIGHTS ■ P606 PLUMBING RISER DIAGRAMS - PRESSURE ■ ■ A071 WALL PROTECTION AND CORNER GUARD DETAILS ■ P607 PLUMBING RISER DIAGRAMS - MEDICAL GAS ■ A110 FLOOR PLAN -1ST LEVEL - OVERALL ■ ■ P608 PLUMBING RISER DIAGRAMS - MEDICAL GAS ■ A111 FLOOR PLAN -1 ST LEVEL -PHASE 1 ■ ■ A111 D DIMENSION PLAN -1ST LEVEL - PHASE 1 ■ ■ MECHANICAL A112 FLOOR PLAN -1ST LEVEL -PHASE 2 ■ ■ M001 GENERAL MECHANICAL INFORMATION ■ A112D DIMENSION PLAN -1 ST LEVEL - PHASE 2 ■ ■ M111 DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ A120 FLOOR PLAN - 2ND LEVEL - OVERALL ■ M112 DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ ■ A121 FLOOR PLAN - 2ND LEVEL - AREA 1 ■ _ M121 DEMOLITION PLAN - LEVEL 2 - AREA 1 ■ A121 D DIMENSION PLAN - 2ND LEVEL - AREA 1 ■ M122 DEMOLITION PLAN - LEVEL 2 - AREA 2 ■ ■ A122 FLOOR PLAN - 2ND LEVEL - AREA 2 ■ M131 DEMOLITION PLAN - LEVEL 3 - AREA 1 ■ A122D DIMENSION PLAN - 2ND LEVEL - AREA 2 ■ M132 DEMOLITION PLAN - LEVEL 3 - AREA 2 ■ ■ A130 FLOOR PLAN - 3RD LEVEL - OVERALL ■ M211 DUCTWORK PLAN - LEVEL 1 - PHASE 1 ■ ■ A131 FLOOR PLAN - 3RD LEVEL - AREA 1 ■ M212 DUCTWORK PLAN - LEVEL 1 - PHASE 2 ■ ■ A201 EXTERIOR ELEVATION ■ ■ M221 _ DUCTWORK PLAN - LEVEL 2 - AREA 1 ■ A231 EXTERIOR WALL SECTIONS ■ ■ M222 DUCTWORK PLAN - LEVEL 2 - AREA 2 ■ ■ A241 EXTERIOR SECTION DETAILS ■ ■ M231 DUCTWORK PLAN - LEVEL 3 - AREA 1 ■ ■ A242 EXTERIOR SECTION DETAILS ■ ■ M232 DUCTWORK PLAN - LEVEL 3 - AREA 2 ■ ■ A243 EXTERIOR SECTION DETAILS ■ ■ M311 PIPING PLAN - LEVEL 1 - PHASE 1 ■ A261 EXTERIOR PLAN DETAILS AND EXTERIOR GLAZED OPENINGS ■ ■ M312 PIPING PLAN - LEVEL 1 - PHASE 2 ■ A311 ENLARGED ELEVATOR PLANS AND SECTIONS ■ M322 PIPING PLAN - LEVEL 2 - AREA 2 ■ ■ A411 REFLECTED CEILING PLAN -1ST LEVEL - PHASE 1 ■ ■ M501 MECHANICAL SCHEDULES ■ ■ A412 REFLECTED CEILING PLAN -1ST LEVEL - PHASE 2 ■ ■ M601 MECHANICAL DETAILS ■ SEAL ����� OF '°° ° '� ' - d-1'1: A 16P73 =,;°•,�$(b .•`` °•••. � °° /� REA1,\ D �il�irrl A421 REFLECTED CEILING PLAN - 2ND LEVEL - AREA 1 ■ M602 MECHANICAL DETAILS ■ A422 REFLECTED CEILING PLAN - 2ND LEVEL - AREA 2 ■ ■ M603 MECHANICAL DETAILS ■ A511 ENLARGED PLANS AND ELEVATIONS - WAITING AREA ■ ■ M701 MECHANICAL CONTROLS ■ ■ A512 ENLARGED PLANS AND ELEVATIONS - EXAM ROOMS PHASE 1 ■ A513 ENLARGED PLANS AND ELEVATIONS - TRIAGE, WORK AREA & REGISTRATION ■ ELECTRICAL E001 GENERAL ELECTRICAL INFORMATION ■ A514 ENLARGED PLANS AND ELEVATIONS - FAST TRACK & EXAM ROOM PHASE 2,,��» ■ E002 ELECTRICAL ONE -LINE DIAGRAM ■ ■ E003 ELECTRICAL ONE -LINE DIAGRAM ■ A515 ENLARGED PLANS AND ELEVATIONS - SECURE HOLD AND OBSERVE CARE ■ ■ E010 OVERALL PHASING PLAN - LEVEL 1 0�� E020 OVERALL PHASING PLAN - LEVEL 2 ■ A616 ENLARGED PLANS AND ELEVATIONS - NURSE STATION ■ ■ E110 OVERALL ELECTRICAL PLAN - LEVEL 1 m FLORIDA HOSPITAL Zephyrhills EXPANSION & ORTHO RENOVATION A517 ENLARGED PLANS AND ELEVATIONS - MAIN NURSE STATION - ADD ALTERNATE ■ E111 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ A521 ENLARGED PLANS AND ELEVATIONS - 2ND LEVEL RECEPTION AND NURSE STATION ■ ■ E112 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ E120 OVERALL ELECTRICAL PLAN - LEVEL 2 ■ ■ A522 ENLARGED PLANS AND ELEVATIONS - PATIENT ROOMS E121 ELECTRICAL DEMOLITION PLAN - LEVEL 2 -AREA 1 0ED A623 ENLARGED PLANS AND ELEVATIONS - PATIENT ROOMS E122 ELECTRICAL DEMOLITION PLAN - LEVEL 2 - AREA 2 A601 INTERIOR ELEVATIONS - TOILETS -1ST LEVEL ■ E211 POWER PLAN - LEVEL 1 - PHASE 1 ■ ■ A602 ENLARGED PLANS & INTERIOR ELEVATIONS - TOILETS - 2ND LEVEL ■ E212 POWER PLAN - LEVEL 1 - PHASE 2 ■ ■ Hunton • . • A R C H I T E C T S E221 POWER PLAN - LEVEL 2 - AREA 1 ■ A651 INTERIOR SECTION DETAILS ■ ■ E222 POWER PLAN - LEVEL 2 - AREA 2 ■ A661 INTERIOR PLAN DETAILS ■ E231 ELECTRICAL PLAN - LEVEL 3 - AREA 1 ■ ■ A671 TYPICAL MILLWORK DETAILS ■ E232 ELECTRICAL PLAN - LEVEL 3 - AREA 2 ■ A672 TYPICAL MILLWORK DETAILS ■ ■ E311 LIGHTING PLAN - LEVEL 1 - PHASE 1 ■ ■ A711 EQUIPMENT PLAN -1ST LEVEL - PHASE 1 ■ ■ E312 LIGHTING PLAN - LEVEL 1 - PHASE 2 ■ ■ A712 EQUIPMENT PLAN -1ST LEVEL - PHASE 2 ■ ■ E321 LIGHTING PLAN - LEVEL 2 -AREA 1 ■ ■ A721 EQUIPMENT PLAN - 2ND LEVEL - AREA 1 ■ E322 LIGHTING PLAN - LEVEL 2 - AREA 2 ■ ■ A722 EQUIPMENT PLAN - 2ND LEVEL - AREA 2 ■ ■ E411 FIRE ALARM PLAN - LEVEL 1 - PHASE 1 ■ ■ A801 FINISH LEGEND ■ E412 FIRE ALARM PLAN - LEVEL 1 - PHASE 2 ■ ■ FINISH PLAN -1ST LEVEL - PHASE 1 ■ ■ E421 FIRE ALARM PLAN -LEVEL 2 -AREA 1 ■ DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 1 IA811 A812 FINISH PLAN -1ST LEVEL - PHASE 2 ■ ■ 1 E422 FIRE ALARM PLAN - LEVEL 2 - AREA 2 ■ A813 ENLARGED FINISH PLANS -1ST LEVEL - PHASE 1 AND PHASE 2 ■ E511 NURSE CALL PLAN - LEVEL 1 - PHASE 1 ■ A821 FINISH PLAN - 2ND LEVEL - AREA 1 ■ E512 NURSE CALL PLAN - LEVEL 1 - PHASE 2 ■ ■ A822 FINISH PLAN - 2ND LEVEL - AREA 2 ■ E622 NURSE CALL PLAN - LEVEL 2 - AREA 2 ■ A911 FLOOR PATTERN PLAN -1ST LEVEL - PHASE 1 ■ ■ E601 ELECTRICAL DETAILS ■ ■ A912 FLOOR PATTERN PLAN -1ST LEVEL - PHASE 2 ■ ■ E602 ELECTRICAL RISERS ■ A921 FLOOR PATTERN PLAN - 2ND LEVEL - AREA 1 ■ E701 ENLARGED TYPICAL ROOMS ■ ■ A922 FLOOR PATTERN PLAN - 2ND LEVEL - AREA 2 ■ E702 ENLARGED COMMUNICATION & ELECTRICAL ROOMS ■ ■ E703 ENLARGED CEP PLAN ■ FIRE PROTECTION E800 PANEL SCHEDULE MAIN DISTRIBUTION ■ SHEET INDEX PROJ. NO. H-15021.00 SHEET DRAWN Author G011 R ■ P ■ 0 ■ N ■ M ■ ■ K ■ ■ H U ■ F ■ E ■ n ■ l; ■ B ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ <'0 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.hunto;ibrady.com License AAC001744 I R ■ P ■ N ■ M L K H ■ G ■ F ■ E ■ D ■ c ■ a ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 EXISTING COND1 ON-6- OCCUPANCY TYPE - 1-2 HEALTHCARE OCCUPANCY EXISTING CONSTRUCTION TYPE R TYPE iI (SBC 604) (FBC 2001 TABLE 600) The Florida Building Code - 5th Edition (2014), Bul/ding TYPE 1 (332) (NFPA 220) The Florida Building Code - 5th Edition (2014), Ex/sting STORIES - 4 STORIES The Florida Building Code - 5th Edition (2014), MechdnIatl The Florida Building Code - 5th Edition (2014), Plumbing The Florida Building Code - 5th Edition (2014), Energy Conservftlon The Florida Building Code - 5th Edition (2014), Accesslblllty NEW CONSTRUCTION The Florida Fire Prevention Code - 5th Edition (2014) OCCUPANCY TYPE -INSTITUTIONAL GROUP 1-2 HEALTHCARE OCCUPANCY (FBC 308.4) FGI Guidelines for Design and Construction of Health Care Facilities - 2010 Edition CONSTRUCTION TYPE (FBC TABLE 601) TYPE = IB' FULLY SPRINKLERED = YES National Fire Protection Association PROTECTED COLUMNS AND BEAMS NFPA 01-2012 edition, the Fire Code (Florida -specific edition) STRUCTURAL FRAME = 2 HOURS NFPA 10-2010 edition, Standard for Portable Fire Extinguishers ■ COLUMNS = 2 HOURS NFPA i1-2010 edition, Standard for Low-, Medium-, and High- Expansion Foam EXTERIOR BEARING WALLS = 2 HOURS NFPA 12-2011 edition, Standard on Carbon Dioxide Extinguishing Systems INTERIOR BEARING WALLS = 2 HOURS NFPA 12A-2009 edition, Standard on Halon 1301 Fire Extinguishing Systems NON BEARING WALLS = 0 HOUR NFPA 13-2010 edition, Standard for the Installation of Sprinkler Systems O BEAMS AND GIRDERS AND TRUSSES = 2 HOUR NFPA 14-2010 edition, Standard for the Installation of Standpipe and Hose Systems FLOOR CONSTRUCTION = 2 HOUR NFPA 15-2012 edition, Standard for Water Spray Fixed Systems for Fire Protection ROOF CONSTRUCTION NFPA 16-2011 edition, Standard for the Installation of Foam -Water Sprinkler and Foam -Water (INCLUDING BEAMS, GIRDERS, t TRUSSES) = 1 HOUR Spray Systems INTERIOR EXIT STAIRS = 2 HOURS NFPA 11-2009 edition, Standard for Dry Chemical Extinguishing Systems ■ EXTERIOR WALLS AT EXIT STAIRS = 2 HOURS NFPA 11A-200S edition, Standard on Wet Chemical Extinguishing Systems ELEVATOR ENCLOSURES AND MACHINE ROOMS = 2 HOURS NFPA 24-2010 edition, Standards for the Installation of Private Fire Service Mains and SHAFT ENCLOSURES = 2 HOURS(TO MATCH FLOOR RATING) Their Appurtenances ROOF ACCESS = EXISTING NFPA 25-2011 edition, Standard for the Inspection, Testing, and Maintenance of Water- N Based Fire Protection Systems FIRE ALARM =YES, EXSITING NFPA 30-2012 edition, Flammable and Combustible Liquids Code AREA OF REFUGE = NOT REQUIRED(FULLY SPRINKLERED BUILDING) NFPA 31-2011 edition, Standard for the Installation of Oil Burning Equipment NFPA 45-2011 edition, Standard on Fire Protection for Laboratories Using Chemicals BUILDING HEIGHT/STORIES ALLOWED (FBC TABLE 503 t SECTION 5042) NFPA 50-2001 edition, Standard for Bulk Oxygen Systems at Consumer Sites ' INSTITUTIONAL (1-2)- OCCUPANCY NFPA 54-2012 edition, National Fuel Gas Code ALLOWABLE AREA = UNLLIMITED NFPA 55-2010 edition, Compressed Gasses and Cryogenic Fluids Code ALLOWABLE HEIGHT = 5 STORIES ( 4 (TABLE 503) + 1 (SECTION 5042)) NFPA 10-2011 edition, National Electrical Code NFPA 12-2010 edition, National Fire Alarm and Signaling Code M J HIGH RISE CLASSIFICATION: NA NFPA 15-200S edition, Standard for the Protection of Information Technology Equipment MINIMUM CORRIDOR WIDTH (FBC 10182) NFPA 80-2010 edition, Standard for Fire Doors and Other Opening Protectives 44, NFPA 82-2009 edition, Standard on Incinerators and Waste and Linen Handling Systems and 12, IN CORRIDORS, AREAS SERVING GURNEY TRAFFIC Equipment S6' - AREAS REQUIRED FOR BED MOVEMENT NFPA 88A-2011 edition, Standard for Parking Structures NFPA SOA-2012 edition, Standard for the Installation of Air Conditioning and Ventilating DEAD END CORRIDORS NOT TO EXCEED (FBC 1018.4) Systems 201AISLE OR CORRIDOR (1-2) INSTITUTIONAL NFPA SOB-2012 edition, Standard for the Installation of Warm Air Heating and Air Conditioning Systems L NFPA SI-2010 edition, Standard for Exhaust Systems for Air Conveying of Vapors, Gases, MAXIMUM TRAVEL DISTANCE NOT TO EXCEED (FBC TABLE 1016.1, TABLE 10162) Mists, and Noncombustible Particulate Solids (1-2) INSTITUTIONAL = 200, (SPRINKLERED) (NFPA 101 - 18.43.42) NFPA S2-2012 edition, Standard for Smoke -Control Systems NFPA 136-2011 edition, Standard for Ventilation Control and Fire Protection of Commercial ■ COMMON PATH OF EGRESS SHALL NOT EXCEED (FBC 10143) Cooking Operations (1-2) INSTITUTIONAL = 15, (SPRINKLERED) NFPA S9-2012 edition, Health Care Facilities Code NFPA 101-2012 edition, the Life Safety Code (Florida -specific edition) MINIMUM NUMBER OF EXITS NFPA IOIA-2010 edition, Guide on Alternative Approaches to Life Safety REQUIRED PER LEVEL (FBC TABLE 1021.1) = 2 EXITS ALL FLOORS HAVE LESS THAN 500 OCCUPANTS NFPA 1015-2002 edition, Code for Means of Egress for Buildings and Structures K EACH FLOOR NFPA 102-2011 edition, Standard for Grandstands, Folding and Telescoping Seating, Tents MAXIMUM OCCUPANTS OF STORIES WITH ONE EXiT/ SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY - and Membrane Structures 2S OCC. (FBC TABLE 10212/ TABLE 1015.1) NFPA 105-2010 edition, Standard for Smoke Door Assemblies and Other Opening Protectives ■ MINIMUM CLEAR DOOR OPENING (FBC 1008.1.1) = 32' NFPA 110-2010 edition, Standard for Emergency and Standby Power Systems FOR 1-2 OCCUPANCY USED FOR THE MOVEMENT OF BEDS - 41 1/2, NFPA 111-2010 edition, Standard on Stored Electrical Energy Emergency and Standby Power MAXIMUM DOOR LEAF WIDTH (FBC 1008.1.1) 48, Systems MAXIMUM PROJECTION INTO SPACE (FBC 10033..3) 4' WHEN BETWEEN 21' TO 80' ABOVE FLOOR NFPA 204-2012 edition, Standard for Smoke and Heat Venting a NFPA 211-2010 edition, Standard for Chimneys, Fireplaces, Vents and Solid Fuel Burning MAXIMUM AREA OF SMOKE COMPARTMENTS (NFPA 101 - 183.1.Ir 22,500 SF Appliances MAXIMUM TRAVEL DISTANCE (ANY POINT IN SMOKE COMPARTMENT TO SMOKE BARRIER DOOR) (NFPA NFPA 221-2012 edition, Standard for High Challenge Fire Walls, Fire Walls and Fire Barrier 101 - 183.1.Q 200'-0' Walls EXIT CAPACITY (NFPA 101 - TABLE 1.33.1�. NFPA 241-200S edition, Standard for Safeguarding Construction, Alteration and Demolition ■ 0.2 INCHES PER PERSON PER LEVEL TRAVEL Operations 0.3 INCHES PER PERSON FOR STAIR TRAVEL NFPA 251-2006 edition, Standard Methods of Testa of Fire Resistance of Building Construction and Materials SLEEPING SUITE SHALL NOT EXCEED 1,500 SF, NFPA 252-2008 edition, Standard Methods of Fire Tests of Door Assemblies M SLEEPING SUITE OVER 1,500 SF SHALL NOT EXCEED A MAXIMUM 10,000 SF SHALL BE PROVIDED NFPA 253-2011 edition, Standard Method of Test for Critical Radiant Flux of Floor DIRECT VISUAL SUPERVISION AND AUTOMATIC SMOKE DETECTION (NFPA 101 1815.1.2.3) Covering Systems Using a Radiant Heat Energy Source NFPA 255-2006 edition, Standard Method of Test of Surface Burning Characteristics of OCCUPANT LOAD (NFPA 101 - TABLE 1.3.12r Building Materials (1-2) INSTITUTIONAL NFPA 256-2003 edition, Standard Methods of Fire Tests of Roof Coverings ' AMBULATORY HEALTH CARE- 100 SF/OCCUPANT NFPA 251-2001 edition, Standard on Fire Tests for Window and Glass Block Assemblies IN -PATIENT TREATMENT DEPARTMENTS - 240 SF / OCCUPANT NFPA 25S-2008 edition, Standard Test Method for Potential Heat of Building Materials SLEEPING DEPARTMENTS - 120 SF/ OCCUPANT NFPA 265-2011 edition, Standard Methods of Fire Tests for Evaluating Room Fire Growth (5-2) STORAGE/MECH/ELEC = 300 SF/ OCCUPANT (FBC TABLE 1004.12) Contribution of Textile Coverings on full Height Panels and Walls SEAL G NFPA 286-2011 edition, Standard Methods of Fire Test for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth NFPA 288-2001 edition, Standard Methods of Fire Tests of Floor Fire Door Assemblies w�`j� 0O ' Installed Horizontally in Fire -Resistant -Rated Floor Systems `V1 ° F10 CODE SUMMARY NFPA 418-2011 edition, Standard for Heliports NFPA 101-2010 edition, Standard Methods of Fire Tests for Flame Propagation of Textiles e 118" = 1'-0" and Films AR16073 NFPA 103-2012 edition, Standard for Fire Retardant -Treated Wood and Fire -Retardant Coatings for Building Materials'r'�1(�' Lbg.;� F NFPA 104-2012 edition, Standard System for the Identification of the Fire Hazards of��.� 1 TABLE 601 PRE-RESISTANOB N1G RB BME T FOR BUILDING ELBMBN 1HOURS) Materials for Emergency Response NFPA 120-2012 edition, Standard for Installation of Carbon Monoxide Detection and Warning Equipment NFPA 150-2010 edition, Standard on Water Mist Fire Protection Systems FLORIDA HOSPITAL NFPA 1130-2004 edition, Standard Test Methods for Fire Tests of Roof Coverings - with Revisions thru October, 2008 Zephyrhills NFPA 1963-200S edition, Standards for Fire Hose Connections 0 E NFPA 2001-2012 edition, Standard on Clean Agent Fire Extinguishing Systems Miscellaneous Standards and Tenting Companies ED EXPANSION & ORTHO RENOVATION Underwriters Laboratories inc. (UL)- httpY/database.ul.com/cgi- ■ bin/XYWtemplate/L ISEXT/IFRAME/fireressrchhtmI Warnock Hershey-Intertek, inc. (WHI) - httpV/www.intertek.com/directories/ American Society of Civil Engineers (ASCEYSEI 2S-2005, Standard Calculation Methods for _ Structural Fire Protection American Society of Mechanical Engineers (ASME) A11.1-2010/CSA B44-10 (Revision of For l: 1 foot = 304.8 mm. ASME A11.1-2001 and CSA B44-01), Safety Code for Elevators and Escalators � a. Roof supports-, Fire -resistance ratings of primary structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof ANSI A143-2002, Safety Requirements for Fixed Ladders Hunton 0 • only- [CC/ANSI A111.1-200S, Accessible and Usable Buildings and Facilities b. Except in gaup F-1, H, M and S-1 occupancies, fire protection of structural members shall not be required, including protection of roof framing and ■ decking where every part of the roof construction its 2'0 feet or more above any floor immediately below. Fire -retardant -treated wood members shall be ANSI/BHMA A1563-2008, Exit Devices allowed to be used for such unprotected members. ANSI/BHMA A156.10-2011, Standard for Power Operated Pedestrian Doors A R C HI T E C T S ANSI/BHMA A156.IS-2001 Standard for Power Assist and Low Ener Power Operated c. In all occupancies, heavy tirraber shall all Mere a "I -hour or less fare-r�esis#ante rating is required. � gy p d. An approved automatic sprinkler system in accordance with Section 9033.1,1 shall be allowed to be substituted for 1-hour fire -resistance -rated Doors construction, provided such system is not otheovise required by other provisions of the code or used for an allowable area increase its accordance with Florida Product Approval, FAC SN-3 t Transportation `Section 506.3 of an allowable height increase in accordance with Section 04..1 The 1-hour substitution. for the fire resistance of exterior walls shall not Florida Department of g p Design Geometrics and Criteria, Chapter 2 (last rev. DATE SUBMISSION NO. be permitted -on 01/2012)p 04.15.16 CONSTRUCTION DOCUMENTS e. Not less than the fire -resistance rating required by other sections of this code` 2010 ADA Standards for Accessible Design, US DOJ 05.10.16 ADDENDUM NO. 1 1 f Not less than the fire -resistance rating based on Fire separation distance (,see Table 602).. Not less than the fire -resistance rating as referencedin Section 704.10 NOTE: This list is not comprehensive. The codes, guidelines, and standards not referenced ■ here may be applicable to this project. PROJECT REQUIREMENTS B FLORIDA FIRE PREVENTION (5TH EDITION) NFPA 101, CH. IS: TABLE 18.116.1 TYPE 11 (222) ALLOWS FOR GREATER THAN 4 STORIES SPRINKLERED HEALTHCARE OCCUPANCY BUILDINGS. ALLOWABLE HEIGHT = 5 STORIES ( 4 (TABLE 503) + 1 (SECTION 5042)) ■ PROJECT DATA A5 BUILDING AREA SUMMARY A10 FBC CONSTRUCTION TYPE A15 APPLICABLE CODES AND STANDARDS PROJ. NO. H-15021.00 SHEET A DRAWN DMC 1/4" =1'-0" 1/8" =1'-0" NO SCALE G 10 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ F3 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 16 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 BUILDING AREA SUMMARY LEVEL/AREA RENOVATION ADDITION 1ST LEVEL - ED RENOVATION PHASE 1 IST LEVEL - ED RENOVATION PHASE 2 2ND LEVEL - WAITING ROOM - AREA 1 2ND LEVEL - ORTOPEDiC SUITE - AREA 2 10,10S SF 10,830 SF 616 SF 1,298 SF 525 SF 200 SF 28,853 SF 125 SF TOTAL 2018 SF F' r " # 1' 10311171, BUILDING ELEMENT n000M0 00 Primary structural frameg (see Section 202) a 0 Mono no . %/ Exterior"gill 11 InteriorEx _ - .% � � Exterior ,Nonbearing waffs and partitions members r 0 #µ..-. . members (see Section 202) ■ A 56.0 TO 5.0 q.O 11.0 13.0 14.0 15.0 16.0 1-7.0 ■ ■ ■ ■ ■ ■ ■ 8 ■ ■ ■ 53 ■ 12 ■ 13 ■ 14 ■ 1,; ■ 16 ■ ■ Y ■ ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K J ■ H ■ G U O a� U 41 O a_ E F v do 0 N N v E l� E i= v 0 ■ 0 N N u D rn v 0■ N V)l 0 i �C 3 �I 0 v�i ■ 3 0 InI � B i U I ■ a j 0 A O 04 II o r 0 a 0 ., NOTES: 1. FINISH NEW SLAB TO MATCH EXISTING. 1 REF NOTES: S20 1. EXTEND VERT CMU WALL REINF MIN 480 DOWN INTO PIT WALLS. *3x1'-4" LONG ■ 24" OC. DRILL ; 2. PROVIDE 24" SQUARE LEAVEOUT FOR EXISTING SLAB -ON -GRADE. REFER TO ORIGINAL EPDXY 4" INTO EXISTING SLAB - - - - - - - - - - - - - ACTUATOR CCOORp W/ ELEV MFR) DRAWINGS FOR ADDITIONAL NEW SLAB -ON -GRADE, , a w .. , - - - - - - - - - - - - - 3. WATERPROOF MEMBRANE REF: ARCHINFORMATION �5 �+ 12 ", TYP INFORMATf ON SEE FDN PLAN NOTES �\/,�\/� � DWGS/SPECS 0 FIN FLR EL 1 I ,I I ------ ----- -- ,; Alik »�--•-=-»—�• MATCH EXISTINCrt INITIAL RO %rl—- ; ;�- ;� ;� �T - % i ✓ . ;I i yd ••° J�- Q A• ° •. ' � .f II 11_011 f f I I I I I I I I (� FINAL RO 4 4 ° 4 4 a 4• .. •12",° A A INITIAL RO tl 4 ° . 05 6 TYP +. ' 4, 4 41 FILL WITH r • a PRECAST LINTEL 4 4 4 COMPACTED SOIL .•4,. FINAL RO P a . 36" A 1 —124" REF S20 F 1 • •4 ° .a � ' 4 : 04 a 16" Oc. RECESS REF: ELEV MFR � S20 4 4 PERIMETER REF ELEV MFR •' N12 SECTION @ EXIST SLAB TO N15 SECTION @ EXISTING PIT 4 �, ;` 9 ," CLR TYP a• NEW S LAB — -�/ 19 a - CONT L5x5xE06 W/ 3/4 • EPDXY BOLTS G 24" OC 4' 4 (VERIFY SIZE W/ ELEV MFR) • NOTE i i4 ' ' w\/� 4. II J 0 (TYP) 04 * 1211 OC EW �4. I/� NOTE 3 EPDXY BARS \ 5" DEEP, TYP 4 ..A 4 n 4 i " A. 4, j a a .• " EXISTING PECK ANGLE *4 x 2'-0" DBA WELDED NON -SWELLING PRE- 4 TO EXISTING DECK ANGLE `\ FORMED PLASTIC 8" 4 . �� °� 4 •. •° ° (Y ADHESIVE WATERSTOP • IN 2x4 KEY, (TYP) TYP • % .° IL .. w EXISTING SLAB MTL DECK, SEE FMG PLAN NOTES 3/16 2 12 MTL DECK, SEE , 1'-611 140" 4 1 -0' FMG PLAN NOTES SUMP PIT •. • (TYP) *5 m 12" OC ° 4• EW ttB %—_ 4 lY a� (�/ W 4 •a _ _ » •;,, T/ SLAB EL - ,_4 •» MATCH EXISTING CONT L4x4x1/4 -_ -- 9-a «_ tea» -_ -- _- ° t ter— ---LN • . 'a ' ° i 4 • , W 4 -- ---�— - - - - JIB r G-� r •� I. r r +-cam _v , A I SEE FMG • a . - 4 •• 4.' ��\ - .,,\\A .a "; e FIN FLR 4 M Al. � � � � � EXISTING DECK u 3/ lro PLAN NOTES 6 i 2 � 12 U \•—-._. i�\ •� ° JL / "'. L L4x4x3/Sx0'-6" EXISTING STL BEAM STL BEAM, SEE FMG STL BEAM, SEE FINAL RO PLAN 4 EXISTING STL BEAM FMG PLAN INITIAL RO 05a12"OCEW 3'-211 ENTRANCE ELEVATION A NT5 J1 SECTION @ ELEVATOR PIT J12 SECTION @ BEAM CONNECTION J15 SECTION @ FLOOR INFILL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" A8 P- 407.645.3423 90 a" CMU WA WALL 5201 1912 Boothe Circle37Sulte 100 Longwood, FL 327SO bbmsauctmal.com EB5343 Bora ErWlen P.E. 95596 EXISTING E. U ENGINEER IIFREDY FXPRCSSLY REST RVI S II; COMMON I AW COPYRIGHT AND OTIIFR PROPERTY RIG,,TS IN TI,F,F PIANs. THIS DFs,GN AND DRAWINGS AHG NO- TO ril. R R U, CII.1NOB OR CCPEO N SLAB - _ I (L 4 II I IL N MI I 4Orlando REF El ELEVATOR 5201 SHAFT tQ�t EL IISBTING E,1 11 L IREF S20 I --- M 141 - -, ------ r(� Ill M LLI ----- ({� w ((� M saa LL! r I- ----- -, -, - - 13� I _ A II J '7 -- -- 3rd LEVEL THODLJC ANY IORM OR MANWR W!IATSOEVER WITHOUT EXPRESSFO WRITTFN PERMISSION AND CONSENT ( FRS"D DTSTRUCTURAI A11SIGNF JE TGfr 4NY PA ��'Y WITHOUT FIRST S7RUCTURALENG�InNEERS �DTAININ; solo wmrrN PFRMISs,oN Boca AND CONS. N' I -------------- ----- -1 • ------ ELEVATOR SHAFT --------------- ---------------0 _ ---- -,. 4. ------� ------------------ -� - - - - - - X X X X X X - NOTES: SEAL I I 1 l REF J1 cq i. MEMBERS, AND MAXIMUM SPACING FRAMING SHALL CONSIST OF: SHALL l i ' • ' S20 1 BOX HEADER X H BOX HEADERI BE 16" ON CENTER•ER@�••� \\�\\\",l��lir►�,��///,/i I l SA l l ( 2. BOX JAMBS, BOX HEADER AND SILLS �.•'�-� ' ' l • l .) -___-- _j 4'. 1 03 HAIRPINS 16" OC - • , ------------ - ----� I 1 A .�. I 1 J _ 61 II SHALL BE MADE FROM 6 MEMBERS. 3. METAL FRAMING AND ITS OWN _ • O 59 EXISTING j 8"x24" CON( TIE BEAM ell MIN ' CONNECTIONS SHALL BE BY A SPECIALTY SE3 SHEET 5001 - _ pF WITH l2) "5 TOP + HAIRPINS EXISTING ENGINEER, ON ��-o,F,o,•�`e`\` /FR#//X/i��S� CON( BEAM REINF MIDDLE BIOTTOM WITH _ PAN JOIST ORREQUIREMENTS. ������` %*3 TIES 6 24 OC SHORING BY _ 4, REFERENCE ARCHITECTURAL DRAWINGS �;)NAI-'e lull. OTHERS SILL SILL SILL _ FOR SHEATHING. 1'-0" 0 EXISTING PAN JOIST INTO EACH � BORA ERBILEN, P.E. #55996 S" CMU WALL EXIST PAN 124'-8" JOIST 2ndLEVEL . Florida Hospital Zephyrhills E1 SECTION a@ EXISTING BEAM E4 SECTION @ ELEVATOR OPENING E8 SECTION a@ ELEVATOR WALL E12 ELEVATION OF METAL FRAME WALL ED EXPANSION & ORTHO 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 1/4"=1'-0" RENOVATION 8"x8" KNOCK -OUT BLOCK W/ (1) 05 CONT WALL BEYOND EXISTING DECK SEE PLAN REF: ARCH'L EXISTING SOFFIT FRAMING KEY NOTES FOR SHEATHING -------------------- --- �: 04 0 all OC ' a m MID -DEPTH --------1 ------- 1 _ -------------------- 4" (MIN) CONC SLAB + + + + ,I Hunton w .' a: REF: ARCH I l EXISTING WALL p JL REF: ARCH L FOR SHEATHING ZO p , ¢ °"` ' ' ' ' %+ MTL FRMG AND ITS OWN CONN'S BY MTL FRMG AND ARCH I T E C T S N 1 j EXISTING DECK ; 1 EXIST FLOOR ,,+ SPECIALTY ENG ITS CONN'S BY m SEE PLAN ISBE , + SPECIALTY ENG KEY NOTES EXISTING EXP ' ROOF DECK ARCH'L 4, _ I - - - - - - - STL M JOINT IN BLDG REF: FOR SHEATHING DATE SUBMISSION NO. HOIST BEAM �1� _ = v El MMTL F o G It N 1 GLAZING BY _ _ _ _ , * * 04.15.16 CONSTRUCTION DOCUMENTS REP S20 L4x4xi/4 W/ (2) 5/8 0 SAND NN S BY E G OTHERS I + * 1 05.10.16 ADDENDUM NO. 1 A325N BOLTS INTO BEAM t (2) 5/8"0 I I II II I I + + SEE KEY NOTE 1� r �� ------------ -i . EPDXY BOLTS INTO • . ° r-------------- II II JLEXISTING i SLAB Ci R GRADE ON SHEET 5111 EVERY TIE BEAM ;. L__-- _ GJL ARCH'L - - = FOR SHEATHING COMPOSITE SLAB \AN. ' �� ROOF FRMG AND SOLID BLOCKING BY —�` // 4^ • • ` j' 4. `—" 4 - NOTE: lTB2) 1S1 �� EXISTING ~ Wx16" TIE BEAM, ALL • ; ; EXISTING STL BEAM STRUCTURE SPECIALTY ENGR z ,:� R •, • 1 , '; ' (4) SIDES REINF WITH '; 1 l --------------- ---------- _, 4 �•. 4 •.• 1 (2) *5 TOP t BOTTOM •' ------------ f l 1 d., 4. W/ *3 TIES g 24" OC 6' ° 1 ---_--_----__-- ° 1 EXISTING u 1'-4" (MIN) (2) *5 CONT (TYP) SECTIONS AND DETAILS 8" CMU WALL EXISTING STL BEAM_/ " (ME16) PAN JOIST I c_Jit: -3 Al SECTION @ ELEVATOR CAP A4 SECTION @ ROOF INFILL A8 SECTION @ ELEVATOR LOBBY Al2 SECTION ar PARAPET A15 SECTION @ WALL PROJ. NO. H-5021.00 SHEET DRAWN 5E/RH/TC 3/4"=11-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=11-0" S2101 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrody Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 Ti"fl._I_I_._1. I.rta r*ee�a�.��r r., •. _i _ _...____, A111:. Vie!-'r. SC}�I��L4'�I�r _ _ _ r ':r !1!C'�rIN.. L13lIIMI1�I11��ww��r�_!e!II�IIN!*11 I}!3.M #Fl�1LE1 ::-3Lf1�1�.��!I a w�}wlrf uw rr .�n�._� .l�lL-�.1�_. w �IIL _ _ _ _ , 1-!!L'.L. r+lw�.�ele�a+t r..�aS '1 _.!!'LJ _ 11 _ _ .l__. _ I. _ _ _ I 1 L. _ _ L1 3 - _ _ } ir.0 1 ■ <_ ■ ;3 ■ ■ 5 ■ 6 ■ 7 ■ c? ■ i; ■ i o ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 KEYNOTE LEGEND 06 10 00.A01 06 10 00.A01 wood blocking FiRE BARRIER RETARDANT 0104 00.A01 firestopping assembly 01 92 0O A02 sealant 09 21 161501 metal stud 09 21 16.CO1 metal stud U runner 09 21 16.H01 gypsum board 09 2116101 sound attenuation blanket CLOSE OPEN DUCTS W/ 6 MIL FIRE BARRIER RETARDANT POLYETHYLENE --- SEAL W/ DUCT TAPE --- , CLOSE CEILING SPACE W/ 6 MIL FIRE BARRIER RETARDANT BRACE HEADER AS POLYETHYLENE ---SEAL ALL ' ' 1 REQUIRED JOINTS, PENETRATIONS 4 PERIMETER W/ DUCT TAPE. 06 10 00.A01 FIRE BARRIER RETARDANT O SEAL AROUND ALL PIPE I 0.192 EXISTING AND DUCT PENETRATIONS IN I :; THE PARTITION AND FIRE BARRIER RETARDANT 09 21 16101 HEPA VACUUM PORT POLYETHYLENE BARRIER W/ I W/DRAWSTRING AND SEAL _ DUCT TAPE 09 21 16•B01 3 5/8, AT 16O.C. < OCCUPIED RENOVATION BASIS OF DESIGN (PROVIDE EQUALS MINTIE TECHNOLOGIES, INC. SIDE SIDE ECU CEILING CAVITY ENVELOPE GENERAL NOTES NOTES : -DURABLE CA STATE FIRE BARRIER MARSHAL FLAME -RATED PVC 0.192 existing calling to remain g g PLASTER CAPE ALL JOINTS, I SHEETING -HOSPITAL WHITE, EASY TO CLEAN W/STANDARD CLEANER SECURE ALL TAPE W/ RAM -TACK I 09 21 16A 5/8' -ONE 20.5' DOOR 3h22 underside of structure HIGH TACK SPRAY OR EQUAL. I ; -TWO CLEAR PANEL WINDOWS - 14.0' X 40.0' -TWO NEGATIVE AIR PORTS - 11.0' ROUND W/DRAWSTRING AND SEAL FINISH OCCUPIED SiDE W/ GLOSS 1 09 21 I6C01 13 5/8' M!1 PAINT. 1 - , AFF. L7 TEMPORARY PARTITION DETAIL L14 IPT - Temporary Dust Enclosure 1 1/2" = V-0" NON -RATED PARTITION 1/2" = 11-011 1: 3.822 I: ' 0184 00.A01 I, CLOSE OPEN DUCTS W/ 6 MIL FIRE BARRIER I RETARDANT I, HEAVY DASHED LINES INDICATE WALLS AND ITEMS TO BE REMOVED. SCREENED LINES POLYETHYLENE--- I , INDICATE EXISTING WALLS AND ITEMS TO REMAIN, SEAL W/ DUCT TAPE I : 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION RELATED CONDITIONS = PRIOR TO STARTING DEMOLITION. ANY AND ALL DISCREPANCIES SHALL BE BROUGHT TO THE V. IMMEDIATE ATTENTION OF THE ARCHITECT. 3, CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OWNER'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION. 4. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COOOD- INATED WITH THE SEAL AROUND ALL PIPE I OWNER'S REPRESENTATIVE TO MINIMIZE DISRUPTION WiTH NORMAL DAILY FUNCTIONING OF THE AND DUCT PENETRATIONS IN I ,_' O.IS2 OWNER'S OCCUPIED AREAS, THE PARTITION AND FIRE 5, NOISE DURING DEMOLITION SHALL BE KEPT TO A MINIMUM. ANY WORK REQUIRED AFTER BARRIER RETARDANT NORMAL WORKING HOURS 1:00-5:00 SHALL BE COORDINATED WITH THE OWNER'S POLYETHYLENE BARRIER W/ I 09 21161 REPRESENTATIVE. DUCT TAPE 6. CONTRACTOR SHALL, AT ALL TIMES, INSURE UNINTERRUPTED HEATING, COOLING, PLUMBING, 09 21 16B01 3 5/8' AT 16, O.C. PROVIDE 6 MIL PLASTIC ELECTRICAL AND COMMUNICATIONS SERVICES CONTAINED WITHIN THE PROJECT WHICH SERVE DUST BARRIER PARTS OF THE FACILITY REMAINING IN SERVICE. ANY REQUIRED INTERRUPTION OF SERVICE E—OCCUPIED RENOVATIONS SHALL BE COORDINATED WITH OWNER'S REPRESENTATIVE TO ALLOW MINIMUM INTERFERENCE SIDE SIDE WITH OWNER'S OPERATIONS. NOTES : I 1. THE OWNER SHALL RETAIN ALL SALVAGE RIGHTS OVER BUILDING MATERIALS THAT ARE OF PLASTER TAPE ALL JOINTS. I 09 21 I6.H01 5/8' VALUE AS DESIGNATED BY THE OWNER'S REPRESENTATIVE, THE OWNER'S REPRESENTATIVE SECURE ALL TAPE W/ RAM -TACK I ; SHALL DIRECT THE INDIVIDUAL CONTRACTORS TO THE LOCATIONS OF STORAGE AREAS FOR SEAL HIGH TACK SPRAY OR EQUAL, I 09 21 I6C01 3 5/8' VARIOUS SALVAGE ITEMS. THE STORAGE AREAS MAY BY OFF -SITE BUT WILL BE LOCATED WITHIN THE GENERAL METROPOLITAN AREA, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH OCCUPIED SIDE W/ GLOSS I - 01 84 00.A01 REMOVING FROM THE BUILDING AND THE CONSTRUCTION SITE ALL CONSTRUCTION DEBRIS AND NOT THE OWNERS NO STORAGE OR OF �ti`' r,C,o .Fit PAINT. ITEMS RETAINED BY REPRESENTATIVE. DUMPING lit 0'_0' DEBRIS WILL BE ALLOWED ON SITE. AFF. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE AND PROTECTION OF ALL o SALVAGE ITEMS WHICH WILL BE REUSED IN THIS PROJECT. 9. FOR INTERIOR AREAS, PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED BY THE OWNERC,. ' AR107 ` F7 TEMPORARY PARTITION DETAIL AND CONSTRUCTION PHASING. �'�i� �'ED „ _ , „ 1 1/2 1 -0 FIRE RATED PARTITION 10. TEMPORARY BARRICADES SHALL BE INSTALLED TO PREVENT DUST POLLUTION OF AR�1���� �'// lltllll SURROUNDING AREAS, PARTITIONS MUST BE INSTALLED IN ACCORDANCE WITH FIRE PROTECTION AND EGRESS REQUIREMENTS, COORDINATE WiTH OWNER'S REPRESENTATIVE. 3.s22 A MANOMETER IS RECOMMENDED TO BE PROVIDED TO MONITOR THE NEGATIVE PRESSURE. 11. TEMPORARY PARTITIONS ARE NOT TO BE REMOVED UNTIL ALL FINISH WORK IS COMPLETED FLORIDA HOSPITAL OR APPROVAL IS GRANTED BY OWNERS REPRESENTATIVE AND AHCA. 1 , ' 12, UPON REMOVAL OF TEMPORARY PARTITIONS, CONTRACTOR SHALL BE RESPONSIBLE TO Zephyrhills 01 92 00.A02 EACH SIDE PATCH TO MATCH ADJACENT CONSTRUCTION. 13. ALL OPENINGS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CON- STRUCTION, EQUIPMENT, ED EXPANSION & ORTHO PIPING, ETC, SHALL BE PROPERLY PATCHED OR CLOSED OFF TO MAINTAIN FIRE RATING OF I SURROUNDING WALL. RENOVATION CLOSE OPEN DUCTS W/ 114. ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE PATCHED 6 MIL FIRE BARRIER I .' AND PAINTED, OR PREPARED FOR NEW WALL COVERING. IF PAINTING IS REQUIRED, THE RETARDANT ENTIRE WALL SHALL RECEIVE PAINT TO AVOID MISMATCH OF COLOR. POLYETHYLENE--- I =' 15, ALL FINISHED AREAS WHICH ARE DAMAGED DURING DEMOLITION BY THE CONTRACTOR SEAL W/ DUCT TAPE I ;, SHALL BE PATCHED TO MATCH EXISTING FINISHES. THE CONTRACTOR IS RESPONSIBLE FOR I PROVIDING NEW FINISHES, CEILING, FLOORING, ETC. TO DAMAGED AREAS. 16. EXISTING ITEMS, SUCH AS EQUIPMENT, PLUMBING FIXTURES, ETC. TO REMAIN IN PLACE SHALL . Hunton • BE PROTECTED FROM DIRT AND DAMAGE DURING DEMOLITION AND CONSTRUCTION. . 11. WHERE REMOVAL OF A PORTION OF FLOOR COVERINGS IS REQUIRED, REMOVE ONLY THOSE MATERIALS TO THE EXTENT SHOWN WITHIN THE ROOMS OR CORRIDORS. DEMOLITION INCLUDES SEAL AROUND ALL PIPE I REMOVAL OF ADHESIVES, GROUTING BEDS, ANCHORING DEVICES AND REQUIRES REMAINING A R C H i T E C T S AND DUCT PENETRATIONS IN I ' 0.192 SURFACES TO BE PREPARED FOR NEW CONSTRUCTION. THE PARTITION AND FIRE 18. ALL CEILING ITEMS TO REMAIN SHALL BE TEMPORARILY REMOVED AND RELOCATED AT THE BARRIER RETARDANT SAME LOCATION IN THE NEW CEILING. DATE SUBMISSION NO. POLYETHYLENE BARRIER W/ I _ 09 21 16101 IS, ALL EXISTING EQUIPMENT ITEMS FASTENED TO EXISTING CONSTRUCTION SHALL BE REMOVED 04.15.16 CONSTRUCTION DOCUMENTS DUCT TAPE 09 2116.1301 3 5/8' AT 16' O.C. TO PREPARE SURFACES FOR NEW FINISHES. ALL ITEMS SHALL BE REATTACHED AS DIRECTED 05.10,16 ADDENDUM NO. 1 1 PROVIDE 6 MIL PLASTIC BY THE OWNER'S REP- RESENTATiVE. DUST BARRIER OCCUPIED RENOVATIONS 20. ALL NON-ATTACHED ITEMS, SUCH AS FURNISHINGS, MOBILE EQUIPMENT, CHAIRS, ETC., SHALL BE REMOVED BY THE OWNER PRIOR TO COMMENCEMENT OF DEMOLITION WORK. COORDINATE SIDE SIDE WITH OWNER'S REPRESENTATIVE FOR REMOVAL OR RELOCATION OF ANY REMAINING ITEMS. NOTES : I 21. NEGATIVE PRESSURE SHALL BE PROVIDED FOR THE AREAS OF DEMOLITION AND PLASTER TAPE ALL JOINTS. 1 09 21 I6.H01 5/8' CONSTRUCTION, THIS NEGATIVE PRESSURE SHALL BE RELATIVE t0 THE SURROUNDING AREA. SECURE ALL TAPE W/ RAM -TACK I ;_; 22. IF, DURING RENOVATION OR NEW CONSTRUCTION THE EXISTING SMOKE DETECTORS, FIRE HIGH TACK SPRAY OR EQUAL. I _ 09 21 16 C01 3 5/8' ALARM PULLS, EXiT LIGHTS ETC. WILL BE HIDDEN OR PREVENTED FROM USE, THEN THESE _ DEVICES SHALL BE TEMPORARILY RELOCATED TO MAINTAIN THE LIFE SAFETY REQUIREMENTS FINISH OCCUPIED SIDE W/ GLOSS I 01 92 00.A02 EACH SIDE OF THE OCCUPIED AREAS. PAINT. I -; DEMOLITION NOTES AND TEMPORARY PARTITION DETAILS AFF. A7 TEMPORARY PARTITION DETAIL A14 DEMOLITION NOTES PROD. NO. H-15021.00 SHEET DRAWN DMC D001 1 1/211= 11-01' SMOKE PARTITION NO SCALE 1 ■ 2 ■ 3 ■ 4 ■ ■ 6 ■ 7 ■ 8 ■ ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 10 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 i i 1 ■ ■ ■ ■ ■ 6 ■ ; ■ ■ ■ ■ ■ ■ 13 ■ 14 ■ .5 ■ 1; ■ 17 ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 KEYNOTE LEGEND ;s 0 ■ ■ ■ ■ ■ ■ ■ ■ J ■ ■ ■ ■ ■ A 1/8" = 1'-011 _. .. .i.�.�..,�� I I _ ..,... ... .,- - - I , ..... .._'EXAM 2 EXAM 4EXAM I TILT I EXAM 5OFFICE ;I ITRAUMA OODISbL�tION YN0 081 CALL N I _ I 1 - .____ 11 1 - ; 96 09 i )OFFICE I ELECTRIC .0 r _ .096 I 0 1 ♦ - - i C7 AN I ; ' ' • I , ae A'u^gam _c"� - .--__-,. ___ _- - �.ar. a\ - --__ - ___ -__ ___- .r. 'li l-_� ' ` �.. F.E.C. 0 981 'r r a r r EROCE55ED A 5TORE6 I - FEC 0,991 8raaRr 4 3 4- ' - ' - 0.085 0.981 0.085 0.094 x, I ....... 0.302 - _-� I L_ - I.. .. ... EXAM ! L SOIL i ` CART OFFICE I 22 I I NU SE EXAM 6 ; .._. ! p i ' _ . `` _ F WASHE C� I I SECLUSION HOLD I _O EMT ___ _ _---__.__-___ iI 8 ATION (° DIR LOUNGE i yy OFFICE -_ _,» { N UL I EXAM 0.061 ADD F.E.C. 4 rT-� ALTERNATE -. �; C:wl21 ---- - - DECONTAMINATION I II MEDB - M-tLTC�. --- - _ _-- - li. AM CORR n _____ _ -- -_-- _ PF 1 61 1 -- -. - _ TLT W-LCKRB --- -- dl " U I 0 ' I O a I � I {. E x f r _ _„_ , I k- M i I I "� (� 1 i D E CON. -7 i __...... - _,.__ SHOWER --'' I i i I _ -_ L1 I s _ r EXAM I � ..... ...... _.: CLEAN I I , -_ - µ 20 HOLD _ _ . r �. I I 1 C _1 „ a _...... - ._...... _.. I I EX .. ^ --------------------- Am reaane'iAw i i-Ri R aqn nRN ] adi f ms 9 I , i TLT 'TLT 0. 81 _ TRANSITION _..... �'► BTOR i I EXAMI' 0.02)., _ i __. 1212 1214 i i16 Y t L I� TAFF t MY 1 r MMa - »»_,...-r ; iruh .i.:l.@.: ✓YL0. .._kh..A_.GN.:! - X a 1 ° W g----- I 0.804 S - _ M. EXAM 0.016 - - _. _« ._ i� r I I LOUNGE 0.401 i _ I --- ' ! r YP 11 _------- TLT , T ____ T .__. r Imo?`- - _..= _...... _ 0 091 I I ; ` - r, I1 -1 m I a a I 1 I - E V r; _ N-, `I ! E IP EXAM EXAM EXAM t_....,4 EXAM CORK E 1 BTA7 ON 0. I ]I �`.1'�C I V CAST 6'-0" 24 25 26 i ; i 21 `* 0.061 �l : i� ti SUPPLY MIN ' EXAM y Iw - TLT t T TLT I - I I \_ t La 18 , tLt A I 0.994�! 11=-----------� -----J 10. 61 RAAA A A R A At '. t e R I R 1! a 3. R 9 r'Y�t x R R r r er l a R R a l a a r s re r r, e e. R E Y F a k a r e a s r a a N - r 0,105 =- --- , z ORR 6l z � _ 0.803� I �� 1- 0.994 0,995 _R 0.401 0.081 : EXAM CORR ' i 0131 j OA- - -- ,i,-,...ri•riir_ �1 r��.r. �_ - �.-i. r �l �i, 1S..Ir. {::Y':,.,k :L lr._i_ n r ,•.�:"i;. _ ........- a e a e R a �}-1:���T�" __'7 I �I I�. i _ I f �` ' I I �A 1 NURSE m.r -- - --- _ i ' EXAM I EXAM 1 EXAM I I I' EXAM 6' XAM 31 EXAM 35 STATION 'x - I irr RESULT I 13 _ I 12 r EXAM 31 ��% EXAM I, - , --, II 11 i--i 0.016 i 1203 1205 1201 1219 WAITINCI , II 1221 --- I I I I I 1 1 TYP 16 Vn � I I ' I I 1 I %?{ III J I I 1 hr rL1 ' '�=I r 1 z�l r ;� _ i �- X • L= -- a_. TLT' 0.081 SHWR + - `---- - - - - , - r - ,- �� ------ TLT _ M TLTrl 77 II II I 1 1 1 1208 1222 _u..: EXAM 30 PROCEDURE IT 1204 1206 ; LL _r,�J-177_ .._ _ , P ,; N ,m k; la 1� , �1f _ BREAK = 1224 -- _ TLT TLT TLT 5ERE A1r'EN19 I , ,' 1244 1246 1248 __. 1223 =..... `. : Ir -� T I ' 0.401 1 l 4 . REGISTRAtI N ! _ MD / L. I I III i r' r y' �� ^ ,�.�.j. l t 1 r p % I ` �=_'' ' NURSE EXAM 29 V' � TRIAGE _ �a RN I , II I I ii !! =-t=-= - a w2 �I,; TRIAGE 4 I' I I EXAM Z2 ' I AM 24 -4,r b �s �- M-TLT 0.011 1 I I EXAM 26 ,`;. STATION - rt; I II ,� ' h STG 05 ,A 1 � 1243 I 1245 1241 -- r_� �--- -� 1 � � �. � •, t, <- , h - � 0.091 I \ 0.091 3 TRIAGES BOIL HOLD ' rT STAGING A �'` TRIAG� " 0.80 ' TRIAGE �� 0.981 f'�- 0 IBIS GREETM I � , 1 R a . e .. 1 I : • •• •• f t. , ./ 0.105TD Ait- l, I I � II 6- 0 ' ,� I 10 t II �...,. I t -8' l'-4' -IO" 8'-3' '-8' 4'-2'-0 F „ MIN - �� \ E XAM E M E XAl'1 1' E XAM EXAM 35 3 33 32 31 v l CLEAN I� ' WAITING 1228 81 ;; V1=STIBULE �I�II I_ I II I Imo- III Ilr II I_ I I �1--19�.� :I f� 1==' k.'IF 1 -r q^==- - I I 11 ' � d TLT�LT0.1313 IL �� 0381 �_-, , _.> u ) TLT TLT � =) - _ _ ». ..,_. TLT 1 , i ♦' ,� ' 1240 38 e z 0.081 1234 ` 6' 0 994 , - , 1236 1232 0,0131 11 11L MINN 1, TLT I ♦ 6,-3, - I I' ELEC / OFFICE WORK 02 PT CONF a!DR SLEEP ELEC STAIR ELEV. MACH. UPS �5� AREA TRIAGE TRIAGE II GnRR '_ CIRCULATION h 1010 TLT 1012 1013 10E I ROOM 6 _0 1303 1304 1306 1301 \. MI { 1011 N {__ OFFICE t..e1.' } i�.....,•4 r. " i I ..... ...t. G"" a. rear.-a_-w_ irrWi•'� ii _.I r rz-. \ S --- ----- _. _�?, __.. t_ II I _ E TI _ . .... z� I .. .^, .a :-L :it:'_'_-�'--= -i[ rJ � .» _. _.... .--.1.., ,... - .__._.__„ .--`!. _ _ _- _; � a r 1 a a` rr w r.. •_ r _'_._. Ili + li VEST I CORR C 1008 �= ORR , 1 ,l i I i VEST. j 1000 _.. - 4. i ■ ■ ■ ■ ■ 6 ■ 7 ■ 8 ■ 9 ■ SECURITY OFFICE iii 1006 1001 I. CORK - 1 A (a ..... . . , e M TLT i W TLT JAN 1003 1004 1005 MAMMO , im SUPPLY ROOM ■ 11 ■ 12 ■ CORR 13 ■ i. F.E.C. N. m�� f' .� I \J .v I N GENERAL NOTES 0,011 remove existing toilet compartments M 0.016 remove existing cubicle curtain and track 0.021 remove existing equipment 0.061 remove existing cabinets/casework 0.061 remove existing door and frame 0,085 remove existing window 0,081 remove existing automatic sliding door 0.091 remove existing partitions 0.094 remove existing floor finish ■ 0.096 remove existing partition as required for new opening 0,302 remove existing concrete slab 0.401 remove existing plumbing fixture 0.105 remove existing exit light fixture 0.131 temporary exit light fixture • 0,803 relocate 0.804 store as directed by the owner 0.981 temporary door and frame 0.9V temporary partition 0,994 temporary partition to be installed for phase 2A 4 25 and removed before phase 2C work begins ■ 0,995 temporary partition to be installed for phase 2C and removed before phase 2D work begins y 0.996 temporary partition to be installed for phase 2D and removed before phase 2E work begins 0.9g1 temporary partition to be installed for phase 2E SEAL my FLoRjDA HOSPITAL . Zephyrhills ED EXPANSION & ORTHO RENOVATION owd ■ uU Hunton • . ARCH ITF C T S CI DATE SUBMISSION NO. 04.15.1ro CONSTRUCTION DOGUMENT5 05.10.16 ADDENDUM NO. 1 1 ■ 004 ■ DEMOLITION PLAN - 1ST LEVEL - 1 EC PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN Author D112 ■ �5 ■ 16 ■ 17 ■ 8 ■ ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 1 E:, ■ 17 ■ 18 ■ 19 ■ 20 KEYNOTE LEGM R P ■ V ■ N ■ M ■ L ■ K ■ ■ H ■ G ■ F ■ fw 0 ■ C ■ B ■ A Al 1 /8" = 11 -0" , I 4'n I u. f , a r �A a T I s471C1'q DEMOLITION PLAN - 2ND LEVEL - AREA 1 j _. . ..-- ...__ N'i Q-1 �Ji. t 3 � I � � 3 � a V a I li. i bw..+idp1 PRE, s .Fi i :i j w W fa I ps 1 ;w� mr Mx,°sy 5 ! ?,E e E j r ( , I 9 1 � I Y # •�' # a 1LJ 0ara Mgr .4 E _ ' r _ I jI :,,,, r � i .,,.III,,„�.« i a`n,' �h p., Ov, _...... GENERAL NOTES N 0.014 remove existing elevator cab and controls I ..... _.,....... ..._........ y' ,,. 0.061 remove existing : 'I I I ! I _ ___ ..,..____ _ ___._, .._ ._____.i' 1 cabinets/casework . _ ._..,,-_ _._.,...,.,.,_ ___—,�,_,,- ..._.,, i 0.011 remove existing roofing i 0.014 remove existing g fascia 0.081 remove existing door and I� frame OM remove existing window 0.061 ' 0.091 remove existing partitions 0,0% remove existing partition as required for new opening 0.981 .... 0,302 remove existing concrete slab r __ 0 (831 , I • E : 0 981 temporary door and frame ; 3 0,991 temporary partition i,. �{ w€ saws . ;,:xin, wua 'a :;ate ;�ufis __ >f ......_. ............. _.. - ___ _ - .. .. I ._ _...... .... ...._. _...... ___ _ I+ c 0.091 I , 0.302 � q i 1 I 81 Ll ;a ii II p k � • , 'r I ' _ 1 y I I �, r � � 9 _'_ � d -,A I l �.. — .__ •._____ , 6 .,, kM. s �,p ' � •, f�� ��` "Y7 ,. / � � .. .f" � ¢ �".� � r I`::+ i I i C 1:L'-_-__. w*, —/— — J ,3 s{„'„,.. f 4 L a R d w..z � ' I'4,�...� i ...-. t � 3 3 g� i "i f E ..., .. rd ....m...... , � ? � �% d +b ��' I I / , .1.. I I / IE I , I....,..,. �, F � 1��1 �! _, I I,.�. # t r':+ � I k �.;: d : � � `� pry, I J i : I ,......, .,. ... _, . _ r . _ ... _ _.. _. , ..1 a c , � _.. ,, . ,.,..._.. _ ., .,, µ# __.t.�.,,a..._...i ', L.. ,.,. : _ u , � I f` I I a-. ' 7 i' '� '. '`� ... 1.1.._....-__.,.._..:�.2,..j < .. „ .......�..,,�.},,....,.,....,. 1..._,,. ..............._.._,.,.,..,.. , ...t t`.4,..,,.__,..., ,., _.1....,,.1 _.......__.., ,...,__..:.�._.._..,. _.,..SEAL .,...,.,...,.µ,,.w.., .a.,......_... #.,._ ..__,..,..., �,... ____ ., p .. _. 3,�u ,,... „6 a�,.,� __ .. ,.., ...,._,. _ .... ...__._..... .__. _...,.... ,._ _. .. ,.»_ ._..__ _....._..._.�. _ ..........__._>'G. LILe.'Wltll ..8 "OI.A, A. HOItlI.`..ti. ...._...7 'kr.� .:''.,..,_,_.... II - I %OF s �x I i � 1 i � - ' I ,A•�x. 3my � _`�. t I I ! :a gx, .. .. �S � £ I �A .16073 ' P0d3 E a .. �i Iip�' _ �` � _.'_. ________ __ ___ i( ,.....'. �" .. -r„' "/f(°�f%fy' •"".Vg_wSHk.kWX,................ � I '�flllli k 1 1 jjjj i i I I 3 xk , 4" LN h hill ; I _ RoRiDA H 9.� e� yr s MW E I C: 0 C Qa ED EXPANSION & ORTHO RENOVATION Hunton I .� A R C H I T E C T S IISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 1 DEMOLITION PLAN - 2ND LEVEL - AREA 1 A15 FLOOR PLAN - 2ND LEVEL - AREA 3 PROJ_ NO. H-15021.00 SHEET DRAWN Author 1/8" =11-01H D 121 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 18 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407)839-1709/Faxwww.huntonbrady.com License AAC001744 1 0 2 0 3 0 4 0 5 01 6 0 7 0 a N 9 0 10 IN 11 0 12 0 13 IN 14 IN 1 '15 IN 16 IN 17 111111 18 11 19 M 20 R ■ 0 0 0 N 0 M ■ ■ ■ Fi ■ ■ 0 F 0 E E D ■ 0 A KEYNOTE LEGEND GENERAL NOTES 0.011 remove existing toilet compartments 0,012 remove existing bumper guard 0.021 remove existing equipment lit C 10 0.061 remove existing cabinets/casework 0.081 remove existing door and Name 0.0131 remove existing partitions, 0,0132 remove existing ceiling 0.093 remove existing soffit 0.094 remove existing floor finish 0,101 existing to remain �77:77' .. . .................. ..... .. ........... . .............. . .............. ..................... . 0.181 existing door and frame to remain T -T 0.012 0.092 RECZY0 us L 1' 0.021 B13 5 U L K 0.061 .01B 5 T 0 IR,.4* F': TYP for n; Typ for 1 -7 -T- F- 1 -1 similar rooms 6 T I F, similar rooms 01 1 7TI /F moo GOD coo coo coo coo Cos coo 400 one lob coo coo coo coo coo coo lob coo coo ame, coo coo Ins coo top cup amn Go;0181 1 Lai , `� 0.101 pin Typ.: 7 . ..... ....... . . ..... lot 7. 4-1- T ------------ - R L� T 7 TL TO TV T.T T TI: "i: ir T k. --14-9 4-0 fob Gob fob 4 Ono Oi CORR CORR Goo GOD dmo 4WD Goo GNP Goo Goo fob Goo too GOD 400 Iwo top lot coo coo coo coo one coo coo too GOD mmmmm rr 71 Fi r v.1 0 t I 11 �Z MASE ED, � -.a - -11 �T! ON ?XV M. i':" 6Z �`F - SEE SWEET P122 FOR PLUMBING DEMOLITION L WORK to 7 4CIVIV rT- L 121.11211 K p NF E: n:II it ...... ... .. ........... . ......... .. . ..... ..... H y -�7 4, t H CII LY 6 JL - - - - - - 11 � X&M IITj V L I " 1 1 0.081 it !L -1 it df, ** 1 " I' ' i I 1 p t L L GOD Gob 410 4WD Gob 4WD coo GNP GOD 400 400 400 Goo Gob GOD 401 Goo 400 IMP Ins Ink coo coo coo 1A Ono coo coo lop coo wo L imp and moo moo moo coo ams C, R CORR ink CORRDOR ODS2 di"­f'�' L.21 F J I 7 -- -------------- T LT 01� I lilt 11 W SEAL Ifs 7u E X --, & H C� : ; :1 CONSU.7II it X i L UIDRT i L F1 C 0 ,:1..T 2� . .. ...... ... tA A C A L4�.01 51.11 L[ (0 0 �41.101 (01.01 CO :� M, 0 X RAI AM 6973 /b en ............. . . ..... . I jj_" �_ _ , it , �1. s j ;; FLORIDA HosPITAL Zephyrhills K 1 101, ED EXPANSION & ORTHO j. RENOVATION Anton • • . A R C H I T E C T S I DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. I DEMOLITION PLAN 2ND LEVEL AREA 2 Al DEMOLITION PLAN 2ND LEVEL - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN Author 1/8��=��-��� D122 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 ill IN 12 ■ 13 11 14 0 15 0 16 0 17 0 18 IN 19 IN 20 14 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com LicenseAAC001744 ■ ■ ■ 4 ■ ■ ■ 7 ■ $ ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ ;4 ■ 15 ■ 16 ■ 17 ■ ■ ■ ■ FM Al 1 /8" = 1'-0" _ _� ' _________________ _________ ._ _______-_..___.._______ __ _.�. �oil `_ _w __ _ ______-___..___ ___ __ _ z r CORR 7 7III II j 3tKyt ,AMMO I k - -- - - tii r I II � I � a RAD xy DEMOLITION CEILING PLAN - 1ST LEVEL - PHASE 1 ELECTRIv KEYNOTE LEGEND GENERAL NOTES 0.OS2 remove existing ceiling 0.104 remove existing light fixture 0.105 remove existing exit light fixture SEAL A l6073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION ARCHHunton IT ECTS I` -' DATE SUBMISSION NO. 04.15,16 CONSTRUCTION DOCUMENTS 05,10.16 ADDENDUM NO. 1 1 - _— F.E:.C. EC. DEMOLITION CEILING PLAN - 1ST LEVEL - PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN DMC D411 ■ ■ ■ ■ ■ ■ 7 ■ 8 ■ 9 ■ ■ 11 ■ ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 ■ ■ ■ ■ B ■ A ■ I I I I I I 1 I LL I ■ ■ ■ ■ ■ ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ ■ 17 ■ 1 E3 ■ ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 1:3 ■ 14 ■ 15 ■ 16 ■ 1 l ■ 18 ■ 1 q! ■ 20 R ■ P ■ Q ■ N ■ K H c F I_ D C, B A BUILDING ENVELOPE WEATHERPROOFING NOTES =GENERALNOTES-. 1. Appendix A in the project manual includes a report titled Initial Visual Evaluation of the Building Envelope Construction which was prepared for the Owner on February 24, 2014 by CMC Construction Moisture Consulting Inc. CMC Project No. 14-02007. The initial observations by CMC were performed at ground level. The contractor shall perform a more detailed review of the building exterior including upper portions of the building that will require equipment to gain access. The contractor shall review the report and confirm all existing conditions in the field in order to price the scope of work as follows. 2. Areas of the exterior building elevations where the Owner has reported past water intrusion issues have been noted on the exterior elevation drawings with a "2' . 3. Areas of the exterior building elevations where observations have identified greater potential for water intrusion have been indicated on the exterior elevation drawings with a "3" and photographs are included in the CMC report. 4. Any moisture contaminated materials as identified visually or by moisture meter to be removed and replaced per validation with electronic moisture reading or other industry recognized evaluation until dry material is identified. A unit price for replacement of stucco, EIFS, sheathing, metal studs, metal coping and roofing shall be provided by the contractor as part of the pricing and construction contract. The contractor shall keep a weekly log including photographs in all locations where moisture contamination has been identified and submit to the Owner and Architect in order to track the quantity of material replacement. 5. Any moisture contamination that appears to require remediation or access from the interior of the building to complete the repair shall be brought to the Owner and Architect's attention immediately. 6. EIFS, stucco and other exterior finishes are to be thoroughly coated and sealed including all junctures with adjacent materials and terminations/transitions at roofs, foundations, walls, etc. Check all areas obscured from view and/or potentially subject to wetting from sprinklers or rainwater to assure proper repair, preparation and resealing as required. 7. Coordinate with client on removal and replacement or reinstallation of all existing signage affixed to EIFS and stucco surfaces included in the renovations. 8. Existing connections for the support of seasonal decorations are to be removed and reinstalled or left in place during the renovations unless otherwise noted by the Owner. STUCCO NOTES: 9. Sound stucco at areas with rust corrosion on stucco accessories followed by removing/replacing portion of stucco which are not adequately bonded. Stucco accessories exhibiting rust corrosion should either be mechanically abraded to remove loose rust scale and coated with a rust inhibiting primer or replaced depending on the degree of corrosion. Remove and replace sections of rusting corner beads to an extent of a minimum of 12 inches beyond signs of corrosion. Install new Zinc casing bead and reapply scratch coat, install Sonneborn Gel Patch Repair Mortar to flush with existing stucco. Create an irregular joint line at the new/ existing stucco by chipping the existing stucco full depth to ensure that new stucco is toothed in to existing stucco. Remove, replace, and patch sections of rusted control joint screeds in same manner as described above. 10. Cracks in the stucco shall be sounded to determine the bond integrity and removed/replaced where cement plaster does not have adequate adhesion. Stucco cracks which appear to be dynamic (moving) and determined to have an adequate bond to substrates should be routed out (1 /4" wide x 1 /2" deep) followed by installation of backer rod and sealant and static cracks (nonmoving) should be patched with material such as elastomeric sealant and knife or brush grade patching compounds which are compatible with the proposed exterior coating system. 11. Stucco repair at main entry soffit bounded by the perimeter soffit vent is to be finished with acrylic paint as specified. Any soffit cracks within this soffit area are to be repaired with a knife grade elastomeric stucco patch compound compatible with the specified paint finish. 12. All stucco repair work is to be finished with a texture that matches existing stucco texture and blends with adjacent stucco finish as closely as possible. Follow Elastomeric Coating manufacturer's recommendations on substrate preparation including stucco patching, removal of peeling, blistering and chalking existing paint back to securely bonded material. Submit letter from coating manufacturer to Architect confirming compatibility of stucco repair products. Before starting the coating work advise the Architect of any substrate conditions that may not allow for a uniform and consistent coating finish. EIFS NOTES: 13. Cracks or damage in the existing EIFS must be repaired to match the existing application in accordance with typical EIFS manufacturer's recommendations by an experienced applicator to avoid damage. Be advised, the remedial work noted may require the use of textured coatings to help camouflage areas of repair thus mockups of proposed patching are recommended for the review by applicable parties. Al WEATHERPROOFING NOTES 1 /16" = 1'-0" PAINTING NOTES: 14. The base bid includes using all acrylic exterior paint. There is an add alternate to use an elastomeric coating in certain areas on the building that will not be impacted by the future work to be performed in Phases 2, 3 and 4 as described in the schematic design documents issued separately dated 02.28.14. 15. In all areas described in the exterior elevations to receive the elastomeric coating Dow Corning Allguard Bone White, the based bid shall be the Sherwin Williams SW6357 Choice Cream color. 16. In all areas described in the exterior elevations to receive the elastomeric coating Dow Corning Allguard Whole Wheat, the base bid shall be the Sherwin Williams SW7694 Dromedary Camel. 17. In exterior elevations on A201, areas of new EIFS shall have an integral color as described in specifications to match the Sherwin Williams paint colors indicated by the hatch in the Exterior Finish Legend. 18. All exterior walls, soffits and surfaces not shown in the exterior elevations shall be painted 09 91 OO.AO1 - SW 6357 Choice Cream or add alternate 09 96 53.AO1 Dow Corning Allguard Bone White unless noted otherwise. This is to include all existing interior courtyards, breezeways, etc. SEALANT/ PAINTING NOTES: 19. Sheet metal flashing with open/ unsealed terminating ends and bottom edges of sheet metal coping which does not lap over stucco should be caulked with an appropriate sealant to achieve an acceptable level of water penetration resistance. 20. Sheet metal cladding between glazing assemblies with open/unsealed joints can be addressed by neatly applying Dow Corning 123 preformed silicone sealant or by installing sheet metal cover plates set in sealant over open/unsealed joints. 21. Detach all existing PVC pipe attached to exterior building envelope and reattach/reseal at connection points. Paint PVC pipe to match wall. 22. Mask all metal pipe, conduit, etc. (do not paint). Replace all ferrous clamps with non-ferrous connectors set in new sealant. 23. Remove and replace all existing building sealants throughout the facility as a part of the renovation. Accordingly, the sealant material selected must be compatible with the specified exterior paint or coating system. Additionally, we recommend specifying sealant cove bead applications with a minimum "face at all exterior wall inside corner directional changes scheduled to be painted/coated to provide a smooth transition for the new paint/coating thus ensuring consistent dry film thickness (DFT) for such materials. 24. Remove all unused hardware/clips from exterior wall surfaces and seal penetrations prior to new application of painting/coatings. 25. Repair all cracked and damaged stucco, EIFS and masonry prior to application of painting/coating. 26. Seal around all wall mounted devices that cannot be removed. 27. Remove any rust, prep, prime and paint exposed metal items such as access ladders, handrails and breaker boxes. 28. Do not paint any existing exposed aluminum in -wall louvers unless painted already. All painted existing in -wall louvers shall be painted the same color as the adjacent wall. Paint in -door louver(s) to match door(s). 29. Remove all signage prior to application of painting/coating and reinstall in original location using specified sealant at all imbedded fasteners. 30. Existing exterior wall and window surfaces to be evaluated and tested for proper adhesion and compatibility with specified sealants, primers, painting and coating. Each major condition (heavy textured stucco, heavy textured EIFS, medium sand finish EIFS, etc.) on the existing walls shall be tested independently and the results recorded for review with the Owner's building envelope consultant. The Owner's building envelope consultant shall review and approve the results prior to the execution of the work. 31. Replace sealant at existing metal copings. Replace damaged metal copings to match existing material. All metal copings shall be painted the same color as the adjacent wall. WINDOW AND DOOR NOTES: 32. Windows which appear suspect in terms of water penetration resistance shall be brought to the attention of the Owner and Architect. Field water testing in accordance with AAMA 501.2-03 may be performed to determine water penetration resistance whereby reasonable remedial solutions may be specified. 33. All exterior hollow metal doors and frames throughout project shall be prepped and painted. Doors deteriorated beyond repair are to be brought to the attention of the architect. Provide bug sweep hardware at all exterior doors. All hollow metal doors and frames shall be painted the same color as the adjacent wall. ROOFING NOTES: 34. Roofing deficiencies adjacent to the renovation shall be repaired and a roof protection plan put in place for the renovations. Confirm and maintain any warranty of existing construction. Replace with a compatible roofing assembly. Engage the Owner's exterior envelope consultant as needed. SEAL FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton ARCH ITE TTS 04,15.16 CONSTRUCTION DOCUMENTS 05,10.16 ADDENDUM NO.1 WEATHERPROOFING NOTES PROJ. NO. H-15021.00 SHEET DRAWN DMC A002M=====J P ■ 0 ■ N ■ K J H G l- C ■ B ■ A 1 ■ 2 ■ 3 ■ ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ t3 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 DOOR KEYNOTE LEGEND 05 50 0OZ05 brake metal R NO. SPEC. NO. MATERIAL DOOR FRAME TYPE 06 10 00A01 wood blocking ST 08 11 13AOI steel door 01 92 00A01 sealant and backer rod Al Al El El Al E1 UH 08 42 29A02 automatic slidin hurricane -resistant entrance 01 92 0OA02 sealant 011 A011 A011 A011 E4 Y2131 A011 door assembl DOOR 08 11 13.001 steel door frame ■ 6'-S' 6'-8' 5'-1 3/4' 1'-1 1/2, 011 US 08 42 29ACI automatic slidin entrance door assembl WIDTH DOOR WIDTH 08 42 29A01 automatic sliding entrance door ■ �'-0' 3' m' WW 08 14 16A01 refinished flush wood veneer faced wood door assembly --- 08 2 29D0 automatic door operator - XR 0.101 existin to remain ,44 + + + + 5 08 42 43AO3 telescoping ICU / CCU door -ism+ + + + J16 'a Nib a A011 - + + + + + 02 E 16 w w system `r = A16 M + + + + + 02 �' `" 02 z 4 Z 08 43 13AOI interior aluminum -framed l _ ---- Cn M + + + + + _ _..-- - O O y storefront a stem - 02 ; �-..---- N13 08 56 54A01 security view window o n min_ �, 08 80 00.801 tempered clear glass ■ : A16 DOUBLE 08 80 00D01 hurricane resistant laminated low "' EGRESS E clear glass 0880001101 security glazing o (SEE DOOR SCH .) 4'-0' 4'-0' (SE DOOR SCHED.) 4'-0' 4'-0' A E (SE DOOR SC DJ (SEEDOOR SC D.) 08 88 i6A01 integrated blinds glazing �:� 08 88 16A02 integrated blinds polycarbonate glazing 1❑ 2❑ F314❑ El Po I TYPE SPEC. NO. FINISH MANUFACTURER SERIES / PATTERN / TYPE COLOR NOTES 09 21 i6A0I gypsum board / metal stud PA -MA 09 90 00 match adjacent wall color interior partition - see partition ■ PR-01 1.081 refinished types -02 1.081 refinished 09 21 16,801 metal stud 09 21 16.004 metal stud track N 09 21 lb,E01 metal resilient channel N N1 INTERIOR GLAZED OPENINGS 09 21 i6NOi corner bead ■ PARTITION Q GENERAL NOTES TYPE PARTITION SEE 1,101 see Door Schedule for door type iv1 TYPE PARTITIONPGlazed Opening T es for lase "' 06 10 00A01 1.102 see Doorp Schedule Frameg ypes / 08 42 29.001 NO. SPEC. NO. MATERIAL 1.151 see Finish Plan for material and/or 09 21 16.801 BOTTOM LOAD FT 04 fire -rated safety -rated finish 08 80 00 ated lass 1. HEADER 06 10 00A01 ■ 06 10 00A01 6 WC 08 80 00.001 urricane resistant laminated clear lass ■ 09 21 I b.004 11 SB 08 88 IbA01 Integrated blinds lazin 09 21 16N01 01 92 00A01 SS 08 80 00K01 securit lazin 09 21 I6A01 EACH SIDE TYP. EACH SIDE TYP. TC 08 80 00,B01 tempered clear lass EXTERIOR GLAZING LEGEND 09 21 16NO1 01 92 0OA02 EACH SIDE TYP. EACH SIDE TYP. �- 08 42 29A01 — -� IF I 08 80 00D01 Laminated low Eresistant clear E • - - 08 42 43A03 FRAMEZI glass 1.151 08 11 13,C01 SPEC. N MATERIAL DOOR FRAME SECTION "` INTERIOR GLAZING LEGENDSF 08 11 13-DOI steel door frame K L 0 �fl ° 5/8' aluminum -framed lass door and frame unit 1� 2 5/8' � i/2' PARTITION �� tempered clear lass 71 WIDTH 08 80 00.801 p g ■ / UH 08 42 29A02 automatic slidin hurricane -resistant entrance w ■ door assembly z US 08 42 29A01 automatic sliding entrance door assembly o C1408 80 00r101 security glazing --- — Q r--+ + J J 1 HEAD DETAIL J4 HEAD DETAIL J 10 HEAD DETAIL Integrated blinds 08 88 16A01 g glazing ■ ® — 08 88 16A02 integrated blinds Ii PARTITION PARTITION SEE — polycarbonate TYPE TYPE PARTITION glazing TYPE TYPE SPEC. NO. FINISH MANUFACTURER SERIES / PATTERN / TYPE COLOR NOTES PA-01 01513000 aint Sherwin Williams Eggshell SW1029 Agreeable GrayField PA -MA 09 90 00 match ad scent wall color ■ 09 211610 09 21 16.E01 09 21 16$01 09 21 i6A01 PR-02 1.081 refinished BOTH SIDES _ 09 21 16801 BOTH SIDES 01 92 0OA01 U EACH SIDE TYP. c� 17 SEAL i� /i 01 92 00A02 06 10 00A01 01 92 00A02 06 10 0OA01 \ OF �t BOTH SIDES BOTH SIDES O R�� r 08 43 13A01 � 08 43 13A01 �, I � A 16073 � � 1.102 08 56 54,AOI F10 DOOR AND FRAME LEGEND����� �\ NO SCALE DOOR AA WIDTH DOOR BB WIDTH DOOR CC WIDTH DOOR WIDTH FLoRiDA HOSPITAL oOR A OOR B OOR c 31.8' Zephyrhills E1 HEAD DETAIL E4 HEAD DETAIL E7 HEAD DETAIL WIDTH WIDTH WIDTH --- - - - - - - \ ED EXPANSION & ORTHO 311 -V �7 -V 11-011 ti _ = e , i A ` RENOVATION SEE O O / p_ V. PARTITION PARTITION ° TYPE PARTITION 09 21 16801 TYPE \, �`' ` ✓ n "' f �`` i D TYPE --_j —--J — 06 10 00A01 09 21 16A01 A - SINGLE i B - SINGLE 1 C -SINGLE I D - DOUBLE UNEVEN Hunton ■ 09 21 I&BOI 09 21 16B01 AA - DOUBLE BB - DOUBLE CC - DOUBLE ■ BOTH SIDES 08 43 13AOI OIS200AO) ARCH I T E C T S EACH SIDE TYP. DOOR WIDTH ------------------- DOOR (ASSEMBLY) WIDTH DOOR (ASSEMBLY) WIDTH ' WALL FiNISH w DATE SUBMISSION NO. 01 92 00A02 06 10 00A01 ; ;:!' y; (REFER TO FINISH PLANS) 04.15.16 CONSTRUCTION DOCUMENTS i BOTH SIDES �' a = PAINT COLOR TO 05.10.16 ADDENDUM N0, I 1 .� J i , MATCH WALL FINISH 01 08 43 13A01 w w 2 W �— LU 08 88 16A01 O N o N z 1.102 08 88 16A01 0 d) o < o o � p i i N Cl; " B 05 50 00.E 05 i _ � �= w B w " MATCH ADJACENT 01 92 00A02 L L L L STOREFRONT FINISH BOTH SIDES E - TELESCOPING G - SLIDING BI-PARTING H - OVERHEAD COILING PAINT COLOR TO ■ 3/4 /8 9/16 MATCH WALL FINISH 02 � n WALL FINISH �2 DOOR AND FRAME LEGEND AND U (REFER TO FINISH PLANS) IGO �a A Al HEAD DETAIL A4 JAMB DETAIL A7 HEAD DETAIL A10 DOOR TYPES A16 PAINTED DOOR FRAMES PROJ. NO. H-15021.00 SHEET �' DRAWN DMC A0113" = 1'-V" 3" = 1'-0" 3" = 1'-0" NO SCALE 3" = 1'-0" 1 ■ 2 ■ ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 :T' 1 ■ 2. ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ J ■ 10 ■ ? 1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ l� ■ O ■ N ■ M ■ I.� ■ K ■ J ■ H ■ G ■ F ■ E ■ D C ■ s ■ A REV OPENING HDW SET DOOR FIRE RATING FRAME REMARKS NUMBE R NAME WIDTH HEIGHT TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH HEAD JAMB THRESH'D 10C1-A CORR 03 1'-6' 81•10' 55 WW PR-01 FT 20 5 SF PA -MA NOTE 04 01 10C1-B CORR 02 1'-6' 8'-10' 55 ww PR-01 FT 20 5 SF PA -MA J10/A011 NOTE 01, 02,03 12CI-A CORR 03 1'-6' 8'-10' 55 ww PR-01 Ft 20 5 SF PA -MA NOTE 04 12C1-5 CORR 03 1'-6' 8'-10' 55 ww PR-01 FT 20 5 SF PA -MA NOTE 04 12C4 CORR 03 T-6' 8'-10' 5B WW PR-01 FT 20 5 SF PA -MA NOTE 04 1000-A VEST. 01 14'-0' 1'-4' G UH PR-02 HC -- -- UH PR-02 F14/A241 Fl/A251 A14/A241 NOTE 05 1000-5 VEST. 01 14'-0' 1'-4' G US PR-02 TC -- -- US PR-02 J4/A011 E13/A021 A14/A241 1003 M TLT 23 3'-0' 8'-0' A WW PR-01 -- -- A SF PA -MA 1004 W TLT 23 3'-0' 8'-0' A WW PR-01 -- -- A SF PA -MA _ 1006 SECURITY 13 3'-0' 8'-0' 5 WW PR-01 SS -- A SF PA -MA NOTE 01 1001 OFFICE 15 3'-0' 1'-0' A ww PR-01 -- -- A SF PA -MA 1008-A VEST 21 4'-0' 8'-0' A ww PR-01 -- -- -- AF PR-02 1008-B VEST 05 6'-8' 8'-0' 55 WW PR-01 TC -- A SF PA -MA NOTE 01, 04 100E CIRCULATION 12 4'-0' 1'-0' 5 ST PA -MA TC -- C SF PA -MA NOTE 01, 05 1011 TLT 18 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1012-A TRIAGE 28 4'-0' 8'-0' A ww PR-01 -- -- -- AF PR-02 1012-5 TRIAGE 2S 4'4' 1'-0' A WW PR-01 TC -- A SF PA -MA 1013-A TRIAGE 28 4'-0' 8'-0' A WW PR-01 -- -- -- AF PR-02 1013-5 TRIAGE 2S 4'-0' 1'-0' A WW PR-01 TC -- A SF PA -MA 1014-A CIRCULATION OS 4'-0' 8'-0' A ww PR-01 -- -- -- AF PR-02 1014-B CIRCULATION 04 5'-8' 1'-0' SB ww PR-01 TC -- A SF PA -MA NOTE 01, 02, 03 1014-C CIRCULATION 10 4'-0' 1'-0' C wW PR-01 S5 -- A SF PA-01 NOTE 01 1011 ELEV. MACH. ROOM 14 3'-0' 1'-0' A WW PR-01 -- 90 A SF PA -MA 1100 VESTIBULE 01 12'-0' 1'-4' G XR PR-02 HC -- -- SH PR-02 F14/A241 FI/A251 A14/A241 NOTE 06 1203 EXAM 38 2S 4'-0' 1'-0' C WW PR-01 S5 -- A SF PA-01 1204 TLT 19 3'-0' 1'-0' A — wW PR-01 -- -- A SF PA -MA Y-- -- 1205 EXAM 31 2S 4'-0' 1'-0' C WW PR-01 85 -- A SF PA-01 1206 TLT IS 3'-0' 1'-0' A ww PR-01 -- -- A SF PA -MA 1201 EXAM 35 2S 4'-0' 1'-0' C WW PR-01 S5 -- A SF PA-01 _ 1208 TLT 19 3'-0' 1'-0' A wW PR-01 -- -- A SF PA -MA 1212 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1214 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1221 EXAM 31 31 5'-8' 1'-0' D WW PR-01 65 -- A SF PA-01 1222 SHWR 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1223 BREAK 13 3'-0' 1'-0' 5 WW PR-01 _ TC -- A SF PA -MA _ NOTE 01 1224 EXAM 30 31 5'-8' 1'-0' D WW PR-01 85 -- A SF PA-01 1226 EXAM 29 31 5'-8' 1'-0' D WW PR-01 85 -- A SF PA-01 1221 SOIL HOLD 10 3'-6' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA NOTE 01 1228 CLEAN 10 4'-0' 1'-0' S wW PR-01 FT 45 A SF PA -MA NOTE 01 1232 TLT 19 3'4' 1'-0' A WW PR-01 -- -- A SF PA -MA 1234 TLT IS 3'-0' 1'-0' A WW PR-01 -• -- A SF PA -MA 1236 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1236 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1240 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1243 EXAM 22 29 4'-0' 1'-0' C ww PR-01 SB -- A SF PA-01 1244 TLT IS 31•0' 1'-0' A wW PR-01 -- •- A SF PA -MA 1245 EXAM 24 2S 4'-0' 1'-0' C WW PR-01 S5 -- A SF PA-01 1246 TLT IS 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1241 EXAM 26 2S 4'-0' 1'-0' C WW PR-01 S5 -- A SF PA-01 1248 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1301 OFFICE 15 1 3'-0' 1'-0' A WW PR-01 -- 20 A SF PA -MA 1302 OFFICE '-- 24 3'-0' 1'-0' A WW PR-01 -- 20 A SF PA -MA ----- 1303 RECEPT 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1305 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1306 DR SLEEP 13 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA NOTE 01 1301 ELEC 14 3'-0' 1'-0' A wW PR-01 -- -- A SF PA -MA HI NO SCALE DOOR SCHEDULE -1ST LEVEL - PHASE 1 REV OPENING HDW SET DOOR FIRE RATING FRAME REMARKS NUMBER NAME WIDTH HEIGHT TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH HEAD JAMB THRESH'D 12C1 CORR 03 1'-6' 8'-10' 55 WW PR-01 FT 20 5 SF PA -MA NOTE 04 12C4 CORR 03 1'-6' 8'-10' 135 WW PR-01 FT 20 5 SF PA -MA NOTE 04 1015 SEREAV 26 3'-0' 1'-0' A ww PR-01 -- -- A SF PA -MA 1016 OFFICE 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1021 FAST TRACK 30 4'-0' 1'-0' C WW PR-01 SB -- A SF PA -MA 1022-A FAST TRACK 30 4'-0' 1'-0' C wW PR-01 SB 20 A SF PA -MA 1022-B FAST TRACK 30 4'-0' 1'-0' C wW PR-01 55 -- A SF PA -MA 1023-A FAST TRACK 30 4'-0' 1'-0' C ww PR-01 85 20 A SF PA -MA 1023-5 FAST TRACK 30 4'-0' 1'-0' C ww PR-01 85 -- A SF PA -MA 1024-A FAST TRACK 30 4'-0' 1'-0' C wW PR-01 SB 20 A SF PA -MA 1024-5 FAST TRACK 30 4'-0' 1'-0' C ww PR-01 S5 -- A SF PA -MA 1025-A REGIST 16 3'-6' 1'-0' C WW PR-01 65 20 A SF PA -MA 1025-5 REGIST 11 3'-6' 11•0' C WW PR-01 TC -- A SF PA -MA 1025-C REGIST 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1101 TOILET 18 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1102 EXAM 19 PEDS 2S 4'-0' 1'-0' C WW PR-01 55 -- A SF PA -MA 1103 EXAM IS PEDS 2S 4'-0' 1'-0' C WW PR-01 65 -- A SF PA -MA 1104-A CLEAN 10 4'-0' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA NOTE 01 1104.5 CLEAN 10 4'-0' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA NOTE 01 1106 EXAM 31 5'-8' 11•0' D WW PR-01 S5 -- A SF PA -MA 1101 SOIL HOLD 10 3'-6' 1'-0' S ww PR-01 FT 45 A SF PA -MA 1108 EXAM 11 31 5'-8' 1'-0' D WW PR-01 SB -- A SF PA -MA 1109 EXAM 16 31 5'-8' 1'-0' D WW PR-01 S5 -- A SF PA -MA 1111 EXAM 15 31 51•8' 1'-0' D WW PR-01 S5 -- A SF PA -MA 1113 EXAM 14 31 5'-8' 1'-0' D wW PR-01 SB -- A SF PA -MA 1114 EXAM 13 31 5'-8' 1'-0' D WW PR-01 S5 -- A SF PA -MA 1115 EXAM 12 31 5'-8' 1'-0' D WW PR-01 S5 -- A SF PA -MA 1116 EXAM 11 31 1 5'-8' 1'-0' D WW PR-01 SI5 -- A SF PA -MA 1125 EXAM 2 ISOLATION 32 5'-8' 1'-0' D WW PR-01 SB -- A SF PA -MA 1126 EXAM 3 ISOLATION 32 5'-8' 1'-0' D WW PR-01 S5 -- A SF PA -MA 1121 CORR 33 11'-1' 1'-4' E IS PR-02 TC -- -- IF PR-02 J1/A011 A13/A021 112E CORR 33 11'-1' 1'-4' E 18 PR-02 TC -- -- IF PR-02 JI/A011 A13/A02I 1143 CONSULT 25 3'-0' 1'-0' 5 WW PR-01 TC -- A SF PA -MA 1146 PAT TOILET 22 3'-8' 1'-0' A WW PR-01 -- -- A SF PA -MA 1148-A EXAM 10 SECURE HOLD it 3'-8' 1'-0' A WW PR-01 -- -- A SF PA -MA NOTE 01 1148-B EXAM 10 SECURE HOLD 33 10'-0' 8'-0' H 01 PR-01 -- -- -- M0 -- 1161 TLT 19 3'-0' 1'-0' A ww PR-01 •- -- A SF PA -MA 1162 OBSERVE CARE 06 6'-0' 1'-0' 55 ww PR-01 TC -- A SF PA -MA 1201 EXAM 3S 2S 4'-0' 1'-0' C WW PR-01 SB -- A SF PA -MA 1202 TLT 19 31•0' 1'-0' A WW PR-01 -- -- A SF PA -MA _ 1241 EXAM 20 29 4'-0' 1'-0' C ww PR-01 S5 -- A SF PA -MA 1242 TLT 15 3'-0' 1'-0' A ww PR-01 -- -- A SF PA -MA Al NO SCALE DOOR SCHEDULE -1ST LEVEL - PHASE 2 REV OPENING HDW SET DOOR FIRE RATING FRAME REMARKS NUMBER NAME WIDTH HEIGHT_ TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH HEAD JAMB THRESH'D 22E1 WAITING 03 8'-0' $'-10' 55 WW PR-01 FT 20 5 SF PA -MA NOTE 04 2101 ELEV LOBBY 08 6'-0' $1.10' 55 ww PR-01 TC -- A SF PA -MA NOTE 04 2201 OFFICE 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2202 S-LOUNGE 13 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA NOTE 01 2203 STAFF TLT 18 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2204 MULTIPURPOSE RM 29 4'-0' 1'-0' 5 WW PR-01 TC -- A SF PA -MA 2205 JAN 14 3'-0' 1'-0' A WW PR-01 •- -- A SF PA -MA 2206 PAT RM 29 4'-0' 1'-0' C WW PR-01 85 -- A SF PA -MA 2201 TLT 20 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2208 PAT RM 2S 4'-0' 1'-0' C WW PR-01 85 -- A SF PA -MA 220E TLT 20 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2211 TLT 20 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2212 PAT RM 29 4'-0' 1'-0' C WW PR-01 55 -- A SF PA -MA 2213 TLT 20 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2214 PAT RM 29 4'-0' 1'-0' C WW PR-01 85 -- A SF PA -MA 2215 TLT 20 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2216 PAT RM 29 4'-0' 1'-0' C WW PR-01 85 -- A SF PA -MA 2211 TLT 20 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2218 PAT RM 29 4'-0' 1'-0' C WW PR-01 85 -- A SF PA -MA 2220-A ELEC. 01 5'-0' 1'-0' AA WW PR-01 -- -- A SF PA -MA 2220-5 ELEC. 01 5'-0' 1'-0' AA WW PR-01 -- -- A SF PA -MA 2221 COMM 14 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2222-A CLEAN/ MEDS 13 3'-0' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA NOTE 01 2222-5 CLEAN/ MEDS 10 3'-6' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA NOTE 01 2224 OFFICE 15 3'-0' 1'-0' A ww PR-01 -- -- A SF PA -MA 2225-A SOILED UTILITY 10 3'-6' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA NOTE 01 2225-B SOILED UTILITY 13 3'-0' 1'-0' 5 WW PR-01 FT 45 A_ SF PA -MA NOTE 01 2226 EQUIP 10 4'-0' 1'-0' 5 wW _ PR-01 TC 45 A SF PA -MA NOTE 01 01 2229 TOILET 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2231 PAT RM 29 4'-0' 1'-0' C WW PR-01 SE -- A SF PA -MA 2232 TLT 19 31•0' 1'-0' A WW PR-01 -- -- A SF PA -MA 01 2233 PAT RM 31 6'-0' 1'-0' D WW PR-01 85 -- A SF PA -MA 2234 TLT 21 4'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2235 PAT RM 29 4'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2236 TLT 19 3'-0' 1'-0' A WW PR-01 •- -- A SF PA -MA 2253 NOURISH 1 13 3'-0' 1'-0' 5 WW PR-01 TC -- A SF PA -MA I NOTE 01 A10 DOOR SCHEDULE - 2ND LEVEL NO SCALE DOOR REMARKS NOTES NOTE 01 - PROVIDE CARD READER NOTE 02 - DOORS) TO BE EQUIPPED WITH AN AUTOMATIC DOOR OPERATOR NOTE 03 - INSTALL PUSH PAD ACTUATOR(S) NOTE 04 -PROVIDE DOOR HOLD OPEN DEVICE TO RELEASE ON FIRE ALARM NOTE 05 - EQUIP DOOR OPENING WITH DOOR POSITION SWITCH NOTE 06 -EXITING AUTOMATIC SLIDING ALUMINUM AND GLASS DOOR t0 BE RELOCATED TEMPORARILY IN PHASE 1. FAI L DOOR SCHEDULE REV 01 L DOOR 10C1-5 - ADDED HEAD DETAIL NUMBER `DOOR 2229 - OPENING NAME REVISED DOOR 2233 - DOOR TYPE REVISED SEAL FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton LCHITAECT A R 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 DOOR SCHEDULES PROJ. NO. H-15021.00 SHEET DRAWN DMC A012mmmmmma R ■ p ■ a ■ N m ■ L ■ K J ■ ■ G ■ F ■ ■ D C ■ B ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 N ( ( P( ( ( 0 ( ( 0( ( ( 0 ( ( N ( ( 11 ( ( ( M ( ( a( ( I- ( ( ( 0 ( ( K ( ( 0( ( ( 1J ( ( 11 ( ( H ( ( ( 0 ( ( C, ( ( a ( ( ( F ( ( N( ( ( E ( ( 0( ( D ( ( ( 0 ( � C I I 01 I I 6 I I 0 1 A 11 2 1111 3 0 4 0 5 E 6 0 7 0 a N 9 0 10 111111 I I 0 12 0 13 1111 14 0 15 11111111 16 0 17 1111 18 0 19 11111 20 -.e-%,-.e-N-.t�N-.e-,*k-l�N-.e-N--#*-,%-#*-�%-00-1.1 ___ - ____ - _____ - - - __ ___ - - - - - - Design No. U465 - 36. Batts and 1111111ankets* - For m with Barn, 4P. Placed in stud taritW$, any frilith 3,1,12 in, thick glaft fiber Inou"O" - - - - . . - - - - - - - - - - - - - - - __ - - __ __ - - - __ - � coc INC - Typ" C, IP­X2, JPC-AR bearing the ut Classification Marking so to surface sunning Characteristics andpor Fire Resistance. Sao "ft$ and April 227, 2016 Blankets (SKMV or SZ3Z) categories for names of classified companies. Nonbearing Wall Rating - I HR. 4. Gypsum Board- - 5/8 in. thick, 4 ft wide, attached to SbW Studs and floor and calling track with I In. long, Type S CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - TV" LGFC-C/A sted1wrews spaced 8 In. OC. along edges of board and 12 In. OC In the field of the board. Iolots oriented vertically and I * Indic - such products shall bear the UL or cUL Certifficallion Mark for Jurisdictions emploVing the UL or cUL Cerdflicardon (such staggered on opposite $him of thoseenribly, When attachad to hem 6 (namilieritchannols) or GA, 66 or 6C (funing charmolli gypso m board to tc(*W attached to forring channels with � In, iOng, Typo 5 *beef scrowil, $Palo 22 in, oc. as Lanads), reopecowely. GEOMA-PACIFIC GYPSUM L L C - Types 5, DAK, TrrC ACADIA DRYWALL SUPPLIES LTD - Type X, 518 Type X, Typo bluaglow; Videraor Sheathing t^_1% 1`55N (9) f___.1 `S6) ",� * U / I. I .1 / ,'. , AMERICAN GYPSUM CO - Types AG-C, AOX-1, M-OW" NATIONAL GYPSUM CO - Types oXP­C, fSK-C, FSW-C Design No. U408 March 31, 2016 .1 . .1 �� .i P, / .,.. ... ; / I I i � ,,,, .1. ! I.--. .� � . . . . .­­ .1 I . . . . . .. * . ­...... ==.r.1 i -!1�111-111_ 11.1** .. ..;,, I ,� ­ ���, ;1, i�. i ­ ::" �: . � I " I X.�i:,.,.v �;, I 1 i� ): i j ). ., ;; ` ,--,� ,��, - _- . " I , 1, - - * ,., I.- ;, .;1 " : I_ � .-I . BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - Type 05X-1 PASCO BUILDING PRODUCTS L L C, OBA PASCO GYPSUM - Type PG-C ... - - " . - , , 1; i � I ) i ,;* i % ?" J . - - , ,{ , � , I . . , . : i I t - , )_ J-_5_-.-,.!1t,XJ... �.. - - - � . ,;, : 1 1 %� . � - - -, - � .... -,:-.-, L., Norillsearing Wall Rating - 2 Hr I . ... _�,_;... .... .... . . ... .., . I ........ �: �! ! .i. , " .".- 1-_,:� . . . . . . . . . . . . . . . . :,. - '"T"12, ." ;, "�Z_249- : . - 71T.` . �� P I , ..�.., . , I;. rM .�'_ - _... . . . . . I - , �, . . . . . . 111. I 'I " - , , . " , . li��. !., . :,-.1-1.1. I .,-;;, lwa_ - 11 , �* ..." " -I ,� Z " �;, .. . CGC INC - Types AR, C, JP -AR, JP-XJ, IP-XZ, IPC-AR, 5CX, SHX, USGX, WRC or WRX (Joint tape and compound, Item 5, PANEL REY 5 A - Types PRC, PRC2 * Indicates such products shield bear the UL or cull. Cartilificaton Mark for jurisdicti one earnpi Crying the UL or cU L Ceellification (such ,., - - . . j � : I -,*. � , , . . , \1 optional forum with Type USG X) as Canada), respectively. . I I \ .1 "' -, "' ,e� . \1� 4) CERTAINTEED GYPSUM INC - Types 1, eGRG, Gloalloc, Typo X, Type X-1, Type C, SAIerItFX, S/S' Easi-Lite Type X THAI GYPSUM PRODUCTS PCL - Type C . ,&_, .111, ; � '. � � , 1* i I- I , .� 1. .� � $ �, I � 4� ,4- p I �, �, I . 1. Floor and Coiling Runners - (Nat Show n) - Channel shaped runners, 3-5/8 in. deep (min), 1-1/4 jr. legs, formed UNITED STATES GYPSUM CO - Types Q, IP-XZ, IPC-AR I ; I I 11 i ­,._ 11.�­­­ . _ - � _�­, - - " � - - �,� ��_,. ­­- �, :�, - - -_ ­ -- �­ - , , !-_�:­T­ , ": - ` � ��, ". ,f _­, , ;,_ , . .� ,,�� , __ 1­F,:'1,, ' ­ 1. .. : .-Il. �, 1 -7, � � .. _ _ , , _ .11 I 1�.. - .,- I , � I ' , � , . 1. ,�, , , , I ,,,, � - - � ., _". .. - , 1, .1 . ,� - __ . . , I . 11 ­1 �, �,_ - .... .. . ­1­­­­ .... . .. L, , ,� � ,- I I 11 ­� - I I I- 1. �,_. 111. ­ _­ 11_.____L ­­1 ' - ­­'��­. I ­­r'.." �­­. ­­11_111.72�­ ­­' � �,�,` ,,,,, `�','_,, ..... . I �,­,', '­_ , "' , " - I "'. 1� � I I - , " , , , * " _­ " ­ .- - -, ,_ , -, __ N , " � "I ", � I I " ( I y � "I � 11� i 1�1 `,v r '), ), �J: , from -in Me, 25 WGG,Jel� steel, att."d to fl.- and .ailing . ith f-t-or. .P ... d 24 in, OC ­. - - Not r - A- am zitennate to Item I - C mm c ape , 1A. Fiminning an% am car an Cal Ing Runnam , own - rnin 3-5/8 in. deep, attached to floor ard ceiling with fasteners 24 In, OC. max ALLSTEEL S, GYPSUM PRODUCTS INC - Type SUPREME Ranning System CONTINENTAL BUILDING PRODUCTS OPERATING CO, 1. L C - Types LGFC2A. USFC6A, LGFC,C/A, LOFC-WD, I,GLLX GEOROWPACIFIC GYPSUM L L C - TYP40 S,4, 9, C, CAP, 00, DA� OAK OGG, DS, GPP$G, LS, , Type X, veneer USO SORAL ZAWAWI DRYWALL L L C SFZ - Type C Q�,,� "k .�, 11 �. ��i �` ") ,� f, �'.� .1, I , �� '. 1, " - I , ; , , .; � I : I I � I � , Lj 1. �, �, , 1, � � � S, : � I 1. . � \ " ,� � nll­ y Wate Type X, Sheathing - Type X, Sciffit - Type X, IG-C, GreanGloss Type X, Type X � , .� � " . . . I. " , , , I � i: � ! ., � .1� i � , � - -, 11 1, ,� .� � I I I . .1 I , I I I , ., ,_ , i '. � � � . , " , / � , 11 lvi '­ I"! 4 I ComfortGuard Sound Deadening Gypwm Soard, Type LWX, Vanser Plawbor Saw,Typs LWX, WOW Rated -Type LWX, � I I ," �', ,� � , ,� , I , � 4 1� " ,,, � �t �'. �,, 7, �., �� %; " � .. " , ,l.1 � � , . "' I , , ,� � �, 1, . A I - � � � ; .� ? " ,( j , ) ( � ,�', I ,� Sheathing Typo-ILWX, Soffft�Typs VWX, TVs* DOLW, Water Notaid-Type DGLW, Sheathing Type- DQLW, Soffit -Type DGII Type LWIX, Venow Plaster Illess - Type LW2X, Water Rated - Type LWM Sheathing - Type LW2X, Soffit - Type LW2X. USG MEXICO S A DE C V - Types C, IP-X2, IPC -AR ,­_,,�_�_',�_�_ I I , , 1 " �_ '�� , _ ­_ - ­_ ­,,,�_' , , _,�4__�.. �'-,,�.�.�,-�'��..,,��'..'�,�",I;,�--."�*..k�" -��11_1-1­k� �16_11 '11_ -1 , , , -1. I - . ­ "" " � � �'- � , ", - ., , , ,��,, '. _- � - - f ,_�'�' � . 1�11_ I �`�,_.,': , '�""",", '. `:� , C 0 NSOLIDATED FABRIC ATO RS C 0 Trips BUIL DIN G PRODUCTS DI V - Type SUPREME Framing System Type DGLIW, Water Rated - Typo DGLZW, Sheathing - Type DGL2W , - , _., � , , �il­. 'n ",_ ­:._ I , �� - .�,�",:, __] I_ , ".. ­11::­ :­­1­._­ - �,__,,�,�:,. , ­'PL­,,"�,, , - . ­� � - - . _ �., ___, M ��­ � ., , ­ , ":: - - ,�'j, ,�- _, ­,, ��, .... .. . n �,�:,�,','� I �, _', ­ , . . �, � - � �­ ,�'.:._, - � . C � " ":, � I.- , . � *�._ I'll., 11"_1 11 .- ,V�_"�� . , . . I " , , , , ; -, - ,,:6�. �' . , I �, I _1� .1 '­' ... 4 ,.; . " r ` ,­ :: ­1 � _� ,. 1". ­­­,"­ ­ �11:� .1� �, - I �1­ V�': I',.:,- - � �:�­­- - , ;, -, 'VI--I.I...;,�,"�1­1 I .- �,�,�.. ­ "a". . �, 1"'. I -, �� ` . " � , .� � , �_ - � i , `­ I: �1� - � � t - , �, 1% . I 11 " _ " � - I �,,� - I I 1, , " ­ �,�� �.'�_,�. ,� 1� 4N. Wall and Partition Facings and Accesstiriesw - (As an alternate to Item 4) - Nominal 3/6 In. thick 4 ft wide _. ,.: I", . . ... _,, ,­:­� . ... __'�'�­_:.­ " - - - �. _.....,,,,;..,L... - - "�111� ­­­��.L­:_k.�,.:,W, - - ,, � ,, ­_ML�­­_- . . _.._,.­: �,.�.�.,4�,o�­�, 1�_ I �r ., QUAIL RUN BUILDING MATERIALS INC - Type SUPREME Frarring Sistem NATIONAL GYPSUM CO - Types eXP-C, FSK, FSK-C, FSK-G, FSHR-C, FSW-C, FSW-G, F5W, FSW-3, FSW-$, FSW-S, panels, applied vertically and secured as described in Item 4� 1 1 �, . I , I I � FSW-8, FSL PA13CO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock 527 � � , 11 � , , '1­ � I � � 11 1� � . . 4" ' 4- ,4 SCAFCO STEEL STUD MANUFACTURING CO - Type 3UPREME Framing System , � I I— STEEL CONSTRUCTION SYSTEMS INC - Type SUPREME Framing System PASCO BUILDING PRODUCTS L L C, ORA PASCO GYPSUM - Types PG-C, PG-9, PG-1i, PGS-WRS 40. Gypsum Board- - As an alternate to Items 4, 4A, 48, and 4C - T`wo layers Nom, S116 In. thick gypsum panels 1. Floor and Caging Runners - (Not Show n) - channel shaped, 3-1/2 in, (min) deep, w ith min 1-114 in. long legs, applied vertically or horizontally. Horizontal edge joints and harl2ontall butt joints on opposft sides of studs need not be fabricated frorn min 25 MSG cor ros! on- protected steel, attached to floor and ceiling w ith fasteners 24 in. OC max, PANEL REY $A - Typos GREX, PRC, PRCZ, PRN� RHX, MOX, ETX 3t"gGfVd or backed by stool framing, Horizontal joints on " "me side need not be stoggered, When applied UNITVP 14ETAL PRODUCTS INC - Type SUPR9M6 Framing System horizontally, both layers of gypsum board festered to each side of framing with I in. long Type S startil screws -spaced 0 IA. Framing Members* - Floor and Cedling Runner - N at Show n - In lieu of Item I - For use w Ith Item 2A, I In. OC and "gored 4 in. OC between layers, When applied vertically, both layers of gypsum board Fastened It, each whie I proprietary channel shaped runners, 1-1/4 in. deep by min 3-1/2 in, w ids fabricated from rrin 0, 020 in, thick galv steel, of framing with I in, long Typo 9 steel *crawn spaced 8 In, OC Along vertical edges and 12 In. OC In the field, staggered 4 L attached to floor and ceiling w th fasteners spaced 24 in. CC max. IS. Proming members* - Floor onam Cohing Ronniona - Not Shown - in lieu of Rem I - For oso with Rom 26, SIAM GYPSUM INDUSTRY ("RASURI) CO LTD - Type EX- I in. OC between layers. Scrvws spaced a max 12 In, along the tw and bottim edges of the wall. 1 CALIFORNIA EXPANDED METAL PRODUCTS CO - Viper201" Track poop""ory "*after shaped runfrors, 3.,114 in. wide by min 3-V4 in. do" labricoW firom min 0=0 in, thi deny at", . attached to noar and caolim; with lantorion; spaced 24 in. OC max. NATIONAL GYPSUM CO - Type PSW I CALIFORNIA IXPAND90 METAL PRODULTSCO - Y4iarZU- Track THAI GYPSUM PRGDUVTS PCL - Type X, Typo C MARINCl/WARIE� DIV OF WARE INDUSTRIES INC - Vipai,20-Track 1 4P. Gypsum Soard* - As an alternate to Item 4. For use with Item 31, Betts and Blankets* - S/S in, thick, 4 ft wide, . CRACO MFG INC - SmiartTracklti� UNITED STATES GYPSUM CO - Type AR. C, FRX�G, IP,,^P, IP-XI, IP­X2, ITC -AR, SCX, SHX, WRc, WRX, USGX (Joint attached to steel studs and floor and calling track with I in, long, Type S steel screws spaced a in. OC. along edges of timpa, and Compound, *am S, optional for us* with Type USGX) board and 12 in. OC in the field of the board. Joints oriented vertically and staggered an opposite skies of the assembly. When attached to Item 6 (resilient channels I or 6A, 63 or 6C (fuming channels), 9 ypeum board is screw attached to IS. Framing Member5* - Floor and Coding Runners - Not Show n - In lieu of Item I - For use w ith Item 2B, . MARI NO/WARE, DIV OF WARE INDUSTRIES INC - ViparZO - Track furring channels with I In. long, Type S steel screws spaced 12 in. OC. . ch annal shaped ru nners, 1-1/4 in, deep by min 3-1/2 in. w I do fabricated from min 0, 018 I n, thick gaiv steel, attac hod to U" SOM ZAWAWI DRYWALL L L C SFZ - Types C, SCX UNITED STATES GYPSUM CO - Types ULIX floor and ceiling with fasteners spaced 24 in. OC max. . IQ Floor mod Coiling Runners; - (fiat Shown) - For use with Rom ac - channel shaped, fabricated from min 20 "SO . CLARKOZETRIC" BUILDING SYSTEMS - CD ProTRAK ,,,,, ..'Probbobild or ga(v slive), min depth to accommodate stud size, with min I I". " legs, attached to floor and tn fairblarvans, SPIC04 rnaX 24 In, OC. USIG MEXICO S A DE C V - Type AR, C, IP-AR, IIP�XI, IP42, IPC-AR, SCX, SMX, USGX, WRC or WRX (Writ tape and ;c mpound, Item 5, optional for us* with Type UWX) 1. 3olat Tape arid Compound - ftyl, dry or pramixed joint compound, applied in tw o coats tojointr and screw hawk, paper tape, 2 In, wide, embedded In first layer of compound over all joints. As an alternate, nominal 3132 in. thick I 11), Fifeffilatill M*Mb*ft- - Floor And Calling, Runners - W Shown - To 11010 of fthlod I through I.0 - for use With g ypurn vemser pliestor may be applied to the entire surface of Classified veneer baseboard. loints reinforced, Paper tape OMFCWSS L L C - PrioTRAK Item 20 and 40 only, proprietary thammo shaped runner%, i-iite. in. deep by ram vv* in. wide fabricated! from min olle in, thick gaiv stoat, attachae; 0 floor w4 ceiling with fastilaoft spaced 24 10, OC max. 4A, Gypsum boord# - (As altewhomi, to Rom 4) - Rom 5/0 Im thick Cypeum poriolls with beveled, squaro,sw tbpor*d . and Joint compound may be omitted when gypsum boards are supplied with square edge& CLA*KDIETRICH BUILDING SYSine MS - CO PmTRAK sdqss� applied vwftaNy or horizontally. Vertical joints centered over studs and "gored one stud cavity an opposite 6� Resilient Channel - (Optlimall - Not Shown) - 25 MSG gaiv steel resilient channels spaced vartilca4ly max 24 In, OC, � sides of VaNiv, Horizontal ado* Joints and hodmantal buttJorots on opperaft a" of studs need not be vtoggariml or flange portion attached to sun Intersecting stud with 112 In. long type S-12 pan head staial vontwo. May not be used with MBA METAL FRAMING - poTRAK backed by steel firmorning. Panels ottectrod to at" stud% and floor runner aft I on. long Type s stand screws spaced 0 in � Item 4F or 43. Ot when tpifflod horizontally, or 0 frl� CC along vertical and bottom edge* and 12 Irv. OC In the field when panels wv DMFCINBS L L C - Pr*TRAK spoiled v*rtlelalll�, When kaod)o wiftle otheethoo 44 K, gypsum Portals to be loataflfod horlirorltakllv� $A. Steel Framing Members - (Net Shavvin)* - As an alternate to Item 6, fuming chati"is and r"Ifoot sound RAM SALES L L C - Ram PrIPTFAK � CCRTAINTIIIIIII)i GYPSUM W - Type X, Type X,1, Type C, Type IGRGJ Glaoliteic. isolation clip as described below � M&A METAL FRAMING - PmTPAK a. Furring Channel# - Formed of No. Z5 MSG gelv steel. 2-9/16 in, Or 2-23/32 in, wide by 718 COC INC - Types AR, C, IP-Alt, IP-Xl, V-X2, IPC-Aft, SCX, SHX, USGX, WRC or WRx (Joint tape and compound, Rem 5, In, deep, spaced 24 In. OC perpendicular to Studs, Channels secured to studs as described In Item b, Ends of adjoining channels mv overlapped 6 tm and tied together with double strand of No. 18 STEEL STRUCTURAL PRODUCTS L L C - Tri-S ProTRAK RAM SALES L L C - Ram ProTRAIK optional for use with Type USGX) SWG gaiv stoat wire near each and of ovwlap� As an sibarnalma, ends of adjoining channels may ba overlapped 6 in. and secured together with two oalf-tappIng No, 6 framing screws, min 7116 in, long at the midpoint of the overlap, with one screw on each flange of the channel, I CONTI"ENTAL BUILDING PRODUCTS OPERATING CO, L L C - Types LGFC2A, LGFC6A, LGFC,-CIA, LGFC-WD 1C. framing MembersO, - Floor and Coiling Runner - Not Shown - In lieu of Item I - For use with Item 2C, STEEL STRUCTURAL PRODUCTS L L C - Th-S AoTRAK I b. framing Members* - Used to attach furring channels (Item a) to studs (Rem 2). Clips Flimpristary channel shaped runners, 1-1/4 In. deep by min 3-1/2 In. wide f4bricated from min 0.020 in. thick lialy shial, spaced 48 In, OC,, and secured to studs with I-S/8 in. wnt*r or box head Type S stow "few attached to floor and calling with fasteners spaced 24 in. OC max, GEORGXA-PACIFIC GYPSUM I. L C - Types DAP, OAK,, OGG, CIS TELLING INDUSTRIES L L C - VIper20- Track I 16, FrIorefraill 044mbere - Floor and Coiling Runners - Net Shown - In lwj of Rem I through to - For use with Item 29 and 41 only, proprelluo y channel shaped wriners, I-If4 to, deep by min 34/8 In, wide, folirwArted hem min 0.019 I in. thick gatv 3tao, attached to floor *me calling with fa3bahors spot" 24 In. OC Max. THAT GYPSUM PRODUCTS PCL - Type X, Type C through the center grommet. Furring channels are friction fitted Into clips. RSIC-1 clip for use with ID. Framing Morribeirsi^ - Floor and Caging Runners - Not Shown - In lieu of Item I - for uss, with Rom 2D, TELLING INDUSTRIES L L C - TROB-TRACK" 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring I channel shaped runners, 14/4 in. deep by min 3-1/2 in, wide fabricated from nith 0.018 In � thick gaiv sta&L attachad to channels, floor and coillng with fasteners spaced 24 In, OC max. If. Framing MamtH*W - Floor and Coilling Runners - Net Shown - In lieu of Morris I through It - for use with UNITED STATES GYPSUM CO - Types AR, C, Flli IP-AR, IP-XI, IP­.X2, IPC-AR, SCI, SKX, WRC, WRX, USGX (Joint tape and compound, Rom S, optional for use with Type USGX) PAC INTERNATIONAL L L C - Types RSIC-1, RSIC-1 (2.75) TELLIM42 INDUSTRIES L L C - TRUE -TRACK- Item 2, channel shaped runners, i-1/4 In, deep by min 3,3/e In. w4do Fabricated from min 2S MSG steel, attached to near and ceihng with fasteners *peced 44 In. OC max. 11 WAII (HONG KONG) LTO - Type KIRIT USG BORAL ZAWAWI DRYWALL L L C SFZ - Types C, SCX 2. Stool Studs - Channel *hoped, min 3-1/2 In. deop, 1-1/4 In. flanges and 3/16 In. returns, fabricated from min 25 6B. Framing Members* - (Not Shown) - (Optional on one or both sides) - As an alternate bo Item 6, fuming channel and Steel Framing Members as described below: MSG corroolon-proteactlad stool, spaced a max of 24 In. OC. Studs to be cut 5/8 In. less than assembly holghtand friction- fit in piece. IG. Framing Members* - Floor aml 0*111ing Runners - Not Shown - Iso lieu of Rems, J, through IF - Foruse with USG MEXICO 5 A DE C V - Type AR, C, IP-AR, IP-XI, IP-XZ, IPC,AP, SCX, SMX, USGX, WItc or WRX (Joint tape and Item 2, channel shaped runners, 1.114 In. deep by min 3-SIO W wide, attached to flocirand evillair with fasteners spaced cermpounal,'ftai S, optional for use with Type USOX) a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 2A. framing Members* - Stool Studs - Not Shown - In lieu of ham 2 - for two with Item IA, proprietary channel 1 24 In, 00 max. max. 24 In, OC perpendicular to studs. Channels secured to studs as described In Item b, Gypsum shaped steel studs, 1-1/4 In. deep by min 3-1/2 In. wide fabricated from min 0,020 In. thick go1v stool. Studs Cut SIG In. STUDCO OUILDING SYSTEMS - CROCSTUD Track board attached to furring channels as described In Item 4. Was in length than assembly height. 48, Gypsum boardO - (As an alternate to Items 4 or 4A) - Noun 3/4 In, thick, 4 ft wida, Installed a* described in Item 4A with screw length increased to 1-1/4 in. b. Steel Framing Members* - Used to attach furring channels (Item 69a) to studs (Item 2). CALtFORMtA EXPANDED METAL PRODUCTS CO - V"r2O'- IM. Floor and Calling Runners - (Not Shown) - Channel shaped, fabricated from min 0.02 in, gaiv show, man width to COC INC - Types AR, IP-AR Clips spaced max. 48 In. OC. GENTECILIPS securad bo studs with No. 8 x 1-1/2 In, minimum self - accommodate stud size, "Ith min I Im long legs, for use with studs specified below and fabricated from min 0,02 In. gaiv drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into I stool or docker, attached to floor and ceiling with favoilitters Wood max Z4 to, OC, clips. I MARI NO/WARIE, DIV OF WARE IN DUISTRIES IN C - Vlpot,2011 MAFUNOJWARE� DIV Of WARE INDUSTRIES INC - Vlper2l)- Track VTIOO UNITED SYATIE& GYPSUM CO - Typo AR, MAR PLITEQ INC - Type Genie Clip . 25, Framing M*mbers*- Stool Studs - Hot Shown - In lieu of Rem 2 - For use with Item LS,channaf shaped steel 1 I4, Framing Members- - Floor and Coiling Runners - Net shown - in am of Rom I - lar use with Rom 2m, USG MEXICO 5 A DE C V - Types Aft, IP-AR studs, min 3- 1/2 In. Wide fabricated from min 0.018 in. thick gailir steel, spaced a max Of 24 In. OC� Studs cut Us in. liess rimprio,tary channel shaped runnors, 1-1/4 In. wide by min 3-5/0 In. deep fabricated frorn min 0.020 in. thick oalv steel, 6C. Steel Framing Members* - (optional, Not Shown) - Furring channels and resilient sound Isolation clip as In length Own assembly height. . attached to floor and calling with lostwers spaced 24 In. OC max. described below: CLARKDIETRIC" BUILDING SYSTEMS - CD ProSTUD . TELLING INDUSTRIES L L C - VIper20- Track 4C. Gypsum Board- - As an altsmaso to items 4, 4A, and 46 - Nom. S/S In. thlckgypsum panels, with square edges, a. Furring Channels - Formed of No� 25 MSG galv steel. Spaced 24 In. OC perpendicular to 1p, rrimming asomp#rs- - Pussy arica Golfing Runner* - (NoK sonciiiini - As an amameep to Item I - Yor use with Item It. Channel *hoped, attached to F4w and tolling with fomenters 24 In, OC, max, applied horizontally. Gypsum panels fastened to framing with :I in. long bugle hand stoat screws spaced a max 8 In. OC, with last 2 rcrews 3/4 In. and 4 In. from so& ado* of board. Horizontal joint& need not be backed by stool framing. studs, Channels secured to studs as described In Item b, Ends of adjoining channels overlapped 6 � Monzontal edge joints and horizontal butt joints an oppositteskies of studs on Interior walis need not be staggered or in. and secured together with four self -topping No. SxI/2 Self Drilling screws (2 per side I In. and DMFCWBS L L C - ProSTUD � BAILEY METAL PRODUCTS LTD - Type PLATINUM PLUS backod by stoat framing. 4 in. from overlap edge). Gypsum board attached to furring channels as described In Item 4. side . GEORGIA-PACIFIC GYPSUM L L C - Type OGG, GreariGlass Type X joint furring channels shall be attached to studs with PESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 in, from each end of length of channel. Both Gypsum Boards at M11A METAL FRAMING - ProSTUO � 2. Stool Studs - Channel shaped, 3-S/S in. deep (min), formed from min No. 2S MSG gall; steel spaced 24 In. OC max. side joints fastened Into channel with screws spaced 8 ln. OC, approximately 1/2 In. from joint edge. Studs to be cut 1/4 in. less than assembly height. 4M Gypsum Board* - As on ollomoto to Roms 4, 4A, 44, and 4C - Hem. $14 In, thick gypshim panels applied vertically � 2A. Framing Members* - Stool Studs - As art alternate to Item 2 - Channel shaped studs, min 3-S/S In. deep, or horizontally, Horizontal edge joints and horizontal butt lioluirts an opposite sides of studs need not be stoogorod or backed by aw framing, Gypsum Panels fastened to framing WO I In, long Type 3 *tool anon e in. CC 44009 vertical b. Steel Framinig Members* - Resilient sound isolation clip used to attach furring channels RAM SALES L L C - Pam ProSTUD "cod a max of 24 In. OC, Studs to be cut 3/4 in. Ion than assembly height. edges and 12 In, OC In the field when panels are applied vortivailly. Whan gypsum panels applied horfrontsily, Notion to (Item 6Ca) to studs. Clips spaced 24 In. OC., and secured to studs with No. 10 x 2-1/2 In. coarse framing with I in. king'rype $ sbael sere" spaced S m OC along vertical edges and In the field. Screw% spaced a me% 12 drywall screw through the center hole, Furring channels are friction fitted Inbo clips. ALLSTEEL. A GYPSUM PRODUCTS INC - " SUPREME Framing System on. along the top and bottom adgm of the wall for both vortscal nod horizontal applications, STEEL STRUCTURAL PRODUCTS L L C - Til-S ProSTUD I NATIONAL GYPSU44 CO - Types eXP,Cf FSK, FSK-C, FSX.G, FSL, FSW-C, fSW-G, FSW, FSW-3, FSW-5, FSW-6, FSW-S, STUDCO BUILDING SYSTEMS - RESILMOUNT Sound Isolation Clips - Type A237R COMSOLIMATIED FABRICATORS CORP, BUILDING PRODUCTS DIV - Type SUPREME frairmag System FSHR-C 2C. Framing Members* - Steel Studs - Not Shown - In Nu of Item 2 - For use with Rom IC, Proprietary channel 7. Wall and Partition Facings and Accessories* - (Optional, Not Shown) - Nominal 1/2 In. thick, 4 ft wide panels, shaped steel studs, 1-1/4 In. deep by min 3-1/2 In, wide fabricated from orint 0.020 In. thick gaIv steel Studs cut 5/0 In, 4F. Gypsum Board* - (As an aftirmate to Items 4 through 40) - Installed as described in Rem 4. SIS Ill. thick, 4 ft. for optional use as an additional layer on one or both sides of the assembly. Panels attached In accordance with less In length than assembly height. QUAIL RUN BUILDING MATERIALS INC - Typo SUPREME Framing system wide, papw surfaced, appiled vartcAlly only and fastened to the studs and plabes with I in, long, Type S stow scrows manufacturer's recommendations. When the QR- $00 or Q R-510 panel Is Installed between the steel fra ming and the U L spaced, 8 in. OC. Not to be used with itsm 6, Classified gypsum board, the required UL Classified gypsum board layer(s) Is/are to be Installed as Indicated as to TELLING INDUSTRIES L L C - VlpwlO'- � NATIONALGYPSUM CO - Sound5rook XP Type X Gvpsum Board fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not SCAPCO, STEEL STUD MANUFACTURING CC - Typo SUPREME Framing System evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. 20. Framing Mernbonr* - Steel Studs - Not Shown - In lieu of Item 2 - For use with Item iD, channel Shaped 3bW I 4F, Gypsum Boar& - (Not Shown) - (As an alternate to Item 4 when used as the base kvyw an onoorboth teles of PASCO BUILDING PRODUCTS L L C, ORA PASCO GYPSUM - Type QuletRock QR-500 and QP-510 shuts, min 3-1/Z In. wide, fabricated from min 0.018 in. thick galw %tool, spaced a max of Z4 In. OC. Studs cut Sins in, less � STEEL CONSTRUCTION SYSTE14S INC - Type SUPREME Framing System wall. For dlovid attachment only to stool studs Item ZC) - Nom 5/8 In. thick load backed gypsum ponels with b"ad, In kingth than assembly height square or timporsdodgmi6 applied vertically. Vertical joints centered over studs arid staggered min 1 stud cavity an I TELLING INDUSTRIES L L C - TRUE -STUD- opposite aid" of stuft. Gypsum board secured to studio with V V4 in, long Type S-12 samet screws %placed 8 in. CC at perimeter and 22 In � OC an the 001dr, a. M ine ral and Fibe r Boarcl - (Optional, Not Shown) - For optional use as a n additional layer on one side of we 11. 29. Prattling Mombers* - Steel Studs - As an alternots W Item 2 - For use with Rem I.A (3-5/8 In. wide track), UNITED METAL PRODUCTS INC -Typel SUPREME framing System RAY -Salt ENGINEERING CORP - Type R$-L6G Nom 1/2 in. thick, 4 ft wide with long dimension parallel and cambered over studs. Attached to studs and floor and ceiling . runners with I-S/8 In, long Type S stool screws, spaced 12 In. OC and 24 In. OC along all Intermediate frat ming. The channel shaped studs, fabricated from min IS MSG cearroston-probacted steel, 1-1/4 In. wide by 3-5fS In. deep, spaced a � max or 24 in. OC. Studs to be cut 3/6 to 314 M. less than assembly height. rvq ulned U L Classified g ypsu m board layer (Item 4M) Is to be Installed over the M Ineral and Fiber Boards. Batts and MARING/WARE, DIV OF WARE INDUSTRIES INC - Studllift- 23. framing MamlimarO - Stool Studs - Not Shown - In lieu of Item Z - Per use with barn 18, proprietary channel shapedstool studs, 1,1/* in. nicety min 3-5/8 In. deep follbricatodfrom min 0,020 In, thk*oolv Stow, Stuchlclitll/41m 40. Gypsum S"rd* - (As an alternate to items 4 through 4F) - lior use with Items 10 and 2 0 only, S/8 10, thick, 4 It v0da, attached to stool studs and floor and calling track wd% I In, long, Type S sioal scrawt Wood 0 in. OC. along edges Blankets, Item 3D, and Adhesive, Item 11, are required. . � him in length than assembly height. of board and 12 W OC In the field of the board, Joints oriented yortlemilly and staggered on opposite skies of tn* HOMASOTE CO - Homasots Type 440-32 CALIPORRIA EXPANDED METAL PRODUCTS 00 - Viper2O- assarobly. I 3. Batts and Slardksta& - (Optional) Placed in shut cavities, any glassi Flaw of mineral wooll Insulation bearing dito UL a&JW"tOtCM MOO" at to Sunrises Burning Characteristics and/or Fire WAbbince. 9. Lead Batten Strips - (Not Shown, For Use With Item 4E) - Lead batten strips, min 1-1/2 In. wide, max 10 ft long Sao Batts and Blankets (SKNV or SZ3Z) Categories for names of Cleassifled companies. CRACO MFG INC - SmartShI4201 CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC6A, LGFC-CIA with a max thickness of 0, 125 in. Strips placed on the interior face of studs and attached from the exterior face of the I stud with two I In. long Type 5- 12 pan head steel screws, one at the top of the strip and one at the botbom OF the Strip. 4. Gypsum Boards - Gypsum panels with beveled, square or tapered edges. Same layer applied vertically or horizontall y Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips on both skies of the studs, with vertical jointim Penharod over studs and sitagg*rad ona, stud cavity on opposite sides of NATIONAL GYPSUMI CO - Types FSW` required behind vertical joints of lead backed gypsum board (Item 4E) and optional at remaining stud locations. Required tuds, Horizontal edge Joints (when applied horizontally) arid horizontal butt joints (when applied Vertically) an opposite . :1des M^RINO/WARE, DIV OF WARE INDUSTRIES INC - VIPW20- behind vertical joints. I of studs need not be ztoggered or backed. So" layer partiolls attached to studs with I in. long Type 5 cram spaced 8 In. O-C when applied horizontally, or 8 In. OC along the vertical "ft and 12 in. OC In the field when applied vertically. UNITED STATES GYPSUM CO - Type SCX 9A, Lead Batten Strips - (Not Shown, for usa with Item 4J) - Lead batten strips, 2 In. wide, max 10 ft long with a max Remaining two layers applied verticality orhorizoritallyon emosidoof tn* well. Horizontal butt)oIntiotog" a min of 6 in. on adjacent layers. First of thew two layers attached to studo with 14/8 In. long Type 5 screws spaced 12 In, OC. 2C. Stool Studs - (As an alternate to Item 2, For use with Item 42) - Channel shaped, fabricated From main 20 MSG thickness of 0. 140 In. Strips placed on the face of studs and attached to the stud with two min. I In. long min. Type S-8 . I SEAL Face layer attached to studis with 2-3/e Im Typo S screws spaced 0 in, OC when applied nommommilly, or a In. OC efoing the corrosion-probeclad or gaiv thool, 3-1/2 In. min depth, spaced a max of 16 In, OC� Studs friction -fit Into floor and calling pan head steel screws, one at the top of the still p and one at the bottom of the strip or with one min. I I n. long min. Type runners, Studs to be Ste to 3j4 In fees than assembly height, S-8 head the top the strip. Lead batten strips to have a of 99.5% meeting the Federal vortcw* edges and 12 In, CC In the field when applied vertically. When used In width* other then 46 In,, gypsum parles; to cut � USO &ORAL ZAWAWI DRYWALL L L C SFZ - Typo SCX pan stool screw at of purity be Installed horizontally. . 20, Framing Members* - Steel Studs - As an afternstato home I through IC- Foruse with Rem 100"d 40*nly, 3- 6/8 In. fabrica from in, thick 24 In. OC. Studs specification QQ-L-201f, Grades "S, C or D", Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Itam 43) and optional at remaining stud locations, I I CGIC INC - S/4 in, thicklViss Ak C, P-AR, IP-XI, IP�X2, IPC-AR, SCX, SHX, USGX, WRX orWK (Joint tapeand channel shaped studs, min wide min 0.018 gaiv stool, spaced a max of to be Cut Lt2 In. has then assembly height 4H. Gypsum Board' - (As an alternate to Items 4 through 4G) - Nominal S/S in, thick, 4 ft wide applied � \ ill compound, Item S, opticorsi for was with Type USGX). , CLARKDIITRIC" BUILDING SYSTEMS - CD Pro5TUD ponals, vertically and secured am, dauditiod In Rem 4. 10. Lead Discs or Tabs - (Not Shown, For Use With Item 4E) - Used In lieu of or In addition to the lead batten strips (Item 6) or optional at other locations - Max 3/4 In. cham by max 0.125 In. thick lead discs compression fitted or adhered I C�F Ptio � ... I..., � PASCO BUILDING PRODUCTS L L C, OBA PASCO GYPSUM - Type QuietRock ES over steel screw heads or max 1/2 In. by 1-1/4 In. by may 0. 125 In. thick lead tabs placed on gypsu m boards (Item 4E) I Lead discs have ...- . , " - . 0 C " I.- U141TED STATES GYPSUM CO - 519 Im thick Type AR, C, FRX-G, IP-AR, IP-XI, IP-XZ, IPC-AR, SCX, SGX, SHX, WRX, WRC, USGX tape S, for Typo USGX)� underneath screw locations prior to the Installation of the screws. or tabs to a purity of 99,9% meeting the Federal specification QQ- L-20 If, Grade "C", , /X CO .* X\ (Mort and compound, Rom optional use with DIM FCW SS I. L C - ProSTUD 4L Gypsum board� Items 4 through 4F) For Items, IF 2e $16 In, 4 ft . \1 . - (As sit *kernel* to - we with and only, thick, wide, attached to steel studs and near and cell" track with 1 Im long, Type 5 a" scram speed 0 K OC. along edges � 10A. Lead Discs - (Not Shown, for use with Item 4)) - Max 5/16 In. diam by max 0.140 In. thick lead discs - ZZ * USO 1110111AL ZAWAWt DRYWALL L L C SFZ - Types C, SCX MRA METAL FRAMING - ProSTUO of board and 12 in, OC in the field of this board. Joints orlGated vertically and staggered an oppolift skies Of me compression fitted or adhered over stool screw heads. Lead discs to have a purity of 99, 5% meeting the Federal Grades " S, C D". . : * . * � assembly. Specification QQ-L-201f, or . � USO MEXICO 3 A DE C V - $18 to, thilick Type AN, C, IP-Alit, IP-XU IP-X2, IPC-AK, SCX, $HX, USOX, W#iX, Wilic (Joint RAM SALES L L C - Ram Pro$TUD UNITED STAY IS GYPSUM CO, - Typo SCX 11. Adhesive - Not Shown - (For use with Item 8) - Constructlon grade adhesive applied In vertical, serpentine, I nominal 3/8 In. wide beads down the length of both vertical edges of Miner -al and Fiber Board (Item 8). - � 1. Ri ... ` *' - .1 - *' � k 117 tape and compound, Rom S, optional for use with Type USGX)� . type I . .. , . I.. * , . STEEL STRUCTURAL PRODUCTS L L C - TM-S Pro$TUD USS 80RAL ZAWAWI DRYWALL L L C SFZ - SCX 12. Wall and Partition Facings and Accessories* - (Optional, Not Shown) - For use with Items 1 to 1I, Items 2 to 21, Item 3, Items 4 to 4I, Item 5 and Item 6. For maximum fire rating of I hour. on one side of the wall, over the first ��, �Ie 1.-..� .......... .., N 4A. Gypsum Board* - (As art alternate to Item 4, r*tfor use with Items 19 and 26) - Rom 5/9 In. thick gypsum panels \ with bovolod, square or tapered edges Installed as described In Item 4. 43. Gypsum 111roareW - (Not Shown) - (As an alternate to torn 4 when wad as the be" layeir on *no or both saidog of layer of Gypsum Board (Item 4 to Item 4I), Install RefleXcir membrane with the gold side facing outwards. Membrane � 1, I �� /11/1 I wall. Nor dimod attachment only to stool studs, Item ZC) - Nom 514 to. thick Wad bodied gypsum panels with beveled, Installed with T50 staples spaced i2 inches on center In both directions as per manufacturer's instructions, seams in CGC INC - Type ULS 2C framing Monster*+ - Stool Studs - Auk an aftemoto to gems 2 through ID - For use with Mom It and 41 only, were or telporoll adoso, applied vorocofty� vertical. joints centered over studs and ftaggerod min I *0 cavity an membrane to be overlapped by 2 Inches. When RefieXor membrane is used an additional layer of Gypsum Board that Is channel shaped studs, min 3- US In, wide fabricated from min 0, 010 In. thick gov steel, spaced a max of 24 In. OC, Studs to becutl/2 In, ion then assembly height opposite sides of eftklC Gypiou m board wur*d to studs with I- i/4 in � long Type S. 12 aboW *cram speed 0 in, OC at porlmoterand 12 In. OC in "field. To be used WO Wad SairtiaA Stripe (an ram 9A) or Lead Deaft (esto Item 10A), Identical to the one used in the first layer and as specified ln Them 4 to Item 4I shall be Installed over the membrane. The , � additional layer of Gypsum Board to be Installed through the membrane to the stud as specified In Item 4 to Item 41 UNITED STATES GYPSUM CO - Type ULX. TELLING INDUSTRIES L L C - TRUE -STUD' MAYCO INDUSTRIES INC - Type X-Ray Shloided Gypsum except the fastener length shall be increased by a minimum of 5/8 Inch. Install Batts and Blankets in the stud cavity as per Item 3. On the other side of the wall, prior to the InstallatIon of the Gypsum Board, Install Resilient Channels as per RoRiDA Ho..SpiTAL USG MEXICO S A DE C V - Type ULX 2F. Framing members- - steel studs - As an alternate to noms 2 through ZE - for use with Rom 1F, channel shaped stuft min 3-S/6 In, W04 fabricated from min 23 MSG steel, spaced a max of 24 in. OC, Studs to be cut 1/2 In. 4K. Gypsum lhsair& - (As an alternate to Dam 4 and 4A, not for use with, Rome 10, 11E, 2 D and 2E) - hom, $/a ol� Item 6, Over the Resilient Channels install 3/4 inch thick SONOpan panel secured to the Resilient Channels with drywall 40 less than assembly height. KIRII KONG) LTD Type KWU thick gypsum panels watt bovieW, square or tapered "as instalkid as described In Rom 4 and 4A screws and washers spaced at 16 in. OC on the petl meter of the panel and 8 1 n. OC ln the field of the pan el. 0 ver th a SONOpan panel install the same Gypsum Board as specified In Item 4 to Rom 4I with the fastener length Increased by Zephyrhills ("ONG - CQC INC - Type ULX 46, Oypourim Board* - (As *ft aftemosto to Hem 4) - SJS in. thick gypsum panels with beveled, square or tapered ado" m1ninnu rn 3/4 inch , Not evaluated or intended as a substitute for the required layer(s) of LIL Classified Gypsum Board. Installed as described In ram 4, except that horizontal butt Joints and horizontal edge joints need not be staggered and 2-3/4 In. Type S scrarris used for attaching outer layer on triple layer side, spaced $ In, OC when applied Vertically, I 2G. Framing Mombars* - Steel Studs - " Shown - In 11ou of Item 2 through 2F - For use wlth Rom 1G. UNITED STATES GYPSUM CO - Type ULX IMSL - RefieXor membrane, SONOpan panel UNITED STATES GYPSUM CO - Type ULU. Proprietary diormiol shaped studs, relinknum 3-Stis in. w1do, Studs to be CAI/2 In. lam than the assembly height. STUDCO BUILDING SYSTEMS - CROCSTUD ED EXPANSION & ORTHO S. Joint Tape and Compound - Vinyl or Cason, dry or premixed joint compound appileal in two coats to joints and I USG MEXICO 6 A DE C V - Type ULx * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification RENOVATION scrow haoft of cuter layers. paper tape, nom 2 in. wide, embedded in first layer of compound over all Joints of ouW layer 2H. Framing Mvmb4rs* - Stool Studs - Not Shown - Ill Iwj of Item 2 - For use with Item 11, proorMtory channel shaped slool Studs, 1-1/4 in, wide by min 3- S16 K dew fabricated from min 0,020 Ill. thick *a& steol� Slaids cut 314 In, (such as Canada), respectively. I panels. Whim squaloo-edge gypsum board is used, tivatmosint of joints is optional. � Was In length than assembly height 4L. Gypsum eatiercl- - (Not Shown) - (As an alternate to Mom 4 when used as the base layer on ono or both sides of fi� Caulking and Seat nts- - (Optional, Not Shown) - A boad of ocouslicall Sootoflt applied aMUnd Via partition wall, For dtrect attachment only to steel studs Rom 2C). Norn 3/0 in, Wick lead backed q ypxu in panels with beveled, TELLING INDUSTRIES L L C - V"rZG" square or topered edges, applied Y*rUcatiy. Vertical joints centered over studs and staggered min I stud cavity on Last Uodated on 2016-04-27 part motor for sound control, cippoobaskles of studs, Wallboard secured tostuds with 1-1/4m. longType 5-12 steel screws gypsum painalsteal screws , UNITED STATES GYPSUM CO - Type AS 21, Framing Memberev - Steel Studs - In lieu of Rom 2 - for use with Rom 1, channel shaped studs, fabricated spaced 8 In. OC at perimeter and 12 In, OC In the field, Lead batten ships required behind vertical joints of hod backed gypsum wallboard and optional at rommAnImS stud locatforis, L"d tiotton strips, min 2 In. wide, max 8 ft " with a max from min IS MSG tormakwil-protacted cbmil, 3-StO in, deep (mln)� spaced 24 tn. OC max. Studs to becut 3/4 In. less, than assembly height. thickness of 044 tn, placed on the face of slaids arid attached to the Stud with constilaction adhesive and two I in. long Typo S- 1.2 pan head steel screws, one at the top of the strip and ons, at the bottom of the strip. Lead dives, inommal 3/8 The appearance of a company's name or product In this database does not In Itself assure that products so identified have been manufactured . * Indicate* such products shall bear the UL or cUL CorldIfIcatkon Mark ForJurladclilons employing the LIL or cUL Certification to 0,11411TAL, lipc - to Stud tn, Mom by max 0.003 In. thick. Compression fltW or adhered over the scrvw hoadis, Lead batten strips A" dims I* have a purity of 99.9% meeting the red" specification QQ-L-201f, Grade 'C,*, under U US Follow- Up Service, On ly those products bearing the U L Mark should be considered to be Certified and covered under U L'S Follow- Up (Such as Claroda), respecthweiv. Service. Always look for the Mark on the product. RADIATION PROTECTION PRODUCTS INC - Type RPP - Lead Uned Drywall Lost Updated on 2016-03-31 . , 23, Framig Member** - Stoat Studs - Is lieu of hate 2 - W use with Mom 1, than" *law studio, fabricated Imp I MSG opirromoo-protictild stoat, 11-1/0 W, deep (MIM), spaced 24 fft� OC mox� Studs to be cut 314 K Is" than assembly height, 4M. Gypsum soaW - use with Item 9) SJS In. thick, 4 ft wide, applied vertically oww Mineral and Flow Board UL permits the reproduction of the materlal contained In the Online Certiflcation Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented In their endrety and in a non- *Reprinted a Hunton Theappeausince of a company's name or product In this database don not in Itsoff wourt thatproducts so Identiftall have been manufactured OLMAA SUPPLY INC - MUMISTUD (For - (Rom e) with vertical jointill located anyviloaria*ver stud eAvitles, Secured W minoml and fiber boards with 2-1/2 tn, Type misleading manner, without any manipulation of the data (or drawings). 2. The statement from the Online Certifications Directory with 0 under UUs Follow -Up Service. Only those products beating the UL Mark should be considered to be Certified and covered under UV% Follow-up � IS Screws "cod 9 In, OC akirq *does of each vat" joint and 12 to. OC)n intermediate hold of the Mineral end Fiber permission from UV must appear adjacent to the extracted material. In addition, the reprinted material must Include a copyright notice In the Service. Always look for the Mark on the product, Board (Rom 0). Secured to outornmir studs and floor and calling runners with 2 In, long Type S ocnews spaced 9 Im OC. following format: "V 2016 UL LLC". UL permits the mproduction of the material contained in the Online Certification Directory subject to the following conditions; 1. The Guide 20L Filliffling members- - Steel Stud# - At MA shilmnAto W U&M 2 - Parts" With DOM 15 (3-Still, W wide trietio, Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound. Information, Assemblies, Constructions, Dialigns, Systems, and/*r Certifications (files) must be presented In their entirety and In a non- � 'Reprinted channel shaped %tuds, fabricated from min 25 MSG 0ornosion-protocted steel, i-114 In. wide by 3-5/9 In, do", spaced a max of 14 In. OC. Studs to be cut 3/6 to 3J4 tn. kiss than assouribly hoot, AMERICAN GYPSUM CO - Typo AG-C misleading manner, without any manipulation of the data (or d rawIngs). 2. The stattaiment from the Online Certifications Directory with permission from UV must sappear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in We MARINO/WARIE, DIV OF WARE INDUSTRIES INC - Studlitits" A R C H I T E C T S following format: "V 2016 UL LLC". . CIERTAINTIEEO GYPSUM INC - Typo FRPC, Type C IL Framing Members* - Steel Studs - As an afterrote to Mom 2 - For use with Item 1), channel shaped, min 3-S/0 in, wide, spaced a max of 24 In. OC. Stialm to be cut 3i`9 to 314 in. Ism; then assembly height. � BAILEY 14ETAL PRODUCTS LTD - Type PLATINUM PLUS DATE SUBMISSION NO. , 3� S00 and Blankets- - j0ptloral) - Mineral wad or glass fiber balls partially orcompletely mmg!atud cavity, 04.15.16 CONSTRUCTION DOCUMENTS Soo Batts and Blankets (*ZJZj category for names of Classified companies. fiber, Sprayed* As to Saft Mankato 3) Sorato Formulation Spray - 05.10.16 ADDENDUM NO. I I . 3A. - an ohmmmals, and (norn - (100% I - applied callolosis material. The fiber is applied with water to completely all the enclosed cavity tn accordance with Me application - instructions supplied with the product with a nominal dry density of Z.7 flo/W. Afternate Application Method: The fiber is applied without wobw or adhealve, at a nominal dry density of 3�5 IbIft', in accordance with the applicatkin Instructions , Soso led with the product I U S GREINFIBIR L L C -01373% IFIS745 for use with wet or dry appilicatloo. INS765LD and INS77OLD are to be used - far dry oppliamition only . 11111, fliber( 6praVoillm - As an alternate to Satts arld Otookilm (%Win 3) amil Ram 3A - Spray applied cellulose Insulation, . matemat.'tho fiber is applied with water to otemorsurfacas in accordance with the application Instructions supplied with I the, Product Applied to Completely 140 tn# *$Closed COW". Minimum dry density of 4.3 pounds per cubic ft. flo-woot CO INC - Colonels Inoulatlan . 3C. fiber, Sprayediff - /W an afternoto to latim, and Mankoft (Rom 3� - Spray applied cellulose fiber. The fiber is applied with water to oomplotely fill the wickisiml cavity In accordance with the application Instructions supplied with the . Product. The minimum dry domilty, shall be 4.30 lballft'. INTERNATIONAL CELLULOSE CORP - Calbar, RL , . � UL RATED ASSEMBLIES - WALL 3D. Satt and Blankets- - For use Witti Item 9� Ham 11 ftl� thick minimum SA Per min" wool bads, triction fit between �: &bids and floor and coding runners, � 'I . Sea Batts and Blankets (SZ3Z) category for names or ""4f*rftM%� . AND PARTITION Al UL SYSTEM NO. U408 A6 UL SYSTEM NO. U465 PROJ. NO. H-15021.00 SHEET DRAWN DMIC II Z. = 1149 � 1 1291 = 11-011 I wwwma A052mon...........1 \���""`01 111111111111111 1111111%,11111111111 ...... 11,1111, ... 111111 1111..01111 11.10111111 ... 11 iiiiiiii''''I'll�11111���11111111,�I ....... 1111111 .... 111111111...011 11, .... 11111111,..0111111''1111 1 E 2 11 3 0 4 0 5 0 6 III 7 0 8 a 9 E 10 111 1 1 111 12 0 13 11 14 0 15 0 ­16 111 17 0 18 0 19 E 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com LicenseAAC001744 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ ) 1111 9 ■ 10 ■ 11 ■ 12 ■ 1 ai ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L. ■ K ■ .) ■ H ■ G ■ F ■ E. 111111 ■ C ■ B ■ A A5 NO SCALE Design No. U438 August 31, 2015 Nonbearing Wall Rating - 2 HR. * Indicates such products shall beartha ULorcUL Certification Mark for jurisdictions employing the ULorcUL Certificatfon (such as Canada), respectively. CEILING .. * �1. /i • �? 4 `r t s - r�) .r 11 !• 11 11 PL0049 1. Floor and Coiling Runners - "7" -shaped runner, 2-1/2 in, wide with unequal legs of 1 in, and 2 in„ fabricated from 24 MSG galy steel (min 20 MSG when Item 4B is used), Runners positioned with short leg toward finished side of wall, Runners attached to structural supports with steel fasteners located not greater than 2 in. from ends and not greater than 24 in. CC. 2 Steal Studs - "C-H" -shaped studs, 2-1/2 In. wide by 1-1/2 In, deep, fabricated from 25 MSG gaily steel (min 20 MSG when Item 4B is used), Cut to lengths We to 1/2 In, less than floor to telling height and spaced 24 in, or 600 mm OC. 2A, Steal Studs - (Not show n)-"E" -shaped studs installed in place of "C-H" -shaped studs (Item 2) to secure the closure liner panels at the ends of walls. Fabricated from 25 MSG galv steel (min 20 MSG when Item 4B Is used), 2-1/2 in. wide, with one leg 1 in. long and two legs 314 In. long, Shorter lags 1 in, apart to engage gypsum liner panels. Cut to longthe 3/0 tn. kin than floor to ceiling height, SIR and knit€ of *Wild formed with " j" -shaped runners (Item 1) secured to "F-shaped studs With angle clips and steel screws, 3, Gypsurn Boards - 1 In. thick gypsum wallboard liner panels, supplied In tom 24 In, or 6W mm (for metric spacing) Widths. Painds cut I in. less In length than floor to ceiling heigpht. Vertical edges inserted In "H' -shaped section of "C-H' studs. Free edge of and panels attached to long lag of "J" -runners with 1-3/9 in, loft; Type S steal screws spaced not greater than 12 in. OC. CDC INC - Type SLX UNITED STATES GYPSUM CO - Type SLX, U" BORAL ZAWAWI DRYWALL L L C SFZ - Type SLX U&S fAEI(ICO S A DE CV - Type SLX. 4. Gypsum Board* - 1/2 in. thick, 4 ft. or 120D Tom (for metric spacing) wide wallboard applied vertically in two layers. Inner or bRse, layer attached to studs with 1 in. long Type S steel screws spaced 24 in, OC along the edges and tn the field of the boards, Outer or face layer attached to studs and 7' -runners with 1-5/8 In. long Type S steel screws spaced 12 in. along the edges and in the field of the boards, staggered from screws in inner layer. Joints between inner and other layers staggered. Outer layer joints covered With paper rape and joint compound. Exposed screw heads covered with joint compound. As an alternate method, inner wallboard layer applied verticatly, after wallboard layer applied horizontally. Inner layer attached to stuns with I in. Type S steel rcrewa spaced 24 hn. OC along vertical edges and in the field. Outer layer attached to the studs and 'J" runners over the inner layer with 1-5/8 in. long Type S steel screws spaced 12 in. OC in the field, along the vertical edges and to the floor and calling run nets. Outer layer secured to inner layer wallboard with I- 1/2 In. long Type G steed screws located midway between studs and I in, from the horizontal joint, ACADIA DRYWALL SUPPLIES LTD - Type C AMERICAN GYPSUM CO, - Types AG -C . CERTAINTEED GYPSUM INC - Type FRPC, Type C, CGC IMC - Type C, IP-X2, or WRC. CONTINENTAL BUUJ) Mg PRODUCTS OPERATING CO, L L C - Type LGFC-C/A GiEORWA-PACdi Z (+GYPSUM L L C - Types 5, DAFC, TG-C. NATIONAL 4YPSUNCO - Types eXP-C, FSK-C, PSW-C, FSMR-C. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Types PG-C, THAI GYPSUM PRODUCTS PCL - Type C. UNITED STATES GYPSUM CO - Type C, IP-X2 or WRC, USG BORAL ZAWAWI DRYWALL L L C SFZ - Type C USG MEMO S A DE CV - Type C, IP-X2 Or WRC, 4A, Gypsum Board* - (As an alternate to Item 4) - 518 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Inner or base layer attached to studs with 1 in. long Type $ or S-12 steel screws spaced 24 in. OC vrhen Installed vertically or 16 in. OC when installed horizontally, Outer or face layer attached to studs with 1-5/8 in, long Type S or S-12 steel screws spaced 12 in. OC when installed vertically and staggered 12 in, from base layer screws or 8 in. OC when Instated horizontally and staggered 8 in, From base layer screws. HoriZontsl Joints between inner and outer layers staggered a min of 12 in. Horizontal joints need not be backed by $teel ffaming• Vertical joints centered over studs and staggered 24 in. Outer layer joints covered with paper tape and 'joint compound. Expiosed Straw heads covered with joint Compound, Paper tape and joint Compound may be omitted when gypsum boards are sls7plted with square edges. When used to widths other then 48 In,, gypsum panels 0 be installed horizontally CGC INC - Type AR, IP-AII, IP-XI, SCX, ULX, or WRX UNITED STATES GYPSUM CO - Type AR, FRX-G, IP-AR, IP-X1, SCX, ULX or WRX. UBG BORAL ZAWAWI DRYWALL L L C SFZ - Type SCX USG NEXICO B A DR C V - Type AR, IP-AR, IP-XI, SCX, ULX, or WRX. 46, Gypsum Board* - (Not Shown) - May be used in lieu of Items 4 or 4A for elm base payer - Nom 5/8 in, thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints cornered over studs and staggered min I stud cavity on opposite sides of studs. Waliboard secured to studs with I-i14 In. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 In. OC in the field. Lead batten strips (Item 6) required behind vertical joints. RAY -BAR ENGMEERZMG CORP - Type RB-LBG 4C. Gypown Boards - (As an alternate to Item 4, 4A, 4B) - 5/8 in. thick. Two layers Installed as d". cribed in Item 4, NATIONAL GYPSUM CO - Type FSMR-C. 4D. gypsum Board* - (Not Shown) - May be used In limp of Items 4 for the base layer - Non 5/8 In. thick lead backed gypsum panels With bwiEled, square or tapered edges, applied vertically. Vertical joints eared over steads and staggered min I stud Cavity on opposite sides of studs, Wallboard secured to studs with I- 1/4 In, long Type S-12 steel Screws spaced 8 Jr.. OC at perimeter and 12 in. OC in the field. Load batten strips required behind Vertical joints. To be used with Lead Batten Strips (see Item 68) or Lead Discs (see Item 6C). MAYCO INDUSTRIES INC - Type X- Ray Shielded Gypsum 4E, Gyps" Board* - (Not Shown) - May be used In lieu of items 4 for the base layer. Nom S/S In. thick lead bashed gypsum panels With beveled, square or tapered edges, applied vertically, Vertical joints centered over studs and staggered min I stud cavity on Opposite sides of studs. Wallboard secured to studs With I-114 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required Behind vertical joints of lead backed gypsum wallboard and Optional at remaining stied locations, Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 In. plated on the face of studs and attaches) to the stud With construction adhesive and two I in. tang Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the sting. Lead discs, nominal 3/8 in, clam by max 0.085 In. thick, Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L"201f, Grade •C,. RADIATION PROTECTION PRODUCTS INC - Type RPP - Lead Lined Drywall 4F. Gypsum Beard's - (As an alternate to Item 4) - 5/8 in, thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, Inner or base layer attached to studs with i in, long Type S or 5-12 steel screws spaced 24 In, OC when Installed vertically or 16 In. OC when installed horizontally. Outer or face layer attaehod to studs with I.5/8 an. long Type S or S-12 steed screws spaced 8 It, OC when installed vertically and staggered min. B in. from base layer scram or 8 in. OC when installed horizontally and staggered min. 6 In. from base layer screws. Horizontal johns between honer and Outer layers need not to be staggered, Horizontal joints need not be backed by Stetel framing. vertical joints afnterad over studs, and staggered 24 In. outer layer joints Covered with paper tape and )olnt compound. Exposed screw heads covered With joint compound, When used In widths other than 48 In,, gypsum panels to be Installed horizontally. UNITED STATES GYPSUM CO - Type ULIX. S. Batts and Bisakets' - (Optional) - (Not shown) - MlfWAI wool or glass fiber butts partially or completely filing stud cavity. Any mineral wool or glass fiber butt material bearing the UL asalf€cation Marking as to Fire Resistance, 5A. Fgaer, Sprayed* - As an alternate to Batts and Blankets (Item 5) -- (100% Borate Formulation) - Spray applied cellulose material. The fiber is applied with water to completely fill the en tilosed cavity an sccordexae with the pikaDdn nuilivrt grasvgpliod with the product with a nominal dry density of 2.7 I1:00. Alternate Application Mothae€; The fibar is applied Withgld +air or a~V4at a natural dry density of 3,S'IWR3, in accordance with the apipficatiLn instructions SW P1ra! with tinePadua, U S GitEENFUER L L C - INS735 a I1`674S for use with wet or dry apOkalron.. 116765LD and IFio77040 are tO.ba used For dry application only. sti , Floor, Sprayed* - As on atMm ste to Sstes and Siankees (Item 5) and loci 3A - e-Nrsy applied oenufose instrioe" material. The fiber is with wow to interior au host pet vinth the i petcatwn Insmicibpns s rpptiSd vAth dna product. A. )led to cmnlrirbely fill the anclowd tavity. Afielmuin dry density 4 4.3 pounds per gdw ft. NV -WOOL CO SK - Cellulose Insulation 5'C, Fiber, Sprayed* - As an alternate to watts and Slankets (Item S) • Sway ,Ic sect OWIUIOM kraal: The fiber Is applied with water to completely fill Me errndosod cavity in atcordaoca with the a bofi tairtnictionasupolurd with the product. The minimurn dry dexnsity shall be 4.30 IbVfO. INTLINATZONAL CELLULOSE CORP - Cefbu-nL a. I,sadl8attsn Sthips -.For flea hNlth Ekem 48 - (liar Sbexvn) •lead thattan. strips. rYgltsed etirY3 vaatit �smT$ oi. hsxd barsied gI mstsf wallboard (Loam 4A) and options! remaining Sir d Mdadaro. Stnpa min 1.1/2 ln. spas im R tang a ties ttnli'knass d 0,12s in.a placed on tlu masrlOr' face of studs and attached from dIo #tom° fate of the t xi with taro 1 m. tong Type 5.32 pan need aced seresysd tree at the enp d the stop srd o to at tlrp tiatarn od din flips teed fyatte n atrfeYs to haw! a lnaity of 99.9Ya meeNing tfta rniMral tp@NtlKation t3Q L• 201f, krratle "C 6P. Lad DiMa of Tabs - (Plot Stionwn) • Used in Nadu of or in addition to the lead batten strips (Itsrm 6) or optI knot at Other ldcaeons . Vex 314 in. loam by max 0.125 to, thick lead discs compression limed or adhered over steel screw. heads or max 112 In. tip 1.1/4 tn. by max OA25 In. thick lead tabs Placed on gypsum boards (Item 5) Underneath screw Floes p or to the irateltiaon of the stsiews. Laid discs or tabs to notes purity of 99.9% meeting the Fldral svodfristoo QQ-L•2tnif, Grade "C". 68, Load linen Strips - (Not Shown, for sae with item 4D) L04 batten:alias; 2 to, wide, max 10 ft long with a max thiclplats of 0. L40 to. Stri pa placed on the fate or studs and aftchadl to dose stud with two min, l in. tong min. Type S-8 pan head steal me", tine at the top of tho stop andanarittkobodolm, of the strip or with one mindin, long mm. Type 5-e pan head steal ectaw at rho hip Of the $trip, Lit flatten sttwato have a panty of 99.S% honing the Federal Specification <iQ L-2oilf, Gradr3 "a, C or D", Lose limn apriM rain and behind vertical plats of lead backed gypsum welilboard and notional at remrahlop stud locations: 6C. Used Dims - (fiat Showyi,. for use with tram, 4O) Mail 5116 in, dram by max:d.L40 in, thick lead discs corporation fitted at adhered over steel screw heads, toad dim to have a purity or W5% anaodrg, #ta Federal Specification QQ-L- 20A Grades "8, C or D'. a Indicates mach prodoctm Shall ►eartbe UL orcut. CortiRcatlee Mork for juridktbae amplsybg *a UL er eM Cerlifkatiah (surly as Cenadel respectively. all 20t$-D@ .31 The appearance of a canparry's name or product in this daes tatim doOgr in itself apsxo thin: a d kWitId have bow manufactured under UL's Fallow-U Stritice= Only tkma ,OMidew beanno the UL Milk should be eonsb red m begifted sad ovens read under Ul:s Follow -Up 'Serv€ce.Alwayskob for the hlafkonthe Product . lA permits the reproduction or the mat*FWI In the 4krhna Ca fification Diroodry WOO In loft following tooditions: 1. The Guide 1Mgrfsmtton, Assemblies, constructions, rgms Sys ardfod cortifseavons (files) mutt to wewftd to their etntfnsty and m a non- e moo pc: with" any manipulavon.of the data or drawings). 2. The statement "Minted from ehe ®nhfre Certifi tom; Directory with permission from UL' must appear adjacent to dhe extracted material. In addition, the reprinted matered mua-h idUck! a ca 0dill't notice in One following format ',AI 2016 UL LLC". UL SYSTEM NO. U438 Design No. U905 March 11, 2016 Design No. U425 f, Building Un ft* - (Not Shown) - 3 in, thick 18 x 24 in. cellular glass blocks, applied to the7 flowing Wall Rating - 2 HR. gypsum Sheathing (Item 5) with PC 88 adhesive or fastened with F anchors spaced a maximum 24 NonbrMng Wall Rating - 2 HR tm OC. F anchors fastened to framing members with 1.1/4 In. king 06 drywalf screws - February 22, 2U12 This design was evaluated using a load design method otherthm the limit States Design Method (e.g., Wonting stress Design Method). For Juresdictfons employeng the Limit Starves Design Method, such as Canada, stood restriction factor shall be used - see PITTSBURGH CORNING CORP _-Type FoarnGlas Guide Rxuy or RXUYI (For Exterior Walls, Ratings Applicable * Lndlcat.s such product. shall boar the ULor cUL Certification Mark for jurtedictioea employing the UL or cUL Certification (such as Canada), respectively. 6, Fasteners - (Not Shown) -- Screws used to attach wallboard to studs: sell' -tapping buglehead Sheet steel type, For Exposure To Fire On Interior Face Only, spaced 12 in. O,C. First toyer Type S-12 by I In. long for 1/2 and 5/8 in, thick wallboards and 1-1/4 in. long for 314 in, r - . -.. _- __._ .__-. _ -. — ,_,•,,, _,,,- -,,- _,. _.-. -.".- — thick wallboard. Second layer Type S-.t2 by I -S/8 In. tong to r 112 and 5/15 In, thick wallboards and 1-1/4 in, long for 3/4 (Sege Items 4 and 5) in, thick Wallboard, Third IaVer TVpe 5-12 by 1.7/8 In. long. �,-.. ...,_.., I=,; F or-� -- -° p�..l ti Jc.0 7•St8"MIN. 7, Batts and Blankets* -- placed in Stud Cavttle6 of all exterior walls. May or may not be used In Interior wells, Any glass f, Jf ; � a , l t • • + � ,�.Bearing Wall Rating - as Mtn, i, 1-YJ2 or 2 HR fiber or mirnardl wt7oi haft matlrriai t eating tine UL Classification l4arking as to Fire Resistance, of a th'Icklyass to completely ° p . ... y h,, • / r °• _�L _ 7fill stud cavity. 0 (See Items 2 and 4) + 4 ¢ tt0riz0ntOl Section See batte MW Btadnk eta* (BZ)Z) Category for names of Classified companies. n6 1�J Load Restricted for Canadian Applications - Sae Guide BXUV7 7A.. Plbear, dlPneyepd► -- As an BNortrate to.Batts and Blankets (item 7) -- Spray applied cellutade material, Tha'fibei• is 1. Concrete el«its* -Various designs. Classification o-2 (2 hr). applied With water to Completely fill the enclosed cavity to accordance with the application Instructions supplied with the sae CrmeSete Rocico category for list of eligible manufacturers, product. Nominal dry density of 3.0 WO. At4ernate applcation method: The filler is applied with U.S, Greenfiber LLC TypeINTERI2 Mortar -Blocks laid In full bed of mortar, ream 3/S In. thick of not less than 2-1/4 and not more than 3-]12 parts of WALL A0100 hot malt adhesive at a nominal raho of one part adhesive t0 e.6 parts fiber to completely flit the Enclosed cavity in clean sharp sand to 1 prt Portland cement (proportioned by volume) and not more than 30 percent hydrated Isms (by accordance with the application instructions supplied with the product. Nominal dry density of 2.S Ib/0, cement vokimo} vertrul Joints staggered. 3, Poreand Cement Stuccoor Gypsum Plrtar - Add 112 hr to classification If used. Where combustible members are U S GREENPIBER L L C --• C4C0062 Stabiined or Cocoon-FRM (Fire Railed Material) framed In wall, piaster or stucco must be applied on the face oppositefrarrng to achieve a max. Classification of 1-1/2 hr. Attached to concrete docks (Item 1). 4. Loose Masonry RE - If at care spaces are filled w th loose dry expanded slag, expanded day or shale (Rotary Kiln - - I I ------- - - . P 7B. Fiber, Sprayed* - As an alternate to Item 7 and 7A -- Spray applied cellulose materiaf,'The fiber is applied with proses:), w nt.r repellent yerMcuseo r use cry an insulation, or silicone treated pe llh loose fill Insulation add 2 hr to x6:, ," rr-,air.. '.-,,,%.,. .i.'- --:':, is -.,,t" w .r. ,, v, ,, " '.:a:.� r, ,,�,�•.,.rn. dassifketbn. r r; ,. ^. € 4"""' � ^.. r •. i • �° .'► •1 ;v y t 7 •,1,� ti 46' water to lwmpieteiy fill the encased cavity in accordance with file application mstn7ltlorls suppled with the product. - , Nominal Ory density of 4.58 lb/ft3. 5. Foamed Plastic* - (Optional -Not Shown) - 1-1/2 in. thick max, 4 R w ide sheathing attached to concrete blocks (Hem 1). ATLAS ROOFING CORP-'ensrgy5hNld Pro Wall Insulation" sod 'EnergyShrdd Pro 2 Wall Insulation' NU -WOOL CO MC - Cellulose 11ASU1 0A CARLISLE COATINGS a WATERPROOFING INC - Type R2 a sheath I 0 W_ ,-/ �_R - : ,. I " , .• x ,• � ,.� ,, 4. a is .., 7G. peEberr Sprayed+ - As an altemoter to Batts and Blankets (Item 7) - Spray applied cellulose fiber. 'rho fiber is applied t With water tu torn letei fill the enclosed Ca in accordance with the lication Instruuctio is su plied with the roduct.'s' _ • ' '.• k -1: ••" '•w. 'rCompletely WLtY application p P FIRESTONE BUILDING PRODUCTS CO L L C-'Enverge'- CI Foil Exterior wall Insulation' and-Enverga'- cI Glats 50 The minimum dry density shah be 430 tbs/ftS: Errs vwdl Inwranon' INTERNATIONAL CELLULOSE CORP -•• Celbar-•RL HUNTER PANELS - Types XU-Class A, xtl 286 �Ft��y .�he S. Joint Tape and Compound - (Not Shawn) - Vinyl or Catsoln,. dry o' premixed joint compound applied in two: coats to RMAX OPERATING L L C-'TSx•B500", 'n)(4510%"nMrnraehesm-XP','ECOMAXti",'thernashooth,r, HORIZONTAL 31 Bl t 'f" A i ' f► "J+ ►t B! joints and screw heads of outer layer, perforated paper tape, 2 in, wide, embedded in first layer of compound over all 'Dureshwni-r B'�'w R O AL i wF3l[ ,)dints of outer layer. 9, Furring Channsfe - (Optional, not shown, for single air double layer systems) - Resilient furntng channels taoricatad THE DOW CHEMICAL CO -• Types Tnermex Skoething, Thrpax light Duty ansulatsan, Thermax Heavy Duty haumewn. g Tnrmax Neat awWtng Board, Tbrnox W htt* Fink h b*okttion, Themes d Extrlar InsuWOon, Thrmax XARMOR d EXTERIOR from min 25 MSG Corrosion -protected Steel, spaced verticaky a max of 24 in. OC. Flange portion attached to Oath ExONtc,r Insulation, Thomas D4 Insulation, Thermax Plus user Pir d, Tbrmax HaVy Duty Fetus (HOP) and TUFF+-R w cl A entersacctng stud with 1/2 In. long Type S-12 steel screw , Insulation 10. Foamed Plastic• - Not Shown -For use with brick venter as outlined in Item SA - Mar;0mum 2 In, thick rigid �w S polystyrene insulation attached to studs with fastoners of Sufficient length to penetrate the foam and 3/16 ki. into the boa ds, ear .links 4 As r aitanxea to ttenn s,R 3n. 1•in d kit pr>tTisotyanurata compwto roamed gleans msuweion�(Jifu► boards, realm. 4e by 48 or 96 In. stud. A minimum 1 in. air space is t0 toll maintained betwettn the cuter surface Or this foamed plastic.antl the Inner Surface of the brick veneer. RMAX OPERATING L L C-'Tnem,ashoath•sr,'EcoBASEcr°, -Mom $ 4r' ) I 10 1@ �) . 71-3W ,- t a , - • a , ,, ". - • .' ,. t , * . > ,:..-.. .••e .,. . 4 . ,...�;,., a . , OWE° CORNING SPECIALTY aI FOAM PRODUCTS - - - * Indicates auch pro dacta shall boar the UL or cUl der!€lication Nark for jurisdctioro employirp tta Ul or cUl CertNiutlon Ar (ouch as Canada), respectively. ioA. Mortar Drop Protection -- (Optional, Not shown) foamed plastic with mortar control device attached; continuous, V\/\ \/V by drainage holes at bottom of air space behind brick veneer. oe 2016-03.11 The appearance of a Company's news r product in th s dstabess does not in ftaad oewro that products So Identified have bar manufactured undr UL's Follow-up Serwlce. Only those products bearing the UL Mork should be considered to be Coddled and co.o ed under UV2 Folldn-Up rililOWENS CORNINGl. SPECIALTY & FOAM PRODUCTS - WeepGuard service, Alva is look for the Marti on the product. 04wxitilor� FAA � "fr"01� + * UL Permits the reproduction of the instartai contained in the Online Certification Directory subject to the following co drdorw 1. The Guido Information, Assemblies, Consbvcliat., De*4 s, Syhdoms, and/or Certifications (fire) must be presented in their entirety and in a non- }a�y.� +� a /aka �* { ai/��* 10B, Foamed Plastic* -•" Poiyisocyarwrate foamed: plastic Ii�:daticin boards, any thickness,, Classified in accordance with "0004dkfg manner, without pay maivpuWOP of the date (ordranmos), 2, The Raton"t'lk"nnteA From 1M 0"" crefhaeons Directory with `+�+r' IN i �EMOR / IRE % SWE • prmtsebn from UL' most appear adjacent to the extracted material. tn addition, the nprtr+ad rtatpnpl must Include a copyright notice in dint l BRVX and / or CCVYi. May be cased with arty exterior facing shown Under items 5a, 5c, Sal tins 5e. following former: -0 Z016 UL LLC, THE DOW CHEMICAL CO - Type Theirmax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty insulation,. Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci exterior Insulation, Thermax IH Insulation, HORIZONTAL SECTION Thermax Plus liner Panel and Thermaii Heavy Duty Plus (HOP) 11, Comentitloa8 Backer Unite'► - (Optional Item Not Shown - For Use On Face Of 1 Hr Or 2 H.r Systems With All M 15 U L SYSTEM N O. U 905 Standard Items Required) - 1/2 in., WIll in., 314 in. or I In, this k, min, 32 in. wide.- Applied veeeticalty or horizontaally with vartic:11.1oints centered over studs. Fastened to studs and runners with cement board screws of adequate length to Penetrate, stud by minimum of 3/8 in. for steal framing members .spaced a max of 8 1n. OC. When 4 ft. wide boards are 1. Steal Floor and Celfing T•racats - (Not Shawn) --- Top and bottom tracks of wall assemblies shall consist of steel used, hpt'itor" jatnts need not be backed by frarn". 2-Hr System - Applied vertically with votbcal joints careered over t+ members, min No. 20 MSG (0.0329 in., min bare metal thickness) steel or min No. 20 GSG (0.036 In, thick) gaiv steel or studs, face layer fastened over gypsum Ward to studs and npnnors with cement Hoard screws of adequate length to NO SCALE No. 20 MSG (0.033 in, thick) primed steel, that provide a sound structural connection between steel studs, and t0 adjacent penetrate stud by a minimum of 319 in, for del framing membem, and a•nnlnimual of 3/4 in. for wood framing Members assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced spaced a max af'8 in. OC. not greater than 24 In. O.C. NATIONAL GYPSUM 00 _- Type 'Por maBase 2. Steel Studs - Min 3-1/2 in. wide, No. 20 MSG (0,0329 in., min bare metal thickness) corrosion protected told formed steel studs designed In accordance with the current edition of the Spectfication far the Design of Cold -Formed Steel Structural Members by the American Iron and Steels Institute. Ali design details enhancing the structural integrity of the *Bearing the UL Classification Mark wail assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or Design No. U455 producer, and shall meet the requirements of all applicable local code agencies. The max stud spacing of wall assemblies Last rd on 2U12 02 22 august 31, 2015 shall not exceed 24 in. OC (or 16 in. OC when Item 5b is used), Studs attached to floor and ceiling tracks with 1/2 In. long Type S-12 steel screws on both sides of studs or by welded or batted connections designed in accordance with the ATSI _.- _ - - -.-.. .-.-_..- ___.__- . ........ m- _--,-,-­ , „... •• _ , .. Nonbearing wail Rau 9 HR. specifications. V 2G32 UL LLC Rating - * indicates such Products shall bee the ULor cUL Ca•tifrcati n Mark for jurisdictions omploying the UL r cUL Carti BcaSon (much When the UL Leaf Mark Is on the, product, Or when the word 'Environment' Is Included in the UL Mark, please. search told UJI.Erighnnimentda as Canada), respectively, 3. Lateral Support Members - (Nat shown) - Where required for lateral support of studs, support may be provided by for: additional information regarding this product's renification. means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. + I rg I The appearance of a company's name or product in this database does not in itself assure that products so identified have ixdafi manufactured 4. Gypsum Board* - Gypsum board bearing the UL Classification Marking as to Fire Resistance. Applied vertically with under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered tinder UL's Follow>Up joints between layers staggered. (Suter layer of 3 layer construction may be applied horizontally unless Specified below. Service. Always took,for the nark on oho product. l The thickness and number Of layers and percent of design load for the 45 min, 1 hr, 1-1/2 hr and 2 hr ratings are as �_v ' 1, , - -- , q~ -� 1i Y} cx r1 follows: UL pormirrit O e reproduction of the material contained In the Online Codification Directory subject to the following conditions: 1. The Guide . " �' j ,`�<-7-� x.. : ar..r:xi.: ":. ... �r r- �;,f,,. ca)( , information, Deakins erector tlattngs (tires) must bB presented in their entirety Aral In Dion -misleading manner, without any manipulation of the y c �r +k s/f} : 1" . k' data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the ,F / .'i% � 1' . \, %.. . Interior Walls extracted mateetal, in addition, the reprinted material must include a copyright notice in the folkfwing format: "tin 2012 UL LLC", i j •�i.•rE p Rating Wallboard Protection Both Sides of wall - No, of Layers Ba Thkns of Board In. Each Layers % of Design Load 45 min *1 layer, 1/2 In. thick 100 I hr *1 layer, 5/8 in, thick 100 1-1/2 hr *2 layers, 1/2 In. thick 100 2 hr *2 layers, 5/8 In. thick or 80 _ _ *3 layers, 1/2 in. thick 100 *2 layers, 3/4 in. thick 100 *Ratings applicable to assemblies serving as exterior walls where Classified fire resistive gypsum sheathing type wallboard is substituted on the exterior face. Exterior Walls Rating Wallboard Protection on Interior Side of Wall - No. of Layers & Thkns of Board to. Each Layers % of Design Load 45 min 1 layer, 5/8 In, thick 100 I hr 2 layers, 1/2 in, thick 100 1-1/2 hr 2 layers, 5/8 in. thick 100 2 hr 3 layers, 112 in, thick 100 2 layers, 3/4 in. thick too Any 112 in. thick UL Classified Gypsum Board that is eligible for use in Design No. XS1S. Any 5/8 in. thick UL Classified Gypsum Board that Is eligible for use in Design Nos, LSOI, G512 or U305. See Gypsum Board (CKNX) Category, for names of Classified companies of 1/2 in. or 5/8 im thick wallboard. See below for Classified Companies of 314 in. thick wallboard. 4A. Gypsum Board - Nom. 314 In. gypsum board bearing the UL Classification Marking as to Fire Resistance. Applied vertically with joints between layers staggered. The thickness and number of layers and percent of design load for the 2 hr ratings are shown In the table above. ACADIA DRYWALL SUPPLIES LTD - Type X CGC INC - Types AR, IP-AR, IP-X3, or ULTRACODE UNITED STATES GYPSUM CO - Types AR, IP-AR, IP-X3, or ULTRACODE USG MEXICO S A DE C V - Types AR, IP-AR, IP-X3, or ULTRAMIDE 4B. Gypsum Board* - As an alternate to Item 4 - Nom. 5/6 in, thick gypsum panels, with square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. long bugle head steel screws spaced a max 8 In. OC, with last 2 screws 3/4 In. and 4 in. from each edge of board, Horizontal joints reed not be backed by steel framing. Horizontal edge Joints and horizontal butt joints on opposite sides of studs on interior wallas need not be staggered. Horzontad edge joints and horizontal butt joints In adjacent layers on interior wails (mutt€layer systemS) staggered a min of 12 in. TEMPLE -INLAND - GreenG)ass Type X NATIONAL GYPSUM CO - Type FSW-6. 4C. Gypsum Board* - (As an alternate to Items 4 and 4A) - 518 in. thick,, 4 ft. wide, paper surfaced applied vertically only and secured as described In Item 6. CERTAINTEED GYPSUM INC Type SkentfX NATIONAL GYPSUM CO - Sound8reak XP Type X Gypsum Board TEMPLE -INLAND - type X ComfortGuard Sound Deadening Gypsum Board. 4D^ Wall and Partition Facings and Accessories* - (As an alternate to Items 4 through 48) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4, SERIOUS ENERGY INC - Types QuletRock ES, QuletRock 527, S. Gypsum Sheathing - For exterior walls, 1/2 or 518 in. thick Classified or unclassified exterior gypsum sheathing applied vertically and attitched to studs and runner tracks with 1 in. long Type $-12 bugle head screws spaced 12 In. OC. along studs and tracks. One of the following exterior facings are to be applied over the gypsum sheathing, a. Siding, Brick, or Stucco - Aluminum Siding, steel siding, brick veneer, or stucco attached to studs over gypsum sheathing and meeting the requirements of local code agencies, When a min 3- 3/4 Im thick brick veneer facing is used, the Exterior Wall Rating is applicable with exposure on either face. brick veneer wall attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick, When a min 3-3/4 in. thick brick veneer facing is used, Foamed Plastic (Item 10) may be used. b, Cari entdtious Backer Units* - 112 or 5/8 in. thick, square edge boards, attached to steel studs over gypsum sheathing with 1-5J8 in. long, Type S-12, corrosion resistant, water head steel screws, spaced 8 tn, OC, Studs spaced a max of 16 in. OC. Joints covered with glass fiber mesh tape. UNITED STATES GYPSUM CO -- Durock Exterior Cement Hoard or Durock Brand Cement Board. c. Fiber -Cement Siding - Fiber -cement exterior sidings Including smooth and patterned panel or lap siding, d, Molded Plastic* - Solid vinyl siding mechanically secured to framing members in accordance with manufacturer's recommended installation details. AL.SIDE, DIV OF ASSOCIATED MATERIALS INC MEBRASKA PLASiTICS INC e. Wood Structural Panel or Lap Siding - APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces and structural wood come, per PS I or APA Standard PRP-108, including textured, rough sawn, medium density overiev, brushed, grooved and lap siding. A9 UL SYSTEM NO. U425 NO SCALE .. - ... :..,..a,... r tn!: '`" - -_,tit.•. . _,, - ..,.�,se•rb.1r•:-:;.-r..-, .,.air.:.. ....,.-._ ,.r'*. I 6 3 . 1. Studs - Channal-shaped, 3-1/21n wido by 1-1/4 In. coop with 5/16 rn. folded back return flange legs. Fabricated from No, 20 MSG ally steel. Max stud spacing 24 in OC, Studsto be cut 1 In, less than assembly height, 2, Floor and Cohling Runners (Not Shown) - Channel -shaped runners, 3.1/2 in. w lde by 1.1/4 rn deep, fabricated from No. 20 MSG gals steel. Attached to floor and calling with fasteners, 24 In. OC, max, 3. Reaaient Channel - 25 MSG gab steel resilient channels spaced vartiully max 24 in. OC, flange portion attached to each intersecting stud with l/21n kmg Type $-12 pan head stool straws. 3A Steel Framing Members (Not Shown)* -As an alternata to Item 3, furring channels and resilient sound Isolation dip as described below i e Funi ng Chamois - Formed of No. 25 MSG gov steel, 2.9/16 in, or 2-23/32 in wide by 7/9 In. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of acloining ehannals am overlapped 6 in. and tied together with double strand of No. 18 SWG gale steel wire Mar each and of overlap. As an alternate, ends of adjoining channels may be overlapped 6 In, and secured together with two Self -tapping 46 framing screws, min, 7/16 In, long at the mldpmnt of the Overlap, with One Screw on each flange of the channel, b, Steel Framing Mamben* - used to attach furring channels (jam a) to studs (Item 1). a" zpaaad 48 in, OC., and secured to studs with 1-5/8 in, wafer or hex head Type S steel screw through the co nta•grommet. Fumng channels are friction fitted Into clips. , RSK•L clip for use With 2.9116 In. wide furring channels. FISIC-1 (2.75) clip for use with 2-23/32 tn, wilde furring channels. PAC INTERNATIONAL L L C - Type RSIC-1, RSIC-1 (2.75). 36 steel Framing Maeabora - (Optional, Not Shown)* - Furring channels and resilient sound Isolation clip as described below) a. Purring CNmrok - Formed of No. 25 MSG gals steel. Spurted 24 in. OC is"ridicularto cads. Channels Secured to studs as described in Item b. Ends of adlial tg chant overlapped 6 in. and secured together with four%*N-tapping No, SXI12 Self Drilling screws (2 per side L in. and 4 im from overlap edge), Gypau m board attached to furling channels as described in Item 5, Side joint fulling channels Shall be attached to studs with RES"OUNT Sound Isola" Clips - Type A237R located approximately 2 in. from each end of length of channel. Both Gypsum Stands at like jokrta fastened Into channat with screws spaced 8 In. OC, approximately 112 In. from joint edge. b, Steel Framing Memboro* - Raesff ant sound isolation clip used to attach furling Channels (Item 38a) to studs. Clips spaced 24 in. OC., and secured bo studs with No. 10 X 2-1/2 In. coarse drywall straw through the center hole. Furring channels are friction Rued Into clips^ STUOCO BU2LDINO SYSTEMS - RESAMOUNT ;round Isolation Clips - Type A237R 4, Batts and tale nkotw - Plated to fill Intarfor of stud cavity, 3 In. min thickness. ROXUL INC - Type AFS THERMAPISER INC - Type SAFE, S. Gypsum Board - 112 in. thick„ 4 ft wide. Attached to resilient or furring chanmals, bus* layer with 1 in. Type S sbN screws spaced 24 1n. OC, face layer with 1.$18 in. Typo S wrowes spaced 12 in. OC. Wallboard on direct attached rude first layer attached lxo studs With 1 in, Type S-12 steel screw$ Spaced 24 tn, OC, Second layer' attached to studs with 1-SI8 In, Type S-12 steel screw. spaced 24 in. OC. Third layer attached to studs with 2.11410, Typo Si-12 at" screws spaced 12 In. OC. wallboard joints oriented vertically, located over Studs timid ~ between layers. ACADIA DRYWALL SUPPLIES, LTD - Type C. AMERICAN GYPSUM CO - Type AG-C. CERTAINTEED GYPSUM INC - Type C. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC-C/A. GEORGIA-PACIFIC GYPSUM L L C - Types 5, OAK, TG-C. NATIONAL GYPSUM CO - Types eXP-C, FSK-C, FSW-C, FSHR-C, PABCO BUILDING PRODUCTS L L C, DSA PABCO GYPSUM - Typa PG-C, PANEL R EY S A - Type PRC THAI GYPrSU14 PRODUCTS PCL - Type C. $A. Gypsum Board (as an alternate to Item S) - 1/2 in. thick, 4 /t wide. Attached to resilient channels, base layer with 1 in. Type S steel scram spaced 24 in. OC, face Isyor with I.6/S in. Type S screws spaced 12 in OC, Wallboard on direct attached side first layer attached to studs with 1 In. Type S-12 steal scrwrs spaced 24 In. OC:. Second layer attached to studs with I -SIB In. Type S-12 $Mel scram spaced 24 In, OC. Third layer attached to studs with 2-1/4 In, Typo 5-i2 steel screws spaced 12 In OC. Wallboard joints oriented vortican y, located over studs and offrt between lasers. As an option, the watboaw joints rear be oriented honcontslly on rho resilient ehonner side. dints shell be located over resilient channels with butt pens located over studs with all Joints offset between layers. cidc INC - Tyfur C, L%X2• IPC-AR, WRC, UNITED STATUS GYPSUM CO - Types C, IP-X2,. %PC•AR, WRC. USG aORAL ZA W AW I DRYWALL L L C SFZ - Type C USO MEXICO B A of C V - Type$ C. 1F, XZ, IPC-AR- WRC, IS. Gypsum Boadr -. (As an oltanat. to Item 5, 5A) - 5/0 in. Mick. brstaped as described In item e. NATIONAL GYPSUM CO - Typo PSMR-C. 6, Joint Tape and Compound - vinyl', dry or premixed joint compound, applied to taants red sawn hisph; paper tape, 2 In, wide, embedded In first lover of compound over as joints. As an alarmists, ndm 3/12 in. thick gypsum "Meer plaster in" be applied to the entlre various of Classified vasear baseboard. ldnbs reudorcod. 7. Ceuhkbtg and S"Iant$* - (Optional, net shown) - A Goad of acoustical seelent applied .round the pension Winslow, for soensd control. UNITED STATES QYPYUM CO - Type Air. 0, wan and of rttlon Feelings and AeeosserMs* - (Optional, Rot shovm) - Nominal Ill m. ehld3 , 4 ft wide panels, fear Optional 0*6 r an additional layer an 6" or bone WdoS of the assembly. Panels attached In accordance with mrouucturie's recommendations. When the QR•600 or qR-s10 paned is wstail d between Me steel Too mlog and the kaL LTos ldhor gypsum board,the nagvin ed UL CoeWted gypsum board layar(s) is/re to be Installed as Indicatd as to retainer type and spacing, oxcopt that the regWSWj fasftw length shag be lacreatiod by a mor"Imnm of 112 In. Not evaluated or Intended as a wbWtuto for the swqulrod fovertsi of UL Cl7e"MW Gypsum mend:. PASCO BUILDING PRODUCTS L L Cr OaA PASCO GYPSUM .- Type Quhetbek QR-$00 and QR-SW * Indicates oucit ptaifucia shoo bear the UL or WL Certification Markfor jurhecactions employing the UL at cUL Certification (such as Canada), respectively'. LAUJUSIAM on 2013-00-31 The appearance of a comps ey's name or product in this database dam not to MW assure not products to Identified have bean manufactured under UVs Follow -Up service. Only those paducts passing Use UL Mull should be ocrosarod to be Cortlnad and covered under UL's follow-up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Cartacaeon Dtrectory sabjwt to the following condition: L Tice Guide Information, Assemblies, Constructions, Designs, systems, sod/or connotations (file) must be presented in tier entirety and In a non. mhteaeng manner, without any maMpufaton of the data (r drawings). 2. The statement 'Reprinted from tim Online Certifications OFmchsry won permission from UV must appear adwant to the extracted material. In addition, We reprinted material must include a copyright name in the following format: 'G 2016 UL LLC'. A15 I UL SYSTEM NO. U455 NO SCALE EAL &711, I' 1-., ,..e ft n Zephyrhills ED EXPANSION & ORTHO RENOVATION unton A R C H I T E C T S 4.15r16 CONSTRUCTION DOCUMENTS 5016 ADDENDUM NO. I 1 L RATED ASSEMBLIES as WALL ND PARTITION ROJ. NO. H-15021.00 SHEET RAWN DMC � �� A053mmooloomommommill %_.`I`_%_.0J1_`1%...� I — 1 . 2 . 3 . q . 5 €. 6 0 / 0 8 III:,i 0 -1 U 0 11 ■ I 0 1J m I,i e 1:) s iLi s I s I as rasonbrady.com Lic4V } Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntense AAC001744 _- ,. ■.rt'•r> --... fs - �_.�raeie ra: s r$.� _ - i r �i.� . I . .. I- `�. � - J � � n 1I.. n � I, �sllea� ■ �? ■ 3 ■ 4 ■ C> ■ v ■ a' ■ Ei ■ r ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 1€.3 ■ 19 ■ 20 P ■ N ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A Design No. U411 Design No. U411 (CONT.) Design NO. U411 (CONT.) July 17, 2015 2D. Framing Members*-- Steel Studs - As an alternate to Item 2 - For use with Item D, channel shaped P studs, min 2-1/2 in. wide fabricated from min 0,018'In. thick gaiv steel, spaced a max of 24 In, OC. Studs to Nonlpearing Wall Rating -� 2 MR. be cut 3J4 in. less than assembly height. 4C. Gypsum Board* _ (A5 an alternate to Items 4, 4A and 48) — Two layers of 5}8 in. thick gypsum beard y , applied horizontally or vertically, inner layer attached to studs with No, 6 by I In, long Type S bugle head * Indicates such products edsail bear cite UL or cUL Corkificatfert Mark 1101 jurisdictions employing the UL or cUt „� screws spaced 24 in. OC along the top and bottom tracks starting 2 in. and then 12 in. from the vertical edge. Certification o (such or Canada), respectively. TELLING INDUSTRIES L L C - TRUE -STUD inner layer screws spaced 24 in, OC along the studs, starting 2 in, and then 12 in, from the top and bottom of P if• the studs and starting .1-1/4 In. from the horizontal joints when installed horizontally. Outer layer attached to studs with 1-5/8 in. long Type S bugle head screws spaced 16 in. OC along the top and bottom tracks starting ■ 1-3/4 in, from the vertical edge. Outer layer screws spaced 16 in, OC along the studs, starting 1-3/4 in. and then 8 in. from the top and bottom of the studs and starting 1-1/4 in. and then 8 in. from the horizontal joints 2E. Framing Members*- Steel Studs - As an alternate to Item 2 - for use with Item 1E, channel shaped when installed horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides studs, min 2•1/2 in. wide fabricated from min 25 MSG steel, spaced a max of 24 in, OC. Studs to be. cut 314 of studs, Vertical joints in adjacent layers staggered one stud cavity. Horizontal joints need not be backed by in. less than assembly height. steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered, Horizontal .> ., edge joints and horizontal butt joints In adjacent layers staggered a min of 12 In. When KIRII (HONG IcNG LTD Type'KIRII rater layers are installed horizontally, vinyl or casein, dry or premixed joint compound shall be applied in two 1; coats to joints and screw heads of outer layer, Paper tape, nam 2 In. wide, embedded in first layer of P i ;**. compound over all joints of outer layer panels, Nor 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. 3oints reinforced. 2F Framing Members*--� Steel Studs --- As an alternate to Item 2 - For use with Item IG, channel shaped 6eOfI WA -PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP DO, DA„ DAPC, DGG, OS, GPFS6, LS, TG-C, Si T - Sheathing Type-x, Soffit -Type T X r n l . '• ° ' ,, ., :. :.: �� studs, min 2-1/2 in, deep, spaced a max of 24 In. OC. Studs to be cut 3 4 m. less than assemblyheight. Type x, Veneer waster Base -Typo x, water Rand Type X, sheet. I g ype . , so t ype ,Gee Gass Type °` ab p / g X e X ComfortGuard Sound DeadeningGypsum Board Type LWX, Veneer Plaster Base -Type LWX, Water <�. r 1 T. Rated -Type LWX, Sheathing Type-LWX, Soffit -type LWX, Type DGLW, Water' Rated -Type DGLW, Sheathing TELLING INDUSTRIES L L C -- Viper20 Type- DGLW Soffit -Type DGLW, Type LWZX, veneer Plaster Base - Type LW2X, water Rated -'type LW2X, ■ Sheathing Type LWZX, Soffit - Type LW2X, Type OGL2W, water Rated - Type DGL2W, Sheathing - Type oGL2wa ttt���111 2G, Framing Members*- Steel Studs - As an alternate to Item 2 -for use with Item 1, channel shaped 1. flow and Coifing Runner - (Not Shown) - Min, 25 MSG'galy steel, i in, return legs, 2-1/2 In, deep studs, Min 2-1/2 In, deep, formed of min 25 MSG gale steel max stud spacing 24 In. OC, Studs to be cut 3/4 * - attached to floor and ceill with fastener; 24 In. OC max. in, less than assembly height. sides Gypsum Beard (Not Shown) - (to to alternate a Item 4 when used as the base layer an one or both (min), fag Y g sides of wail. Far direct attachment only to steel studs Item 28) -Nam 5/8 in, thick lead backed gypsum panels with beveled, ,square or tapered edges, applied vertically. Vertical joints centered over studs and 1A, Framing Members*- Floor and Coiling Runners - (Not shaven) As an alternate to Item 1 For use ES METAL INC - EB Stud staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long C with Item 2A, channel shaped, min 271/2 in, deep, attached to floor and ceiling with fasteners 24 in. OC. max. IALLSTMlEL A IRYPSUM PRODUCTS INC - Type SUPREME Framing System 2H. Framing Members*- Steel Studs - As an alternate to Item 2 - For use with Item 1, channel shaped 4D) and optional at remaining stud locations. Required behind vertical joints, studs, Min 2-1/2 In. deep, formed of min 25 MSG gals steel max stud spacing 24 in. OC. Studs to be cut 3/4 SA, Lead Batten Strips - (Not. Shawn, for use with Item 4H) Lead batten strips, 2 In, wide; max 10 ft long CALIFORNIA EXPANDED METAL PRODUCTS CO -- Viper2D"" Track In. less than assembly height, with a max thickness of0:140 In, Strips placed on the face of studs and attached to the stud with two min, 1 ■ in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or OLMAR SUPPLY INC — PRIMESTUD with one min, i in, long min. Type S_a pan head steel screw at the top of the strip. Lead batten strips to have CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS D>C1f —Type SUPREME Framing System a purity of 99.5 meeting the Federal specification Q�Q-L-2£t1f, Grades "B, C or D". Lead batten strips required behind Vertical ,Joints of lead backed gypsum wallboard (;Item 6) and optional at remaining stud locations.. FramingiNemhef s* -Steal Studs As an alternate to Item 2 -Far use with Item IA (3-5 8 in, wide 6, Lead. Discs or Tabs - (Nat Shown, For Use With Item 4D) - Used in lieu of or in addition to the lead 21. Framing / batten strips (Item S) or optional at other locations - Max- 3/4 in, diam by max 0,125 In, thick lead discs MARINO/WARE, DIV OF WARE INDUSTRIES INC -- Viper20'1" Track track), channel Shaped studs, fabricated from min 25 MSG corrosion -protected steel, 1-1/4 in. wide by 3-5/8 compression fitted or adhered over steel screw heads or max 112 in. by 1-1/4 In. by max 0.125 In. thick lead N in, deep, spaced a max of 24 In. OC. Studs to be cut 3/8 to 3/41n, less than assembly height, tabs placed an gypsum boards (Item 4D) underneath screw locations prior to the irrstailation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C", PHILLIPS MFG CO L L C — V per20' Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — StudRitelm 6A. Lead Oiscs -- (Not Shown, for use with Item 4H) Max 5/16 in. diam by max0,140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of ".5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". QUAIL RUN BUILDING MATERIALS INC - Type SUPREME Framing System 3, Batts and Blankets* - (Optional) - Mineral wool or glass fiber batts partially or completely filling stud 7. Mineral and Fifer Board* — (OptionalL Not shown) — For optional use as an additional layer on one side ■ cavity of wall. {Nor 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to studs and floor and ceiling runners with 1-5/8 In. long Type S steel screws, spaced 12 in. OC. The required UL See Batts wind Blankets II212 Category for names of manufacturers, Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except rY that the required fastener length shall be Increased by a minimum of 1/2 In. Not evaluated or intended as a SCAFC0 STEEL STUD MANUFACTURING CO -- Type SUPREME Framing System substitute for the required layers) of UL +Classified Gypsum Board. 3A, Fiber, Sprayed* - AS an alternate to Batts and Blankets (item 3) - (100ryo Borate Formulation) - Spray applied cellulose material. The fiber Is applied with water to completely fill the enclosed cavity in accordance HOMASOTE CO - Homasote 7Vpe 440-32 Design No. W 415 STEEL Cf NII:TRUCTION SYSTEMS INC — Type SUPREME Framing System with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3, Alternate M Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 Ib/ft3, in 8. Furring Channels — (Optional, not shown- not for use with Items 40, 4H 41, or 4N) — Resilient furring April 08, 2015 accordance with the application instructions supplied with the product, channels fabricated from min 25 MSG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange UNITED METAL PRODUCT'S INC — Type SUPREME Framing System portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Assembly Rating i h U S GREENFIIfER L L C - INS735 & IfJS745 for use with wet or dry application.. INS76SLD and INS770LD are 3f g - 8A. Framing Members* — (Optional on one or both sides, not shown - not for use with Items 4D, 4H, 4), or to be used far dry application only. 4N) — As an alternate to Item 8, furring channels and Steel Framing Members as described below: ■ 18. Floor and Collies Runtaeits - (Plot shown) -For use with .Item 28- Channel shaped, fabricated from min a. Furring Channels Formed of No, 25 MSG gaiv steel, 2.9/16 in. or 2-23/32 In. wide l ; ' by 718 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs r 20 MSG cot'rttsion-protected or gaiv steel, min width to accommodate stud size, with min 1 in, long lags, 3i3. Fiber, Sprayed* _- As an alternate to Batts and Blankets (item 3) and Item 3A -Spray applied Cellulose as described in Item b, r attached to floor and ceiling With fasteners spatd max 24 in. GIG. Insulation material. The fiber Is applied with water to Interior surfaces In accordance with the application f ? ' *— density f b• Steal Framing Mesfnberer* —Used to attach furring channels (Item 8Aa) to studs. I I.C. Framing Memibem Floor and Cemng Runners -- (Not shown) — As an alternate to Item 1 For use instructions supplied with the product, Applied to completely fill the enclosed cavity, Minimum dry de s ty o Clips spaced max. 48 in. OC. RSIC-I and RSIC-1 (2.75) clips secured to studs with No. 8 with Item 2C, channel shaped, min 2.1/2 In. wide fabricated from min 0.015 In, thick gaiv steel, attached to 4.3 pounds per cubic ft. x 1-1/2 In. minimum self -drilling, S-12 steel screw through the center grommet. RSIC-V / floor and ceiling with fasteners 24 in. OC. max. and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 In. minimum self -drilling, S- L r f NU -WOOL CO INC — Cellulose Insulation 12 steel screw through the center hole. Furring channels are friction fitted Into clips. CLAIlitDl RICi'i BUILDING SYSTEMS -- CD ProTRAK RSIC-1 and RSIC-V clips for use with 2-9/16 in, wide furring channels. RSIC-1 (2.75) and Rsic �, • V (2.75) clips for use with 2-23132 in. wide furring channels, ." " —", •«. ,~..-.�—�-y - ' + PAC IMURNAnONAL INC --- Types RSIC• , RSIC-V, RSIC-1 (2.75), RSIC-V (2,75), t1MFC L I C - ProTRAK 3C. Fiber, .Sprayed* '- As an alternate to Batts and Blankets (Item 3) . Spray applied cellulose fiber. The r .. ..,�..,.,v- �• . �— ^ x---.�.. , - :. fiber is applied with water to completely fill the enclosed cavity In accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 Its O. , ■ Indicates such products shall bear the UL or tUL Ceridi'ication Mark for jurisdictions employing the UL or +CUL MBA METAL FRANKING — ProTRAK INTERNATIONAL CELLULOSE CORP - Celbar-RL Ceirtification (such as Canada), respeallvely, 4. Gypsum Board* - 5/8 in, thick, outer layer paper, glass mat or vinyl surfaced, ,(Laminated System) (P 2015 UL LLc last IILWALgA on 2015-07-17 Gypsum board applied vertically in two layers, Inner layer attached to studs with 1 In. long Type S steel screws RAM SALES L L C -Ram ProTRAK spaced 8 in, OC along vertical edges, and 12 in. OC in the field and outer layer laminated to inner layer with joint compound, applied with a notched spreader producing continuous beads of compound about 3/8 in, in diameter, spaced not greater than 2 In. OC, Joints of laminated outer layer offset 12 in. from Inner layer joints K -'jtr 50 Outer layer gypsum board attached to floor and ceiling runner track with 1-5/8 in, long Type S steel screws STEEL STRUCTURAL PRODUCTS L L C - Tri-S ProTRAK spaced 12 in. OC. %` Optional, (Direct Attached System), Inner layer attached to studs with 1 in. long Type S steel screws spaced f r 16 in. OC in the field and along the vertical edges. cuter layer attached to the studs over the inner layer with / ID. framing Members*- Floor and Ceiling Runners - (Nat shown) - As an alternate to Item 1 - For use 1-5/8 in. long Type S steel screws spaced 16 In. OC in the field and along the vertical edges and 12 in, OCto ■ )rl J ri with Item 2Q, channel shaped, min 2-1/2 in. wide fabricated from min 0.018 Inthick gaiv steti, attached to the floor and ceiling runners. Joints of screw -attached outer layer offset from inner layer joints, Joints of outer floor and ailing with fasteners 24 In. Or- max, layer may be taped or untaped. r ' , TELLING INDUSTRIES L L C- TRUE -TRACK"' Ktpu Nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard, - + r wwn,,,�,nv NMI { M t -......... .• , )a1ntS reinforced, -'"• h' ,k ,�r ' IE. Framing Members*- Floor and Celfing Runners - (Not shown) - As an alternate to Item 1 - For use ACADIA DRYWALL SUPPLIES LTD - Type X, 5/8 Type X, Type Blueglass Exterior Sheathing � ., ..w ,. .w,. �...., .. •'. .,, �.— �--,�w.���"...^•^'-.,,,,,,,.._ --•--- .,;,.• - - � � �• ,• ^ with Item 2E, channel shaped, min 2-I/2 in. wide fabricated from min 25 MSG steel, attached to flraor and ? ;'� - +fr +./ g ceiling with fasteners 24 in. OC. relax, ! 55, KIRII (HONG KONO) LTD -- Type KIRII AMERICAN GYPSUM CO — Types AG-C, AGX-1, M-Glass, AGX-11, 5 i 1F. Floor and Calling Runners - (Not shown) - Channel shaped, fabricated from min 0.02 in, gaiv steel, BEIJING NEW BUILDING 14ATIMLS PUBLIC LTD CO -- T DBX-I. ■ min width to accommodate stud size, with min I In. long legs, for use with studs specified below and Yid fabricated from min 0.02 in, galv steel or thicker; attached to floor and ceiling with fasteners spaced max 24 131 CERTAINTEED GYPSUM INC -- Types 1, FRPC, EGRG, GlasRoc, Type X, Type X-I, Type C or 5/8" Easi-Lite N on bearing Wall Type X. MARINA/WARE, DI OF WARE INDUSTRIES INC -- Vlpw201"' Track VT100. 1, Floor and Ceiling Track - 92 mm deep by 32 mm wide channel, 0.5 mm thick galvanized steel, attached to floor and ceiling assemblies w ith fasteners spaced 600 mm OC. CGC INC -- Type AR, C, IP-AR, IP-Xi, IP-X2, IPC-AR, SCX, SHX, USGX WRC or wRX. 1G. Framing Members*- Floor and. Coiling Runners - (trot shown) - As an alternate to Item I - For use 2, St■ed Studs - 92 mm deep by 35 mm w ide channel sections w ith 6 mm lip on each flange tip, 0, 5 mm thick with Item 2G, Channel shaped, min 2-1/2 in, deep, attached to floor acid calling With fasteners 24 In. OC, max, galvanized steel, stud length is 20 mm less than assembly height, TELLING INDUSTRIES L L`C -- Vlper201" Track CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C -- Types LGFC2A, LGFC6A, LGFC-C/A, LGFC- ■ 3A, Gypsum Wallboard - (CKNXC). 15.9 mm thick, 1200 mm wide, attached to steel studs and floor and ceiling track WD, LGLLX, with Type S dryw all screws 25 mm long spaced 200 mm OC along the edges and ends of board and 300 mm OC in the 2 Steof Studs - Min 2.1/2In. deep, formed of min 25 MSG gaiv steel max stud spacing 24 in. OC. Studs to field of the board. Joints oriented vertically, located over studs and staggered on opposite sides of the assembly, Joints be cut 3/4 in. less than assembly height., GEORGIA-PACIFIC GYPSUM L L C - filled with j oint compound, covered w ith j oint tape and covered w ith additional coat of joint compound, Screw heads Types 5, tT 9, C, DAP, thi T e-X,OAPft-GG, pe , Gre Gl TGTy Type X, Veneer Plaster Base Type X, Water Rated -Type X, Sheathing Type-X, Soft -Type X GreenGlass Type covered with joint compound, 2A Framing Members* -wee) Studs -As an alternate to Item 2 - For use with Item 10, channel shaped G studs, min 2-0 In, deep, spaced a max of 24 in, OC. Studs to be cut 3/4 In. less than i�mllly height, X, Type X CamfortGuard Sound Deadening Gypsum Board, Type LWX, Veneer Plaster Base -Type LWX, Water SEAL Rated Type LWX, Sheathing Type-LWX, Soffit Type LWX, Type DGLW, Water Rated Type DGLW, Sheathing GEORGIAi-PACIFIC GYPSUM L L C -Type 9 and Type X ALLSTEEL & GYPSUM PRODUCTS INC -- iype SUPREME Framing System Type- DGLW, Soffit -Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rafted " Type LW2X, Sheathing -- Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type i DGL2W' �' 1 F THAT GYPSUM PRODUCTS PCL CALIFORNIA � ...<`;'�,/ •'' CALiFORNIA EXPANDED METAL PRODUCTS CO — V1per20'* � "/9+ C//' 1% � �� ■ OR NATIONAL GYPSUM CO - Types eXP-C, FSK, FSK-C, FSW, FSW-3, FSW-S, FSW-6, FSW-8, FSW-C, FSW-G, CONSOUDATED,FABRICATORS CORP, BUILDING PRODUCTS DIV - Type SUPREME Framing System FS'MR-C, FSL, SoundBreak XP Type X Gypsum Board. Gypsum ( ) PP y PP y, s :M 3B. sum Wallboard - CKNXC , 15.9 mm thick wallboard applied horizontally. For horizontal application only, the board width may be increased to 1 371 mm max. Horizontal edge joints and horizontal butt joints on opposite sides of "" `» AR1 7 studs need not be staggered or backed by steel framing, Vertical butt joints centered over studs and staggered one stud C �b. MAKING/WARE, DIV OF WARES INDUSTRIES INC - Vlper20 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -ljrpe C, PG-3, PG-5, PG-9, PG-11, PG-C, -� re`1 cavity on opposite sides of studs. Wallboard attached to studs wlth Type S drywall screws 25 mm long self -tapping spaced PASCO `; •, ( �, �` 200 mm OC. Joints filled with joint compound, covered with joint tape and covered with additional coat of joint compound. Screwheads covered with joint compound. ; PHILLIPS Mi!G CO L L C — Vipr20'- •��°� '; �� CERTAINTEED GYPSUM INC PANEL REY S A - Types GREX, PRX, RH"X, MDX, ETX or PRC. THAI GYPSUM PRODUCTS PCL QUAIL RUN BUILDING MATERIALS INC - Type SUPREME Framing System OR SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - Type EX-1 FLORIDA HOSPITAL sCAKo DEL STUD MANUFACTURING CO -- Type SUPREME Framing System 3C. Wall and Partition Facings and Accessories - (CLBVC). 15,9 mm. thick, 1220 mm wide panels, attached to steel THAI GYPSUM PRODUCTS PCL --- Type C or Type X Zephyrhills studs and floor and ceiling track with Type S drywall screws 25 mm long spaced 200 mm OC along the edges and ends of 0 t: board and 300 mm OC In the field of the board. Joints oriented vertically, located over studs and staggered on opposite STEEL CONSTRUCTION SYSTEMS INC -- Type SUPREME Framing System sides of the assembly. Joints filled with joint compound, covered with joint tape and covered with additional coat of joint Type ED EXPANSION & ORTHO compound. Screwheads covered with joint compound. UNITED STATES GYPSUM CO - T e AR, C, FRX-G, IP"AR, IP-XI, IP-X2, IPC-AR, SCX, SCX, SHX, USGX, UNITED METAL PRODUCTS INC - Type SUPREME Framing System WRIT, WRX'. RENOVATION PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock QR-527 USG MEXICO S A DOE C V - Type AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, USGX ►WRC or WRX. ■ 2B:: Stool Studs -- (As an alternate to Item 2, For use with Item 4D) Channel shaped, fabricated from min 20 MSG corroslon�protected or gale steel, 3.1/2 In. min depth, spaced a max of 16 In. 4C. Studs friction -fit into OR floor and ceiling runners. Studs to be cut 5/8 to 3/4 In. less then assembly height. 4p, Gypsum Bayard* - (As an alternate to Item 4) - Nora 3/4 In, thick, Installed as described In Item 4 with 3D. Gypsum Wallboard - CKNXC . 15.9 mm. thick 1220 mm wide panels, attached to steel studs and float and ceiling 2C framing Members*- Steel studs -As an alternate to Item 2 - For use with Item 1C, channel shaped 1.1/4 in. long Type S screws for inner layer and 2-1/4 in. long Type S screws for outer layer, YP ( ) r P studs, min 2.1/21n, wide fabricated from min 0.D15 in. thick gaiv steel, spaced a max of 24 in. OC. Studs to CGC I NC -Types AR, IP-AR � track with Type S drywall screws 25 mm long spaced 200 mm OC along the edges and ends of board and 300 mm OC in be cut 3/4 in, less than assembly height. the field of the board. Joints oriented vertically, located over studs and staggered on apposite sides of the assembly. Joints filled with joint compound, covered with joint tape and covered with additional coat of joint compound, Screwheads CLARKiIIILTRICH BUILDING SYSTEMS -- co ProSTUD covered with joint compound, UNITED STATES GYPSUM CO - Types AR, IP-AR, Hunton . PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock ES DMFCWBS L L C - ProSTUD ■ USG MEXICO S A DE C V - Types AR, IP-AR, 4, Wall and Partition Facings and Accessories - (CLBVC), (Optional, Not Shown) - For use with Item 1, Item 2, and MBA METAL FRAMING - ProSTUD A R C H I T E C T S Items 3A to 313. For maximum fire rating of 1 hour, On one side of the wall, over the first layer of Gypsum Board (Item 3A 4B, Gypsum Board* - (As an alternate to Item 4 and 4A)-5/8 in, thick, 24 to 54 in, wide, applied to 3B ), Install RefleXor membrane wlth the gold side facing outwards. Membrane Installed with T50 staples spaced 305 RAM SALES L L C - Ram ProSTUD horizontally as the outer layer to one side of the assembly. Horizontal joints need not be backed by steel mm on center In both directions as per manufacturer's Instructions, seams In membrane to be overlapped by 50 mm. framing. Secured as described in Item 4 for the direct attached system. When used in widttis other than 48 in„ l When RefleXor membrane Is used an additional layer of Gypsum Board Identical to the one used in the first layer as gypsum panels to be installed horizontally, DATE SUBMISSION NO. specified in Item 3A to 3B, shall be installed over the membrane. The additional layer of Gypsum Board to be Installed STEEL STRUCTURAL PRODUCTS L L C - Tri-S ProSTUD CERTAINTEED GYPSUM INC - Type X, Type C. 04,15.16 CONSTRUCTION DOCUMENTS through the membrane to the stud as specified in Item 3A to 313 except the fastener length shall be increased by a minimum of 16 mm. On the other side of the wall, prior to the Installation of the Gypsum Boards Install Resilient 05.10.16 ADDENDUM N0, i Channels, 25 MSG galv steel, spaced vertically 610 mm. OC, flange portion screw attached to one side of studs with 32 IT. long diamond shaped point, double lead Phillips head steel screws. Over the Reslllent Channels Install 19 mm. thick CGC INC -Type SHX, ■ SONOpan panel secured to the Resilient Channels with drywall screws and washers spaced at 406 mm. OC on the perimeter of the panel and 205 mm. OC In the field of the panel. Over the SONOpan panel Install Gypsum Board as specified In Item 3A to 3B with the fastener length Increased by minimum 19 mm. Not evaluated or Intended as a THAI GYPSUM PRODUCTS PCL -'type X, Type C. substitute for the required layer(s) of ULC Listed Gypsum Board, MSL - RefleXor membrane, SONOpan panel, B UNITED STATES GYPSUM CO -Type SHX, FRX-G, 4A. Batts and Blankets - Required only when Item 4 Is used, ULC Listed glass or mineral fibre Insulation, nominal 89 USG MEXICO S A DE C V -- Type SHX. MITI thick, minlmum nominal denslty of 12.8 kg/m3, with a flame spread of 25 or less and a smoke developed of 50 or less, friction -fitted to completely fill the stud cavities, See Batts and Blankets Category (BKNVC) for names of Listed ■ manufacturers. UL RATED ASSEMBLIES - WALL AND PARTITION A4 UL SYSTEM NO. W415 A9 U L SYSTEM NO. U411 PROD. No. N-IS>D21.0m SHEET A DRAWN DMC 12' — 1 a_011 1 211 — 11_011 A054 ■ 4 ■ ■ 0 ■ 7 ■ 8 ■ 9 ■ 10 ■ 1 '1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 B 1 ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 as �l�t. dam:•., a ..�, ry.., i, 3 tit i '11� 1 ri �e iii ii L i1' . L,r�S!1.i ,��,. IL 11 I�YiGiS'7' �1 ,I r V• -�i 2 0 3 0 4 0 5 1111 6 0 7 0 8 0 9 0 10 0 11 ■ 12 0 13 0 14 0 15 ■ 16 1111 17 ■ 18 ■ 19 0 20 Design No. G578 Design No. G578 (CONT.) January 11, 2016 Unrestrained Assembly Rating - 1 or 2 Hr. (See Items SA, 58, 6) d, Wall Angle or Channel — Painted or gaiv steel angle with 1 In. legs or channel with I in. legs, 1-9/16 in, deep attached to walls at perimeter of ceiling with fasteners 16 In. OC. This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working To support steel framing member ends and for screw -attachment of the gypsum panel. Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 CGC INC — Type DGL or RX. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. USG INTERIORS LLC — Type DGL or RX. 5B. Steel Framing Members* — (Not Shown) — For the 1 Hour Rating Only — As an alternate to Item 5 — Furring channels and Steel Framing Mernbers* as described below: 177% a. Furring Channels — Formed of No, 25 MSG galv steel, 2-9/16 in. or 2-23/32 In. wide /7. by 7/8 In. deep, spaced 24 In. OC perpendicular to joists. Channels secured to joists as .,A described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. .W b. Steel Framing Members* — Used to attach furring channels (Item a) to joists (Item 3). Clips spaced 46 In. OC and secured to the bottom chord of alternating joists with min 1-5/8 In. long No. 8 self -drilling, self -tapping, bugle, flat or hex head screw through the center grommet. Furring channels are friction fitted Into clips. RSIC-1 clip for use with 2- 9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 In. wide furring channels. Adjoining channels are overlapped as described in Item a. Additional clips required to hold furring channel that supports the gypsum board butt joints, as described in Item 6. Two layers of gypsum board required as described in Item 6. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-1 (2.75). 5C. Steel Framing Members* — (Not Shown) — For the I Hour Rating Only — As an alternate to Item 5 — Furring channels and Steel Framing Members* as described below: a. Furring Channels — Formed of No. 25 MSG gaiv steel, 2-3/8 In. wide by 7/8 In. deep, spaced 12 in. OC perpendicular to joists. Channels secured to joists as described in Item b. Ends of adjoining channels overlapped 6 in, and tied together with double strand of No. 18 SWG gaiv steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item a) to joists (Item 3). Clips spaced 24 in. OC and secured to the bottom chord of consecutive joists with min 1-5/8 In. long No. 8 self -drilling, self -tapping, bugle, flat or hex head screw through the center grommet, Furring channels are friction fitted into clips. Adjoining channels are overlapped as described In Item a. Additional clips required to hold furring channel that 011111 W 111111 supports the gypsum board butt joints, as described In Item 6. Two layers of gypsum board required as described In Item 6. tio iiK+.A4�wA' .. PLITEQ INC — Type GENIECLIP. (A 5D. Alternate Steel Framing Members — (Not Shown)* - As an alternate to Item 5, furring channels and fil i'. t Steel Framing Members as described below. OWN F "0 0 i a, a. Furring Channels — Formed of No, 25 MSG galv steel, 2-5/8 in. wide by 7/8 In deep, .............. spaced 12 In OC, perpendicular to joists. Channels secured to joists as described In Item A0 ; ENKTA b. '6 Id. b. Steel Framing Members* — Used to attach furring channels (Item a) to joists (Item 3). Clips spaced at 24" OC and secured to the bottom of the joists with min 1-5/8 in. long No. 8 self -drilling, self -tapping, bugle, flat or hex head screw through the center hole. Furring channels are then friction fitted Into clips. Ends of channels are overlapped 6" and screwed with four No. 8 x 1/2 Self Drilling screws (2 per side I in. and 4 in, from overlap edge). Additional clips are required to hold the Gypsum Butt joints and side joints as described in Item 6. 1. Steel Deck — Min 9/16 in. deep, 22 MSG gaiv corrugated Muted steel deck. Overlapped one corrugation at each side and attached to each joist with 5/8 In. long #10-16 TEK screws at each side joint and no more than 12 in. OC between sides, STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R 2. Floor Topping Mixture* — Compressive strength to be 3000 psi min. Minimum thickness to be I in. as measured from the top plane of the deck. Refer to manufacturer's instructions accompanying the material for specific mix design. A primer provided by the floor -topping manufacturer shall be applied to the steel deck 6. Gypsum Board* — For the 1 Hour Rating - Nom 5/8 In. thick, 48 in. wide gypsum panels. When resilient prior to the installation of the floor topping mixture at a maximum application rate of 300 ft2/gallon. channels (Item 5) are used, gypsum panels installed with long dimension perpendicular to resilient channels. Gypsum panels secured with 1 In. long Type S bugle -head screws spaced 8 in. OC in both the field and the ALLIED CUSTOM GYPSUM — Accu-Crete, AccuRadiant, AccuLevel G40 and AccuLevel SD30. perimeter, and 1-1/2 in. from side edges of the board. When Steel Framing Members (Item SA) are used, gypsum panels installed with long dimension perpendicular to cross tees with side joints centered along main runners and end joints centered along cross tees. Panels fastened to cross tees with I In, long Type S bugle - head screws spaced 8 in. OC in the field and along end joints. Panels fastened to main runners with 1 In. long 2A. Floor Mat Material* — (Optional) — Not Shown — Loose laid over the crests of the steel deck. Flutes of Type S bugle -head screws spaced midway between cross tees. Screws along sides and ends of panels spaced the steel deck to be filled with Floor Topping Mixture* prior to application of the Floor Mat Materials*. 3/8 to 1/2 in. from panel edge. !End joints of panels shall be staggered with spacing between joints on adjacent ALLIED CUSTOM GYPSUM — Type AccuQuiet P80, Type AccuQuiet C40, AccuQuiet D13, and Type AccuQuiet panels not less than 2 ft OC. When Steel Framing Members (Item 5B or SC) are used, fire rating is limited to 1 Hour and two layers of nom 5/8 In. thick, 4 ft wide gypsum board are Installed with long dimensions D-18. perpendicular to furring channels. Base layer attached to furring channels as described below for the 2 Hour Rating. Butted end joints of base layer shall be staggered min. 2 ft within the assembly, and occur midway between the continuous furring channels. Each end of each base layer gypsum panel shall be supported by a 3. Structural Steel Members* —The proprietary joists are channel -shaped, 9-1/4 in. min depth. Joists are single length of furring channel equal to the width of the gypsum panel plus 6 in. on each end. The two fabricated from min No. 16 MSG gaiv steel. Joists spaced max 24 in. OC. Joists attached to joist rim with three support furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to underside of the truss 3/4 in. long self -drilling #10-16 TEK screws through tab to the outside of the web. At joist rim splices bearing with one dip at each end of the channel. Face layer attached to furring channels and base layer as described on supports, joists rims are connected using an overlapping section of a 12 in. long splice plate (a joist piece), below for the 2 Hour Rating, When Steel Framing Members (Item 5D) are used, fire rating Is limited to I with four 3/4 In. long self -drilling *10-16 TEK screws to each rim piece. Hour and two layers of nom 5/8 in. thick, 4 ft wle gypsum board are Installed with long dimensions perpendicular to furring channels. Base layer secured to furring channels with nom 1 in. long Type S bugle- CLARKDIETRICH BUILDING SYSTEMS — Type TDI or TDW floor joists, TD rim joist head steel screws spaced 8 in, OC in the field of the board. Gypsum board butted end joints shall be staggered minimum 72 In. At the gypsum board butt joints, each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 3 in. on each end, spaced approximately 2 in. In from joint. Screw spacing along the gypsum board butt joint shall be 8 in. OC. Butt joint 4. Joist Bridging — Not shown — Installed Immediately after joists are erected and before construction loads furring channels shall be attached with a RESILMOUNT Sound Isolation Clip secured to underside of every joist are applied. The bridging, 21/:tTDSBI8, consisting of No. 18 MSG gaiv steel, 2-1/2 in. wide by 21-3/4 In. long that is located over the butt joint, Over all Gypsum Board side joints, approximately 20 In. lengths of furring structural bridging staggered between the steel joists attached to the bottom joist flange with one 3/4 in, long channel shall be installed parallel to joists (Item 3) between main furring channels. Slde joint furring channels self -drilling #10-16 TEK screw at each end tab of bridging. Solid bridging consisting of cut to length joist shall be attached to underside of the joist with RESILMOUNT Sound Isolation Clips - Type A237R located sections placed between outer joists and at center joist with 8 ft OC max spacing. Solid bridging are screw- approximately 2 in. from each end of the approximate 20 in. length of channel. Both Gypsum Boards at side attached at joist web using EasyClipTM S-Series S547 (which is a 1-1/2 In. by 1-1/2 in. by 7 in. long, 16 MSG, joints fastened into channel with screws spaced 8 In. OC, approximately 1/2 in. from joint edge. Face layer min 50 ksi support clip) with two 3/4 in. long self -drilling #10-16 TEK screws per leg on one side and the attached to furring channels and base layer as described below for the 2 Hour Rating. For the 2 Hour Rating other side with an EasyClip1m E-Series E547 (which is a 4 In. by 1-1/2 In. by 7 In. long, 16 MSG, min 50 ksi Nom 5/8 in. thick, 48 In. wide gypsum panels. Base layer installed with long dimension perpendicular to support clip) with two 3/4 in, long self -drilling #10-16 TEK screws per leg. resilient channels. Gypsum panels secured with 1-1/4 in. long Type S bugle -head screws spaced 12 in. OC in both the field and the perimeter, and 1-1/2 in. from side edges of the board. Face layer installed with long S. Resilient Channels — 1/2 In. deep, formed of 25 MSG galv steel, spaced 12 in. OC perpendicular to joists. dimension perpendicular to resilient channels with joints offset 24 In. from base layer. Gypsum panels secured Channels oriented opposite at wallboard butt -joints. Channel splices overlapped 4 in. beneath steel joists. with 1-5/8 In. long Type S bugle -head screws spaced 8 in. OC in both the field and the perimeter, and 1-1/2 in. Channels secured to each joist with 1/2 In, Type S-12 low profile screws. Channels oriented opposite at from side edges of the board. At the butt joint 1-1/2 In. long Type G screws to be installed to attach face layer wallboard butt joints (spaced 6 In. OC) as shown in the above illustration. to base layer. Type G screws spaced 8 In. OC and 1-1/2 in. from side edges of the board. SA. Alternate Steel Framing Members — For the 1 Hour Rating - (Not Shown) - As an alternate to Item 5, CGC INC — Types C, IP-X2, IPC-AR main runners, cross tees, cross channels and wall angle as listed below: a. Main Runners — Nom 10 or 12 ft long, 15/16 in, or 1-1/2 in, wide face, spaced 4 ft. OC. Main runners suspended by min 12 SWG galv steel hanger wires spaced 48 in. OC. UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR Hanger wires to be located adjacent to main runner/cross tee intersections. Hanger wires inserted through holes drilled through web of joists and twist -tied. b, Cross Tees — Nom 4 ft long, 1-1/2 in. wide face, Installed perpendicular to the main USG BORAL ZAWAWI DRYWALL L L C SFZ — Type C SEAL runners, spaced 16 in. OC. Additional cross tees or cross channels used at 8 in, from each side of butted gypsum panel end joints. The cross tees or cross channels may be riveted ,e, OF Fto or screw attached to the wall angle or channel to facilitate the ceiling installation. USG MEXICO S A DE C V — Types C, IP-X2, IPC-A�R -\V .......... C c. Cross Channels — Nom 4 or 12 ft long, Installed perpendicular to main runners, /i X. spaced 16 in. OC. 7. Batts and Blankets* — Mineral wool or glass fiber Insulation, min 3-1/2 in. thick, bearing the UL Classification Marking for Surface Burning Characteristics, Insulation fitted In the concealed space, draped over the resilient channel/gypsum panel or Steel Framing Members/gypsum panel ceiling membrane. AR" 6 73 8. Joint System — Not Shown — Vinyl, dry or premixed joint compound, applied In two coats to joints and screw heads; paper tape, 2 in, wide, embedded In first layer of compound over all joints. Indicates such products shall beer the UL or cUL Certification Mark for jurisdictions employing the UL or cUL ��D Certification (such as Canada), respectively. C 2016 UL LLC Last 112dated on 2016-01-11 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Anton : . • A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05J0.16 ADDENDUM NO. I UL RATED ASSEMBLIES CONCRETE AND STEEL JOISTS A10 UL DETAIL G578 PROJ. NO. H-1502100 SHEET DRAWN DMC 12v1=11.011 A055 8 3 0 4 1111 5 E 6 0 7 1111 9 12 13 0 14 0 15 16 17 0 18 M 19 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. 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I FLOOR PLAN -1 ST LEVEL - PHASE 1 A . ,A A " �, ,1,; KEYNOTE N E � LEGEND GENERAL NOTES 1301 align 1.309 fill in existing elevator pit 3,101 concrete slab on grade NOTES, 1) ALL INTERIOR PARTITION TYPES TO 5E TYPE 15 CONSTRUCTION UNLESS NOTED OTHERWISE 2) SEE A100 5ERIE5 5HEET5 FOR FURTHER DETAIL SEAL FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton • . • A R C H I T E C T S DATE SUBMISSION N0, 04.15.16 CONSTRUCTION DOCUMENTS 05.10,16 ADDENDUM NO. 1 1 FLOOR PLAN — 1ST LEVEL —PHASE 1 PROJ. NO. 14-15021.00 SHEET DRAWN DMC A111 ■ ■ Copyright HuntonBrady Architects P.A- All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (401) 839-1 /09/Fax www.huntonhrady.com License AAC001744 f 4 L } •S" a ., ■ ■ 3 ■ 4 ■ ; ..._ _ ._ ■ „ , 6 ■ ■ t 8 ■ r f 9 ■ 10 11 ■ 12 13 14 ■ ,r . ,x� 15 16 17 ■ 18 ■ ■ ■ ■ ■ ■ ■ C ■ C ■ 71 ■ ■ ■ ■ ■ A .> .:: 1'.1.-.._...,....._«.....,.......,__...............1.,........_..._.,__»......--._._...-.._.•._.__._....._.-.._......._....._.......f._'r"'1."._..__`_.-____.-_.._--___-.__--_`_--_____" f''"""�'` .. �., •. f;:'- � ►, m I :a.. r "RMA �l EXAM 1 I I , I OFFICE 1! ISOLATION �<� 1! j i' 3 I _---_--....__._-_"`----_-__ �k;' .1. ,� .... ....__............. EXAM ; , �_..- -- 4 BLOOD GAS' •vi ; _..... ...........__ _... - . _... _...... `-- - _. ....."......_......__.. _.. _ _..- ------------ .._......__,. ....._,___.. ._.__....... .._...___ ... ... �.•'\� fw ^',«n,., 1' 'I I; -'� J ...... !t.... ........ _ ... .............. TLT y EXAM N I !. N CALL I . .. .... ..... f .._ OFFICE _.-..... � 1 I , ,- EI.ECTRIC YD Y E I. Y �1 I i Ecd A-1-A A �L fi...)LA 'k"Y' ....F•E•C' 1 r Y. f I E Y 1 t i f Y 1! 9 E _ _____-^+'>_�?±[M Yf TA=F'Y-_•l_�i.�L'A.�`-3 E F dYY Y Y I 1 Y f w Y�7­ ai I V l`a � I I FEG I (JJ Hai ."a a fTr__r ft 1 + F I ...,... '—, ). OFFICE EXAM ill i I t :• ( i /"""'� I' I` O EXAM 6 I _ SECLUSION m o _ 1. r JANI I I - I 1 n• MII{YIIO YI ■-VYYIY-YIMr { I � ` i 'rGa-r t CART n E _ j WASH __.« ___..... ... __.._.. _ _.... ,.._.... ! i it ............_._................_.. _ ._._. . �__ : I ,I • MT(O r+F'R'.c..,.....,_.........«....w_...w.._..-.. I i d I L HOLD n ... 4 DIR t _..-._.... ............. ..._.... .-_........... ..... lIN'� .,... � N d ` 5E �. } STATION ', ••`.:;.�.w.,...,.___.____.� � I --------- �1 -u- ��_7MF�W�__ .�..�Y■IM1J..YYrL�' �.....,.�.,...,., p�yy y :�I *w..�. .r. 1., i re OFFICE E : I I t { s I� i.J«.. 1.._.. ! EXAM -12 _ : ! MEDS : I r r EXAM -- T V _....... DEdrNl li^1 1 N I !Cn,r�N I W LCKR D._ CON SHWR : �:J _ C��, _ i; �.��_� PHASE 1 PROJECT PE 1����■���..�������..������..��� I. W, EXAM 1 CLEAN q HOLDING �,. EXAM $ -.r.- �, ij ::.— ------------------- f TLT TLT cA TRAI"Ab STOR , i :,, tl O t? i . , U N E EXAM! -- - L Gt« __.� -- - 111 1214 t i rYlYr r i ri:- / a� Y i ,Ira z � 1 i i - ._ .,•.'�' .� � ! • t..._ XAM i " t .... .... _. _-_s__-_____-__ t, 1: OO _ I I I NURSE 1W. IIIIp i _.. , TLT ELEV 1'-11' 1'-m 1/21 EQUIPr 1 -^^t�----- STATION ,- •=iI _- 61/2 II IUPPLY t EXAM :fib EXAM 34 EXAM, 33E EXAM 32 r , _ I , ---- ---_ _�Ii;,, TL,T r� ALCV. TLT _ � � TLT I.. • !I }} i � .; •:3 � il�•'r+y � Irr■ I r: ' A. • � I 1 I _ ,� EXAM 1fa ......._ _-_______........._wJ _� -- _ ..:. , , �! _. r. Y r. , _ { Y 1 .. -_ r. • r (' 1 Y e . r Y e p�h.J _..__ CORR ,. I `, 12C1 12 -5 11 -ION -4 8 -5 -8 -11 8 -m MIN 1 _-.-._..__-__.-.-.,___-.._-._.. ... _...., ( it , { , .....k.; I t.l1i EXAM lip EXAM 31 EXAM 35 NURSE - TATION , _� i; i RESULT` I I EX AM 'EXAM II ESA 1 1 12 _ i i 1 1 I _ 13 1205 12m1 EXAM 31 1219 _ 1'-5' _ - 1 , I WAITING a 4.4,11(0 ,, ; 4. EXAM 1`1 , I : 1 4' 1 y ,.........----..... , ._-___. _ ______, _ _,.___.. _.._ _. �__ " I ;, I PROCEDURE TLT TLT TLT - m4 ! _ 12m6 12m8 1222 - y EXAM 30 1 I _ ' CORR 1 ; • �� ' r C EREA .__ -� _ —' � ' 1224 .� r �RtAK TLT TLT TLT - 1223 1 I '�._ • � ,. � � •�'�� � 1244 1246 1248 i RISTRATI N " I 1 D 10 I ......... - - - y =--: _ y_ . I -� ' 1 4' -6' 4' - 9 1 1' -11' 1' -m' 1' 1m' EXAM 29 1 r , , . . .�_.� __-� ; �Ax�.' i I Icl'", � 1 T RIACE -1 1 � i 1 � NURSE -5 ( : 1226 "I 1 ` .. STG s 11.TLT 05 E°�fAM 221 24� EXAM 2Q�, STATION \ X 1243 1245 �--__ v t "• I `i _ �Y.,,..F..�4w.1! ; t , . . . . I lal -I ra �IL HOLD /J TRIAGE 1221 ' \ - - ' S ; A 1NG IYIE6YEISY■4:. �"','$�y ' r CORR 9 - cR - TRIAGE 3 .� - � a0 - ''', �r '1 I� {�E r i Y N Y 1 r tl Y Y r E Y! Y Y Ij rt r r •'YA Y E r A I Y r Y r { Y a Y ("(� ■I 1— r Y 1 " ,A w;S �` i ..::�dm4c'w'¢r'• .-. 999 I ; EXAM 21 EXAM 23 EXA 25 EXAM 21 EXAM 28 1 SEAL iAI "1NG --- t - CLEAN 3'-1' 1!d t 1V p'F F40!*, . �. _ - i l i l i l i I 1 1 1228 -1 -1 1 9 -8 8 -2 -6 10 -2 1/2 -1 1/ io-4 ' II: 11 ._,..'�=�.. �..... __..____.,. -` I ' � ;/ " '" .. *A �� '�'cR �� Y .'�.•.. _ ----"- _....... .... ,.. .... ,.. .' _ -- +Ylmr "IwaY ;. was'• — a YYMY Y .......... .: ._-. .,..._. ............_ .»�.-......a....,........ ? ,:< a aas am Y YYex a ara zax...,.•.....•.,,...^...•.....•.»,., � .. .... ...-....._..._ ..:....-... . A,1%b &.M, !iialRl-A �• ___ w.l'* CIRCULATION �.:.' i _ _ """"CI t rtlNf� v .... aM Y YM,,, I ,w,Yl aW r tlal ltl1E Yy ."' 03 1 1 "• �,.. CIRCULATION Imm9 - TLT TLT T T _ L TLT TLT J 124m 1238 1236 1234 1232 �, S �5 ���.•="' `' D I 1 1 4 -5 1 I_ 1 I_ 1 -4 9.3 9 8 4 I i 1 I 1 i_ 1 4 -6 6 -1 2 1 I/ 8 5 1/2 4 A—I--'-- e - - 1 r I PP — _ Y— —' —Y — -- -- -- -- -- --1------------ -- --'— i — —L T ELEC 1/ 1 1 WORK ter- �r AREA TRIAGE . �r 1m12 -TRIAGE ELEV. � 1m13'": i MACH. _1 OFFICE 1.301 1305 � —13m2 STA a 1 _1 1 FLORIDA HOSPITAL ' lmlm 1- - ELEI/. ROOM � : Ze h p yrhzlls r r 1 Ei RECEPT GONF DR SLEEP ELEC 1 1 ' -- �. - n - - 1303 13m4 13m6 1301 '-- OFFICE I _ ED EXPANSION & ORTHO RENOVATION ,� -� ��a __.. _ . • • -..., r . { Y f r 1 I 1 . 1 I . . '.Y _.' �. i II..11rI I.. a .I. .. � ., _ E ��iY1 I . 1�^I I ❑ 1 1 1 { 1 y-l�d�Y Yf`} . 1 (r)'� / F_�T % �_ 1mm8 I 14'_ 1 11���� - •�� �� I� coR Jlm I = ♦ • � I 1 I 1 I I 1 1m -m 1 -6 -2 Im -3 - _ cR 'CIS _ ' 13C2 a 13C1 0 1 - I 1Hunton•.• ao SECURITY _ OFFICE r- 1mm6 Imm1 i I ` 1 CONTROL - _ FUTURE CT SCAN i i r E s 1.3m1comm 0 f at^'f',4lw� I DATE SUBMISSION NO. WAITING VEST. ;� '� ---- 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO, 1 _ i 1 mm2 �---' 'I . o L_ �, I..»............._...._.r..•..w..wr...•................»»..«_.._....-.....,.-..._-.............-_ «- YrYMi 1 -Y.. «-.__.._.-�_ _._.-___ ...... -.. _ .......__. 11 -A--A--A-- - 8'-3' 1'-2' 1'-1' 6'-10, co I I 1 CORR , a 1 I 1 I PLAY Imml e M TL t T-LT I JAN-QUIP, 9 : 1 I i T I ALCOVE RAD , I I _ 1 1m� 04. 1mm5 0_ AMMO . =, I _. I 1 �„ jj �— ; , I " DIMENSION PLAN — 1ST LEVEL _.__.. _.._. __.. -. - / �.,,.."..,.----- - _• ('� Y ., 4 --_ ----------- _ i i-{ 1 i �i { 1 ii 1 'ia lI ........ ......�...._,... ..»,...,.......»...•..,. i_e«__ rEC v I I PHASE 1 Airm �I���� ���������������ma��� domino i ilrli to I Al DIMENSION PLAN -1ST LEVEL - PHASE 1 PRo�. No. H-15m21.mm SHEET DRAWN DMC /8" - 1 1-011 Al 11 D ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 13 ■ 14 ■ 15 ■ 16 ■ 1i ■ 18 ■ ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 m F7 m IN m IN F IN m m A 14 15 ■ 16 ■ 17 ■ 18 COINED an=A. . ...... . .. .............. - - - ------- f7J............... . — ----- - ------ — -------------------- + . .. ... . .... ... .... .... .... ... .... ..... . EXAM---3- it t I EXAM .... .. . ..... ............... . ..... . E XAM 2 EXAM 4 ISOLATION TLT EXAM I 5ARIATRIC. 000 E�AM 6 1125 "AS 15OLATIOJ ........ . . OFFICE ISOLATION C n % ON CALL OFFICE i.. L m soft T xu'j., a a a I F.E.C� % domain ki-0' MINI -0- MIN.' ..... 4L%A.J.Lu Cff) 1126 6TORE6 CLSAR OFE IG GLSAR OFEING AlWiI Golan BAN Salo. =rItlaso El EXAM I CART SECLUSION OFFICE EXAM 11 WASHER H- Lo. Eli V EMT 1(0 601L HOLD ... . ........ ............. LOUNGE NUR , 18 5E AJORJLANLljm 1353310 0 Sall, w JUL_ STATION ..'pow U_ OFFICE F. E. C. i L I ------- DECONTAMINATION ---- ------- 1115 EXAM E X A! 1 8 — ------ MODS ----------- It Milan(, ...... ....... . .... .. .. .. . ................... . .. ........ . .. .. ..... ... .. . .... .... it .......... . IJ M T L A LU_fLT W-LCKR CORR it .... .. ... .. ... .... .... .. .. DECON SHWR ... ..... ... ... ..... . . . ..... . _.J; ... . ... ... . ..... ..... C> .. . .... ...... .. ...... .. ..... . ��iii6jlaaa I A M - LICKI Z It EXAM 13 EXAM 'S - 7 hall I � 1V Sall. 114 7 .4 domain t) CLEAN TLT TLT TRAN51TION STAFF HOLDING $TOR !1. XAM 10 LOUNGE 0 0 !"4 E CURE EXAM 14 HOLD 114, TLT . . . . . . . . . . . . . . . . . . . . ..... .. .... 0 0C EXAM 36 EXAM' 33 EXAM 31 1, _EC EXAM 34 F L .. .... ..... Ilk 1148 73 F V CR CONSULT TLT I111VEST EXAM 5 r 1141 r ! "� L I,: U X I a a . ......... . . ........ 6 L XX J14 HCORR ♦ (60 EXAM 16 r Golan COINED Golan Golan �T. (1201 % ......... I ...... llm� TI Fj Jf A00 % HOLD EXAM 31 (1106 SOIL % 2 3 4 C) EXAM"la EXA XAM 31 EXAM 35 �A % Am 38 F 1221 1205 NURSE tn % STATION AM E X EXAM 11 T (0 ... L 19AI C1202 —--) (01 FEC TLT 0 % 1 9, 1 L, 1219 1 (0 'A TILT TLT . ................. �111 I ii� ­­! Q I 't i­ _! 5HWR ...... ....... 0(0 TLT % 21208 0 t�<AM la C R ........... ..... CORR [Ell 1 6 ♦ FEE)$ ::(]j&2�D TLT TLT LT EXAM 30 TLT BREAK L1103', F1223-1 1242 ] 124 245 110 124 335 NURSE F, OBSERVE 55ERVE MEDS NOURI k 7 NURSE E XAf1 IS IA A 1162 33H>— (1242 STATION EXAM 213 PED5 - EXAM 22 EXAM 24 �'E EXAM 26 1104- 1102 04-A CLEAN i (�A F 1104 1 1 I I 10 9 8 I EXAM 20 F1241 F 12 41 16A 1F I D TYP .9 r-" Ir 11 [.1. -.4 1 1 1 1 1 r ...... r . . . . . . . . . domain H 1241 FEC SOIL HOLE) L 411111111111` 411111111111` COINED CORR■ ')RR rE 15 CORR I TPILE Nil 1101 VII 4.11C12 �,.4A. F12C3 1022 513 j ff3iiI 0 a ...... 33H I<r) D FAST FA6� TRACK i ji FAST �f 1;' TRACK %� 1 1025-5 CLEAN TRACK 1024 335 REGIST XAM 21 M 23 EXAM 25 EXAM 21 EXAM 2a 335>-.T lc 1228 0 I _-A _FmYCFo CO L' i: I , � ... . ....... 2 -Pi i 2 E ......... ... ........... arm. Golan Golan, dom H 1023-A ­04H @�� k 9�� AV T TLT TLT TLT % TILT 2 0 123(o ............... 1232 CIRCULATION ♦% 015 OFFICE VI 2-4-07 ------------- L4 CORR TLT ELEC OFFICE305 WORK AREA IRCULATION 1014 ELEV. ROOM RECEPT CONE TRIAGE TRIAGE DR SLEEP ELEC 1010 1 TLT 1011 1012 1303 1304I 130(o 1301 ME OFFICE C 7') > *a .......... SM, . ............. R J . t a —InI -sia­smit . '­P: FEC VEST ORR IN man • w T.1 . . ..... . ... SECURITY OFFICE CT NCONTROL "a UF�?FII� r% SCAN FUTURE .... ... . ......... ......... . ..... .. .................................. D D. --- ------- ------ -------------------- -A. 7R CT SCAN VEST, WAITING COMM [1002 Elo,it > - ----------------- ------ ------------ --------- ------ .... ... ... . C.Fr_ .... ............. CORR . . ..... .. . ...... "", _J -- — ------ — -- - ------ - ------- PLAY -QUIP, .......................... H,r - E M TLT VLU _TLT JAN MAMMO ALCOVE RAI F —oo--5-1 Pon I r' . .. ...... ... . 4 rI.SI a-�wxfj�r ...Cf ... . ... .. ........ 7_ I ti ... .... ..... .... ..... . ..... ... . ... ... .... . . IT i lr.:t F, E. C, m 0 m 0 IN NO—TE-5: 1) ALL INTERIOR PARTITION TYPES TO BE TYPE 15 CONSTRUCTION UNLESS NOTED OTHERWISE 2) SEE A100 SERIES SHEETS FOR FURTHER ■ DETAIL SEAL '�OF Fto M - A R1 6073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION D n to n • . ■ A R C H I T E C T S 04,15.16 CONSTRUCTION DOCUMENTS 05,10,16 ADDENDUM NO. I FLOOR PLAN -1ST LEVEL -PHASE 27 m PROJ. NO. H-15021.00 SHEET DRAWN DMC A112 14 m 15 IN V ■ 18 Copyright Huntonl3rady Architects P,A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com LicenseAAC001744 0 0 0 7 5 10 0 11 13 0 ■ ■ ■ ■ ■ ■ ■ 0 Al 1/8" = V-0" ■ QT IYIII• I I I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■;1 15 ■ ■ 17 ■ _ _ r.- ._... --- }.�} _ .... _ .._.. I Hi-_—_...--- _.._._.. _—_..-.. .. _. J. i._. _.__. E� _ ,.I - _ _ _,-. 1� J____________________________ .... " "-�--__--__ _ __-- ________-_----____- E 1 / EXAM 1 EXAM 2 EXAM EXAM 5 OOD ' EXAM 16 TLT EXAM 4 --r- ---- BARIATRIC' OFFICE 150LATION 150LATION ISOLATIONI AS GYN' 1125 60 OFFICEL � — ELr T R 1.' „ jC 1 tl IY11 Ilf I �__' F. E. C. I r t E 1 Y 1 Y I f 3�,Y't.! i_$'•j,f � e I :! Y A ,. 9 Y R Y A 6 1 i 1 8 8 r. t R Y Y .. it {, E GEES 1 - Y a e Y a ! 1 'T - ED SivRE$ I '-4' '-4' C0 6l z I J4 I A 1 : :.• '" w -:. «::a , _ ....:.., '.'' " ........ _ .. - ♦. i �.. ;. ., a ..Y.„ T ...i.N..i-i-M- F a E , 'I E -' I I .:!,.. .. .. t J, 1 , : 1 1 __ MIN ! 1 CLU5ION - CART 1 .) OFFICE EXAM 111 H _.._ ---- �- RT I I EMT ___ 4 : 1116 _ waa01L HOLD D IR T I 1 _.. , 1 I i 1 fwdU Y«. 1 .. 'Y'.x. ate'-w-*• ..-.... _. NURSE ! I - - I 1 I i OFFICE I i STATION ' 1 1 , ----- ---- I '.. I ` - - 1 i DECONTAMINATION I I EXAM 12 MDR - 17, - Ml-TL-- — 1115 g-TLT I W-LGKR .,a ! ' ' 1 81.01 ..:' s��_ .. _ CORR I1-0 0 _ - MIN :..._� L J� DECON 1 - , EL � 5HW ; R CORR, q ---------- ----------- - ; t . 1 ------ EXAM 15 - CLEAN YAM 9 I I s 0 O a, - HO DING , -- ,■■!:.I :1 ,;-f:�;.:., Fuji � ; m I �y t a! .,TAPE n� �, _ ■w .Y■ , i �, _ TLT TLT TRANSITION i':. LOUNGE _ ! STOR E M 10 w I' rl� 1212 1214 i fl i -ileaare1e,«:el:-il. - W: 5 u ._ . 1 E XAM 14 ` I _,_` a ' 1 i a i t '_ I ♦■ea Y-' _ L...,—............._........»,,.. - f , RE LD € 1' _.. TLT -- ..�_ - _-- - -- -_ - _ --- -- - _ - 44 1113 - 1 C- --T- -,, _ �:. I _ E V } ♦ �' FEC-I 1� a E P EXAM 36 EXAM 4 EXAM ,33.1, EXAM 32 CORR I I ` t T CONSULT __ _. --_ TLT ♦ • ' c_ EXAM 15 \ �■r■Ir �- -- - ISO Ln -1 Ii __... __ - ,..1_.'4. ;'k , _ I f ' i_ yl e Y e I 1 a f t Y1 I I R f I f. I f 1 Y Y a IY Y; ■ a I f ..! 1 f Y a f f'tl Y f N■ N♦ -» ! P A T T ET---- ! ♦ 114 ,-21 __ _.. 1 CORR 10'-2' 4'-3' S'-11' 4'-5' '-9' l'-6' 4'-0' 7'-10' 1 12C1 EXAM 16 1 Q ♦ 1 �' 1 1 i ID r' 0 to OIL 0 co `r � ' I 1 EXAM 31 t'n 8'-0' 1101 � � \ I NURSE EXAM,-3 EXAM 38 MIN �_�_ _ °►,� XAM 3i EXAM 35 STATION 1221 - - -'LLr - - 8'-0' 1201 / 1 -- .. 1205 _.. `Q EXAM 1'1 EXAM/ TLT 1108 - \ 1 .p 1 , TLT I-i _ TLT ;! 5HWR - ` %- TL TLT e 0 _ 1206 ; ,_. 1222 1204 Y 1208 ,� __. EXAM 30 E.CAM 18 CORK 120 --` �. - CORR I PED$ - _ 1 _-� w , .. PM, ---- - 4.1 1224 w,xr 11C2 - G 12C2 ♦ d103� - �� T T 1 TLT_ �.� TLT BREAK - — TLT ♦ C NURSE 12 1 1244 I , ; 1246 1248 1223 \ ,� 1 0� ♦ - STATION I B I Il I - 1105 IN CARE I� 0 - \ EXAM 19 -�i PEDS ., t '; - 1162 ® 1i NURSE EXAM 29 CLEAN EXAM 2& 1 EXAM 22 AM 24 EXAM 26 STATION 1226 ' T 1243 1245 124� 1225 m - U �, 1 1 ^l . I I I I I I [] 1 Y L _. '-:........ - . -, _ . ..._II e , ' -0 F u SOIL HOLD 1�, CORK 1 FEC&)ILEP\1 -' I 1- � 8 11C1 2 -9 1/2 1 ( _ 1227 1 1101 2'-3 i/2' e z 3'-11 I/2' CORR l i 1 ..... .. ... WWW.!.wris:.a,.1a■.a:._.. \' \\\ 1 12I-0' co 121-0' 12'-5' 6'-5' 3'-9' '-7 1/ ' 12C3 ■ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 ■ I 1 1 1 1 Y l I f! R I Y i Y I A! Y f Y E tl 1 1 1! FAST -r�FAS `, II1II , TRACK \ 1 IMNN .� Y � il■C 1 _ .. �-.zCLEAN a . JFAST XAM 21 I E x, 3 E XA 25 'EXAM 27 EXAM 28 TRACK' TR GK) TRACK r1�24 EGIST 1 ' i ' 1228 1021 ! i 61 - 14 I i i I Floc, I ZOE- CORR( _. 1 _ %..�--._._..._._ __... __.-�rr.n;anaa,a.. _.. . ",....._...-........-.__ - ._. _. ':-_ ,. ... ...�! � i marar"i �vi aiY■ : aen new e 9 '• ', 1 .\ 6'-I1 I/2' 10 1/2'- CIRCULATION-»_.._.; TLT TL TLT _— " TLT _- TLT \: ' - 111 f �_iI 1 1014 BEREAV OFFICE 1240 12 8 1236 1234j 1232 1 L' _-j F1015I" -_•.•.."'T..•••,••.....,. s m ym. mamsYw 1 I .,^ 1301 _� _ / m 'LT � 1 ub E LE C NO � � � � � � OFFICE WORK MACH. ` AREA I ' I C T CONE UPS � x RE EP OR SLEEP ELEC i TRIAGE TRIAGE r, , ELEV. �� ROOM TLT 1012 1013 "R Ise 10E 1 1017 130i i �h s! _ 1306 1303 1304 p I OFFICE Iti : ry .. j'� r _ 1 ._.....- ------mot_. ...A..-..-.. ..__..,._. _...,,e.:i..-......__... :_.... _._.... ....._..... _......_._ ...... _. .... _ .. _. , ..... _._.__. __ it .a .. .� . f .... , I Y r t-r� 1,►_,.. r.t.... FEr VEST CORR I r...»w.........,..»w-.,......,_.....................«..,.,..,...-,,...,..�..,.., _, .......-..-,--_� :..,......,. _ .. .. . ,. - N _ mm� 1 1 !... ........._....... {{{{ � I i > --- --- OFFICE F SECURITY !I ` 1006 1001 SUPPLY ; CT CONTROL ' ROOM SCAN i . - -..--- ................... ....... , .. - ,;; --- r: , I UT URE .___mmm CT SCAN i. ,� I: WAITING .. _, VE ST. _ 1000 i li PEDS ------- -- / r — AREA \ L_ I ( I E*q DIMENSION PLAN -1ST LEVEL - PHASE 2 ■ ■ ■ ■ ■ ■ 6 ■ 7 ■ 8 ■ 9 F COMM 1 M TLT W TLT 1003 1004 ■ 10 ■ 12 ■ 13 CORR ■ 14 ■ F.E.C. 1.301 align SEAL KEYNOTE LEGEND GENERAL NO?E8 .t .o N I �o I K I I " t .v� � I , .o FLORIDA HOSPITAL . Zephyrhills ED EXPANSION & ORTHO RENOVATION ■ D Hunton : . • ■ ARCH ITE C T S DATE SUBMISSION NO. 04.15.16 CON5TRUCTION DOCUMENTS 05.10.16 ADDENDUM NO, I I ■ DIMENSION PLAN — 1ST LEVEL — EC PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN DMC Al 12D 15 ■ 16 ■ 17 18 ■ ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 4 ■ 3 ■ ■ a ■ 6 ■ 7 ■ t? ■ 9 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M i._ ■ K ■ i-i ■ G ■ F ■ l ■ D ■ ■ B ■ A J1 1/4" = 11-/11 PARTIAL EAST ELEVATION F L KEY PLAN HEIGHT TO MATCH EXISTING TO ALIGN WiTH ADJACENT EXISTING REVEAL 131'-4' 3RD LEVEL 124'-8' 2ND L E VE L 1 1/4" = 19 -0" A6 PARTIAL ENLARGED EXTERIOR ELEVATION - WEST PHASE 2 1 /419 = 11-011 FINISH TO MATCH EXISTING ADJACENT WALL 131'-4' - 3RD LEVEL 124'-8' 2ND LEVEL k112_.01 1ST LEVEL L__ O KEY PLAN KEYNOTE LEGEND 0124 00.A01 exterior insulation and finish system 0162 00.A01 metal coping 08 42 29.AO2 automatic sliding hurricane -resistant entrance door assembly 08 4413.AO2 hurricane resistant glazed aluminum curtain wall aystem SEAL a FLoRiDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton � M A R C H I T E C T S 04.15.16 CONSTRUCTION DOCUMENTS 05,10.16 ADDENDUM NO.1 EXTERIOR ELEVATION PROJ. NO. H-15021.00 SHEET DRAWN DMC/BC 1 ■ 0 3 0 4 0 5 ■6 ■ 7 ■ 3 ■ 3 ■ 10 0 11 0 12 0 13 0 14 0 Copyright Hunton Brady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1 09/Fax www.huntonbrady.com L cense AAC001744 1 ■ °: ■ 7 ■ i? ■ ? ■ 10 ■ 1 'i ■ 12 ■ 13 ■ 14 ■ 1:'1 ■ 16 ■ '17 ■ 18 ■ 11 ■ 20 R ■ P ■ ■ N ■ M ■ ■ K ■ ,1 H ■ ■ ■ ■ n r; B ■ A KEYNOTE LEGEND 03 05 05.AOI underslab vapor barrier 0121 00.COI thermal batt insulation 01 24 00.A01 exterior insulation and finish system 01 52 00.A01 modified bituminous roofing 01 62 0O A01 metal coping 08 44 13.AO2 hurricane resistant glazed aluminum curtain wall system 09 24 00.4,02 stucco on metal lath 1 GENERAL NOTES CxI3 A14 0162 0O A01 Cx1 0.111 existing roofing to remain 231 24Z 01 62 00,A01 — 231 0350 Structural Existing To Remain OFF L14 0152 OO A01 0152 00,A01 H13 1.013 ceiling 243 09 24 00° 0,111 242 3.101 concrete slab on grade 09 24 00.4,02 3.501 cold formed metal studs r A5 24 ............... W....�.M.r_w r ;Y'hNSMAHrNMxH'.F✓.r.1'F11 Ylh HH MfJ' P Y. -�0. � f= 'Q '�www --- -- a , � � ... = v Zr_ d Z nu O Ipa. wuawu I N loll O A-- z to VV E 131'-4' X 1 UL -G518 3.501 a 131 -4 X UL -Cs518 UL - 131 4 3RD LEVEL _..... m... a! - p,�.,. +— 3RD LEVEL 4 _._.._. _....._____ _..__. a. }- 3RD LEVEL - H1 L1 H1 242 24064413 ; E 242 { 08 44 13.A02 _ 1 4 jf F y a Al4 y 242 243 I Q a ' Al 243 9 l ` �E � A13 2 01 242 +,w+,rm,�,:wawx .. a ¢ erm mrou 124'.8' 2ND LEVEL reu.ru.xrrwnr,x ' r,x,.rn,.wm,r,n 3 � . _m_mmm .mmnm�M . mm. m mm. m_mmm-mmm ,wm _.,.mm_mT m�m m-mmrym..w,r-mm, mmmm.w � �m �m .� 124'-a' • rxm. m,mm'n � 2ND LEVEL 124'-8' .wmm:�mnrw.rn.m,:r,n�m,nwrmmnn.m,n,.a.nwrnr.w,�r.a m m,w„mmmmm,.m,.m,..wmmm,r..,rmm,.,,mArm,wmm -- w, m� _m, m,,,,wm,.m,.,.,.,.,,.,.,.....m, 2ND LE VE L ' a I ,77 i m E I �l' x ! 6 l E I , r 112'4' ! t 112 ...... ..... . 1STLEVEL 1 S T LEVEL 108'-9' — — SLAB LEVEL SEAL G1 WALL SECTION G7 WALL SECTION G13 WALL SECTION .- 1/4"=11.0111/4"-1-0 1/4 cL R1 073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO 0152 00.A01 RENOVATION SIM I SIM/ OFF 0.111 A5 I L5 L9 241 0.111 241 241 0350 , 241 � w, m 124'-8' 2ND L E VE L r,..,"""— -- _ __ ... - EiBaEYPS i ,_. '1/4- 11 1/4,11 :.. � 124'-8' _ _n_ _..__..... LEVEL L �- 2ND LE 124'-8' ND LE VE L i L9 Sim � Hunton 141 Ij ARCH ITECTS 0124 00,A01 1.013 b! n' F14 FAST ? '' �' 241 DATE SUBMISSION NO. 0121 00.001 ' TRACK F�..l 04.15.16 CONSTRUCTION DOCUMENTS 1021 a 05.10.16 ADDENDUM NO. i i 3.501 3.101 241 112'-0' X Is 112'-0' -- ill 171; IT iST LEVEL A9 °' 241 a �T I LI .. _ __III1.1 I IST LEVEL �. I L 1ST LEVEL 03 05 05.AOI 03 05 05.AOI EXTERIOR WALL SECTIONS Al WALL SECTION A7 WALL SECTION A13 WALL SECTION PROJ. NO.H-15021.00 SHEET DRAWN DMC 1/410 1/41' = 11-001 1 1/491 = 19-010 2 0 3 0 4 ■ ■ f ■ i' ■ £i ■ ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 10 ■ ')0 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 I� R ■ P ■ 0 ■ N ■ l`0 L K ■ .a ■ H ■ G F ■ E ■ D C ■ B ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ ? ■ 9 ■ 10 ■ ';1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 13 ■ 19 ■ 20 KEYNOTE LEGEND 03 05 05AO1 underslab vapor barrier 0121 0OA02 rigid foam board roof Q 00A01 insulation � 0124 0121 00.001 thermal bait insulation 09 21 16.K0) 0361 0124 00A01 exterior insulation and finish �� \ ''\\ EXISTING system ■ EXISTING SLAB 01 25 00801 \� 0124 00801 finish coat r Iid 1 0124 00.001 base coat 0124 00.J02 1 .... _ ; 41 6' 3.505 EXISTING 0124 00.001 reinforcing mesh N. DEFLECTION TRACK �' \` E 01 61 00801 0D02 detail mesh �, P �` 01240 0124 00.J 02 } `\\ \ti ,y' , insulation board FULL SEALANT ALL JOINTS = - , 00P01 01 24 0124 00F01 water -resistive barrier coat 01 24 00D01 �01 92 00A01 01 24 00801 � cavity drainage plane with I ". TROWEL APPLIED _I_.I_.._. 01 92 00A01 01 24 00.J02 vertical adhesive notched 01 24 00D02 I . BITUMASTIC SEALANT '� 01 24 00A01 _ ' Fr. ,' trowel configuration 1. (2' WIDE') 01 24 00NO3 ._. I + 01 24 00NO3 drainage J track 3.101 - _ 9 01 24 00.001 NEW 01 24 00.B01 i Joint tape «_-�--.,.."- I 1 ...- I i \ .; - - ... _ •";:,,...,� I .• .;, s z k z 110124, 01 25 00.801 lied membrane vapor Q e �aEs¢si IE�„;,, 01 92 00A02 - retarder 09 6 eH0 00D 01 , k {i 0124 0152 00A01 modified bituminous roofing 3e501 -NN '. r - - .._ I , € o -'•,,� 00.E 01 10162 00$01 03 05 05A01 03 05 05A01 w 01 24 00.J02 e sz Y{s z s: s s s is i EFs i z l'Uvti s:..L i s k; . -. : ..^""_.<:'..,,.,._,.. ..+._ .. .. , 1 eY ', I .I .. � .... s x� � k + v 01 21 00.001 ? ; { ' �' ypsum roofasheathing ne flashing 5e$kF is >;t.. I � A 1 -..0: A 01 52 00D01 g 15 MIL. MINIMUM '. 15 MIL. MINIMUM metal flashing S 01 92 00A01 sealant and backer rod �. ,.-.-...,. 01 24 00F01 _ I I 1 z � � 01 92 0OA02 sea lent 01 52 00eB 02 � IL '� ...L_ 0 24 00D0 I is _ o o -__ sliding entrance rr I ab IF- Ai_ f' 0162 09 1 \ . 08 42 29A01 door assembly I 08 42 29A02 automatic sliding EXISTING STRUCTURAL STUD hurricane -resistant entrance FRAMING REINFORCE TO MEET door assembly STRUCTURAL REQUIREMENTS ■ 12 MIN � T � - 09 21 16K01 exterior sum wall sheathing i r -�'�� g PRE -BACK -WRAP L _ _ 2 r: I 09 96 00A01 high-performance coating TYPICAL 09 96 00801 elastomeric coating M 12 4813AOI entrance floor grille - 1/4' DRAINAGE GAP recessed L1 VAPOR BARRIER TIE - IN DETAIL L5 EXTERIOR SECTION DETAIL L9 EXTERIOR SECTION DETAIL ' 10124 00D01 ■ 6" =1'-0" 3" =1'-0" 3" =1'-0" ' 1302 01 %2 00A01 ' 0124 00F01 L i 0842 29A02 II , t I I I I I ...•- �- GENERAL NOTES I� ; 0111 existing roofing to remain er sheathing F9 I _ 1 exterior ALIGN WITH I i 01 24 00$01 �, g gyp � , 019 existing ex or sumto \ I + 3e501 CIX r remain WINDOW HEAD I � 'w 01 24 00D01 I 111 _,_ \ �' 0124 09 02 0e361 existing steel structure to remain 1.056 revea III PRE -BACK-WRAP, TYP. 10124 00.001 1.302 shim as required t ML-A NA241 z J02 I 01 14 00., ( I s z` •, : II ,I I t ,'�' 0 w I I I, I - t 000D0 I _ 2.012 concret e paving 01 24 00D01 LL� 2301 grade 0124 0001 012403.101 concrete slab on grade _+ a I� 3.102 concrete floor slab o► 09 96 00.801 z I I 01 24 0_ I , -'.._ 3.122 expansion Joint material 01240 3.501 cold formed metal studs * I 01 24 00.001 ' ' 3.505 cold formed metal track H �I V I , • . ; � 01 92 00A01 0 _ _ _ � 01 24 00D 01 I `4 3.816 compressible material . I � W/ WEEP TUBES • I, 14'0C � J 09 96 00A01 I , ALIGN WITH WINDOW SILL II 1 II G SEAL 0 CO F1 EIFS REVEAL F5 EIFS CONTROL JOINT F9 EXTERIOR SECTION DETAIL F14 EXTERIOR SECTION DETAIL A1 s7 '� �', . 6" =1'-0" 6" =1'-0" 6" =1'-0" TYPICAL EIFS COMPOSITION 6" =1'-0" HURRICANE RESISTANT SLIDER HEAD DETAIL `-'�'�'''• °°`• ` ��' Mill F9 ■ 241 FLORIDA HosPITAL 101240 Zephyrhills 1012404 l=. EXISTING EIFS TO REMAIN 10124 00.J02 - _ .�;- i' •;::-, ED EXPANSION & ORTHO 0.191 , RENOVATION 10124 00D01 0361 -- - -- _ ■ ? e-,01 92 00A01 TOP OF SLAB to DOOR 1..._ 24 00801 d °' ° 08 42 29 I s d • A0 I _ " 0124 00D02 • 12 48 13A01 EXISTING NEW0124 00N ... 19 I I e• 1 • • ' 01 24 00eC01 0152 00A01 0152 00A01 ' d Hunton • ° 4 3e102 d° ' 0ei11 01 24 00D01 s. :..- TOP PLY d. e _. 01 24 00.E01 1'-0' LAP TYP. BASE PLY ARCHITECT S 4 y I. 6 ' I ` 0152 00.D 0) 3.816 ` ° •d ` p e 0 p ' e0121 00.AO2 ; I a 0114 00.J02 ° . a DATE SUBMISSION e, d • r ° -'d 04e15.16 CONSTRUCTION DOCUMENTS 24 00•D01 - - _ - • a . d d • e - . 05.10.16 ADDENDUM NO.1 1 - -.._ ° '------ -:-"'"-------T d _ - 4. d 'e ate' I ol .. d e _... ,. -...I._.- • �yy{ ..✓' .. ... _ -" e •.' - °e - ° ° ,e .I • \ ° °..• I ed. e � 'q • i II•.e •.p.. •,+Ih• _.•t. ,e.r.. e 9 I Ie - .. ° • III - e e 4. . _..._ d I I° d. i a 'e s _ I ° e • ° a. d- d '° •° A. e d 4e d.e ° d I. e.• a d e -- --- e • ' ^ • edj a d e -_. ......-__..._.. .__.- - G. .. ■ EXTERIOR SECTION DETAILS PROJ. NO. H-15021.00 SHEET A Al EIFS - WALL JOINT A5 SECTION DETAIL A9 EIFS -WALL BASE A14 SILL DETAIL DRAWN DMC 611 11.011 EXISTING TO NEW EIFS TIE IN 3" =1'-0" CANOPY EXISTING TO NEW TIE IN 6" =1'-0" 6" =1'-0" A241 20 ■ 2 ■ ■ 4 ■ 5 ■ 6 ■ ■ g ■ g ■ 10 ■ 1 ■ 12 ■ 13 ■ 14 ■ Copyright HuntonBrady Architects P.A. All Rights Reserved 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.hu•onbrady.com License AAC001744 r y , w :. :..a _ iit ,;,..:. ,`, .:i� t�i. 9_*.�:' •�31: �'1.rs,?�i� ._ _ .. -i a"'t - ' I .-r, �r�ti �• _ .i `Y: :.� r`�, r ..,' . ' :� 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ a ■ 9 ■ 1() ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 14 ■ 20 R ■ P ■ 0 ■ N ■ M ■ 4 K ■ H ■ G ■ E. ■ D ■ B ■ A HEAD CONNECTION 1 1/16' GAP W/ ALIGN WITH EXTERIOR FINISH SYSTEM SPLICE PLATE 01 92 00A01 1 1/16' GAP W/ SILL CONNECTION 90 DEG. SPLICE PLATE 90 DEG. SPLICE PLATE --? �M/N U r G1 FLASHING DETAIL AT OPENING 691 = 11.011 SLOPE --------------- 0361 � L ,,. mal WLOW! SECTION• ,o. a oa T o �r ,, : ,, IGN WITH KTERIOR FINISH r'STEM ALIGN WITH EXTERIOR FINISH SYSTEM 131'-4' 3RD LEVEL UL DESIGN NUMBER U425 H7 HEAD/ JAMB DETAIL 611 = 1 091 09 21 ib.HO2 15/8' 3 LAYERS UL DESIGN NUMBER U425 A7 HEAD D ETAI L 611 = 11 019 I 1111 ,, ,, ,, ,, KEYNOTE LEGEND 01 62 0O A01 0152 00.5011 03 52 16.A01 lightweight concrete roof insulation assembly F10 70 EXTEND UP OVER 03 52 16$01 lightweight insulating 01 52 00,1504 243 AND DOWN PARAPEt concrete SLOPE 05 50 00.A01 steel angle 01 92 00.A01 05 50 00 GO1 screw 1 I d bl k 09 24 00,4021T.O. 06 0 00.A0 woo oc ing 0121 00.001 thermal batt insulation PARAPET 01 25 00$01 : a� �, TO MATCH 01 25 00$01 fluid -a lied membrane petarder - , 06 10 00.A01 ' EXSITING vapor 0125 00.001 2X P.T. =; ;I 0125 00.001 self -adhering flexible a` TO LAP OVER METAL flashing FLASHING 0152 00.D01 =; �I 0152 00,A01 modified bituminous d 3BOI ;I roofing 09 24 00.J01 01 92 00.A02 0152 00$01 base flashing 01 52 00$02 liquid membrane flashing 09 24 00.D01 W/ WEEPS 24' O.C. 01 52 00.801 1 09 24 00.A02 0152 00$03 flexible flashing 0152 00$04 self -adhering flashing 01 00.501 0152 00.001 rigid board roof insulation <r ° !.62 w.1 A wwM wn +. i 0152 OO D01 gypsum roof sheathing SECTION DETAIL H13 SECTION DETAIL 3.104 concrete roof slab 3311 concrete masonry unit 3" =1'-0" 3.412 steel bent plate 3.501 cold formed metal studs 3hlI metal deck 0125 oa a ' TO LAP OVER w MEMBRANE. 24 OOJOI TOS OS 24 ,,,, . ,, �A 016200.801 I r ,II I A13 EXTERIOR SECTION DETAIL 31' = 11.011 d A A14 EXTERIOR SECTION DETAILS 311 = 11-001 ' 2X P.T. T.O. PARAPET 70 MATCH EXSITING T.O. STEEL / 507 OF DECK 70 MATCH EXSITING SEAL AR.160 3 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton 6 A R C H I T E CRTS .15.16 CONSTRUCTION DOCUMENTS .10.16 ADDENDUM NO, 1 1 EXTERIOR SECTION DETAILS PROJ. NO. H-15021.00 SHEET DRAWN Author A2490 ■ 3 0 4 15 • 0 7 0 • 0 10 0 11 0 12. • :3 • 14 ■ Copyright Hunton Brady Architects P.A. All Rights Reserved 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2. ■ ::3 ■ 12 ■ 13 ■ 14 ■ IS ■ itii ■ '11 ■ 18 ■ 19 ■ 20 R ■ P ■ N ■ M ■ K H ■ c:a ■ ■ E ■ D ■ ■ B ■ A KEYNOTE LEGEND 06 10 00A01 wood blocking 06 20 0OA01 wood sill 0121 00.CO1 thermal bait insulation 1 0125 00B0) fluid -applied membrane vapor 01 25 00801 IE 0.141 3.501 retarder 0125 O0°COI self -adhering flexible flashing C f 0152 00A01 modified bituminous roofing 09 24 00A01 'I' � t ( 1 09 21 16.H01 0152 00,801 base flashing 09 21 i6.E 02 01 92 0OA02 01 62 00F02 01 51 00804 self -adhering flashing g g 0125 00.001 I r', 01 21 00.001 1-ROWS BETWEEN 10152 00°B04 0152 00.001 rigid board roof insulation 09 24 00801 i �' . ; 09 21 1 H01 SPLICE PLATE 01 62 00A01 0162 00A01 0152 OOD02 roof cover board 0154 00.1301 base flashing AND CAP 09 24 00J 01 0125 00.COi FLASHING, EACH 0162 00A01 metal coping 1. 06 10 00A01 FRT SIDE 0162 00.501 metal flashing O9 24 00D0Z -.,.,... 10,01 01 92 0OA 11 01 95 13A02 1/2' GAP z � / ? � 01 62 00803 metal sill flashing 62 00.p edge metal drip e g 0162 00F02 continuous metal cleat cID I 01 62 00A01 � r ' / //%; �/� 01 62 00 M01 l downspout metaowns p 09 21 16801 _ �'' ;� / 0162 00.P01 ' • 0 D : • . ; 01 62 00.004 r''/;.j /. ' E/ , / / metal gutter 0162 00.P01 metal gutter splice cover d, /, ;.' 01 92 00A02 {plate d • • •10152091, 0162 OOB01 01 92 OOAOi 09 21 16N0 01 92 00A02 i d ° •.d �• • d ° ° a'��d ° •• d d ? ° • ` d • " • • ° • ` `°< ' l Y 3� TO EXTEND UP OVER AND DOWN ' ' :'/ ;j' / ' % ' / ; ' / 01 52 00801 FLASHING MEMBRANE TO WRAP OVER PT WOOD 0184 00A01 firestopping assembly 01 92 00A01 sealant and backer rod 01 92 COA02 sealant 2 LAYERScov 1302 I I I I ICI II:I SEE CODE SUMMARY pp �..,,,.. Y:... t" c ep s s;� fe=`' PARAPET , , ; ; ; / �� i� / ' �� BLOCKING BL ING 01 95 13AOI floor to floor expansion Joint EXISTING CONCRETE / i./ 01 95 13A02 floors to wall expansion joint p J FOR RATING 1 SLAB i cover f 08 44 13A01 08 44 13AOI glazed aluminum curtain wall system 0184 0OA01 -' TO NEW ROOF TO EXISTING 09 21 16B01 metal stud ROOF 09 21 16.E02 metal hat channel furring ' 09 21 i6°HO1 gypsum board ` I ` R 09 21 16NO1 corner bead 09 24 00A01 stucco -' 09 24 0OA02 stucco on metal lath L1 HEAD DETAIL L5 SECTION DETAIL �''' L14 TYPICAL COPING DETAIL 09 24 00B0i metal lath STEP 1 , �.�a`�' -'' 09 24 OOD02 casing bead 6" =1'-0" 3" =1'-0" FLOOR TO WALL EXPANSION JOINT DETAIL 3" =1'-0" 09 24 00.J01 spacer 09 30 OOJ401 grout 09 96 00801 elastomeric coating 01 92 0OA021 2-ROWS BETWEEN CAP FLASHING AND 10152 00A01 CAP FLASHING 01 52 00801 SPLICE COVER, 10152 OOD02 EACH SIDE, AND AT 06 10 00A01 1/2' GAP 10152 00.COI 1302 01 92 0OA02 f 01 62 001503 0610 00A01 P.T. 0844 13A01 _ 06 20 00A01 ;/ I d 0162 00A01 .-.--.-------------- , ---- -- ``' GENERAL NOTES 0J41 existing masonry to remain 0111 existing roofing to remain 1302 shim as required �/ . �. • ° ` . d • 1 I 09 24 00A01 STEP 2 � � f °°f� � I,1 �� �/ ;� �Ii'� _, ,-- -- . -- -� � -- 01 92 0 0A01 - - - .! :.✓�- .� -.% : - : f _- / ! �; , 1 , "; , ,fit x 3.102 concrete floor slab 140 09 24 00801 concrete roof slab on metal 01 62 9 03 --------------------- / ° 01 25 00801t<'1y E 3311 concrete masonry unit 01 92 00A02 l 09 21 ib°H01 d. f, I .I d... I i� F t0 SECTION REFER w" fls3s �;`� 1 (�i�1 . ' , SEE SECTION K' 3316 grout fill 3.403 steel angle 09 24 00D02 I;: ..t• / d DETAIL FOR iI�I ��� ,,'h1, ;�� ;� , . ' ,', //, 01 52 00A01 3.501 cold formed metal OS 24��, I I , SHEATHING AND 1 / i k' studs 3°551 expansion bolt - d ; FRAMING , �� 09 21 16801 /' /' r ' 3.109 09 24 00A02 0125 0OB01_ 3 5/8' I�`y - � 3°551 01 6Z 00.P01 6 x6 ' Iv 0 WO.001 3.403 x' 0 1 62 00M01 3311 / : X 01 54 00B 11 I 3311 SEAL ........ .... F1 SECTION DETAIL F5 STUCCO ASSEMBLY DETAIL F10 METAL COPING SPLICE JOINT DETAIL F14 GUTTER DETAIL Win. Oq! � `V l �e 61. 12" = 1'-0" 1/411 _ �'-0" 3@1 = 1 011 //�j 3!1 l9f1 0162 00A011 01 92 OOAOi MIN. END JOINT TO FLORIDA HOSPITAL PREFAB BE 1/2' FASTENED Zephyrhills 01 62 00803 WITH 044 STAINLESS F10 STEEL POP RIVETS ED EXPANSION & ORTHO 01 62 0OA01 243 RENOVATION GUTTER END NEW EXISTING I., / CLOSURE 01 62 00.P01 0152 00ACI 10152 00A01 / E . TOP PLY 1 / '10 ; {»zi't Koi PI}' ��I / .•/ '�a � II t�l, M1iPd \ S I it !� Y°k 01 95 13A01 SEE CODE SUMMARY BASE PLY 1-0 LAP tYP. � r �fil�; 1,pr 1 , �"'� u t o n FOR RATING 6 6 ,I=,;,1 t �;4i - 1 liai���' III � I. 1 1 MATCH EXSITING FINISH ARCHITECT • .. ,,-, .t / BETWEEN GUTTER AND • � _ '' .: . .... .c„ e. w.cu we ...,...w w,.,ow. SPLICE COVER PLATE DATE SUBMISSION NO. / AND FASTENED WiTH44 N CONSTRUCTION DOCUMENTS — P 0 .5.16 d 40* RiVETS 05.10.16 ADDENDUM N0.1 1 _._ � 01 62 00.P01 I , EXISTING CONCRETE SLABF„ 3.102 01 s4 OOA01 GUTTER WELDED CORNER SPLICE JOINT 6NOM° EXTERIOR SECTION DETAILS Al SECTION DETAIL A5 SECTION DETAIL A10 90 DEG. METAL COPING JOINT DETAIL A14 GUTTER DETAIL PROJ. NO. H-15021.00 SHEET DRAWN Author FLOOR TO FLOOR EXPANSION JOINT DETAIL A2043 310 =1'-0" 3" =1'-0" 3/16" =1'-0" 1 1/2" = 1'-0" R ■ P ■ 0 ■ N ■ M rr. ■ h ■ ■ H ■ ■ F ■ E ■ D ■ L ■ B ■ A 1 . 3 ■ 4 ■ ■ 6 ■ r` ■ E3 ■ 9 ■ 10 ■ 1 1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 13 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 t"!i'r am., is -�Af .�,!!R i'd'M '] 1, r' •! r ... flt .. 1 1 ■ 2 ■ 3 ■ i ■ 5 ■ 6 ■ I ■ 8 ■ �, 10 ■ 11 ■ 12 ■ 1:3 ■ 14 IN 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N �1 ■ K .J ■ I-� ■ e; ■ F ■ E ■ D ■ C ■ B ■ A KEYNOTE LEGEND 05 50 OOE05 brake metal 06 10 0OA01 wood blocking 0121 00,C01 thermal batt insulation 01 24 00A01 exterior insulation and finish system 0124 00B01 finish coat 0124 00.001 base coat 0124 00.001 reinforcing mesh 0124 OOD02 detail mesh 0124 COW insulation board 0124 00FOl water -resistive barrier coat H1 H1 0125 00A01 self -adhering sheet membrane 24 24 SIM H1 vapor retarder 4'-0' SIM 242 Sim 0125 00801 fluid -applied membrane vapor 5'-9 3/4' 41_01 retarder flexible flashing 01 62 00801 metalflashing g 0 I I I I I I 01 91 00A01 precompresaed foam expansio l l l l l H1 24 I a I H1 e H1 I j oint seal l 24 SIM 24 b 24 01 92 00A01 sealant and backer rod I I IIII IIII I .............:.....».k.__ SIM I Sim 01 92 0CA02 sealant e Al 01 95 13AO1 floor to floor expansion joint _ e Al Al 24 a `r ,d 24 0 �- Al cover 01 95 13BOI wall to wall expansion joint M 24 S iM SIM 24 SIM cover — __ __ »_ -- --• — --- — 08 42 29AO2 automatic sliding hurricane -resistant entrance door assembly 09 21 16K01 O 08 44 13AO2 hurricane resistant glazed O O O aluminum curtain wall system EXISTING 08 80 00.J01 insulating hurricane resistant aminated low E clear glass 01 24 09 21 16A01 gypsum board / metal stud EXISTING L; interior partition -see 01 62 partition types 09 21 16,H01 gypsum board - - -- ::' 09 21 lb.H02 fire -rated psum board 0124 OOB01 i , • _ _ L7 EXTERIOR GLAZED OPENINGS 09 21 16K01 exterior gypsum wall sheathing 10124 00D02 09 21 I6N01 corner bead 09 24 0OA01 stucco _ 01 24 00.001 ... , :: ` ;. 09 24 00.A02 stucco on metal lath 01 21 00°C01 09 24 00801 metal lath 0124 09 24 OOD02 casing bead 01 24 00.E01 ___ __. ,.____ :_ ,,. ,,, 3.501 09 24 00.JO1 spacer - • LIG ...__.. _._..._.__.._.- .... WITH EXISTING _ 01 24 00F01 t :-•. 16K01 O9 21MATCH 0124 00D01 `. AL IGN AND ALIGN a z _ WITH EXISTING 01 62 F13 EXISTING STRUCTURAL STUD , EXISTING GENERAL NOTES FRAMING -REINFORCE TO MEET . ' : ;,•.,. 0.141 exiatin masonr to remain STRUCTURAL REQUIREMENTS , - .._ __. 0113 existing membrane flashing to PRE -BACK -WRAF � � � 3 01 n remain TYPICAL __ - - =: - - - - - - 09 21 01 16A � � � 0.190 Architectural Existing To Remain Finishes �� � _: :.. ;. 01 24 00A01 Y EXISTING Vill existing stucco to remain 1/4' DRAINAGE GAP 09 21 16N01 09 21 16.H02 • 01 92 00A01 ' 1302 shim as required _ _ r au a cold fo me meta I t d d 10124 00.001 01 92 0OA02 - _ 09 24 00D02 - -— — 50 TO MATCH ALUMINUM.:.. `- UL DESIGN NUM U425 ` ;_ : .- -_ NUMBER - T !_.a . "gin login goom _ . SLIDING DOOR FINISH 01 25 00801 --------------------------------------- - 2-- LAYERS 01 25 00A01 2� 4\- 0124 00F01 1 09 24 00.AO2 XISTING EIFS I I TO REMAIN 0842 29A02 OFF I Al 251 I 09 24 00.D02 1012400 A0) MATCH EXISTING NOTE: 0124 00D01 SEAL 01 92 00A02 — — — — — 01 92 00A01 T PROFILES ALL EXTERIOR WALL PR LE 1 2 LAYERS AND TRIMS TO MATCH t AL iGN WITH EXISTING 01 24 00801 �`�' �t LO 08 44 13AO2 ,� CO F 1 EXTERIOR PLAN DETAIL F7 PLAN DETAIL F 13 PLAN DETAIL a AR16073 i %�`'....,j�`1��� ����r/DII n— n 6 -1 -0 HURRICANE RESISTANT SLIDE JA B ETAIL n— n 3 -1 -0 go — n 6 -1 -0 EXISTING TO NEW EIFS TIE IN 1 FLORIDA HOSPITAL 3.501 zephyrhills 09 21 16K01 09 24 00D02 08 44 13A02 08 44 13A02 ED EXPANSION & ORTHO 01 92 00A02 RENOVATION 01,310 0A01 SEALANT AT BOTH ENDS F.R.T. 06 10 00A01 01 92 00A01 09 24 00.A02 {-' 01 92 00A02 01 92 00A01 Al 251 I 0125 00801 -' --- 01 92 00A01 01 92 00A02 09 21 I6A01 I I 09 21 16K01 , ,. BEHIND PRESURE CAP _.. • .. ' . ' :_'..`: ,. a • 09 24 00D02 09 21 16°H01 8 3/4 3e501 • .• .,' ...• e 01 25 00.801 01 21 00,C01 _Hunton _i 4 01 21 00.001 : 09 24 00D02 241 •'' r '-` _ CIO 01 91 00A01 ARCH ITECT S 01 92 00A01 _ _ ;_, 09 24 OOD02 DAT SUBMISSION NO. e e a .D M CONSTRUCTION D •.16 UUMI -- -- --y - « .. I : •.:::: '. ' ` r = :...:::: - - �. ADDENDUM NO 10 1 --- --------------------- -- -- ------ , r 09 24 00A01 — — , OS 24 00B011 4714 ' , 1 - 09 24 00.J01 I ,. I I - _ XXXXX X _ 0.141 0125 00.001 BELOW :..' _ EXTERIOR PLAN DETAILS AND 01 62 OOB014"111111 09 24 00A02 0125 00801 01 95 13AOI BELOW ALIGN i EXTERIOR GLAZED OPENINGS Al PLAN DETAIL A7 PLAN DETAIL A13 PLAN DETAIL AT EXPANSION JOINT PROJ. NO. H-15021.00 SHEET DRAWN DMC A251 1 1 /2" =1'-0" 1 ■ 2 ■ 3 ■ 4 ■ ■ Ei ■ 7 ■ 8 ■ 9 ■ 1(? ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 10 ■ 17 ■ 18 ■ 19 ■ 2.0 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 R ■ R ■ ■ N ■ m ■ L ■ K ■ J ■ N ■ G ■ F ■ E ■ D ■ C ■ ■ 0 1 0 2 ■ 3 0 4 0 o a V Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 ' L uopyrignt huntontsrady Arcnitects F.A. All Kignts Keservea. 8UU N. magnolia Ave., Suite bUU, Urlando, Florida 32803 (401) 839-0886 (407) 839-WO9/1-ax www.huntonbrady.com License AAC001744 1 ■ r- ■ ■ ■ ■ ■ I 4 CEILING: LEGEND 09 21 16F01 gypsum board ceiling suspension system 09 51 00.A01 suspended acoustical ■ I panel ceiling system 1 5.051 Fire sprinkler head 6,011 supply air diffuser 6.051 return air grille N 1 6,101 exhaust air grille ■ 1.101 fluorescent light 0 Fixture 1.102 downlight fixture ■ 0 GENERAL NOTES 1. ALL CEILINGS TO BE 9'-0' UNO 2. ALL 501=FITS OVER CASEWORK TO BE 1'-2' UNO ■ 3, COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWING5 SEAL �o AR1 07 FLORIDA HOSPITAL . Zephyrhills ED EXPANSION & ORTHO RENOVATION D Hunton : . • A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. 1 1 REFLECTED CEILING PLAN - 2ND LEVEL - AREA 2 N C? ate-+ A Al REFLECTED CEILING PLAN - 2ND LEVEL - AREA 2 PROJ. NO.H-15021.00 SHEET T DRAWN DMC m m 1/8" = 1'-01, A422=m==m..j 0 s• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i t ■ 11 ■ ■ 14 ■ 15 ■ ■ 7 ■ 18 ■ ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001 /44 cn a a is , CEILING: LEGEND 09 21 16F01 gypsum board ceiling suspension system 09 51 00.A01 suspended acoustical ■ I panel ceiling system 1 5.051 Fire sprinkler head 6,011 supply air diffuser 6.051 return air grille N 1 6,101 exhaust air grille ■ 1.101 fluorescent light 0 Fixture 1.102 downlight fixture ■ 0 GENERAL NOTES 1. ALL CEILINGS TO BE 9'-0' UNO 2. ALL 501=FITS OVER CASEWORK TO BE 1'-2' UNO ■ 3, COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWING5 SEAL �o AR1 07 FLORIDA HOSPITAL . Zephyrhills ED EXPANSION & ORTHO RENOVATION D Hunton : . • A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. 1 1 REFLECTED CEILING PLAN - 2ND LEVEL - AREA 2 N C? ate-+ A Al REFLECTED CEILING PLAN - 2ND LEVEL - AREA 2 PROJ. NO.H-15021.00 SHEET T DRAWN DMC m m 1/8" = 1'-01, A422=m==m..j 0 s• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i t ■ 11 ■ ■ 14 ■ 15 ■ ■ 7 ■ 18 ■ ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001 /44 cn a a is , 1 ■ 2 ■ 3 ■ 4 ■ s ■ 6 ■ ! ■ a ■ 9 ■ 10 ■ 11 ■ 12 ■ 1:3 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1 ■ ■ 3 ■ ■ a ■ 6 ■ 7 ■ 8 ■ 9 ■ 1() ■ 1 t ■ I ' 34 ■ 1D ■ la ■ 1 r ■ 10 ■ IV ■ zu Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ � ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 IR R ■ P ■ O ■ N ■ M ■ I. K ■ fi ■ G ■ F ■ ■ D ■ c: ■ B ■ A L__C� II 6 �I II 1 ' D N ------ At Y 0 Y 1.101 TYPICAL WALL SHALL BE WRAPPED IN WF- 01, WITH SOLID SURFACE AS THE TOP CAP. DECORATIVE GLASS ABOVE - GD-01. N1 INTERIOR ELEVATION 1/411 =1'-0" OBSERVE CARE 1------ p A Y X � M ----- r-—- I — VV II II— 11------- Y X II II N A II R p II 11 Y X II II tl N r r ----- ----, r------- --- a r----- y----- i — y I I I I I I I J1 INTERIOR ELEVATION 1/411=19-0" OBSERVE CARE I w N AI XII ,VI 1,� III X 11 II E1 INTERIOR ELEVATION 1/4" =1'-0" OBSERVE CARE E4 INTERIOR ELEVATION 1/41'=1'-0" OBSERVE CARE A4 INTERIOR ELEVATION 1/411=1'-0" OBSERVE CARE 1,402 J8 ENLARGED CEILING PLAN 1/4" =1'-011 2'-2' PAN Min M61 " A 119 E8 INTERIOR ELEVATION 1/4" =1'-0" OBSERVE CARE 1026OIA01 �- -01 SEAMS SHALL BE ITALLED W/ VANDAL- SiSTANT CAULK 54436 - 06 0 i 1 N I A8 INTERIOR ELEVATION 1/4" =1'-0" SECURE HOLD 108 33 23,AO3 I TYP. F. 1.402 TYP, IA02 TYP. !' 'I W I''f "i A �� 119 ! �' ✓� I I I 1 i I 1 I 1 2 3 �� 4 F_ I I w w I i OMeeliltyr-� -_ - r CARE - 1162 _ 1 I I W Y I I I 1149 A I #, I I I I I I I 1 �_ 1 �I�---------E.8- ----�R J "1° I 4�p I o � I I I �\ I jI I / xr _ E1 NI A515 Jl E4, I I ma I I I I i I I I I a,4 4 0 -, 10 8 F = 9 A II II II I I I II I -- C'V �------ Fill C'V --- J14 ENLARGED FLOOR PLAN 1/4" = 11-0" 112- in w w E12 ENLARGED CEILING PLAN 1/41'=1'-0" SECURE HOLD Y-i-2 4'-6' 1' '-0' i� u� o • •— Al2 INTERIOR ELEVATION 1/4" = 1'-0" SECURE HOLD KEYNOTE LEGEND CEILING LEGEND 06 41 00.001 plastic laminate faced base cabinet 06 41 00.0O2 plastic laminate faced wall cabinet 06 41 00.Cll plastic laminate faced panel OS 21 16F01 gypsum board ceiling suspension system 08 33 23.AO3 interior overhead coiling door 09 21 16F01 gypsum board ceiling suspension system 09 51 0O A01 suspended acoustical panel OS 51 00AA01 suspended acoustical panel ceiling system ceiling system 10 21 23.AO1 cubicle track 10 26 OI A01 rigid sheet wall protection 5.051 fire sprinkler head 12 36 00.E01 solid surfacing countertop 12 36 00AE02 solid surfacing countertop with integral sink 6.011 supply air diffuser GENERAL NOTES 6.051 return air grille " 1.014 soffit 1.402 furniture allowance 1.101 see Door Schedule for door t9pe exhaust 0-grilla--- 6,101 1.102 see Door Schedule / Frame types / Glazed Opening types for glass 4202 lavatory (counter mounted) 1.101 fluorescent light fixture 4203 sink 5.051 fire sprinkler head 6.011 supply air diffuser 1.102 downlight fixture 6.051 return air grille 0 6.101 exhaust air grille 1.101 fluorescent light fixture 1.102 downlight fixture GENERAL NOTES 1. ALL CEILINGS TO BE SI-0' UNO 2. ALL SOFFITS OVER CASEWORK TO BE 1'-2' UNO 3. COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWINGS EQUIPMENT LEGEND 22446-008 bracket, monitor, physiologic, wall mtd 25868-028 dispenser, soap, wall mtd 26064-014 dispenser, paper towel, surf mtd 26364-053 dispenser, glove, triple box 44016-000 monitor, physiologic, bedside 44361-015 stand, IV, chrome 46260-025 stand, mayo, foot -operated 53836-008 hamper, linen 54414-018 stool, exam, cushion -seat 54436-060 stretcher, procedure/recovery 54681-002 waste can, bio-hazardous, 12gal 54688-015 waste can, open top, 23gal ,............. .� wµ AS R\ IAr I 11 -EXAM 10 --- �515 12 SECURE u; HOLD A16 'QLL _— I ei � 1148 I I I � H 1 - 1 >.0 ❑ 4-ar ..n 13 VE PAT �O+LET — r 141 1146 r s I I � , € 08 33 23.AO3 E16 ENLARGED FLOOR PLAN 1/4" = 1'-0" SECURE HOLD r A16 INTERIOR ELEVATION 1/411= 1'-0" SECURE HOLD SEAL &FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T S 4ISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. i ENLARGED PLANS AND ELEVATIONS -SECURE HOLD AND OBSERVE CARE PROJ. NO. H-15021.00 SHEET DRAWN DMC 1 ■ 2 ■ A515 3 ■ 4 ■ ? ■ 6 ■ 7 ■ t; ■ ■ 1l3 ■ I I ■ r: ■ I i 1 v v - to I iv Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 . —... ... - -.... ,. e - ;. ) aK+, c ,. . : I . ,.I ''. y',.; ji.. a „_ � �� - - - .��a'N �... _.. �_•vyr s.N �i,��� �,^ .i ... .�ty,�, � � aN A � _1 rn�wa��wwsie�w■i�■� fe■■� i i 1 J —J + L L1 1 ■ ■ 3 ■ 4 ■ 5 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 1 Ei ■ 15 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N M ■ I_ ■ K ■ I -I ■ G ■ F ■ D ■ ■ A N1 1/4" = 11 -0" INTERIOR ELEVATION 102130 00A03� TP-05 10 28 00N01 25868-028 Y6084-014 4z01 N4 INTERIOR ELEVATION 1 /4" = 1'-0" OS 30 00.A03 10 28 00,M01 71! i a: STATION A516 Al 1105 (A516 r-. MEDS A14 NOURISH c_=__°� L _ _ J MR111 tOwl ' CLEAN E8 , �� 1104 l '-14' J1 INTERIOR ELEVATION J4 INTERIOR ELEVATION J8 ENLARGED CEILING PLAN J14 ENLARGED FLOOR PLAN 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" E1 1/4" =1'-0" INTERIOR ELEVATION Al INTERIOR ELEVATION 1/4" = 11 -011 1105 NURSE STATION E8 1/4" =1'-0" c<l INTERIOR ELEVATION E14 INTERIOR ELEVATION 1/4" = 19 -0" E1 KEYNOTE LEGEND 06 41 00.CO2 plastic laminate faced wall cabinet 06 41 00.C11 plastic laminate faced panel 09 21 16F01 gypsum board ceiling suspension system 09 30 0O A03 porcelain the 09 51 00,A01 suspended acoustical panel ceiling system 10 26 01.A01 rigid sheet wall protection 10 26 01B03 corner guard 10 28 00F01 toilet tissue dispenser - surface mounted 10 28 00,G01 seat cover dispenser - surface mounted 10 28 00M01 grab bar - wall mounted 10 28 00N01 framed mirror 12 36 00.E01 solid surfacing countertop 12 36 00.E02 solid surfacing countertop with integral sink GENERAL NOTES 1.014 soffit 1,101 see Door Schedule for door type 4.201 lavatory (wall hung) 4203 sink 4.206 water closet (floor mounted) 5.051 fire sprinkler head 6.011 supply air diffuser 6.051 return air grille 6.101 exhaust air grille 1.101 fluorescent light fixture 1.102 downlight fixture 1,109 pendant light fixture EQUIPMENT LEGEND 25868-028 dispenser, soap, wall mtd 26084-014 dispenser, paper towel, surf mtd 43108-110 dispenser, medication, host (main) 43111-000 dispenser, medication, single column (4 doors) 45134-002 coffee maker, single cup 54103-043 oven, microwave, countertop 54S42-046 refrigerator, domestic, w/freezer 56050-020 refrigerator, commercial, undercounter Ell E15 61 61 =1014 3'-0' -30, 93'- 3'-0' SrZU? I NOW W JIM I 01-M �I � �����I��i■i4_�JI_�F�1� �f�l� III a Lvil r1_2 Ii AM, 1 A14 INTERIOR ELEVATION 1/4" =1'-0" 1105 NURSE STATION (MEDS/NOUR) MEEMI 06 41 00.0O2 12 36 00.E 02 26084-014 25868 ) 4203 06 41 00,C11 CEILING LEGEND O9 21 16POI gypsum board ceiling suspension system 09 51 00.A01 suspended acoustical panel ceiling system 5.051 fire sprinkler head 6.011 supply air diffuser 6.051 return air grille 6.101 exhaust 3Ir grille 1.101 fluorescent light fixture 1.102 downlight fixture O GENERAL NOTES 1. ALL CEILINGS TO BE 9'-0' UNO 2. ALL SOFFITS OVER CASEWORK TO BE 1'-2' UNO 3. COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWINGS SEAL FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E4CT 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. 1 ENLARGED PLANS AND ELEVATIONS - NURSE STATION PROJ. NO. H-15021.00 SHEET DRAWN DMC A516 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 77�209 till !':L _ .. i u.L �� ,. . r. -. _ . -1 _ i. , R ■ p ■ ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ L ■ D ■ G ■ B ■ R 1 ■ 2 ■ 3 ■ I ■ 5 ■ 6 ■ 7 ■ E ■ g ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 k,upyngrn numonoraay Mrcnueurs r-.H. Hn rugnis meserveo. auu nc iviagnoua Ave., z)uiie ouu, unanoo, rionoa azuus (out) tms j-utsuo (out) u3a- i tuairax www.nunionDraoy.com License wAcuui t44 ,a N a.� �7 M C 0 C >- z r 5 R ■ P ■ 0 N M ;_ ■ K ■ J li c., ■ F ■ E: ■ D ■ C ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 0 ■ 10 ■ 1 ■ 12 ■ 13 ■ 14 ■ 1 5 ■ 16 ■ 17 ■ 18 ■ iy ■ 20 KEYNOTE LEGEND 06 41 00.001 plastic laminate faced base CEILING LEGEND CHART A521 CORK cabinet ALCM 22E4` *V,2-�e 3 2 2 -6 ' 4.203 06 41 00.CO2 plastic laminate faced wall 09 21 16F01 gypsum board ceiling 2254 FC R MIN CC cabinet suspension system -06 41 00•CO3 plastic laminate faced tall r , ! w 1t a OWN 8 Eta 5 3 v 8 3 4S I'. I cabinet NOURISH06 41 00Cll lactic laminate faced anel p p�_ 09 51 00.A01 suspended acoustical IL D panel ceiling system 09 21 16F01 gypsum board ceilingE P,� II m "° 8uapen810n systemAl2 L . DI UTILITY COMM�� 3 �_� - �; 09 51 00•A01 suspended acoustical panel 1.101 CORK I �� -1 0 2225 I ceiling system Al A521 A6 I Q - - - 12 36 00,E01 solid surfacin countertop5.051 fire sprinkler head 22E2 , �I��IT LJ---- - L� EQUIP g A521 12 O A4 A521 12 36 00•EO2 solid surfacing countertop with i Fk _Ji CLEAN/ �� _ A, 2226 ' integral sink I f €tt P �__� - 12 36 00.E05 solid surfacing anal w 4 I`¢3''� - - �1- MEDS NURSES I A521 Al 6.011 ■ t ��� 2222 I STATIO I� 7 OFF _ fi, supply air diffuser J.a Cq �, 2223 j \y3 C • , JAN `� I 6 -� _ :IA -, GENERAL NOTES 3 I iiiPPP IIM 2205;;o (0 051 return air grille 4'-5' 6'-0' 4'- 6'-6' J 1 0.191 existing partition to remain I 1 �J � s 1 1.014 soffit I Z, FAMI._ I: ffspat � A15 A11 �1.101 oorSchedulefordoor see D 61 61 CORR C� R D S C R C R type 55631-015 4.201 lavator (wall hung) 6.101 exhaust air grille 22E3 A521 y 4203 sink 4.212 clinical sink (floor mounted) 5.051 fire sprinkler head 1.101 fluorescent light ' 6.011 supply air diffuser fixture N1 INTERIOR ELEVATION N7 ENLARGED FLOOR PLAN 6.051 return air grille 6.101 exhaust air grille 1/4" = 1'-0" 2103 RECEPTION 1/4" = 1'-0" 2223 NURSE STATION 1.101 fluorescent light fixture 1.102 downlight fixture 1.102 downlight fixture o Al2 65 1 M 41• 5 i/4' 1 L AFF. 1 ` GENERAL NOtEB i 3/8 EQUIPMENT LEGEND 1. ALL CEILINGS TO BE 9'-0' UNO 24811-032 ice machine, dispenser, nugget, 2. ALL SOFFITS OVER CASEWORK TO BE countertop 1-2 UNO 3 COORDINATE ALL CEILING MOUNTED 9 ` . .......................... $s 0.191 � o l ... g s awl I 25868-028 dispenser, soap, wall mtd !r 26084-014 dispenser, paper towel, surf EQUIPMENT WITH VENDOR DRAWINGS a F _ mtd L 43108-110 dispenser, medication, host (main) 43111-000 dispenser, medication, single column (4 doors) 1' ' 46822-000 printer, laser, multifunction ■ _ = m�� ,w... o - , i - 54103-043 oven, microwave, countertop 4 l _w Wa_ 54942-046 refrigerator, domestic, �� I _ L....._ _ w/freezer CA 55831-015 cart, utility, wire K '£ 0 commercial, 4 - 56050-02 refrigerator, c al, undercounter -771 I AFF y Ail : g i 61 81- ' AYP 0 M . 0 n _ o cr ,I 3 1/4' S' 1 Al2 H1 INTERIOR ELEVATION H7 ENLARGED CEILING PLAN 1/4" = 11-0" 2103 RECEPTION 1/4" = 1'4" 2223 NURSE STATION r� E15 Ell J15 E15 61 61 61 61 ■ 54 03.043 2'-6 2'-6 2'-9' '41/2'-4' 3'-0' 3'-0' l. 3'-0' 3'-0' 06 41 00.CO2 1.014 SEAL 0 .. ii... 24811-032 =� _ - _ FOR i 1101 06 41 00.CO2 Y L°- l 46822-000 i , �► . i ,. ti;: ° A C,;.� ■ - 00,E 01 ` _ y - 6 E �--�' T--� --� :9 �-- 12 36 00,E0) r M 2'-6 2'-6 21- '-3"-3' 3'-0' 5'-3 1/2' '-9 1/2' 5 06 41 00001 2' 8' 8' 2' 6' 4.201 12 36 00.E 05 12 36 00.E 05 ro A11 A11 A8 E15 E11 E11 E15 rA 1-5**11 IN E15 A15 E15 FLORIDA HOSPITAL 1 61 61 61 61 61 61 61 61 61 6 61 Zephyrhills ED EXPANSION & ORTHO D1 INTERIOR ELEVATION D4 INTERIOR ELEVATION D8 INTERIOR ELEVATION D12 INTERIOR ELEVATION D15 INTERIOR ELEVATION RENOVATION 1/4" = 11 -0" 2253 NOURISHMENT 1/4" =1'-0" 2223 NURSE STATION 1/4" = V-0" 2223 NURSE STATION 1/4" =1'-0" 2223 NURSE STATION 1/411 =19.011 2223 NURSE STATION b pp^^�� 1' D E Hunton 06 41 00.CI1 1.014 '4' 2'-6' 2'-6' 1' 1.014 ■ ARCHITECT S 06 41 00 CO2 25868-028 26084-014 06 410 26084-014 25868-028 = _ = F = _ 43111(43108-1 -000 123600.E02-n, _n 4.212 L J � J ;' L J � J 12 36 00,E 02 �, _ _ _ _ _ 11 II - I o _ i _ 0 55831-015 56050-020 11 II II II _ T CV n II II II e=--r-- '� i�'-- �� r- - - - - -I II i // ='=== = =�= �=r'===�1 �_=�==r3 J ii ii ii � I I C'V th IC ---- J L-'-- 11 N - - - - - - - - 06 41 00001 l L___JI I II 0 Iu7.i w ll i L _ _ _ JI I ruTin I I I I I I II I II DATE SUBMISSION NO. 43111-000 0415.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 1 ■ 1401 31.61 EQ EQ L 3'-10' EQ EQ 2'-6 2'-1 ' �. 1064100001 06 41 00001 1.101 11 All Nll Al All AS 61 61 61 61 61 ENLARGED PLANS AND ELEVATIONS - 2ND LEVEL RECEPTION AND NURSE STATION Al INTERIOR ELEVATION A4 INTERIOR ELEVATION A8 INTERIOR ELEVATION Al2 INTERIOR ELEVATION A15 INTERIOR ELEVATION PROJ. NO. H-15021.00 SHEETDRAWN DMc A IA521....,j 114" =11-0" 2225 SOIL RM 1/4" =1'-0" 2227 NURSE CHARTING 1/4" =1'-0" 2222 CLEAN/MEDS 1/4" =1'-0" 2222 CLEAN/MEDS 1/4" =1'-0" 2222 CLEAN/MEDS . 4 5 6 ■ ■ ■ 10 ■ 11 ■ 11 ■ 13 14 ■ ■ 1 Copyright HuntonBrady Architects P A All Rights Reserved 800 N Magnolia Ave Suite 600 Orlando Florida 32803 (407) 839-0886 (407) 839-1709/Fax www hu •onbrad com License AAC001744 90* _aC,�.., M" . 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ f' O ■ N ■ M K ■ ■ H ■ G ■ F ■ E ■ D ■ c: ■ A KEYNOTE LEGEND 09 11 I( B01 05 50 00A01 steel angle 05 50 COA02 steel tee 3 5/8, 05 15 00,501 metal column cover 09 21 16,H0 001 92 00A01 sealant and backer rod 09 21 16.501 metal stud 1/4' MIN /4' MIN 09 21 16,H01 gypsum board @9 11 16NOI corner bead 09 51 00,C01 09 51 00A01 suspended acoustical panel ceiling system PATIENT LIFT TRACK 09 51 00.001 ceiling suspension system 05 50 00A02 SYSTEM BRACING. 10 21 23.A01 cubicle track VARIES - - -- ------ w Oka SEE PLAN zAir 01 92 @OA01 05 50 00A01 09 51 00A01 1.101 EE F, N12 SECTION DETAIL N14 CEILING DETAIL GENERAL NOTES 1 1 /2" =1'-0" 1 1 /2" = V-0" 0354 existing concrete column to remain 1308 extend studs to structure above 1.101 fluorescent light fixture 1.113 LED light fixture 09 21 16801 WIRE SUPPORT 09 21 16.H01 TO STRUCTURE 3'-4' Be 3'-4' ABOVE AT 2'-0' 09 51 @0A01 112'-0'IL ' � £.' , • . s b < '¢ yy iz R .x r FM�� �` i1 Y ' � � £ t 1 £� &�¢ 5F N,y�'1 Iaa 1.. i}'�12. 'V 1ST LEVEL z VARIES 09 51 00A01 10 21 13AO1 SEE PLAN SEE PLAN 09 21 16N01 NOTE: SECURE CURTAIN TRACK AS PER MANUFACTURERS INSTALLATION INSTRUCTION. iN FLOOR STRETCHER SCALE J4 SECTION DETAIL J12 CEILING DETAIL J14 CEILING DETAIL 111211 = V-0" 11/21' = V-0" 1 1 /2" = V-0" _ 09 21 lb. 01 09 21 16,801 � 6' 3 5/8' 09 21 16J501 09 21 167HO1 09 21 16.H01 5/8, 09 21 16.H01 f. 09 51 00AOI 09 51 00A01 0/ 09 51 00A@1 SEAL 0354 1 IOF P� 09 211 _ VARIES Z � ' NtA OTz _ VARIES SEE PLAN . -- — - SEE PLAN VARIES VARIES _ VARIES SEE PLAN SEE PLAN AR1 S073 (�1i6 SEE PLAN 09 21 16N01I "��` ,F SEE PLAN 09 21 16N01 10 a A E - ' 09 21 16.H@1 5/8 FL RLDA HospiTAL = 1.113 Zephyrhills E8 CEILING DETAIL E12 CEILING DETAIL E15 CEILING DETAIL ED EXPANSION & ORTHO RENOVATION ON a 09 51 00A01 „ _11/21', 1l -0 =1 -0 „ - 1 1 /2 - 1 -0 M _......_ _._ ...__ CLG HT 1 -n r' 09 21 16B01 t I 09 21 16B@1 Hunton � • • 09 51 00A01 09 21 16801 09 21 16,501 2 1 /1" z @92116.H@1 ARCHf T E C T S 09 21 16N01 VARIES 5/8' SEE PLAN 09 51 00A01 DATE SUBMISSION NO. 10 1/2' 3/4' 9' 3/4' 10 1/2' @9 2I 16,H0) 04,15,16 CONSTRUCTION DOCUMENTS z 05.10.16 ADDENDUM NO,1 1 2' 2' 1'-11 1/4, . , VARIES 05 15 00801 . , , ;� ... __.....___ `. SEE PLAN VARIES VARIES SEE PLAN SEE PLAN 09 21 16N01 09 21 16.501 09 21 16N01 2 1/2' INTERIOR SECTION DETAILS 09 21 16,501 Al CEILING DETAIL Al2 CEILING DETAIL A15 CEILING DETAIL PROJ. NO. H-15021.00 SHEET DRAWN DMC A651 1 1/2" =1'-0" LIGHT COVE @ COLUMN 1 1/2" =1'-0" 1 1/2" = V-0" 1 ■ 2 ■ ■ 4 ■v—\,.v— v— v—v—v—�.�—v— v—v—�. r—v—v—v— Ci ■ 6 ■ 7 ■ 3 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 ��I�R+:�.� il�,� r a A f611'.`IEtrM1��-+��d�4�s._. �pf ,.��:• < S i� _ ri, �i....�ir„I� -�� i; 1 0 2 0 3 m 7 0 8 m 9 a 10 m i 1 0 12 m 13 0 14 0 15 m 16 0 17 0 18 m 19 0 20 Ell do do do I 1 4 1 + r too 00 % + 00 rE 15 + I / + 41101' .1 wt-' + 4010 y 0) dop dop 400" dop + + + + + + + + + + + + + + + + + + + + + + too + 4 1 1 + + + A.+ + + + ftb + + + + + + + + + f t + + + + 1 I" % + + + {1 TIy . . . . . . . . .. + + + + + + + + , + 1 4 1 + + + + + + + + + + + + + + + tl oft I + + ftb Ij CWK Nurse Station - 2nd Level Area 2 ill CASEWORK DETAIL Igo 12.019 11/21' 19-011 1-0 1.0 06 bl 00A01 06 61 00A01 -b- --- 101/21/ 06 6100.501 3/41 10 1/2 Jg- ............... 06 I 0-0-j-701 3/41 BEYOND ......................... OS 12 0OA04 WT-01 SPECIFY METAL FINISH 12 36 00.E 01 101/2 1, 2-10 1/2 / 12 36 00E01 — ----------- ----- SEAL 12 36 00.R01 J, 12 36 00 12 36 00.001 ... OF .F/-O ........ M A �B ... ...............06 41 00 C11 , _ cj/y rr,�; C4 C4 lo,06 41 Fn: —0 (—o 4-1 —0 0—.1-1b' F I 06 41 00.C11 06 41 00=C11 AR16073 REMOVABLE PANEL FOR ELECTRICAL REMOVABLE PANEL REMOVABLE PANEL FOR ELECTRICAL D ACCESS FOR ELECTRICAL tr ACCESS �11- oil ACCESS 1.151-1- 4 ............... 1=151 J 06 41 00.H01 FL wDA HQSPITAL Zephyrhills E8 CASEWORK SECTION Ell CASEWORK SECTION E15 CASEWORK SECTION ED EXPANSION & ORTHO RENOVATION Igo 11.0tv NURSE STATION @ WOW LOCATION Ill 11-011 NURSE STATION lot 11-001 NURSE STATION 11.01 f- 106 61 0OA021 101/21 ----- af_ BEYOND ............... to . .. . .. . .. . .. . .. . .. . .. . .. . .. OS 12 0OA041 u n n 0 . • 2.61 12 —F3�600�FOI 2'-101/2' ARCH ITECTS J>< -7 A ---------- c(I J DATE SUBMISSION NO. Cq 0641 04.15J6 CONSTRUCTION DOCUMENTS Cn Cn 12 36 00.002 05.10.16 ADDENDUM NO. 1 1 12 36 00.R01 C14 06 41 00.C711 1 1 10, REMOVABLE PANEL 06 41 00.C11 71 FOR ELECTRICAL REMOVABLE PANEL L ACCESS FOR ELECTRICAL ACCESS 06 41 00J401 TYPICAL MILLWORK DETAILS Al 1 CASEWORK SECTION A15 CASEWORK SECTION PROD. NO. H-15021.00 SHEET DRAWN Author A672 1 11.095 RECEPTION DESK ill = 11-011 RECEPTION DESK 2■3 ■4 0 5■ 6 0 9 0 10 0 11 ■ 12 ■ 13 ■14 ■ 15 m 16 17 0 18 19 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001 744 ,Q .. .. .. ��.,., ,.-....�. � � ..� . ...L—L„�.. �nra€s....n. �� ��. na �^f^� .�a ,.__ls .r�l',"R nR^�rsw��.. _!_! n�.�s�s.aw��wws®ep.3�eur., ��I�ma�� en•_.� . ll. L . S ._!— - .. L.i�'�!Esl!!� ,. ., .. ,. ... � .c r iV K ■ J ■ �-{ ■ G ■ FF ■ E ■ D ■ C ■ B ■ A R P 0 m L K G F E D L A Al 1 Y­ Y­ Y_ Y­ Y_ Y_ VIIIIIIIII' YlIlIlIll' YlIlIlIll' Yll Irw YW Y1w Y1w Y111 Y1w Y11 Y*1 Y-1 Y1w Y_1 Y'w Y'w Y"w Y"w Y111 Y111 Y"Ir Y-1 Y11 Y1w Y111 Y-1 Yll Y-1 Y1w Y-1 Y"w Y", z- 10 14 0 2 0 3 12 13 17 16 18 4 ------------- - ------ --- - - - ------ -------- IIILT 'I 4 IIN EXA", I E A TY IIIIIIN .... ... ........ I. ......... .. IIIIIIIIIIIIIItI77� F,iE.C, IR 0 C, 6,6 I N11 IE714 II�N IIIIG12 II............. IIIIIE 1 IIIECLU51ON II -ICE CST- IIIE III.................. ..... .. . ..... . ................... L IL HOLD, IIIT IL L I.... ........ ........ .............. . ..... IINURI,`�E 1:. E. ATIC)IN IIIIIAM a I--------- - --- - - --------- IIMEDS IOVI At [NATION tZXA IEl ------ ------ M-1 L7 IIIl- L,,,K R I0 IIIII..... . .. .... I.. ... .............. IIICOR E It IIIIII:77. . . . . . . . . . . F E. XA EX M 1114 . ........ ... . ......... IIElk IIOUNGE ------------- ICLEA� Ir ---------- Elb I.. .. .. .. ..... I- ------- -- -- . I . ..... .. III EXAM 14 6 C U F L T I IL iL i II........... IIII... .. ...... . .. ... ------ - IIGO R 9, EXAM IEXAM 36 IIEl XAMI 34 j !L IIIIITLT T IIIIF9 .. ..... tEXA� IIIL --------------­--- . ... ....... II J14 J14 PA T T C I515 512 Ir 516i II. .......... 6h IIIIEXAM I0111_ HOLID NUIR.$ z 0'. N 2 3 4 X,4 -XAM 3 % 5 l ................ III..... ......... IIT1 I Rt T T LT T .......... II- ---------- ti 04 ----- --- 'Ile 6 30 C R ..... ... .. IIBR'AK A II 0107 ITL I1240 Mr. NOURISH IIII__j I I[E 7 ------------ E x 2S III4 i 6TAT1 4 2 5 I 2�L CLEAN 10 9 8 2 4'-1 IF It............. L # I1104 tr -1 ul I- T IF71 7-11 IIIIt IN11 I0 R R T 1ET E 15 513 I514 . ..... . ... ... . ........... IIII IA FA REG16T� CLEAK jr FA I � II�i IIICI 0 E) -----_---- IIIE M 23 E x AmIl 21 T - -, i I 1 11 I : j V! , : K EXA1' EXA F. X 4 �1 2,5 L IIII4 L .... . . ... .. I---------- . ...... . ................ . .. . IT II T N ------------- i234 II]BEREAV % 1014 II....... .. .... .... .. .. . IIL T ELEC . . .......... . ..... % IPIT OFF IIII II RE 4, Up R 6LEEF TRP RECEPT .......... . L E il IROOM )J0 1 TLT IIMEDS L OFF CE I I IT I10 Ole IE I (12 .......... ... ............. .... . ...... ........... ........... .... ........ .................... . . IIIIOFFICE l '00 I0 L IIFUTURE III- - -------------- II5CAN ------------------ -------- IIII............... .. IIWA IT 1�'4­ ... . ....... IL VE ST, II -------- - --- ........... . ........... ... ..... . .... ......... ... . .... . ...... 77777 .. ............ .......... ................. . . ------------------- IIR R I I... . . . ..... �M)8 PLAY I----------- IIIIitIIIIIIItIL JAN IW TLT ----------- L IIII I SEAL 19 AR11073 20 I R P I 0 I N I m I K noW G I F FLoRiDA HosPITAL E Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton 4.15.16 CONSTRUCTION DOCUMENTS 5016 ADDENDUM NO, I D B EQUIPMENT PLAN 1 ST LEVEL E C PHASE 2 IZ'I IT! V A PROJ. NO. H-1502100 SHEET EQUIPMENT PLAN - 1ST LEVEL - PH#j&-%*-QARE 2 DRAWN DMC A71 3 2 0 3 a 4 0 5 0 6 m 7 0 8 0 9 0 10 0 1 1 0 12 13 0 14 0 15 0 16 0 17 0 18 19 0 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com LicenseAAC001744 I f I ■ ■ ■ ■ 5 ■ 6 ■ 7 ■ ■ 9 ■ 10 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ KEYNOTE LEGEND ■ ■ ■ ■ ■ ■ ■ ■ ■ Al GENERAL NOTES 0.805 relocated from existing 1.402 furniture allowance I EQUIPMENT LEGEND ; I 6 I-- `-- 4xxxx-000 lift, patient, ceiling, 1 bed R ' 43106-110 dispenser, medication, host i I (main) ,._ _ ._ : ._..�_. i I dispenser medic , • l; - i --t-• , f i a n n e T�.T ' r% column (4 doors) r _ : RUG JU OUR 5I, t:l N i i c RECEIVING ........ fi I LOUNGE 1; „ I , LII i./{dLK f STORAGEt f _� ; r I y ,DTI ,. � A15 f STAIR 522 _£a -01 I ; , —.... i I 1 all ------------------- - - < NARCOT'C ' 501� _ ,1 1 ..._; CORR _ 0 I �5 hi r I 1 r• � r is I ' 43111- 000 f -; CPT I RM PAT Ri'1 .• 'Ai' RM i PA"" PAT RRi"i PAT ' AT R �; :- — 10.805'- _— 2241 - , 2.4 1722I 24 Ir F: 2251 M L o c 1 -TL � i ' I � ?�113 p. _ _ f� T T T_I T I L T r . - D RGTOR I i _- _ 23�. 522 ......... ---------_.-- i.: ; _..._ F * FAT 1 - N1CHART , C .. , 1 I e ALCV �r CORK . i ... .-[:2:2:j — I r - I r FLIA MAC 1_ -- XxxX i - NOURISH, -- - = - _M [ I _ 1 I , .i L COMM o NURSE �I i !s �I+; M i MEDS , �1 2221 CLEANI I ® i ._ • � Q..... U�L1T225, 225, ILE� EQUIP � � ------------------------ - �, E— _. _.. __ .. _ ..--. - 'I - n I _ 2222_. 2aa5 �'.. 21C: xxxx-000 --------- - ---------------- I- _ _ - aaab ;� I r- �1 Q� 31 1.402 a223 QFl" 1 C , A 2224E - f TAT220 ` El i 0 r I 1 k a i' Y p. aa0 r,..-_...-.- .. ... - iY-.-r,.� :'xc•-^^-� . ..----Ica.-.-,i., s - i _ � A, ` f x _ T7"'P "T't" F'Ii3' �.... I r r�•:.. __...... JAN .......... , .n......................._ f _ __ __ _ _... -- — —T -- .—.._..—._.. , e TLT _---_ i 2a0 iIN a32 i 'CORR 22E — — — — — --- _ -I 1 is •, 'i°' ; , _ !r ` \ r . r r r " " :] R„.,:9.;::k.r r a . `g,s ,...;:%.:...dSm4::;C'"::Y':t:]flr t r . r Mw ... r .. x x x i7„ - ., ....._.._ ....W- , ,.. f 1.;. _.. • r f r Wi .. a .. x .- Y f 'C f 3 Y « .w.e.wi.M..,n�...,.��' � i Y.... j€ I ' .a, .L' ' I ••.n,.^ f ' � II TE. ' :" "M, ddd 111111 $ W CORR • i t .,C i i :r.xa��� a r r ( " a d `` '}' .. �� le i 213 2203 V I �f�1` 09, `�,r rY� 21 1 2 ,- �•u 1 �; 221 rr y .......... .. !f : if 1 8 - __... r — I— - ._ 0 IC _- MULTIPURPOSE I P� PAT RM PA RM SEAL --- a - E� ` i T A523 PA* PA RM PA RM t�' , r- T T r, _. - t =2206 2�. 221�[T2174:RM I d,i�l , `� a204 ;� 1I �...._:.:_.�__:� '�� pE E` TI„T i+ - - '- ' = i TOILET `"w��:0� ;� Ic r 9, L/'J� ......... A: i 1 i ••:'I I - " :S iIF C ANTER�� CW y` I is - _ 1 �'.. a - --- uMmm w.____- AR 73 1 ( ._ U , f y¢( Q j 1 - 01 1 - 0' 41 — V' 4' - 01 ..•^r,�s V .`t `\ --=--" � SAT f S S FAT I F 1 FLORIDA HOSPITAL .-a El � I I Zephyrhills i I'TiI I 1 ILL— ED EXPANSION & ORTHO RENOVATION EQUIPMENT PLAN - 2ND LEVEL - AREA 2 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 11 ■ 12 ■ ■ Hunton MIN • A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO, 1 1 EQUIPMENT PLAN - 2ND LEVEL - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN DMC A722 14 ■ :, ■ ■ 1 / ■ 18 ■ ■ Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 z, R ■ P 0 ■ N ■ m ■ 1_ ■ K ■ H ■ G ■ F ■ E ■ D ■ c; ■ B ■ A Al 11811 = 1'-011 FINISH PLAN -1ST LEVEL - PHASE 1 r � M fir ( EXAM i a OFFICE ISOLATION AI 1123 3 1124 h I ! J y , i . .......... . EEXAM �4 11 BLOOD EXAM 6 GAS GYN , I IJ t y1`a f� 1 ' r JAN -y ,'t 9�9� n..xlaar.a-aaa���l1PI':i g N� V tl rr a 9e, , 1134 ;, , : .. r EXAM 6 OFFICE i SECLUSION �a , i 1 LU EXAM I1 ,w ( aW i. 1122 EMT 1116 1 . ° SOIL HOLD D IR r , y ,f LOUNGE ; NURSE. I t I ` a ! , 1 _._....__., I ! 1121 =«wi STATION { 'I OFFICE ' 1151 i ; ; EL Y i : I .j 1119 i . _ _ __ E -' I i° i E. € EXAM _ . ��- �-- 111E2 E XAM 12 L € 1115 - 1154 M-tLT` { I r ' I CO _ W TLT ; ! W-LCKR DE N { , ., I CORR SHWR I 1138 113� ' - ___ I. 111a ; Ii �� I1C1 u3 PHASE 1 PROJECT SCOPE t A I LC XAM 13 ��' >r 1141 i E CLEAN , HOLDING � � a� EkAM 8 j „ I C — — . 1 1 c c� I 1114 1 1153 -1 ELF � i _ 1152 I _ STAFF IE i ;� TLT TLT ., —1 �. ,� i 'i � it Ind f. _..._ LOUN ,_ , �.� STOR !I �'...f kr�� 2 0 ,+�, : , � ��-, ' 1142 _ ._ ''1214 _... i�' t„'s i7 r ( 1.. �, ,_' a c ....-'-" , r e °. firer• { a _.. ,.__....-..d : _._._. :rLG:l..ikiGl.il. ,,4 E.i1e4. t �cn9:.cRa 7.K'ra.atsR.s..:a ' :k::.`!.,k.:'. mm EXAM 14 i'.i.� ' i ! - - EQUIP XAM\3 `= XAM 34 XA 33 TLT EXAM 32 , - �I 1113 _ . _ 1218 g - `, €.....,......1 W , l..,r , ,......, i... ..._...�:_. _.._....__ E __3�v_^§nl?L.�xr_eP 9a� 12�9 it I'r 1j, w 1211 1213 1215 0 0 0 liw M e r..............._,...,..,.,.,.....,...,.,...........,....,�....... I _ .. _. 4µd , �_ ''� r _-.".p'� ,.�.:»'a Ar i I I , i 1 CAST �� g.. F ; IUPPLY a f"' r ' ....... TLT w. p ._- - --------- __`..__... ____..,..,: 3 1 ,9. i 3 ?w i I�•i. ..+ 'r k .._.. i..,, , TLT T. EXAM 15 1 1 1 zi pii� 45 114 i 1211 i illl _, g .J.�,, F 1143 .. ___.. __....__ _.___..__- _ ��a _ �.xu + ,r.tr.�_��-i-x�-� I�.�..��s:��z� : _.a 1 1 CORR 1 � 1 , 1 , ,s 1 1 � all 1 1 1 1 12C1 1 1! EXAM 16 l fir: WL &IiwWG iY 2 a. wrdY ' i .._.:., q c:W . / 1 1 1 1 1 Bilbao _._ 8 3 i 1109j l I i 1 NURSE AM 31 1 E`�.STATION 1 I� 1= r. I [ �4 [ F � 1 219 I = 1221 --_-- r 1 I 1 � I IRE U L T d : _ Ill A T ;N! � ! 1 EXAM 38 E XAM 31 E XAM 31 . EXAM I1, I 1 � 1 p ,tl , • � S 1 I ... .. I ,' x a i ,.:r+...............���rtt,.,W,........�,,.,,_ �.,:v.. ,.-........ ,.._.... «.«....._, .._«.._,, :.M,._„ .-._.... �,., ..�.M. ,_,.,:::...._.::: _ :...:w.., TLT: _, - 12C1 EXAM 30 r _I�., I TLT TLT SHWR 12d�6 = U1 - � I. 1208 1212 I �: I T ._ � 4 1204 I �� 1 li , -- , i BERwa. TYP, TLT TLT 1223 i .� ..,, ; ; 1244 1346 1248 1' 1 tLt 0 1 oEG I R� EXA 2 EXAM 2 XAM 26 NURSE STATION 1226 e i 124 1245 1241 ai r TRIAGE ( .p. 1 _W x o TR.1 1 i sa- 1 j r ,c+ory M3 l YI-0 , 1 _ 1, YS- - I f 1 1 1 log 1 Bob..1 � a S IL HOLD -- - - -- { 1 CORR I;I h I I 1 ii A15 -€ f 1 12C3 813 1 �zr.� 1 1,« .,fx 'REe S i 2� :w •'r". '� i� I u e F. a A e •. • ,•lye M t r f II P.. Y € .. -'E..1 . :# f£ F Y 9 9 1 8 � if f Y a! a a' _..._ _.... f c. ., .. ., , rd ! A.w.C.Y:.tui {a '..} .5. .. .. _... .. ..,'., 3 . .,.,P,..? .4..1 .1€,�, A f, tl u S h tl 4 [�[.. b , }...b . I..,li..�:,i 4 l ..... A is 3 g«,.. p 1 3 CLEAN 1 , -1 ` { r E. I , : ` EXAM 21 EXAM 23 ' EXAM 25 EXAM 21 X d , 1 I M � , I �E AM 28 � $a 8 h 1239 1231 i 1235 1233 i 1231 Y. - ,,?, IN G 11 LjU itffr� ..r�...,.a,+..x,,.....��..�..._�_,,.._,.._...-,....«...-,,....,,.,.Sa......«,»r,.«.M....t�...._f a :w a a.n s .re•r w a 'aa.r eia- uaaw a a fyrc p n±ptrd men a-----.0 m.w :[uwa + x mw,.aw�-rnn h x TLT TLT { TLT TLT tlLt CIRCULATION CIRCULATION Y (. 1240 _ 1238 1236 1234 1�32 1 1 PP � - PE - C... 1 TP-025 TP-0 ELEV�. i CORK, -s� - 1 TP- I TRIAGE ... ..._.-'�tRIAGE I 1012 1013 I ELEV. ROOM 10C1 i RECEPt I 10E1 1011 1303 1 OFFICE f 1301\ '-.- .\ �.. �.1.� ���_�"l1 ■ 1 1 . bJE A�T"��:1 1 1 1 1 �''�•"� a wn , T.- .�1 1 1 1 . _ �,"r'Tl",.r~�.�.� 1 1 �' .� � W`11iM'4�i... 9�.Y.mnri..>;Y..tiYu� VEST 1 ���■.��..���. 1 _ ,.,.,, 1008 :�--- \�1 VI-0 Pa- �R �i■In���������������CORR����������� / TE , 13C1 � 13C2 1 Al - / I a I I ECURI Y OFFICE I� �9 1 � � � 'r.,�.✓I'4?soo°i.» i I. U �1 UR �..._ . 7 SCAN VEST. r 1000 WAITING OMM 1 ,I 1002 ' 019 I I 1 i q it : 1 1 .EC. I � 1 '1 -A-- 6 -- a-- - I C ORR n M tL I W TLT i I d s-. 7 _ ammmmmmwi'?�iiiii'�i` SEAL MA R1 073 �,"x: R ,p A G�``� FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton ** . • A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 51016 ADDENDUM 1 1 0 , DDE DUM NO FINISH PLAN -1ST LEVEL - PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN Author A811 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 1b ■ 1ti ■ 1I ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 10 ■ P 0 ■ w ■ Ni ■ ■ K K1 1/411 = 1'-019 ■ H G ■ F ■ E E1 1/411 = 1'-019 11 C ■ C 0 ■ A ■ 2 ■ ALL BAY DIVIDING WALLS, TYP. CORR llG2 OBSERVE CARE 1162 ' � CORR TOILET � I IICI Ilml 3 ■ 4 TYP. TOILET - PHASE 2 1105 YI-0 E PA. T T - - r TQ- -El- Al NURSE STATION 1105 1 /4„ = 1' -0„ 1 ■ 2 ■ 3 O6SERYE GARS II6Y 9A-0 PA- TE FEC ■ NURSE STATION 1151 ,5 ■ 6 NURSE STATION 1/8" = 1'-0" ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 -.. _ 7 -c .- -o�ma ..'. es F•n•sE vmp _ - I Y'L- - I d1 Jr a' II-EI " IIIIIIIIIIII IIIIIIIIII IIIIII � ■ r1 c; ■ 1 ■ 1 12 ■ 1,. ■ 1-3 15 ■ 1 6 ■ 17 ■ 18 ■ 19 ■ Gb _. 1111.1111 .11 _ ,.... �a .. _ .. k ., ... ... , . ...................... _.., .,.... ..1. ... .......„,.. E11 . 1 .... _...,...... . .. _. ........... ................... ....". .,....,.._... -- ....... ....... .. ... - .. wed^^ ll o OFF ICE XAM 1 � E XAM 2 E XAM 3 ; `, . -., 1 ISOLATION 1I IBOLAtiflAf ISOLATION EXAM` 4ea ,f i ; tLtI 1123 EXAM " 01 =1 1125 1126 112 BARIATRIC I 0 OOD I ! EXAM 6 1133 i.1124 1 I; ! nl 1128 ! AS I GYN t: . . .I - ON CAL - • ,..F - l i i - i �,A 1131 p1}� I , ' ( OFFICEL " ; 3' : P , - 1 $ .. i a.I ,' flE.i.i, 4"7 i I;, M�mm f�� 1132 i ■ 11. . i� E:.._wa..:li.M� ,i,-r.iwa , , , b ,� . U I? I t I ,.-, -Y „ � s$ :. _� :tee_ e R tt r e r YI ffi . ' .k__...3_R .IL! a t rn e- r ,I a x Y .. " i ! . 7 _- 1f -�•� M n d C A A P- d d 3' 3 i 5 6 N D R R II A k i E! i"ffi� f A e t-'k "`"R'� i Y 1N j ....�. ,� 1 1 I , i�P" "„E o ` �� �, - - - CORR , R A , ,, �� ,,. 1i _ 1 � M 5 SA - 0 � �- '-%r�a�w,�" - - :� YI- PA- t1 A4 Tw , . 1 1 813 IIC6 812 I tE 0 M11 i P 1 !I : . li 813 - , Z��M8 _ .. - 1 `�. : 813 '' !' FINISH NOTES - i �. u _. q ,.. s I- I of ..%_Y..l.:..A. .., d..$_S:1L:=:2, a:.i�..L- # ...%- e -f - _i, x,F - _b„.x..x,.u.- _ ,, , %' t... -._. Y A 3 t . z e I I _ © m W "'" � � ._ .'�; EXAM 11 � _ I I 1 �� E XAM � �' ; � ; � ; I I I f, � . _:._ _r r 1 ��, _�' ; a 4`, NOTE mi REFER To FLOOR PATTERN PLAN ■ { # s rw OFFICE NURSE H I vn, _ _ _,'.._..-_ ._ . 1116 I I I I SECLUSION ' ..._ SOIL OLD DIR I ! .11 1 �' - i 1122 ; StaTION i -� '.N�',; I,. - I i NOTE 03 REFER TO REFLECTED CEILING 1 1155 E. _ _ 1. i 1 I I I 1136 :' 1135 PLAN 1 _ �` 1. , I 1151 I I- � ' "I LOUNGE _.._ F»- - I-- - o. i 1 A _.. __.._-____".._... _ ___-_.._... 1121 ____._._- 1 1 1119 i _ 1 E XAM 1211 1 ! I _1.115 11 Ii. I 1 , ...... __.._.... _ .% .... -------•' E ........_... % .�.._ ......_ "; - -.._. .. _... _. DECON �; ; i- -f� SHWR ►, ' 1 ... � I_.. _.....-_._ . ... 1118 ` EXAM 13 ` 1114 1 IA. 0 i ; - ~s ' J I,ilk ; I ' , \ STOR 'IIiq:q ' , ; EXAM 14 "`- IIIi. `1� '� 1111 I j ! 1113 _ I. -Ji . ., , E i \:� I ` / _ CORR 1 1. 1 1 I , . ,. e.. _�, n I Ji A."'---I,Q ( ' . I---f : '1.- r n %I _... TitY I 1 ` Il ­­­­­--- L L'� ij'AWARr�r.', ­­­nMrr�W.F10111.1.0-j C", -,---,-"-,--, � iiiiiiiii iiiiiiiiiiiit iiiiiiiiiiiiii, ;m) I :If il !1 E EXAM 8 11 I! I' '' E Y ,. , 1 1154 i ,..r 1 - ! -- . ....., ! I ! ■ M-TLT _.v.� 11.�..: , I 1; ; .., - .__... _.. _.__n, 1 ; W-TLT : W-LCKR II i .b:_ _, Ii Rb et:4tii:I ;_.,.{:.; i1 Fx I 1 CORR .. _. E I 11 9 1138 1131 .•r ! ! ' 11C1 1105 :: I _, .... I? I F: . ,.... i ^ E . i ;y a EXAM 9 (- PHASE 2 __..u.,.,!! : 1141 , �' CLEAN a, I - a - [" .: - _ , 1153 `` . --- _,-- r: IN __. j # ' ._. HOLD G ._._ �.. I =-.',,! - - e " .mr mr d mu rpwir , aea n mea f nl . , A __ ._"_._. - A f I m..... _._ f- STAFF o F ' ,,� _� ... PHASE 1 ! i >u :� I 1 "a ! 61 V. T TLt "•. �� a .i. LOUNGE r !'. ; I- I } . .4N6I ;a it 4 I I . as , - dfl ,r ,. w. SECURE1..,..__........... ..... .. _... g_,, , . , ,. s., m .a Eck%..{s d".m E ,4.' a-RKZ t . ,:.:. 3 na.a[ t: :�:E , a a, . _ @ ..r"anv e:: " 1 ,I I e f .I I _.._-_ T i�1 ._. i, 1 " µ 1-1 y HOLD ! I.i _ -_ - , I 1216 I _.„ _____-- ri ;1 E M 36 I EXAM 34 ; EXAM 33 ,' EXAM 32 /+ 1148 , q g' i".+ 'Lh „ ' - 11C4 I _......... __: I I n, 1 I ,a fi lc I- 1I'_ - �:.____.__ FEC 1'' �;; I I� 1218 ; �-, ` tat E ; I ! � I I 1 �_ w__,_.. ._ CONSULt W,i a ♦ ..rRiv %u1 1 t - I } 8 n Y 4 S..€ ,R.,.�... ._ ... u ..E }y - 'i £j �I` ( '"i "I 21 1213 1215 E XAM 15 - { .. �_. , - E I ' ♦'`i.? E I I. s _ I I,., I TL'� ,' EQu P I 1! ± � i !� illl ! ; TILT gs i 1 Iy , - - do ! 1 I _- ,v , i µ. __ _ 00 ♦ 1 I I ` 11 5 `; YI-0 PA- 1209 ; ,I I VI� I ; I .F I e ,,,,jill , :71-2 ,»: ,. �......_... .. ____.,._...... ,. .. I "a �' r' - n r,> s A n I,> a e n R t r .. a n n u 1. l 7 'x A' ; i` 11 I E .,., >, r'_Y-� a < A a`I!...1�- e r , . ?_ eG",j,X`i� .:E...'tE 'Ci.l .:.%:.. ..i%S69't-�._...- aiE,.-_rt. < .,. 'f Y,:... _a... - z�.r L q 1".!.i-t r ,�:.:. > ."%::.:{:. _�i..i_..,.t , r , %i' 1�%rnc .�r .rrr_. _..._ n� �.d '� ♦ ��������.� SA0L. " µ _ ..___.... YESt P t I i I_ I IL,M16 - CORR _ • I-__ .._. _.- � -. ,-- _ ♦ I E XAM 16 -- 813 1141 t -02 I 12CI `''. 1 t „ w. El = 1109 `11 1 .. I E 00"= , t . 's i 's ) I 1%,jR E _ , 1 1 1 1 . 1 iv- ia�,L-_:.'i, .,'..�.3..:i:1::"'a. �.i " t r e i . iL "` '.f a E . e s ii:;a"; `i_..'t- - :X T 7 �.. z e . a w a �'S.._ :i,_.E.,.1.a_.i.S�`. ,lLL i .. ,:„1 i _ , I 6_-_ :d:� TT.-:..r... e.- , ..__ __.,. _ yyy 1 I O . $OIL H _ - _ I! v `' 1101 �_ I 1& j j ; NURSE i L. a I I EXAM 39 I i ., I SA-0 1 EXAM 38 EXAM 31 EXAM 35 STATION; 1. EXAM 31 ACV I I w: E XAM 11 Y - a m � I ,r - - - - - \ I 1201 1 1 1203 1205 I 1201 1219 �`, K 1221 f EXAM 1 ;. ., I c 1 : , , 1108 rL v ' ; a :." ,I N _ 1106 ; ; ! ;� t' ;; I C� e t tL I k1. L t- - -- --- - - !�( ' 116) 1 ,-...._m:. _.... __... _._ :-._�: . r a % ... E', : � � FEC u _ 1� _�....�® ...��_.-..+� �_ Al I I ® I 1 TLT =_� h� ■ I , _ .. 812 0 t T 4 L_ TLt SHWR 07\',,�",�`:..�____. - t rLt E XAM 180 P ``t, I 1202 04 _ " 1206 _ _ ___ i _. , .I . 1222 i CORR - E XAM 30 ! I 12 8 i I. \ PEDS I 1 I - I ! , ,_. �.,_..._ _.". _ \ 1103 * I 1 I -0 I __._I ­ ­],j .. _ .. I Y 1224_ '_. � ,% I .. a r 1 -BREAK _ ;,%♦ -LL12C2NURSE I TLT 1 1. TLT �„ TLT n 1 - 1 StAt STATION CORR ' \ I 1223 I \ \: ry I ! t1.T 1. 1 I I 1 OBBE RYE j ::. 1244 1-::- ! 1248 _..: ! , I 1242 ♦ ``E = 1105 liC2 i 1 . L , 1 1246 1 s `I r a .. _ .-_.. .... ♦ � I CARE I ___ ...___. il ,_,. _ _ , � _ e r �a , i,., I ♦ \ � EXAM 19 H1 I ,I S - kv -1� 1111"It..,'"I' I� �� . ' lw NURBE' � -EXAM 29 I r ■ PEDS 813 i SA-02 I YI 0 tE �A 0 I -EXAM 20 I; # EX M 22 '' EXAM 24 I EXAM 26 STATION 1226 4I' 1102 i i GL E AN Y - PE - i I 1 1241 ! ! 1 12 3 1245 I 1241 1225 i. 0 1104 1 1 I la . -. 1 -1 r' __ wit -' 1 I j I ;iCd€ t r''a' 812 ... 1 1 ." , ., r , €:♦'"i.7:.�'.A. �s a w :� k.J.�..b + m9 fx %..' E r?� x� r q s r 1. _3 _ 1 , , �A1 a l� I�' 1 .°: 801E HOLD 1 '! k"__5 SA-0 ` FEC 10'-2' , KI 1221 i ■ 1 L_ ` _._ TOILET I I- A- Hlb 812 Hll 1 CORR 1 1101 . I TE 0 813 813 I L �' 12C31I° I, -r' -- I IIIIIIIIIIIIIIII1 �- 1 1 1. 1 1 e s s e 1® - 1 1. 1 1 � \ E n b..,� :. M,. fl a - j .. r, ' 1.,, ` ,,%' n. x r n r 1 a a "' ,., o u u x a n t u r 1 i t n+w , ,wT-111 X1) i I % _ i : , I� ; ; CLEAN I ji A:1C:. % Ln a m e fl a I:I� A l`�. 11 ,,z b'iI #.N,&:;d 1 3 �% tl t . a K a s E 1 �$' 1 EAL ca FASt FAST i'� 1, i t I [ I I "_ ;II I _ S �� ! EXAM 28 1228 i TRACK TRACK FASt 1 REGIST ���� XAM 21 EXAM 23 EXAM 25 EXAM 21 ! �� TRACK I i ie�, 1 ;! k 4 __ i � I l / 1021 1022 1025 1239 1231 1235 s' 1233 1231]�f„ ,if ����,��OF �Q,� 1023 1 , B ®I 11- J- 'L " . I i i 1 ® rf / 's �` \ __ i''.,... ! , i..eir'A�Y':.:XL"1S'�Yq.�_.....r. \ j • +�' 1 1 I I.. ,I :T.. p.d,....,....,,..: :,.�..- ..._.................. .. ^..'t w_ „...........•..... , -. ., li 3 ! , �.».....;-....._.,.V 3 I ...,..._.., .... ., ., - k.. a. r "... y .Y� ..;�!IPQI 1 I ,R M __.. laMBR b- _..._.... . ...... .......... ,. a a _...-___ _...,...•._. �.-______ _ _..a _ ....... ......._ „ n. �_ --- -- �:._ . -- -- ` -- -- --- ----- . _.... E _._ rrr; atcr ws a ontlre, - - a r .- seas :as : kw, - o. vma nca maw „ .,... - � �--�.,..�-_�".. .. , _ ____. __ _._.. I _ _i 1 TILT tLT L tLT TLt PR- TILT !h AR1�073 AV OFFICE-- _ CIRCULATION+W.� ►�.����������'���������� 1015 1016 -- 1240 1238 1236 ,.. 1234 I 1231 I �i�; (l��(b .14 ` 5A 0 SA _ �,,III, N IL YI-0 A-0 YI-0 PA-0 - CORR _:__ �,- .kj __....,_ - /1/IJl iI >° I - _ � � °°Ei • uw ! my m,4°EJ•.� .°,."_.,p+w own.. i�j_awu. .!..k-SS..!_!!�E,'9Bk„ 6.,gm...gP, !Ik_�„..L•A.M�. l" r m,MY ir�u" ,!a-I:IIi?'"..:.., w !Ew, ru.A�...�w xwa..:,..°!'... asr+i...., ,.,,'.!!.a.." ..,.....___.CiM7B .,...RP._..._ J!...'!�E!_..,;� I � ..,....- 1 OtE _ ,. w _ ... Cl-.: __.-. j . I1 1 ! i 10C1 �OFFIGE §§i 1, iI %- , ..W A ! J 1.- --' 1302 ! If 11 �I II WORK RE CE Pt -� E I HosPITAL LQRIDA I AREA: tRIAGE T AG LE a ; ; a ,I_ i ,, I 1 1010 [J I. 1012 4 1013 10E1 si MACH. ! I .r a iIlB-A Zephyrhills � i TLT ; . I ItE_, 0 h ROOM � ;! i I ll l 0 E ........._... E; 1011 y _.._ ,,, 1301 1 �w j ED EXPANSION & ORTHO 6:«,«.,.w.,u'rc�s'.a.e.vur..a..nn:«.'«...,-, : ...,.,r...l.. ..M:,,,.rw.w.., ,..,. jI i ` i 4.j gQpp S- - ....M Y ' I I. %, ....:.8 i i (I YM R A u E WY ', tl M1 ' �g, - j d ... RENOVATION V_ ...... ...... .__... -.. _. • : i i` ! is .. � .._�' ._..... ti..,,...._.._ : 7@A,Jn3. ..... d A '',i I i ' ' L , E '.', j[ -- g� ' ; ! i I... it ..y. a u. , .i .,.8's o. a a. ".ar^'i,- ,�" a-• e, (1 's� , r v .. J.-.,..,x'_ -' � , , �i ".�: _.. yam._ _ ..a_�. . .IY aGa�,«,ea aR�«e�«.,,.i iaoer:.`:" t:>,. : ;7! (I•!. `. .:.k: a..,,., s"::. T:9'is r..r:.Y...ai...e.J,a","..i...E,,,.O.-...1 xi-r.E..bi.i91lmnlei.wfU,...R°'�_ii.'%.i.rm,t,.lr.l. r_;�"F..T:..i._:..L,).._._Y._C,3� i_t...P. .._..;,�r..i.* __. m b;x_: :. a. S ,.. .,,-..{3"?'s�, i..,,,.!..z.._s�1.s,a..e _: 1. ■ �--- __.,_ 11 VEST r 1008 CORR 0 13C1 0 __ .r s -;4 p :.___.__.... 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M_ �...__.. __., p r ..,... r I I.1000 i m 1, [ I _ J' _ Ed" _.-i-L . _ _.. -- ._..... !, ,. _.- "_-- � . _ '- 1002 _ __....., w..,. ■ A { :I !A w ' - - � , _ - I , ,c I $ I1 i i ', 11 B ........,._........._......................._ ........_._ ., ..__. _ ,,.. r. I... ° f,1..:.,,..:y,� I f,_.,......; .,..,.,...3 i .-�_..._...._.. I._i. d3_� ' ..:,:�.-E /f...,..,. 1 ! I k r' k' i ;.. ,`_ � ._ _ �,, \ L 1J M TLt W TLT - I, ; I w.. I i i ` i � 4�.. �' : ;: : ,�%- )- ! i 1 ;' s I Il 3 04 I ! r r 100 _ _ ■ -� 3 - �._ fI 11 i WI I _.m_ ,.._ FINISH PLAN - 1 r I I, g 5 I. , :�� :rY�v. -1m-m,1J�.i�,.-r r ST LEVEL -PHASE 2 ,..,... __.....--'__.,._..;_.„_;_. -_. _.. l� - - - ..1a�.i `b'a g _.E:",{` ': `;#..'"%..? r i'. 11.. .�"f""%.!?..�{,.i_9_ff.:l;".t �9...__::j- , P.I , i �R r w ..; I Ili, i I ... i�r �I % 1 I .. A7 FINISH PLAN -1ST LEVEL - PHASE 2 PROJ. NO. H-151021.00 SHEET A DRAWN Author A812 �� ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. 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Zephyrhills ED EXPANSION 8 ORTHO RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04,15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO• i 1 ' I I -� - FLOOR PATTERN PLAN - 1ST LEVEL �__ « .--�'a.'���E� A .� r3 1 1 PHASE 2 . ...�...a .. 1 tIID{t RAID ■ 1 ■ PROJ. NO. H-15021.00 SHEET DRAWN Author A912 ■ ■ ■ ■ ■ r Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 ■ ■ ■ ■ ■ ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ �.I: .:4 ■ 13 ■ 1, ■ 0 E I E N E N L N ['2 E i N w lei 0 F 0 E E D (O C w 0 C) 0 LU N 7 Lit 00 B to :tf b T1_ 0 C-4 Eli In A < C\l to C: D 'T 0 ( It 1 1/8" 2 N 3 N 4 12 13 0 14 16 17 N 5 N 6 7 0 8 9 0 10 t13,,0i 0#1 15 &G 0 17,00 III. . ................ 41, o T4"o 4"o T.... ..... . IT G LT or- EXAM I EXAM (o tII------ IIt - - - i �CN lON CALL IfII. ....... . . . . 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II1"o IDD.6 1 1/4" IIP 4'0 IIIIIt. ... ..... .. .... .... . . . 3"o 1 114"o 1 114"o 1"o 1110 ... ..... .... ..... ..... ..... .... ..... ... .. ..... lIIIL T 12 J�Ll 775 A N�, lIIlt5 II. .............. tIIIII 1/4"o II0 I"o 1 1/4 ,F jai - 1/2"o I 18 0 19 N 20 VIRE PROTECTION KEYNOTES BASE 12 M Izz N 1 R 001 REIN 003 REN 005 REN 015 P TEMPORARY FIRE PROTECTION PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR ALL PHASES. I 0 =��l I N m�� I L I H 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGI EERIN Fax-, 407-540-0234 FIRAN CIIIIECTIRE www.tic-engineers.com @Copyright 2016 TLC Engineering for Architecture, Inc, COA 15 TLC NO: 1 1 5498 SEAL Aaron Lee Johnson, P.E. G Florida License #71576 LE E C E tv" Nc) S 4((l F IORI fv�� L Florida Hospital Zephyrhills E ED EXPANSION & ORTHO RENOVATION IIIIIIIIIIII111 0 = D HuntonA R C H I T E S 04.15.1(o CON5TRUCTION DOCUMENT5 05.10.1(o ADDENDUM NO. I -04 C I B ILLj ILE I0 IFIRE PROTECTION PLAN - LEVEL C. 4 lry 0 .......... itIa- z 4meb soon affifowep Goan am iW410fteani fo�"kdwmqw Mafia =Roman 4w 11111111110 1 PHASE 1 A FIRE PROTECTION PLAN - 1ST LEVEL - PHASE 1 PROS NO. H-15021.00 SHEET DRAWN JILL 0 2 a 3 0 4 I t" tj;d I I 0 5 0 6 0 7 0 8 0 9 0 10 0 11 12 0 13 0 14 15 0 16 0 17 18 E 19 0 20 Copyright Hunton8rady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AACOOI 744 a.) 2 '0 2 In C: T, 0 , -1 0 N 0 m IN L 0 K IN i F-I a 0 IW L F 0 E 0 D 0 C Lij 0 C a) 0� 0 0 Lij -C Q_ a) N 7 l&Ji;_ 00 B L0 0 cr_ U 00 A to (D m 7 13 14 0 15 16 17 8 0 9 0 10 0 11 0 12 114 01 11 1r) Oi 11,6 . . .......... .. ... . ------- 4"o 0 4"o . ... ..... R EXAM M 2 :EXAM 4 Tl T PXAM b (i, OFF I CE i I N ---------------- ------ - ----------- do as fm .0 onw�. Imme mm -7- L '4W OFFICE % ONCALL - - - - - - - - - - - - - - - - - - - - - - - ;"* ­ - ... ..... . ..................... . . ... ...... AN I 1A ............. .. — — — — — — — — — - r — — — EXAM 1 il r A N 6ECLU610 OWICE ill T. f DIR ----------- - ------- .... .... 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R ......... .. ......... ....... . ....... . ...... . ...... . ... ........... ... ......... . .......... I 1/2"o 1 114"o T4 �FF.2 1 1/2"o ____ 11 -1 - - T., L E m . ....... . . . 1240 1"o .1 L TLT L_Lj 0,5 IJORK A Tio E V. rstEp EL C AGE 014 130( =10E I E, 5504 Of �F I I.................. ... . ........... . ....... .. ..... ........... . . . .. .. .. . .... ............ . .... ...... .. ..... ............ .................. .. . ......... .. ... ...... EE. 1 Ivi .5 T .......... ................. CORR ...... .. I i .... . . ............. . . . .......... ...... 7 . . ......... ............... . ........ .. . ........ . . . DD.3 ........ ... ......... . .. . .............. ... ....... ..... ...... ....... ... .... .... .... DDA VE 5T LVA I T 1 Wa:, 1 r tomm . . . ........... ---------- ........... . DD.6 ---- fF E .............. ........ . . ...... . . ..... ....... ... ... .... . ............. ...... .... .. ........... ................ .... . ...... .. ......... ........... C C 1 �7 L t4- ;IT ....... ...... . . .... . ................ .. .. . ......... ..... ... . . . ......... . .. ...... ....... .. ......... . ............. .............. ............ .. ("%C 4-- f ri I ^ I k3A (3.9) 5.6 k 0 ) FIRE PROTECTION PLAN - 15T LEVEL - PHASh 2 1/81, V-0i", 4 0 5 0 6 7 0 8 0 9 0 10 0 11 12 0 13 0 57 4 18 0 19 IN 20 (HRE PROTECTION KEYNOTES REN 001 REN 017 R 0 P TEMPORARY FIRE PROTECTION PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR ALL PHASES. 0 0 N IN m IN L 0 K 0 i IN H 255 S. Orange Avenue Suite 1600 Orlando, FIL 32801 Phone: 407-841-9050 E N 0 1 N E E R I N Fax, 407-540-0234 fill A191111719TIRE www.tic-engineers.com 00opyril;ht 2016 TLC Engineering for Architecture, Inc. Coll 15 TLC NO: 115498 G SEAL Aaron Lee Johnson, P.E. orida License #71576 LEE ........ .. C E Al IN 0 -NO 715 ;14 - -33 'E 0 F e 0 R I V F Q:, % "�'*S/ONA e,0 %%,ii Florida Hospital Zephyrhills E ED EXPANSION & ORTHO RENOVATION D Hunton IN ARCH ITE CTS1 05.10,16 ADDENDUM NO, I FIRE PROTECTION PLAN - LEVEL 1-PHASE2 PROJ. NO. H-15021.00 SHEET DRAWN JLL C � 0 FP21 14 0 15 0 16 0 17 0 18 19 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 B R ■ P O ■ N M ■ L K ■ J ■ H ■ G ■ F ■ E ■ D a� ai • a C w 0 r- a) ❑ ■ w Iz a) N S 00 "T B U C O J a) U (O r N � Q U � � N L N A 2 r` <L CO T T N CD C O In C U rn L T n. 0 ri 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1 ■ 2 ■ 3 • 4 • 5 • 6 • 7 ■ 8 ■ 9 ■ lu ■ 11 ■ 1L ■ IJ IY IV Iv II IV I m LV Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R P O ■ N ■ M ■ L ■ K 1 ■ J H ■ I G ■ F ■ E i D Y U m cr C n_ w 0 o ■ W L 12 N N S L� 00 v B 77 U O J N U N < Q U � N � CN A t N T o m N [b o �n C 7 z U m a 0 1E 1F 1 : l •li ;� I ......,..... ... .. g p ....._...._ .................... 3 tt jjl w` ^^-a-.; �za ...... '"ic, r� 8 T RM PAT FAT R� x: ) u emr s , j f T ' TL m � m I_.. 2 0 2„0 2"o 2"e i I I 1 I I' "' ii+ l ItMwr 1 1::o X:' xr . a . al; R T r��« . i �,.... -- � CLIMB ANi � e P. f 2222 .. p :Rp K.: ' :::: ::. ..Y ^s. �F"■@. .,_. . «' #'"d�4 TAR � ;1:.° �G:.; .�ti�'s��. _rC« I - - n. 1 0 1 o Alh 2220 w. _-_ w. r� n xGl. ;i t JAN / 0..,5.,.E RR N. S D 4 1 7 E. .a,.� 118-0 �2°0 8 I,�.A I t IN 1 FIRE PROTECTION PLAN - 2ND LEVEL - AREA 2 1 /81, = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 3" `4'O1 L n�� 2 1 /2"o N 7 1"e 2" 0 REMOTE AREA SECOND FLOOR OCCUPANC`r CLASSIFICATION LIGHT HAZARD DENSITY 1/900 SQ.FT. TOTAL HOSE STREAMS 100 GPM TOTAL HEADS FLOWING 11 K-FACTOR 5.6 BASE of RISER (gpm) FP BASE RISER - GPM GPM BASE of RISER (psi) 20 PSI SAFETY MARGIN (psi) 62.8 PSI (104) LL tK) "IRE PROTECTION KEYNOTES DRA N09 PIPE 08 REN 003 REN 014 REN 017 STDP 10 STDP 14 TEMPORARY FIRE PROTECTION PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR ALL PHASES. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 E N B I mm N B Fax: 407-540-0234 ERR RRCRITECTRRE www.tic-engineers.com ©Copyrght2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 `v�` LEE Jp �y•� y. No 71576 • ST �� 'O- oa�cstle� Florida Hospital zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton : . • A R C H I T E C T S DATE SUBMISSION NO. 04.15,16 CONSTRUCTION DOCUMENTS 05,10,16 ADDENDUM NO. I 1 FIRE PROTECTION PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021,00 SHEET DRAWN JLL FP222 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 (D 0 N C6 a A •a 2 Co C 0 .0 C 3 r , U r-. T Q O e) b m m C 2 u L ■ 2 J ■ H ■ G F A E ■ 00 O M �2 0 C m 2 D J n. 0 C N w o ■ L a N _ Ii 00 rn B 0 Zi w m U 2 a a M o A 66 O (D 1 1 1/8"=11-OEE 1 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ .._..._ ....... _...... ...._... ..._..:_ t: _ T__ 4, i F - -.E' 1 - 4 ` �"' ,.:. i a '�: , : ...,. 'a R, kyi! _ _ : ♦e. !' '1 4; .. 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" r I. , 4 a a ; I :' f c ? „ - - - r , _ _ ... 1 2 - 1 s a ���r ,� era , � f`r'e 11 � 1 L-3" CD 3. aEXIST 2" V ��� ���� � ��� €r<�e � �w � h �w�,�{�� �n�3/4" CD S EXIST 2" V — EXIST 2" V '' w.., — — — ..aivav&asC,ammala.., ., ...4.�...,.,.,.: , .» r .» r .- •x«<,« .., „ _ .. .. w.A.:.11 ,.1.A..I. .I..,.: ,"�.:w:, ,:..,:... �.n ..W t r1 " .-i , P.":" 'v ._-_.__ ...-....:... ., :,w,ww .., r•I ,.,. u,..,...., �('.,. ,.. �.,._.,�. ��,"h�.:wuu w"uiu,7,JJ uwwubfW ww11_ir�.mlw,l�li.."w ,o«I:�,":.wW .�,n WwWwiwu Aw'uuhduwmw.�alww.w"1.u�l.l,"�u."I""Ill:�a"'I'Il,�olwi' w..lw rw r.sull.^ r,,,nn t :1 �,..., _ _ ,,. • ,,,. , -,.,._ ,.,.�"___,:_,,,,,,,,,,,,,,,, ,,,,,, , __,,,,.-,-,,,.,,,.,,. ,,,,.,,,,,., ,. n t, , .� r . ,w t.r 4t i:r. + :tl: l94 Fr E j� Ix�, .. T, r s — -1, ,4,, II 3 , I 1 EXIST 4" S I .. _ . " EXIST 4 S AEI 1 I �il ` --- 1" CDEXIST 2" V , , w, f �{ 1 r' `1 a I a EXIST 4 ST I. I EXIST 2" V .,...... \ "; 1; 11 `I ( ...... 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S. ,.r 'i „, ' —� ► I i ,f I t . i _ ....., _. 6 �,.. 1_ I L . r I (ter/qyi Ijr) ^7p' 1 ,.. x,., .,, - j 18 ■ 19 SHEET NOTES: ■ 20 PLUMBING KEYNOTES 1 2"V PIPE CAPPED IN CEILING FOR PHASE 2 WORK. 2 4"S PIPE CAPPED UNDERGROUND FOR PHASE 2 WORK. 3 EXISTING TV IN CEILING AND UP. 4 EXISTING 4"S IN CEILING AND UP TO LEVEL ABOVE, 5 6 EXISTING 8 ST IN CEILING AND UP _ LEVEL ABOVE, EXISTING 2"V IN CEILING AND UP. 7 EXISTING 8"ST IN CEILING AND DOWN TO UNDERGROUND. 8 EXISTING 4"S IN CEILING AND DOWN TO UNDERGROUND. 9 EXISTING 6"ST IN CEILING AND UP TO LEVEL ABOVE. 10 EXISTING 6"ST IN CEILING AND DOWN TO UNDERGROUND. 11 EXISTING 6"ST UNDERGROUND AND UP TO LEVEL ABOVE. 12 13 EXISTING 4"S UNDERGROUND AND UP TO LEVEL ABOVE. P-TRAP WITH AIR GAP FITTING FOR INDIRECT CONNECTION PROVIDED FOR ICE MACHINE. 14 ROUTE 3/4"CONDENSATE PIPING IN CEILING SPACE FROM FAN COIL UNIT TO LOCATION INDICATED ON PLANS. PROVIDE P-TRAP AT CONNECTION TO UNIT. 15 EXISTING 4"ST IN CEILING AND UP TO LEVEL ABOVE. SUMP PUMP IN RECESSED PIT OF ELEVATOR SHAFT. SEE DETAIL 1 ON P502. 16 17 PROVIQ BACK WATER VALVE. SEE DETAIL #2 SH ET P 02. E E 5 18 PROVIDE WALL CLEANOUTS AT THE BASE OF EACH SANITARY, STORM AND STORM OVERFLOW RISER. (CLEANOUTS NOT SHOWN IN ALL CASES FOR DRAWING CLARITY.) 19 ROUTE 1" CONDENSATE PIPING WITH P-TRAP FROM FAN COIL UNIT TO STORM RISER PROVIDE BACK WATER VALVE E UAL TO ZURN Q 1099. 255 S, Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENBINEERINs Fax:407-540-0234 FRRRRRRITERTRRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc, COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. ;eo�joa %t Jai) 576 s '•� O `. No 71576 ' ,? ,w , 7D r J+ T 1 L �� ••.,( .S �,✓ Florida Hospital Zephyrhills E ED EXPANSION & ORTHO RENOVATION I 111� n t o n * . • ■ ARCH I T E C T I I ! t �f 1 t I 0 PLAN - LEVEL 1- „F.�,, h K __ f , ._ __ '. c t', L li ,,,. . , a a n:o k.k "$::#f .,,,._,3 l i; F PHASE 1 , GRAVITY PIPING PLAN -1ST LEVEL - PHASE 1 PROJ. No. H-1502�.00 SHEET DRAWN ALB 13 ■ --_ P211 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrody Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 i I' I II A I I I I I_.. 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J m H ■ G ■ F ■ E ■ D � m cD 00 co 0 M! Q C m Z) J a 0 c aD w 0 ■ w r a aD N 2 II 00 3 B 0 J ICU Q' ■ U (0 N Q 15 66 A 66 Q (o 7. - -p O T Q IC t- o Fn c 3 _, — U z M L. T a 0 If *1 1 1/8" = V-0" _.. _ . ..._............"...... .. ' _ _. w...._.......w....._..._........ k . � . .O y , 4.O .0.�� .O . . E , ,..8.0 .. �.O , ..,.,.,_.,._.,......... 11 " v� �>��,:� 1... .[ .. \ \ I \ n. j{ - _ ,1 1. 3 ..! i . EXAM�,a {jY I i II t EDAM 2 EXAM ' -. , , 1 TLT j L EDAM p iOLTI01 I sA1ATl OOD I I. > . iC I `I ,a. ;,, : (/qyj yjp (J , iii l i✓L T.. 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I L . i , . ..... ....,. � ­­ : II IL J 1I / - - --- �.1 ` GRAVITY PIPING PLAN -1ST LEVEL - PHASE 2 1 2 0 3 0 4 0 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 1L ■ is • IR SHEET NOTES: PLUMBING KEYNOTES 1 EXISTING 6"ST IN CEILING AND UP TO LEVEL ABOVE, EXISTING 6"ST IN CEILING AND DOWN TO UNDERGROUND. 2 3 EXISTING 3"V IN CEILING AND UP. 4 EXISTING 6"ST UNDERGROUND AND UP TO LEVEL ABOVE. 5 CONNECT 8 ST TO EXISTING 8 ST IN CEILING. EXISTING 8 ST UP TO LEVEL ABOVE. 6 8"ST IN CEILING AND DOWN TO UNDERGROUND. 7 1 EXISTING 2"V IN CEILING AND UP. 8 CONNECT 4"S TO EXISTING 4"ST IN CEILING, EXISTING 4"S UP TO LEVEL ABOVE TO REMAIN. 9 4"S IN CEILING AND DOWN TO UNDERGROUND. 10 EXISTING 4"S IN CEILING AND UP TO LEVEL ABOVE. 11 EXISTING 4" IN CEILING AND DOWN TO UNDERGROUND. S G S C G 0 1 CAP EXISTING SANITARY PIPE UNDERGROUND. CAP EXISTING VENT PIPE IN CEILING. PROVIDE WALL CLEANOUTS AT THE BASE OF EACH SANITARY, STORM AND STORM OVERFLOW RISER. (CLEANOUTS NOT SHOWN IN ALL CASES FOR DRAWING CLARITY.) 12 13 14 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERINs Fax:407-540-0234 FIRIICIITFCTIRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. jgj4q�l jgense #71576 � % LE E JO i�'''v m • 0 v 0 715 6 -Z" -0 • w J3 .. ,�iii.o . t� ,. •. i;�1S'FONA -- %%% �t Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton : . • A R C H I T E C T DATE SUBMISSION NO �4.15.16 CONSTRUCTION DOCUMENTS M10.16 ADDENDUM NO, I 1 GRAVITY PLAN - LEVEL 1- PHASE 2 PROJ. NO. H-W21,00 SHEET DRAWN AL13 P212 m 10 . I O - I( . 10 m I w ICI L u Copyright Huntonl1rady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 I R ■ P ■ O ■ N M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D cD C) 0 M 0 I CO C J D_ O C N 0 ■ W C' a O N 00 B U O J } N cp U N 2 vi Q avi `n C o A L Q T O 70 N m � C � O In C 7 U rn T fl. O t'I 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 A D 14 ui r) U a A D 10 n a 3 i U C 0 T Q O , ., R ■ g 0 �l ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ E ((0 ■ 00 w 0 mI w C ao D i a 0 C a) w o ■ = Iz N _ H 00 rn B 0 .. 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F ti EXIST 2 CW E CAM 14 I s> is,• d~trkr.. n t, , I I ; € ... wwa a w to I II I »i ,, ( a I I „+ II 1!2" HW 1 1/4" CW i,r , j ..... 1 ':."7 0 1 F a n _ _ - _ II r L ...........e ELE r. r u_ �u,) . 1 , ,,: �1,; l " h.i siJS39 d:di d .i. �N,,?,3aAafi a; c .rzu, a_ar=r =u74 �! yy � 1/4 CW ' f ',i -, m ... '. . J ..... ,x , E EXrl�'I Is ,,. , _„-��:=:::.---.: I ;If I 1 EXIST 1/2" HW l y ��+.. I II - UPI�"L 11 j T�� I EXIST 1 1/4" CW I ( l I EXIST 211 CW $ I a .t:- ;I o AST °w' ; r EXIST 1" HW ® Ilw, III II P, EXIST 1 1l4" CW ,�, �/ `` 1, \ 1 I It ul EXIST 314 HW �Il_ ). ' 11 I+, .., EXIST 3/4 HWR _, XAM 1 I 5 A 1 . :, w II Y',I III II I II II i a E h II III x . II ti f J III !i I i III ,... 0 Xwl i � II r , V _ _ «_ w J: ` ".1 ® u EXIST I u # I _.._ . ST 3/4' I _ _; 11 I EXIST 1/2" EXIST 1 1/4" CW _ _ -1 I'll. 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" ^• : 1 - d i - ._«_«._..,,.1t$ a ' - _. _. r aAaa r"F a•a .o. a a "'. « 2112 CW 1� .'. 9 1 � 0� 21/2 HW I ,, 11` �. I i - Y 314" HWR'..."' `', ....' 1 \e,t.jJ' a I .... ... f :3 — i £ , :qn'+'. r% '. xr.� 1--1`•" { �' ;:,r+l , 1 r`•^` t fy, t �/''I��J , ,, ugwa...wuTu wn<.,aW'. _. T E bre u.w.ruNw.ruraw...urwex3ma,uxas..wu•^W ® I x~": n , ne%' k t /r, II I G I \ ,E ✓ I ._ e� r '' !!t ____ µ� i_-W._:.: ice_ -cn^—__^c ._ I ;. t£ .. v I ' - --_ .. (i �jlll ,� ji : gf •, I 'I I - �yq: :.`3 !I f j P , - - ._ _,.1 101 _. __ -- . i l , , " 1 i , ...... ...3 _. a„ , ... .. .., ,,..J , .. ... Mde,YdKSfTu4. Ki:.,+M,g ,^aWg.PmNN^QM 3g :gaYk i' aCMa gWe v a F ,..... r, 1. - w. i ,. x �_ .1 ... .A,.:t';. " . . . .J n 3 5 n'i" <, ? 9 .;, 'L.... .-�,.�.,,.�,.�. k. ,{li 1­1, n. • , :... � �. _ � _, I� 4�E,IE f �� ,+, :P �� A e A F a — t 4 i " F e " a s M. s ,. m t b i1i I j - - i _.._ .. € �� � .:I ! E�iI L��� m ; II 1 / , x ,: 1 --00 /k .. fd $h � tr,,, � i 1/2"HW 1 a _- -- 1/2" cW •"T' 1/2" CM ° 1» of c" Jil NA,I II 11 �.��,, L1l2° Hw Floes - �`� ' t . f i xemexxc>a;zns.„ „ t l _ _.... I r _r' n �I -a. €, ,,... ,.,«_ , -,.,.. ., ^}. . ;ar;,; !,";: ,, ;,,, A , > R d ; ,,,,,,, , ,,,,, ,o<mz,,,xhd .,o..,n.-. Sm,oaaa.. a«< .ef..a«nw,waeM ,«,,.. �d«.»...«„ ,«,««„ .�...w,.,...a,,..,.,............�,.......�.,.v. w.a5... , J;"ev,ow v am.. x.. ., '^r� 4., f i3! +as +' 'Y€ 'w' k, N4'G 4' ;w.; .m .w, —•m, .«,«.,.,ram r" ... L... „ ,.:8 ' ' .. 7z 3a is - I11 .., N. , _.... ..... ., ... .. .. ....... ...._..... _.., _._........ .. ... ... .. ..... ., ..,. .-...- .:..,, .: ....,,,^,,,. ... .,..„, ,<, .,..,, kr. ,"l111,,5�'i:.J..k,zw.z....'.$.Ht,fi,..,.d"s.,,�5s,,., .. .k,,.. .., ;k,..3D2....: �94. li I fib, I ° I : EXIST21/2"HW 3 1.f` \` I (C L: II EXIST2112"CW �. I 1: �, I I II YI Et�Ri"I �€ II `i � Or i . [ i tit F° DD.3 � I 1 !. i�i _;« — Ikx, , ��', ,'.I. I � III # 11 ifl I 11 # 110 141 h.IvI"t1. wpll 1: yIM, , 1.3 .I 2 cw -- ---- d� a .., r . I:. ta� � �� I �, €1,� ;t 1 g"� �1 I� : = - _ 1: I n ,, ea _ L. 11/4 HW i. D A `" 1......_ f 1ff HWR ... j��, I� aa, I �,aa,,. �. ! d„q �p 1, � ,�, %i'' Ml.°. I II I I41_5 iI `II N w „� .. E :* EXIST 1"HWR A,, EXIST 1 1 /4" HW " ` " 'I. II >4 ., gg l [10c II I s �- I I $ II I,:« I li.....,.,I I )N�1.COMA - --- -_ __ _•.___-w.m�• £ - If II EXIST 2" CW d __ ___ _ 1 ^�� I — --i i II I- } I --1-- P. 1 i I—'a'—`,� ^,.. 1 II I ` 1 11 1 ( _ Am r 11:7 :I ;I , i t -. ...... .. ............ ........... ..1........1. ... ............ ....... W." ... ..... a ............_ o-... ., _, .. .. '1 1 II fiJ�g,r '� '.� .� I , ?. 'h' �.f 1 :raaeq R � b TkW` f'11i13"'P / Y FMew , _t III I ... ...._ 1 HWR...... I i III �_ _- _ 1 114" HW 1 _—r- -mil _ _J__,. I 1 1 ® y''�'Y- I /- I, r1' 112" CW ■ 18 ■ 19 SHEET NOTES: ■ 20 PLUMBING KEYNOTES 1 CAP PIPING IN CEILING FOR PHASE 2 WORK, 2 1/2" COLD WATER TO COUNTER TOP ICE MACHINE. PROVIDE ISOLATION VALVE AND INLINE BACK FLOW PREVENTER EQUAL TO WATTS SERIES 7. CONNECT ALL ICE MACHINE ACCESSORIES. ME ■ �1 I ■ I 0 N I M L ■ K ■ J ■ H 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ■ ENGINEERING Fax:407-540-0234 FIR ARRRITERTIRE www.tic-engineers.com i @Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 r SEAL Aaron Lee Johnson, P.E. G FlWidebic #71576 ` LEE , /0 ®e�o%N :x® •��EN'��' ,.CS�•• .0"%c'�.y r 71 76 i ■N0 * ' 53• +04T •.o •• ti �`.0.SS,.O 1pQ,* %�',, -'i..voNAL'E�Ee`'' F ; eeeel� ■ Florida Hospital zephyrhills E ED EXPANSION & ORTHO I RENOVATION 1111 ■ D Huntion a • i ■ 1 1 A R C H I T E C T 1-1 DATE SUBMISSION C �4.15.16 CONSTRUCTION DOCUMENTS n.10.1mo ADDENDUM NO.__1__ 1 ' W' O PRESSURE PLAN - LEVEL 1- i . i. 3 .; 5� 0 a. z PHASE 1 PRESSURE PIPING PLAN -1ST LEVEL - PHASE 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 PROJ. NO. H-15021.00 SHEET A I DRAWN ALB - -_P311mmmmmmwmmi .i ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrody Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 �— , 1 I-- i— -- _ B - • - --- , - - - - - - - 1 IN 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R m P m O ■ N ■ M ■ L m K ■ J ■ H ■ G ■ F ■ E I. D C 00 (D 0 M I w m C m Z) J a 0 c a) w 0 ■ W r a A 2 LL OD 0) E 2 J 0 CD U N Q Fri M N A t O 00 Q (o >, 0 T N Q m co IC 3 mI A L 01 "- Q O r1. 1 1181E=11-011 ,-' -- . 1.O 3 .0 . 7.0 8. 13.0 14.0 II 1 16.0 7 .0 ,, E�:At� , 1' : EXAM 4 ; I 1 � ��F� �.,y I .. E X A 1 1 �--EXIST 1 1 /4 CW I I . 1. . : !- 11 11.ry I G." "�` ,; :.. E f:'i A I I R:�' I 1 i W [. ' 1.E ( AT:N I uc�-EXIST 1/2" HW , 111125 :. i : ., it V 'I11 11. 1:11: . I ON "ALL I X �i OFFICE 111-1 11-1-1 1 , II% 11.1 17 w ,. -------- _ I „r 1. L -- - -�:, EXIST3/4"CW-' - -- -- --- --- - --- -- -- -~o --- -- - -- -- -- - - -- --1 ----- --- - --- -------------- . !:�,:� - _--- -- -- --- = -- -- -- __ -_ -- I - -- - -- -.. -- -- -- -- -- -- -- -- -- EXIST314"HW -- __ __- _ _ _ __�7=�=�=�=T= _ _ _ EXIST 3l4" HWR �t7 _ _ _ - - - I ' EXIST 1"HWR I u ' i u EXIST 1 114" HW � ,.. ° A i u II II I ' EXIST 1" HW u I EXIST 2" HW I ; 1 11 11 EXIST 2" CW j _ I I u EXIST 1 114M CW 1 , EXIST 2" CW EXIST 2" CW -'1--- - EXIST 1 1/4 HW - k I I EXIST 2" HW ° a r' 11 � ° u 1. a; i 11,.; III11 fx dd I I I 1iw a IEt ; OEEICE EXAM II z -- ; ° EXIST 2" CW IECL I II I I I I .a I i EXIST 1 114" HW) v, ii L_ "MT • � � EXIST 3!4" HWR R, I' - - -I. air .... UNCLE 111 -NURSE _ ii 11 I _ II p� I i 3 I' .I I, � a, . (- 1 = _... DE ICE---O."-- -- -- I a( it II ;, __ == I , N - ----- ^-- - �. - 1 I II E .Lp 11 1 I 111 EXAM 2IIII u „ u _ _ .___.. _ ._I p� _.,_ a., -..., »... .•.».. .... .. ' ` •• ® Lg--- to S (q4 [ [ G'. V Y 1 EXIST - ' 11 , . 1, y� DECON I _ - _ q 1 . , i' 1 1 _,.«._.._.,.... I II SH R III u . EXIST 1 1/4" HW 1 I. ., I - EXIST 1 1 /4" CW € _ q;i , , I ii II E 1 �'.. ,: �� # ' EXIST 2" CW �Ij XA� i 1"\ I i w I I - LIG II i - I - u n u a:_ 1 _f t" : "I u i r 1 i I,, - n � ; _.._ , - I a. 11 a i, A y : ( I:.... ® �I� 11 �L_ e I1� 11 U _ C EAN 5TAFF II TLC I l ' , �:_ ,1. p M. I ,._-' H10LD INCH,,- „ iy ' ° 1211 , I, LOUNGE 1 r EXIST 2" CW I - - 5EJ RE 11 �_ k ; �f E xAM 1411 II 1 I _ I «, I 11 , -„ I 1 ` ti, ,,; - I I ; II , lu ,c <_ 111.� . - 1 1 _ - _ _. ; %1. I - „11 , %1 . I EXIST 2" CW L H1 2 -- I fib. ^ 'if, . �� . , .0 ' '° .- II 4. ,d. .. J , s: EXIST 1" HW © - I i; I EXIST 1 1l4" CW _............. i r-I--' 111 �i EXIST 1/2" HW 1 " EXIST 3/4"HWR KI [ � r = p, -1/2" HW ', 1 EXIST 3/4 HW � - t -- - . i II II " EXIST 112" HW _ 1l2 CW r EXIST 1 1l4 CW 11 � C:I II 1 r' HW S ( ,,.. , x C ®i 1 =43 I ® i EXIST 1 114" CW ' xA 15 - 1" HW j,�; - � --] ,' - I I I _ 11/4CW 1141 � I I°u 11 a E am _ - L�1'�; �: 1 _ _ 1 114" C I" � I 4" HVV I 11 : � - 1 �,,_. ,_.- f �T TO' i 1l2" HWR -- -- -- -- ' -- -- - --- ----- ' --�- I L � "a - - f-0- ' u i I i'L"� [ ... 11 _ ,_ EXAM 16 I4--416 1 --- " EXIST 1 1!2" CW . j' ' _ __-_ ___ �_,_ - I I l EXIST 1 HW M -. q $. k .': � 1 M ` ,q I s,F "�. �, Y, Y 1 p, Y :41 NI5I9 0 ..� c .l_ 4',Pm 3RKrm �LI :>w,. KE. ` , _---I r i' : -.l .,, W - „ u, . - .....-. dd 9 - --- - II I II r ." - .. --1 %_,.:: I I -----Is--1 50I�. 1�OL t` r't. 6 1 p I • E� 1 1El g K 1,2" H WJ. I .__--._. _ - •_ _, _ _ I - rla l EXIST 314 CW I Ii I 1/2" CW - -- _- _ -- _ - -- _ = - _ -- ,,. ,. _ ...... ,, - -- - ----- __.._ -- - , , #: EXIST 3l4" HW �� - __ �.. 1/2" HW - '-'' t.w" " ;,;.-,,, 12 =_ - - _ __... ... _ .. .. - ,_ _...__ ---- - - __ -- 5TATI 11 c ru '� EXIST 3/4" HWR . «s - �- _ I--- _ ® { , , 4 AM 1 I I I I ._.�.° -- - I I �" - E T EX T I v Is _ .vim 4 " I 1 I 1 1/4" CW �--- W 1 ® r - - I 121 _. .:.... .............__....,, i 1,110 I . ;,. ;t . DLqE D � 1 r1 (,W 1 �;.I"> 1 t� L,t`!" I :r,Ir' p , 1. I 1 2" HW I EXIT N11 ® _ I L 1 I I I EXI i„ L_ \ . , u ° _._ - - .... .. . �� t`r'T,uCr TP 1 �'� _ I �1 EXIT _Ji ,.., .:, �jti:,: ow -0 � � - - I I ] 1� �I "I ,:� 1 114 CW I _ _ -1 );rI''1 j (._.... C� 1 1/4 CW i .11 r= -� 1 I - -- % CO1+r. �! ;' �E1 ' _ __ �1� 11C2 w -- _-' II,IU _- -- 12C2 - __ �,�� -,__ - 6� ' �� - -- „ EXAM 30 wf 11t11 .1 i., i 1 .. __. _ .«,...u_....ry w.. EXIST 3l4" CW = - - - 1. .. H1 _ -- ( � 12 1223 i' 1224 -- -- -- -- - i I- - - � 1.!I' �, I1 ; i,�; 11" 1 _ �-� n -a. _ I TP 1 I - II ® ® _...W. _;� O - --�• - - - I i i.I "' -. I EXIT EXIT ° ® �iU� 3 I �I . 1( 1 1 1l2" HW _ _ EXIT EXIT �_ I `' `"�' 19 - w -- i «- LL ... ,w-u. 1/4" CW STATIa1` EXAM 2� ', . 11 �r , E?S . _ r ,10,c ik ® I " L I 122fa 4 .. n -- ------ ---- - ----- .------ - - i s .. 1 EX�,M E - 1a . t: _ - . _ , _ „ ;a ._. 1 IX ; - , _ . EXIST 2" CW -.. _ I : i _ 1' �>_ 121 1 EXIST 1" HW __ S 1� ��4r awe 9..4±t ! _fie - / I t. A� E. _ 4 EXIST 1/2"HWR ®M , ;\',_,__----==... _ )I I r I = 1 _ 1"HWR I S0(L HOLE) � //i . f 1 _ -- 1 1/4" HW , d ,n K CORR .._. 2 CW 1 la 22i I _. _- , _ .,,. a TOIA.-Ey- �-e�� --- --- --- -- - .I �. 1BiHOLb [, SaV. t a`Ai, ail, �. 110 - [ EXIST l . - - - - = LL 1. I I I �- r I -- II " l ..14 p A II 11 8_L]C.). dam.. _I.5... a " o s ; 7.-�-: N:.. - =E=_ I .... .., [W tt 1' F'0 N:Y.`, . kf '.:R7:", I lax° a i_}f i', "' ;r Y 1._ ��, ' 1 } J b k , .. A z' 112 HW k ,- , i ' �^ R. I tl..-...,,,,.� 1 - + : jNKI [ "Ni /N/ 1 NIV [f[!. , :.."' "i• _ .... }k, r L , n AGI 11 II 1022 .: I I [,1 ,"', GLE Ah + i ` J 11 1 _ Ir j j6,` " i , II :.. T A d ..._. _,. Ni a „ . s I I IN , .. II II RE115T hl; XAh1 21 I' 1.-- . f II 1 1 EXAM 25 EXAH 25 EXAM 2�1 EXAm 28 1 -i 12i5 i:: . 1. _- li �� I"t II - I \ I It , i Ki 11_ I i 11 If �] 11.1 125 -� I 0 I ,I 11 _ I1'1i i I C ,1 .�,A 1 J x' i &I I'll11 ; _ � -, : I' .. .. „, I'l _....... __.. ........._.._„ p I t..> - .,_.,,...r , ,.. .. , , ,11 �..nll .w. 1. - - z .:: o... "s a k .,w'. , :. 4 h< a:4 ts;: �r : # wxa a : ki .°& c t ."N aaNl a ,l a..,>u" .wn w.,yj x ann:�.y ,.»„»„-, -----»,..,,.,. - .,., ,,,,:.,:,,: ' r. .......... .IK .. y�P. 7 = = --- . ___ 'A.T. .......... ......... ._.__..........._..... 11.11-1.1........ -- - '. yp �....,. -.-......... C .. .... .............. .. i.:. .__._...--........- y ,. ..., ._.[t' 1C %aWN...[ .Y Y°- YNax, IYWi Ytlac. .. .._.... ..-... ......... ..... _ >1''.:V; 2K .._ ....i: ... -.� .. 1Y' ,�b, III �� --- - ­ ...:; R� ® L i11 a. - _ - 1 "` XI T I EXIT I ,' , ..1 i u--­: R1 -I� N..,..._., . 11 _ 101�� 01=1W (CE ,.� , 1� I �_._.._ i - ® r.:.J' II II 2 CW " _ ( lr-_, , 101� _ ---- --� "� -1" HWR .< - I l,I II .. - aF 1 II II[I, -_- F ... :. - c �1 ... I a �?� Ij ` II; II r,I i art R ?ts - - - --- --- --- - - -----_.-,.,-- --- __ `Im- CORR 0EI"I _ I_ - - _ - _ --T- _ EXIST 2" ' _ _ I IF EXIST 1 1/4" HW IRCULATIO�� MACH i 130a? 1 , ,[n;. EXIT -EXIST 1 HWR �1 Ii I �y I � ,:I E , .; ,r; � 111 E1-E ROM 11 _ECEPT I[{ CON> � Ili ; LEEP I LEA .,.,.....me'r.•:�... ,...,.,.,_„_.....-.,�'.. +r t:9914i.-MH:.A,.i°JaE.RtlB..:.,E1v" .ACS . e 3ux.'..'tt, l 'V.t ` I .,.......M,...,.. f , --��a- _I0E1 11-i 1 1`P - i I EXI : _ �.�i :101 �� �_____� OEEI 1 ._,�.,..I 10 10 l 1�0 I -- _. - EXI T _. ,. .>= t ;,-ell - a '' .. I ® 1 01 EXIST 21/2" CW II ( .,I ®... - ;- _.-._,___ EXIST 2112" HW , ) i ; 4,::•. EXIST3/4 HWR _.._.._.` _.. _. _ _ _ __ _, _ _._...-_. ; II ... v a1 1 [L-`:--.- "' .. L.L..1:.:�t:e - '�, .: A: aaa vay sxa;wNasw c 4xj"wa _._ �... I I' II _ _..Y e.:.E [ x a .. &':.a t r. 6e§`B,k..tS.»..!..:.?.. i axr a a�a,"A! #I r. w,. is :a'' ...#'!a ..... ..,., -- -- _ - -- r - -� VEST . 1 � -- -- LIO C:0 , , I° II 11 N 1 t«I3rx:19!I?:!t,` ,:I;, 1: -,-?ali:;mam UMM-t-N,-.-..............._.-_..,... _,.,., _ _ «,__ _.,_.....,,._.,, ....,_.,_...... _ ,_,.. __•----_-..,-,w._.,, ji T -, EXIST 2" CW H "_A- III ``.. k 1.E�URI'C"j' MICE I n - EXIST 1 1/4" HW I u F'-° I i ; 1 �0::�- ,.1; II t ti s o[ ``" aEXIST 1"HWR i '';,r,t�3i T, - II � - = li, -1 UREH t D. -- _+ , --'- ------ 7"',il- - I I EXIST 1' HWR '71to .; , [,,. . ' II II 111 td „ I , {., 11 L1000 I LuATIGComm - -- -- -- �� 1' 1 I ,- ........ ...... 1 - -� ,� •I-.. r. r g �y 1 II 11 1002 101 3 = - -_ _ _ _- _ _ �- -- . I 11 - _ - : i ,. I EXIST 1 1/4" HW �1 '` „m I.. I� 1. 1 a : S �-�y - __ II I-�-------_--._-__.. . D I + . 11 II ° EXIST 2" CW I t,.,,,, .. _ c _w ». _ .......«±_...,:..- - ,�N l �,a *,rra t tea, wta N"r Y � - - ::IS . I ._. _ .-__.._.._..__.,..,...--_,,... \....,.....-. 1 II It tv s 1-, 1 Ijj = - EXI T - _11 - _ - - ��- - , - �_ __ - --_------- Ifi r i f ', I p 1 »,........,, \ I is :t:1 3M� . „ . ...:::.:::. . _:: -.._. is.._.. ----- .1...... _ --- -- k - PLAY__ _- - _ 1 I 1,. i�.._ II j ® EXI T --�A 1 ® C IIf,.. I; il i -� ® _ i j �`.:, 100 i ��^^++ .. .. ......_... I. .. ....... .- ........ __ ..._. _... ............. _ ...__. .. _ _-. - I jr I'll . _ ._- =% i �a ` ;Vft k. a • \ . .. .. -:. . _. .,._-_,..,::�•.p,,,�t•-T<,.,..L::i7i....7 - ::a:.,:->: 1 r..,..s:3::t:i:.,l:- _n..(_.�#!"T �"'�•� ..A;:n:�. ,+_. ,• ..... �I�' ••i'� I i ' E r, / I[ iww a M ! $ ' . V 'V' 3»......................:., ..f iM-T i - IY!"1„Ir1 3.1M li r, PRESSURE PIPING PLAN -1ST LEVEL - PHASE 2 1 2 m 3 0 4 m 5 ■ 6 ■ 7 F-.f PLUMBING KEYNOTES 1 BALANCING VALVE WITH CHECK VALVE DOWNSTREAM. SET BALANCING VALVE AT 0.5 GPM. 2 ROUTE 1/2" CW DOWN TO COFFEE MAKER. PROVIDE ISOLATION VALVE AND BACKFLOW PREVENTER EQUAL TO WATTS SERIES 7c. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENCINEERIN6 Fax:407-540-0234 FIR ARCIIIIECTIRE www,tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Ftwift�gl� mAq #71576 t"t, vA L .. JO,cy Iffy - r• ��' F • No 1576 .� * �� , -0 • : � •. . T T O F . (�, Florida Hospital zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton • . A R C H I T E C T DATE SUBMISSION NO. ___ - 0�.15.16 CONSTRUCTION DOCUMENTS 05,10,16 AppENDUM NO. 1 -1 PRESSURE PLAN - LEVEL 1- PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN ALB . """""""""""""` P31 2 1 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ lb ■ lb ■ 1( ■ 16 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407)839-1709/Faxwww.huntonbrady.com License AAC001744 7 - - - y - - '.1. • .. _ 4, i r d iI 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E D Q0 CD 0 M (D m C J 0 C o ■ w Q a) N S LL 00 It B LO �a U O J j cc ■ N � U "t N lf) `V a A U 00 d a � N m co O � C z U rn o_ 0 r� 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 PLUMBING KEYNOTES 1 PROVIDE NEW PLUMBING FIXTURE AND SERVICE WATER PIPING. PROVIDE ALL NECESSARY HARDWARE AND FITTINGS FOR A COMPLETE INSTALLATION. 2 CONNECT NEW WATER PIPING TO EXISTING WATER PIPING. FIELD VERIFY EXACT LOCATION OF EXISTING VENT PIPING, 3 ROUTE 112" CW DOWN TO COFFEE MAKER. PROVIDE ISOLATION VALVE AND BACKFLOW PREVENTER EQUAL TO WATTS SERIES 7c. 4 ROUTE 1/2" CW DOWN TO ICE MAKER. PROVIDE ISOLATION VALVE, AND CONNECT ALL ICE MAKER ACCESSORIES. R ■ P ■ O ■ N (1 4) ■ M NN) ■ L i K ■ J i ... _...... ....... ■ E H I 255 S. Orange Avenue Suite 1600 KK Orlando; FL 32801 Phone: 407-841-9050 ■ EksINEERINs Fax:407-540-0234 F IRA RE I ITERTR RE www.tic-engineers.com ©Copyrigh12016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 G SEAL Aaron Lee Johnson, P.E. `ecig@,�jre nse #71576 `F EE �U 4T�-* IVa 7 576 •� A E O � • a., •.0 R 1 p•••'•��,•�" F j ' N!1 IIMY 4 1%ari �� WHl, Florida Hospital Zephyrhills E j ED EXPANSION & ORTHO RENOVATION I D Hunton i • A R C H I T E C T C DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05,10.16 ADDENDUM NO. 1 1 B = ■ W o PRESSURE PLAN INLEVEL 2 AN off a_ z AREA 2 A PROJ. NO. H-15021.00 SHEET DRAWN AL5 P321 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D 00 0 M (DI C m J a 0 w ■ a N 2 Ur Go B c� 0 J N � U N Q di t o A 66 a m T v rn 1Z a 0 r*1 EXIST 2" V EXIST 2" V / \ / ® \ EXIST 2" V \� \ \ EXIST 3" V / I I EXIST 2" S EXIST 2" V \\ EXIST 3" V \\ _�—EXIST 2" S EXIST 6" S� \ EXIST 2" V \ \\ \ EXIST 6" S � EXIST 2" V \\ ® EXIST 2" S LEXIST 2" S EXIST 2" V—� \ � \ EXIST 6" S EXIST 2" ® � � EXIST 2" EXIST 2" V EXIST 2 V // (E)4"SAN FROM ABOVE EXIST 4" S � \ � EXIST 2" NO EXIST 4„ EXIST 4" S EXIST 4" S� \ \ � � EXIST 2" V EXIST 2" V EXIST 2" V EXIST 2" ® ® \ EXIST 2" S EXIST 2" \ EXIST 4" S \ \ \ ® EXIST 2" S 2V \ \` \ EXIST 4" S EXIST 4" S O \ EXIST 2" EXIST 2" / /-2" V II \ EXIST 2" / V II 2" V 2 V FCO(E) << o III II EXIST 2" V� I I © \ $�2" V 4" S � � II EXIST 4" S 2" V ` ® 2" V I k 2" V „ 2" S�I \ EXIST 2" V ® / EXIST 2" EXIST 4 S I I " �2„ V 4 S ®� \ '11 / I' 2 V 2„ S (E) 4"SAN UP � 4" S / 'f I � II - II EXIST 4" S \ " S �- II I S \ 2"s 2 „ �\ II II °4"s 2" V ® V II \ I I I ® EXIST 2" V II I I I S /� � EXIST a" S \ ` / EXIST 2" V � FCO(E) EXIST 2" V / \ 2" S 4 S —/ \ I II I 2" v \ / / 4" S � / I / � EXIST 2" V \ \ EXIST 2" © II � roe \ 4" S � _ II I I 2" S „ I� \ 2" V " EXIST 4" S 2" S 4„ S 2 VI II EXIST 4" S ® t�EXIST 2" V I I / 2 VI 2" S 1 2" S I I K I 2" V \ EXIST 2" /� �� \ ® I 2"S P-TRAP FOR ICE MACHINE EXIST 4 S--o 3" S © „ 2„ S 2" V / �2 V \ T S © L4CI I " S \ EXIST 2 V ® \ 4S � � 14r,� \ 3°S 4S - I I 2„ S \ \ \ EXIST 4" S EXIST 2' V \ 2. S / GC 3" S 211, V \ EXIST 4" S \ EXIST 4 S \ EXIST 2„ V 2„ V 4„ S \ EXIST 2 V S \ II \ II S \ II TV II \ �2„ �" V 2 V —p a „ S 2 S 'I / EXIST 2" V II II II II 2 EXIST "V� \ (I 3"S 4„ S © FCO(E) \ I I \ :�L2" S EXIST 4" S / EXIST a" S \ 0 II I\ S \ ® EXIST 4" S_ toEXIST 2" V II II T V EXIST 4 S EXIST 2 V / EXIST 4" S II / �3° S 2 S EXIST 2" V 2" S EXIST 4" S 2S �� 2„s II � 11112„S I \ � � 2„V 2" V ®Ib2 V II ® FCO(E) (E) WENT UPJ'� II �I II iF \ \ EXIST 3 S \ \ � EXIST 2" V �00®III II II FCO(E) 2" v _II � II EXIST a"s � III®I % \ � I I ® EXIST 4" S 2„ S I I 2° V —8 /� 2 V © ® EXIST 4 S q„ S 4" S as II V\ 211S 4" S 2" S II II EXIST 4" S „ 2" v 2„ S „ S S ® II II II " S 2 „S ' EXIST 4" s // / 4" S / / \ EXIST 4„ 4S S 2" S / EXIST 4" S \ f to 2"S "S 4" S EXIST a S / EXIST 4" S EXIST 4" S GRAVITY PIPING RISER - LEVEL 1 - PHASE 1 1 NOT TO SCALE \ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 I EXIST 4" S----/ 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERINs Fax:407-540-0234 EIR ERCCITECTCCE www.tic-engineers.com @Upyri 0016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 {111111/,, to N •Cl o 'n : # ' STAT • OF to O R C�'J .a Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton : . • A R C H I T E C T SUBMISSION 04.15"16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO. I 1 PLUMBING RISER DIAGRAMS - GRAVITY PROJ. NO. H-15021.00 SHEET DRAWN JD P6011111111111111111111111111111111 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 SHEET NOTES: R ■ P ■ O ■ N ■ M ■ L ■ K ■ ■ H ■ G ■ F ■ E D 00 0 M of m C J a o ■ w .c a N 2 U_ B c J N ■ U N46 Q 77 r o A 00 a � m o C r U t c_ 0 r� lop 2"V ©II EXIST 2" V— j / EXIST 2" V (E) TVENT UP 2" V --------- 3"S \ EXIST 2" V I I EXIST 2" S EXIST 6" S \ EXIST 3 V 4—EXIST 2" V \ \EXIST 6" S EXIST 2" V \ / SEXIST 2" S 3" S \ \\ EXIST 3" V \\ EXIST 2" V / \\ \ —EXIST 2" V EXIST 6" S EXIST 2 V / ` \ EXIST 2 S � \ EXIST 2" per\ V� ` ` \ ` 2 V 2« V ~ \ EXIST 6 S I \ \ \ EXIST 2" V 2" V / r ® EXIST 6" S ® / 2" v II \ \ EXIST 2" V / 2"V 2"V —'I 4 ® ,{/ \\�2„V 2"V A �� 2" V EXIST 2" S EXIST 4" S �� 2" V14 II � % 11 �`L II \ EXIST 2" 7rk- ©II II \I� \ EXIST 4" S \ EXIST 2" V I 4� 90 4� S \— EXIST 2" 2 V II I EXIST4"S 2"S ® 0 \ \ \ EXIST2"V 2 S 4 S \ Q � \�� / � I I I I EXIST 2" V 11 / 2" S " \ F N EXIST A I I« \ \ EXIST 4" S EXIST 2 V \ :1 4"S 2V 4S \ `U ii II �f1 II \ 4" S 3" S (I EXIST 4" S \Imp Ir" S II 2°S / 2"S\ \ I ` 3" S I I® \ / 2„ S I �!� \ II / 9 V EXIST 4" S " \ r 2" V �/ ` 2 2" V —� ` EXIST 4 S \ \ \ �v 2" S S \ \ / « EXIST 4" S 4"FCO © % \ EXIST 2" V2 II � � � � 2 V 2'V6 2V2S � � � �_2" rr J � / EXIST 4" S „ 2S 3" S I II I () I/ I U EXIST 4" S II 1 \ IST 4" S 3"S (I© 4"S 7 U 2"S 2" S 3S 4"FCO 4" S / % SEXIST 4" S 6/ GRAVITY PIPING RISER - LEVEL 1 - PHASE 2 NOT TO SCALE 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGiNEEIII IN6 Fax:407-540-0234 FER RRCRITECTRRE www.tic-engineers.com ©Copyrght2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 �LEE jU'�.�, p .r oe C E /V • Y v :moo • ,. ' �,\ s;� No 71 7 6 w • � r =p• - sT r .. �o� r Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton oil • A R C H I T E C T DATE SUBMISSION NO. P4.15.16 CONSTRUCTION DOCUMENTS W0.16 ADDENDUM NO.1 1 PLUMBING RISER DIAGRAMS - GRAVITY PROJ. NO. H-15021.00 SHEET DRAWN JD P602� 1 ■ 2 IN 3 IN 4 ■ 5 ■ 6 ■ 7 ■ 8 IN 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 _ ... .. _._ ;� �: �; -.:;_, ,. _ —. cT..mm�.+�s�n-s�w� •m:a �_ ,... .- m � >� ww.,w.—�----- -' _ i R � ! _ � !� � - 2 � R ���ff _ 1 L � ! !r 1 _. . t ! e u _ _. 1 ! ! 1Yr... _ _ _ ! R�fsll _. _, _ k !: L R 1 1!la�R! r 'll 7: _7 '* i ■ !. i . _ _ 6 L L 1. 1 _ _ ! I I I. �_ u� , __ -__R_7 .__L7 R__ _ _ _ ._ I _ _ I _ ! I IL II 1 I � 1. 1 �1 I�IDI u INA 1l1111.IRI�11_ _ _ — _ _ 1 II 1 I L �r 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 SHEET NOTES: R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E • D ■ 0 M tpl � C m J a o ■ w r a a� N rn B 0 J r.+ .� ■ U r u Q c o E1 � � o n � o � «. c 3 L• c rn a O .� �\ EXIST 2" V \ � � � � � � � � � � EXIST 2" S� � �� 1 II � � ;� � �� �2" V \ 2"v � 2"v II 1 II I II � II II '� 0 II „S 3" S 4" S 4" S 2" S " S 4" S �41• r / '� ��- _ ��, '� — �I�� � Imo. �� rr '.. � � I I1 ' I\ �'" 1 I' � / a � I► • I �'!1 fi��l ,� c I- ;1.1 I a� .vnn a �• I � ,i •. I E� '�i: - �O - ��� �4'� I ' t � ■�) i �� ,�,� 1. ' I 1 � �•ir � �,� �� 1 I � ��� !• 1 �� • <:� M •r i � 1� _ � I ' r `�� • �• — ���bl• . I � �� � / � � .I�.� i I ♦ I R � E�aS� �'� r � �� �al[�I�l �: ($� l� �_ VTR(E) EXIST 2" V EXIST 2" V �� EXIST 2" V - � 2" V � II �� ` 2"v �� I 2" S + � '� � r r131• � ,, �� .� E� � \�� I r i,.� ! ,' n� ���' � � ���� 1 °� ��'� 1 ��I �� GRAVITY PIPING RISER -LEVEL 2 -AREA 2 NOT TO SCALE 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ g ■ 7 ■ 8 ■ 9 ■ 10 _ � 2" S 3" S �2" V VTR(E) 2" V • ,� � I� 1111�� j':�; '1 '; �I� � , �� 2" S i i � �-2" v y �2" V II 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 E N 6 I N E E R I N 6 Fax: 407-540-0234 FIR �RCIITERTIRE wWW.tic-engineers.com ®Copyrigh120t6 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 e``���11111////�Qi �� � LEE JphJ�`% r No 1576 � Z'� .. .. � "�, — �. • ST T O "� � � a Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION � n to n : . • A R C H I T E C T A MISSIO 04"15,1b CONStRUCtIO_N DOCUM>=NtS 05.10.1b ADDENDUM N0. 1 1 PLUMBING RISER DIAGRAMS - GRAVITY PROJ. NO. N-15021.00 SHEET DRAWN JD ■ 11 ■ 1z ■ 13 ■ �4 ■ no ■ �ti ■ �i ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 icJ� ��r:.•-ti�,l ��u�'.� ���I��`:� .: � fi+ I� �; :a�.l. � •.I t� »• . � �`= iG _ � _, ��'r ��!.,� , 1 It 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ I 1 18 ■ 19 ■ 20 SHEET NOTES: R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D 00 0 M co I C m D J a o ■ W s a N S LL. ao rn B c J r �Ny 7 ■ U �V Q N M N c o A 66 a ro m o� 3 T U t rn c a 0 ., EXIST 1/2" EXIST 1/2" 1/2" 1/2" ® EXIST 1 1/4" CW ® EXIST 112" HW r EXIST 1 1/4" CW EXIST 3!4" HW v ® ' 7 do EXIST 1 114" CW `.�� ��•, :% EXIST 3/4" HW nen niro",n ui nru u,n rnn nuenr n ® I I PRESSURE PIPING RISER - LEVEL 1 - PHASE 1 NOT TO SCALE EXIST 1/2" EXIST 2" F EXIST 2" C EXIST 1 1/2" CW 112" HW "011 11 EXIST 2" GW �� EXIST 1" HW 1 1/4" CW EXIST 2" HW EXIST 1/2" HWR ` 2" HW 2" CW a \ 1/2" CW -1/2" HW �1/2" HW 3/4" 1 11401 " 2"CW HW 2" HW 1/2" HW 1 1/4" CW 1/2" CW 11 CW 2" HW 1/2" CW 1 1/4" CW 1/2" HW 4= 1 I I I 1/2" HW do 1 1/4" CW 1l2" CW .� 1/2 CW r 1 " I II r I II a I ® I I IGEN 1l2" CW 1 1/4" C 1 1l4" CW ® 1/2" HW I 1112" HW�--1/2"CW TO ICE MACHINE �1/2" CW • I 1 II II 1 1/2"HW 2" CW 1 1112" CW� I t 1/2" HW 2" HW © ® r1/2" CW I�® HW CW 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 It 14 1/4" CW WATER HAMMER ARRESTOR SCHEDULE: INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY FLORIDA PLUMBING CODE, ALL SUPPY PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE UP TO 1" I.E. PROVIDE P.D.I SIZE C FOR 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I SIZE B FOR ALL 3/4" SUPPLY AND P.D.I SIZE 1/2" SUPPY P.D.I. = PLUMBNG AND DRAINAGE INSTITUE STANDARD WH-201 OW [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 EN6INEERINIII Fax:407-540-0234 FIRRRIIITE—ItE www,tic-engineers.com mCopyrght2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 °0\\LEEI j''a�� �C��•; E � �/y �e�` . N 1 6 yam; 13 STA E OF <v ..S;�NA L EN� /11111\\\ Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton * : • A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 1 PLUMBING RISER DIAGRAMS - PRESSURE PROJ. NO. H-15011.00 SHEET DRAWN JD ■ 15 ■ 16 ■ 17 ■ 18 It 19 ■ 20 Copyright Hunton8rady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 is 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 SHEET NOTES: R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ Go 0 eM ca I w C m J d o ■ w L a w N U- ob rn B O J �Ny to U r O N t o A 66 Q � n o� 3 r 0 c O .I 1/2" CW 1/2" HUB MW J PRESSURE PIPING RISER - LEVEL 1 - PHASE 2 NOT TO SCALE IATER HAMMER ARRESTOR SCHEDUL! PLUMBING CODE, ALL SUPPY PIPING SHALL HAVE ARRESTOR THE SAME SIZE AS CONNECTION SIZE UP TO 1" I.E. PROVIDE P.D.I SIZE C FOR 1" OR LARGER WATER SUPPLY TO FIXTURES, P.D.I SIZE B FOR ALL 3/4" SUPPLY AND P.D.I SIZE 1/2" SLIPPY [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 EN01NEENINc Fax:407-540-0234 ilf.1E11rEerEEE www.tic-engineers.com @Copyrght2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL AarRQ%La@t4nson, P.E. .ate C E%jj ' **S, 0 71576 ,,ifO/iiLaENC'0'`k Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton 6 A R C H I T E4CT 04.15.16 CONSTRUCTION DOCUMENTS I 05.10.16 ADDENDUM N0. I I j PLUMBING RISER DIAGRAMS - PRESSURE PROJ. NO. H-15021.00 SHEET DRAWN JD P605 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Huntonbrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D c�c ■ co 0 M I t0 � C J 0_ O C N 0 ■ W t a a� N v_ rn B �i c t� O J .-, .� �yN 7 ■ cp cJ N Q vi � M t o A 60 Q co �° � m � c �' o ir) .. C .. .. Lp� .G C. O t� 1 ■ 1 ■ 3 ■ 4 ■ 2 ■ K7 ■ ■ 5 4 ■ ■ 5 ■ 0 ■ ■ ■ 7 7 ■ 8 ■ ■ 8 ■ 0 9 ■ ■ 10 1U ■ L� 11 'I 1 ■ ■ 12 ire ■ ■ 13 io 14 �� ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 � is � iv � ii � io � i� � cu Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 I I I I I I I I 0 .., , - ­ ­ - 2 .. , I N 3 0 - 4 0 5 0 6 E 7 0 8 0 9 E i - - 10 0 11 E 12 0 13 N 14 0 15 N 16 N 17 a 18 E 19 E 20 R 0 P 0 0 0 N E M 0 L 0 K 0 i N H 0 G 0 IF 0 E 0 1 , D 22 �n M E . �� I �2 0 T i C) LU �� (S C 16 0� C C, w = a '11 r,4 _F L� ... N �� - ::� w -0 0 2i a B 0 _3 (O �; C14 - -5 w T M 6 � ( (0 �; C14 2 � a_ `2 (.0 1 7 :� 'S n A to �6 < ::- �2 C) �m Q 00 (O C: 0 i_6 _� :3 _r :�_� z 0) cz :;, a 0 (,A � 0 1 1/8" = 11-01, E�=== � � .... �... . I. . I. . I. ... I I �.. . ­ .. I ... I ... I... . . .. I I I . . ... . I . .1.1.11 .1 I 1. .111 I 11 I I . I . 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I . � I . : . . , I I . . I SHEET N TE : 1 EXISTING 3Ox3O EXHAUST DUCT UP TO EXISTING EF-26 ON ROOF. 2 REMOVE EXISTING DIFFUSER/GRILLE AND PROVIDED. RECO JNECT EXISTING BRANCH DUCTWORK TO DIFFUSER/GRILLE. 3 PROVIDE A TEMPORARY NEGATIVE AIR MACHINE FOR CONSTRUCTION AREA. MAINTAIN A NEGATIVE PRESSURE IN THE AREA RELATIVE TO THE ADJACENT SPACES AT A MINIMUM OF -0.03" W.C. PROVIDE TEMPORARY DUCT BARRIER PARTITIONS. FAN CRITERIA: MODIEL� HEPA-AIRE PAS1200HC, CFM: 800 CFM, HPN/P:.25/120/1. PROVIDE TEMPORARY EXHAUST FROM HEPA UNIT TO DISCHARGE TO ADJACENT CORRIDOR - PROVIDE WITH DISCONNECTIVE MEANS AND FAN GAURDS. PROVIDE AS MANY TEMPORARY NEGATIVE AIR MACHINES AS REQUIRED TO MAINTAIN MINIMUM NEGATIVE PRESSURE REQUIREMENT. 4 PROVIDE INCLINED MANOMETER GAUGE WITH RANGE FROM 0.00" TO 0. 1 " W.C. MAINTAIN A MINIMUM OF -0-03" W,C� IN CONSTRUCTION AREA. REFERENCE FACILITY ICRA PLAN FOR ADDITIONAL INFORMATION. 255 S. Orange Avenue Sit 1600 Orlando, FIL 32801 Phone: 407-841-9050 !gj i m.iE E'N i.N e Fax.tic 7 540-0,234 .. I, ., ., "" �O e,�"ee".c , @Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO! 1 1 5498 1 � � SEAL Aaron Lee Johnson, P.E. Flor�OR�ihense #71576 %%. ,,, I — -.46'' V t L- j() - i I - N;" . IV , - .'Y -, �*6'C " . 4, " " &,� . ,,�� , -F .. ) �- e -W .�4 . . , :i * . = -, . 1,--' = _U - �; -)J . . S T 0. U % - 0 "C% . A' t;;. - ,�� , - u R I v. - - C�', .,�� .#,V�, -.-. ' "'Olt,',', () N A k- �--"' - ":' Florida Hospital Zep hy rh ills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T S - DATE SUBMISSION - N O. P%Jlb CONSTRUCTION DOCUMENTS _ n11011b ADDENDUM NO. I - - __ I - __ __ __ ___________ ____ __ — — - __ - - - ___ — - I- _____ -- -_ DEMOLITION PLAN - LEVEL 1 - — PHASE2 PROJ. NO. H-15021.00 SHEET DRAWN PJM I - M1 12. w IQ M 01) Copyright Huntonlillmdy Architect P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fox www.huntonbrady.com License AAC001 744 1 1 � I I , , , . . . . . I I I , , . i . , � . . I " . I : I X I '! . � � .. I .. � I I . I 1 ■ 2 ■ 3 ■ 4 IS 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 N M ■ L K ■ J H ■ G ■ F ■ E D co m E I U u1 0 c v C 0 w L a N L� LO 00 ■ rn LO is N O 2 m B 0 O J CO O N j N U N � U a 0 N C° CDA Q _ a (p N m � LO u a 0 r� 1 DUCTWORK DEMO PLAN - 2ND LEVEL - AREA 2 3 3 3 3 3 3 L_____J LL_____J L_____J L___ I 4 4 I I I I 1 I L_J L_J L_J II ------------------- -------------------------------- �---- - 1 rrrrT TT--------�--- T- --_---- ------------------- ------------- ------------ II 11 II 1�-----=-i— ------------1—I------------ ------___—$k-----q---lT— -------_------__ 1 1 N K H N I I I I �— N — rC —==—H --I+- ----_= —A Ist I I I I i 11 r�F I _ I I iittt��5'iii 1f51 IZ9 A I x'.af r ad a 9 r k..i,.,d I di """i ry # F II 4 I I F_i I I Imo, -- _ I I I I �H�1 11 11 11 I I }� 1 1 I I I I L_ fTTI I I LLu► I k rj }I...... rk I I !�-------- °,+ 11 ICY'------------�-I_— I I _ ---------�-1 I I 11 i 1 1 r—T-----�� i 1 I I r l I I _____�___—� rrf-----1 �'J � 1tC°SI YT i i I I � I I I I � � j � 3❑ t l I I 9 H----------II 2I1 1I1 II11 II11 LI _J _-------------------- I I ---F---yT�I TI —T��T¢�1-1r [ _I IiX I —----4-— — — — — — — — — - --•------- ---------I -4 ;P+�4_ IJIII IIlL j I I I I 1 1 IU�11_ I I I I ll 1 rr�� rr,, 41 a 5 LJ --- .. — — �it I —I 11 1 1 I I I I I I 41—\ 1 I 11 I I I I I I 1 I L_J II II __ _ T� ---------------------T 1 1 f • . _ ________---E__ ____ R_____.______ , I f j I I 1 I—T'r------------------r-----•-- I �x I ► 3❑ L``—+------------M---- j—�-'i'---r 1----------------1-------- j---------- 99—--� BSI Lei f IFiI ICI -4- Li ItSI _ � L., LEI \Nk------ 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 SHEET NOTES: 1 REMOVE EXISTING EF-1 ON ROOF ABOVE AND ASSOCIATED DUCTWORK. CAP EXISTING ROOF CURB. CONTRACTOR TO PROVIDE PRE-T&B TO ENGINEER BEFORE FINAL T&B. 2 REMOVE EXISTING AHU-1. REMOVE EXISTING OUTSIDE AIR INTAKE, CAP EXISTING ROOF CURB. REMOVE ALL ASSOCIATED DUCTWORK, PIPING, CONTROLS, AND ELECTRICAL ASSOCIATED WITH EXISTING AHU-1. 3 REMOVE FAN COIL UNIT AND ASSOCIATED ELECTRICAL CIRCUIT, CONDENSATE DRAIN LINES IN FIRST FLOOR CEILING SPACE, CHWS&R, AND HWS&R. PATCH WALL AND FLOOR - SEE ARCHITECTURAL DRAWINGS. 4 PROVIDE A TEMPORARY NEGATIVE AIR MACHINE FOR CONSTRUCTION AREA. MAINTAIN A NEGATIVE PRESSURE IN THE AREA RELATIVE TO THE ADJACENT SPACES AT A MINIMUM OF -0.03" W.C. PROVIDE TEMPORARY DUCT BARRIER PARTITIONS. FAN CRITERIA: MODEL: HEPA-AIRE PAS1200HC, CFM: 800 CFM, HP/V/P:.25/120/1. PROVIDE TEMPORARY EXHAUST FROM HEPA UNIT TO DISCHARGE TO ADJACENT CORRIDOR. PROVIDE WITH DISCONNECTIVE MEANS AND FAN GAURDS. PROVIDE AS MANY TEMPORARY NEGATIVE AIR MACHINES AS REQUIRED TO MAINTAIN MINIMUM NEGATIVE PRESSURE REQUIREMENT. 5 PROVIDE INCLINED MANOMETER GAUGE WITH RANGE FROM 0.00" TO 0.1" W.C. MAINTAIN A MINIMUM OF -0.03" W.C. IN CONSTRUCTION AREA. REFERENCE FACILITY ICRA PLAN FOR ADDITIONAL INFORMATION- 6 PROVIDE PRE -DEMO T&B TO ENGINEER OF RECORD PRIOR TO DEMOLITION/CONSTRUCTION. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 EN81NEE RINR Fax:407-540-0234 EER RRCRITECTRRE www.tic-engineers.com ©Copyrgnl2ots TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. `�``o�srjpcal Uca se #71576 No 71576 •�G f� a a TA E IF4`11j? a a N� `` Florida Hospital zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton :a W A R CC,H I T EC T DATE SUBMISSION NO. P4.15.16 CONSTRUCTION DOCUMENTS �5/10/16 ADDENDUM NO.1 1 DEMOLITION PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN DJM M122 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC _ - R P O ■ N M L K J ■ H ■ G ■ F E D ro ;_ �I 2 U w 0 c a� (Y C 0 w C_ Q 0 N It ■ 70 0 B U O J O N 7 (D w ■ U N tl � M r o A i CO on Q T � � N o iri C a U T T O- O (1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 1A) (1B ) 1 1C�� 1� 1 ti I i � J I , DUCTWORK DEMO PLAN - 3RD LEVEL - AREA 2 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ ■ 8 n ■ 9 ■ 3 FXJ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ ip2 � —�-----------n � t J 1 K. L ; I l U; I ._.. ... ...,..... ,................ ... .-... _.. ,.. ...... .... __..... ......._............... , ... , L.....-....._.....-... ..., ... .. ... .._... ...,.,.,. .. ...... ..... ..... ......... ... .. .......,-......... I 8 ■ 9 ■ 10 ................... L 1 17 ■ 18 ■ 19 ■ 20 SHEET NOTES: 1 F F- 1 2 RE OVE EXISTING EX ST F N. REPLACE WITH NEW EF-2B. PROVIDE R PRE -DEMO T&B TO ENGINEER OF RECORD FOR EXISTING EXHAUST FAN TO BE REMOVED. 3 O STI OUTS E AIR INSTAKE ' AND EQUIPMENT ASSOCIATED WITH EXISTING AHU-1. P 0 ■ N M L ■ K ■ J ■ H 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 [a Phone: 407-841-9050 E N B I N E E it m; Fax: 407-540-0234 ..............E WWW.tic-engineers.com ©CopyrgU016 TLC Engineering for Architecture, Inc. COA 15 TLC NO 115498 SEAL Aargg%L_ 'J& r qn, P.E. 'R g1� a 576 • ENsc� •`gyp': No 71576 • TE ,=� .© °°°°°ioa�esee®ge Florida Hospital zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton : . • A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05/10/16 ADDENDUM NO. 1 1 DEMOLITION PLAN - LEVEL 3 - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN DJM b� __ m m 1 32 mmmmmmma 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 R P O N M L K J ■ H G F E D L (D E (D Z U W O C N 0� C 0 W a. a) N I u_ 00 ■ rn N 0 2i m B U O J CD O N j O U N 2 d N O U � o A Q (p T � � N C C O � C 7 I U 0 L T d O rI 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 R ■ P O N M L K J H G F E D C- `m E i U w 0 c � C 0 w L Q N I1_ 00 ■ rn 0 b 2 m B U O J O N O r U O N n uS � u o A Q (O T O � N m ML W � b C U L m T Q O fl 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ b ■ f w Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 I I 1 ■ 2 ■ 3 ■ 4 IN 5 ■ 6 ■ 7 ■ 8 IN 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 IN 15 IN 16 IN 17 ■ 18 ■ 19 ■ 20 R IN III N ■ M IN L ■ K ■ J ■ H ■ G ■ F III IN m r I 0 W b a� Ir C 0 ru L Q N 0 ■ 0 ca B 0 O J O N y N 0 N 00 U p Q) s o A Q T O � N cm -6 L C— U rn 7•, fl- O f,I F. i 1 ' I ' I '3 ..»». _..L 1 I1 ­7 i im u•W wYM. w d Y.0 www «urwwrW awnr w+u .w.uvr l :...T , h•r,••..«..,.,.•«...•w.»,.,.,..,..o.»>_w...,.,N.• air*uv »...w..,........•,..,. ,,,. ,�,.K,.,w.r _. ..... �,r.. y 1 _... _ _ — — _ _. ..._.. ..._ ....... - - __._.... ,m 1 .Irk"" . _.. I 13 Alf » , , p99 , a 1 F - y ! t� i; I fi4 •� N r. is ,._......... .._..- -. . ... �' 1 �.: ................ __.. _ ... .. ... ......... ............... .. ...... .... .... -... _. : . .......... ., ........�.... .. ..... � ,.�.�.: ...,':''�.... ..., ....... .... I _....... .. ,.,.............................rrs r r rrm n �.rrrrr d A j x.,rii• 16x12 I I I ��•• as r ma: I »xa � eaR��xna'a �ta eaa; A €�r s _.:....: . _:..:,::..,__..I,i � I it 11� ;(n`nnn>� X �j �� 12 co 00 V1 a t,. 1 —1_. 0 2A 1 I 1 $ t7 I t I ... ....... _ _.-,_ _.._ _.._ _ ... _ iE a i w ' a; ; .... r _ ... ,. , .. 0. �r � I , T� F-12— 4 I i .......... 1 ��. 9AN1 E AHiI A Z FCU-2A-2� i \ DDC WLL WL4 i 1411 4 111i1 i HM1 \I y—f� PANEL CV-2A-13 CV 2A 14 A 200 s i . r ,.�. X oo I j .ra. > � i \�• i Dy'a r 1 DUCTWORK PLAN - 2ND LEVEL - AREA 2 1/8" = 1'-01, 75 UC ---t�F— 1 H tr 1 J , _. I - I I () I I I „ w « t 1 -'�•- 1 n ( I 1 t 1 � rtrt t ry IN , { pp , kAl 1 1 1i1 Df I i 0 1 X'. al ' , n ..�. ..r,i.".-.»...r:w..:.:..,.x......�, .a,e. «em�: .... .,....,..,....:7. ........._..F.�.I.J, �,,,.,. �.,,.._. • A'..IA',., '_.,nw}Jwv,US `.y�P`.1`».. '. b. �,.>w..en..wx .w..._.W_W,:w merm .....y r M ., 1 .iH.re ^+_ww4w»>+nSG1X0 y10x10 10x10. 4 200) �A 200 ` (4 C�0 A 2Q0 I oo (A 15) I� e 8x8 !' 4 B 125 B 125 a B 125 B 125 0 - 3 rF 7777 B 75 B .. 75 6 75 'u T UC>S B 75 15�G x B 100 a ., 236 i, 1410_ '-"8x8_ B 000 2A-3 V-2A 4 CV 2A 5 CV 2A 6 CV 2A 8 CD x10 n YI �,— B150 tt 12 C -2A-11 ! CV-2A-10j 200 8x8 A 250 16x12 A:2 r Al A 250 - CV-2A-9 _ 1x10 1 0 �--- :. 1 O 1 ■ 2 ■ 3 IN 4 IN 5 IN 6 ■ 7 ■ 8 IN 9 ■ 10 ■ 11 ■ 12 IN 13 ■ 14 _ 1 , SHEET NOTES: 1 NEW SA DUCT UP TO NEW RTU-2A. 2 NEW RA DUCT UP TO NEW RTU-2A. 3 NEW EA DUCT UP TO NEW EF-2A. 4 UP TO NEW EF-213. 5 TIE INTO EXISTING EXHAUST DUCT DOWN TO 1ST FLOOR. GENERAL DUCTWORK NOTES 1. PROVIDE BALANCING DAMPERS AT ALL BRANCH DUCT CONNECTIONS AND ALL SECONDARY MAINS. PROVIDE A DAMPER FOR EACH AIR DISTRIBUTION DEVICE. 2. ALL TERMINAL UNITS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS. COORDINATE WITH ARCHTECTURAL CEILING PLANS. PROVIDE 3 6rl CLEARANCE IN FRONT OF ALL TERMINAL UNIT CONTROL PANELS. 3. PROVIDE REMOTE CONTROL DAMPERS FOR ALL VOLUME DAMPERS LOCATED ABOVE AN INACCESSIBLE CEILING. REFER TO DETAILS FOR MORE INFORMATION. 4. CONTRACTOR TO PROVIDE PRE-T&B TO ENGINEER PRIOR TO DEMOLITION. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax :407-540-0234 F R R O R C R rT E C T E R E www.tic-engineers.com ©Copyrighl216 TLC Engineering for Architecture, Inc. COA 15 TLC NO 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 ael�tc,�� ��e• E ,JO4 576 w ✓ • 0 9: STA E O RC3�� % ON P,L- Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION HuntonOF C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05/10/16 ADDENDUM NO. I DUCTWORK PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN DJM M222 ■ 15 ■ 16 IN 17 IN 18 IN 19 IN 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fox www.huntonbrady.corn License AAC001744 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D m s m E v cod rr U w b c a� C 0 w t N 2 w rn ■ N N B J t0 O N �4) 7 ■ co U N a t5 N � o A Q ca m m c o LO c 3 u t rn .G a 0 r11 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A I 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R P 0 N NI L K J ■ H ■ G ■ F E D cn s E �I U w 0 a� C 0 w L a 41 N z u_ 0 ■ 0 5 m B 0 O J (D O (V N U U N N L A CD P Q o m N o �n z U r--� m a a 0 n 5 T r 3" o CHWR—� T - n CHWR= _ Yo CHWS—...___ 1 DUCTWORK PLAN - 3RD LEVEL - AREA 2 1/81F=11-011 5 / 3 \ r e e, e r a Y•, ••r� — ......... 00, IIY Y • (�..�......�_-..__....-_....- a �. LL 1 Yo CHWR \ "vu CHWS4� RTU_2A 1 6 4 r r a ev ewr a w• r r �rw r ry ra , < * .. :,a x:.�. ,��. .ems +_.. � -.-. - .-� EF-2B L t '� I 1 --,., __i , �. E. arxna,r re rer aearreYr rararearrnas.=. rrxrrrrrraaeserxarv, x, ao rer xra rr ea,r a ee i 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 SHEET NOTES: 1 NEW EXHAUST FAN EF-213. 2 PROVIDE PIPE SUPPORTS MINIMUM EVERY 10'-0" APART. 3 DDC PANEL SHALL BE INTERNAL TO THE UNIT CASING. PROVIDE EXTERIOR ACCESS DOOR. 4 VFD SHALL BE INTERNAL TO THE UNIT CASING. PROVIDE EXTERIOR ACCESS DOOR. 5 MAINTAIN OUTSIDE AIR INTAKE OPENING A MINIMUM 25'-0" FROM ANY EXHAUST OR 6 PROVIDE ALTERNATE PRICING TO INCREASE PIPE SIZE ON FIRST FLOOR TO 3"AND SERVE NEW RTU ROM 1ST FLOOR CHW PIPING IN LIEU OF ROUTING PIPING ALONG ROOF. , [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 F I R ARC I ITECTIRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO' 115498 SEAL Aaron Lee Johnson, P.E. Florida LicerI%Agl f 7,1976 •• �,� C•E•N sic•• �dT No 71576 ••O • tit ST T F Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Huntion WE A R C H I T E C T DATE SUBMISSION NO. 04,15,16 CONSTRUCTION DOCUMENTS 05/10/16 ADDENDUM NO. 1 1 DUCTWORK PLAN - LEVEL 3 - AREA 2 PROD. NO. H-15021.00 SHEET DRAWN DJM M232 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 R P O N M L K J H G F E D �o s c� E cD i ry U w 0 c a� � C 0 w L d U7 N 00 ■ Lo v 0 0 B U O .J O N j N Q ■ :fl U vi U M N o A aC co y" o 'O N C � O � C 7 Z U m a 0 .1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 A- 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D s 12 m E v� o: U w c a� C 0 w J- CL N Li. 0 rn N aD 0 � B 0 J c0 0 N a) ■ U co N a M c o A Q co m 3 t rn a 0 ri CHILLED WATER AIR HANDLER SCHEDULE COOLING COIL FILTERS AIR FLOWS DIRECT DRIVE PLENUM FAN DATA PLAN MODEL UNIT UNIT COMPONENTS IN DIRECTION OF AIR FLOW DESIGN CONDITIONS CAPACITY MIN. PRE -FILTERS FINAL -FILTERS MARK NO. TYPE SUPPLY RETURN OA EXT. TOTAL WHEEL MIN. FAN MAX. MOTOR VOLT/ EAT LAT SEN. TOTAL MAX. MAX. MAX. EWT/LWT GPM MAX PD FACE MODEL RATED MAk\ P (IN. WG.) MODEL RATED MA& P (IN. WG.) BHP VFD VEL. CFM CFM CFM SP SP TYPE SIZE RPM HP PHASE DB WB DB WB MBH MBH FPM ROWS FPF AREA NUMBER EFF. % INITIAL FINAL NUMBER EFF. % INITIAL FINAL RTU-2A PERFORMANCE CLIMATE CHANGER DRAW THRU MXB-FLT-MAC-CCL-UV-MAC-FAN-MAC-FFL-PLN 6,200 3,500 2,500 3.0 4.5 PLENUM (1)16.5 2600 (1)10 8.52 460/3 YES(1) 81.0 69.0 51.2 51.0 452.7 743.5 450 6 144 45/55 68 10 FT HD 18.1 AM -AIR 301 30 0.26 1.26 VARICEL-SH 90-95 0.5 1.2 COMPONENTS LEGEND NOTES: 1. MODEL NUMBERS AND EQUIPMENT SELECTIONS BASED ON: 8. PROVIDE AHU WITH STAINLESS STEEL COIL CASING AND DRAIN PAN. 16. PROVIDE 120/1 LED MARINE MAINTENANCE LIGHTS MXB - MIXING BOX PLN - PLENUM TRANE PERFORMANCE CLIMATE CHANGER 17. UNIT SHALL HAVE (3) ELECTRICAL CONNECTIONS-(1)120/1 MARINE LIGHTS/MAINTENANCE FMXB - MIXING BOX WITH FILTERS. SAC - SMALL ACCESS 2. TOTAL AIR PRESSURE DROP SHALL ACCOMMODATE DIRTY FILTER CONDITION 9. PROVIDE FIRE ALARM SHUTDOWN WITH INTERLOCK WITH ASSOCIATED EXHAUST FANS DDC POWER; (1)120/1 UV LIGHTS; (1)SPC FOR 48013 FANNFD PHC - PREHEAT COIL MAC - MEDIUM ACCESS 3. CAPACITIES SHOWN ARE MINIMUM. AIR AND WATER PRESSURE DROPS ARE MAXIMUM. 10. INTERLOCKED EXHAUST FANS SHALL SHUTDOWN AUTOMATICALLY AND RESTART AUTOMATICALLY (1) 120/1 CONNECTION FOR DDC POWER CCL - COOLING COIL LAC - LARGE ACCESS VIA CONTROL AND FIRE ALARM RELAYS DURING MANUAL AND FIRE ALARM SHUTDOWN OF RTU. 18. ALL EXTERIOR RTU'S SHALL BE A MIAMI DADE NOA LABEL PERMANENTLY FIXED TO RTU FAN -FAN XFB - EXTERNAL FACE & BYPASS 4• FILTER MODEL NUMBERS AND SELECTIONS BASED ON AMERICAN AIR PFL - FLAT FILTER IFB - INTERNAL FACE & BYPASS 11. INTERIOR LINING OF AHU SHALL BE STAINLESS STEEL 19. PROVIDE EXTERIOR RATED DWYER INCLINED MANOMETERS FOR FLT -ANGLED PRE -FILTERS DIF - DIFFUSER 5. FILTER EFFICIENCY BASED ON ASHRAE 52.1-1992 TEST METHOD. EACH FILTER BANK FFL - FINAL FILTERS ECO - ECONOMIZER X VA I 20. PROVIDE DISCONNECT SWITCH WITH OCP FOR EACH VFD PCL - PRIMARY COOLING COIL UV - ULTRA VIOLET LIGHTS 6. OUTSIDE AIR INTAKE SHALL BE MIN. 36" AFR 1 13. PROVIDE FACTORY MOUNTED TRANE TRAQ DAMPER FOR OUTSIDE AIRFLOW MONITORING WHL - DESICCANT WHEEL CDC -CONDENSER COIL 21. OUTSIDE AIR INTAKE SHALL BE MINIMUM 25'-0" AWAY FROM ANY CMXB - MIXING BOX WITH COMPRESSORS 7. ALL CONTROLS SHALL BE FACTORY MOUNTED FOR COMPLETE UNIT CONTROL 14. PROVIDE DIDANEL WITH DATA PORT CONNECTI N. COORDINATE WITH LOW VOLTAGE P B V DDC PANEL SHALL BE MOUNTED INTERNAL TO UNIT CASING WITH AN SUB CONTRACTOR. EXTERIOR ACCESS PANEL. 15. PROVIDE 120/1 MAINTENANCE RECEPTACLE ON EXTERIOR OF RTU'S 22. PROVIDE 2" R-13 FOAM INJECTED PANELS WITH MID -SPAN INTERNAL THERMAL BREAKS 0 WITH THERMAL BREAK ACCESS DOORS. CONSTANT VOLUME TERMINAL UNIT SCHEDULE PLAN MARK DESIGN CFM MIN CFM INLET SIZE MAX. WPD (IN FT) MAX. APD (IN WG) HEATER COIL DATA WATER TEMP. GPM EAT (°F) LAT (°F) ENT. FLVG. CV-ED-1 1600 1600 14" 1 2 .35 140 110 4.0 52 85 CV-ED-2 1600 1600 14" 2 .35 140 110 4.0 52 1 85 CV-2A-1 200 125 5" 2 .35 140 1 110 0.5 52 85 CV-2A-2 200 125 5" 2 .35 140 110 0.5 52 85 CV-2A-3 200 125 5" 2 .35 140 110 0.5 52 85 CV-2A-4 200 125 5" 2 .35 140 110 0.5 52 85 CV-2A-5 200 125 5" 2 .35 140 110 0.5 52 85 CV-2A-6 200 125 5" 2 .35 140 110 0.5 52 85 CV-2A-7 250 150 6" 2 .35 140 110 1.0 52 85 CV-2A-8 250 150 6" 2 .35 140 110 1.0 52 85 CV-2A-9 250 150 6" 2 .35 140 110 1.0 52 85 CV-2A-10 275 275 6" 1 2 .35 140 110 1.0 52 85 CV-2A-11 650 300 10" 2 .35 140 110 2.0 52 85 CV-2A-12 700 1 700 10" 2 .35 140 110 2.0 52 1 85 CV-2A-13 150 150 5" 2 .35 140 110 0.5 52 85 CV-2A-14 300 200 8" 2 .35 140 110 1.0 52 85 CV-2A-15 300 200 8" 2 .35 140 110 1.0 52 85 CV-2A-16 250 125 5" 2 .35 140 110 0.5 52 85 CV-2A-17 250 125 5" 2 .35 140 110 0.5 52 85 CV-2A-18 250 125 5" 2 .35 140 110 0.5 52 85 CV-2A-19 250 125 5" 2 .35 140 110 0.5 52 85 CV-2A-20 250 125 5" 2 .35 140 110 0.5 52 85 CV-2A-21 300 150 6" 2 .35 1 140 110 1.0 52 85 NOTES: 1. TERMINAL UNITS BASIS OF DESIGN: TRANE VCWF 2. PROVIDE 3-WAY CONTROL VALVES FOR END OF MAIN VAV BOXES. CHILLED WATER FAN COIL UNIT SCHEDULE COOLING COIL DATA HEATING COIL FAN & MOTOR DATA AUX PLAN MODEL SUPPLY MIN.SEN. MBH MIN.TOT. MBH EAT WATER TEMP. °F FLOW GPM HEAT CFM EAT (°F) LAT (°F) WATER TEMP. OF EXT. SP DRIVE TYPE HP VOLTS/ PHASE MARK NO. AIR CFM DRAIN PAN SERVICE DB WB ENT. LVG. ENT. LVG. FCU-2-1 BCHC-18 450 11.5 15.5 80 67 45 55 3.5 450 52 85 140 1 110 0.05 DIRECT 1/2 208/1 YES 2ND FLR ELEVATOR LOBBY FCU-ED1-1 MULTI-AQUA-MHWW-36 850 24.3 33.0 80 67 45 55 10.0 NO HEATING REQUIREMENTS 0.05 DIRECT 1/12 208/1 YES 1ST FLR ELEC. RM 1307 FCU-ED1-2 MULTI-AQUA-MHWW-18 480 13.3 19,9 80 67 45 55 6.0 NO HEATING REQUIREMENTS 0.05 DIRECT 1/20 208/1 YES 1ST FLR ELEV. MACH. RM 1017 FCU-ED1-3 MULTI-AQUA-MHWW-18 480 13.3 19.9 80 1 67 45 55 6.0 1 NO HEATING REQUIREMENTS 0.05 DIRECT 1/20 208/1 YES 1ST FLR COMM RM 1019 FCU-ED1-4 MULTI-AQUA-MHWW-18 480 13.3 19.9 80 67 45 55 6.0 NO HEATING REQUIREMENTS 0.05 DIRECT 1/20 208/1 YES 1ST FLR COMM RM 1019 FCU-ED1-5 BCHC-18 600 14.5 18.6 80 67 45 55 4.0 600 52 85 140 110 0.05 DIRECT 1/2 208/1 YES 1ST FLOOR CIRCULATION RM 1009 FCU-ED1-6 BCHC-24 800 23.5 32.1 80 67 45 55 5.0 800 52 85 140 110 0.05 DIRECT 1/2 208/1 YES 1ST FLR VESTIBULE RM 1000 FCU-2A-1 MULTI-AQUA-MHWW-36 850 24.3 33.0 80 67 45 55 10.0 NO HEATING REQUIREMENTS 0.05 DIRECT 1/12 208/1 YES 2ND FLR COMM RM 2221 FCU-2A-2 MULTI-AQUA-MHWW-36 850 24.3 33.0 80 67 45 55 10.0 NO HEATING REQUIREMENTS 0.05 DIRECT 1/12 208/1 YES 2ND FLR ELEC RM 2220 FCU-1A-1 BCHC-36 1200 32.2 44.7 80 67 45 55 6.0 NO HEATING REQUIREMENTS 0.05 DIRECT 3/4 480/3 YES 1ST FLR ELEV EQUIP RM NOTES: 1. MODEL NUMBERS AND EQUIPMENT SELECTIONS BASED ON TRANE AND MULTI AQUA 7. PROVIDE IN WALL T-STAT FOR TEMP ADJUSTMENT FOR MULTI -AQUA FCU'S 2. MAX WPD ACROSS CHW COIL SHALL BE 10 FT HD 8. ALL MULTIAQUA UNITS SHALL BE PROVIDED WITH A 3 PRONG, PLUG-IN, 208/1 POWER CORD. 3. PROVIDE GALV STEEL SHEET METAL AUXILLIARY DRAIN WITH FLOAT TRIP COORDINATE FCU MOUNTING WITH ELECTRICAL CONTRACTOR TO PROVIDE 208/1 RECEPTACLE 4. PROVIDE 25% 2" PLEATED THROW AWAY FILTERS ADJACENT TO WALL MOUNTED FCU'S. 5. PROVIDE DELUXE PIPING PACKAGE WITH 2-WAY 2-POSITION 9. COORDINATE EXACT MOUNTING LOCATION WITH FIELD CONDITIONS. PROVIDE UNISTRUT AND SUSPEND N.O. CONTROL VALVE AND TRANE CONTROLLER. UNITS FROM THE CEILING WHEN WALL SPACE IS LIMITED. 6. FCU PROVIDER SHALL PROVIDE CONTROL VALVE WIRING, LOW VOLTAGE TRANSFORMER FOR 10. PROVIDE PRV ON CHILLED WATER INLET TO ALL MULTI -AQUA UNITS. REDUCE TO MANUFACTURER CONTROL WIRING AND CONTROL VALVE. ALL CONTROLS SHALL BE INTEGRATED WITH RECOMMENDED PRESSURE AND OUTLET. TRANE BUILDING AUTOMATION SYSTEM. EXHAUST FAN REBALANCE SCHEDULE EXISTING CFM PHASE 1 FINAL 5 PEF 5710 4880 4805 1 6 4820 3650 1750 GENERAL NOTES: 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE 2. T&B CONTRACTOR SHALL VERIFY EXISTING AIRFLOWS WITH PRE -DEMO T&B REPORT HOT WATER REHEAT COIL SCHEDULE PLAN MARK AIR DATA TOTAL MBH ROW/ FINS /FT. MAX FACE VEL. FPM AP IN. WG. WATER DATA CFM TEMP. °F TEMP. OF FLOW GPM p P FT ENT. LVG. ENT. LVG. RHC-1A-1 125 52 85 4.5 2/100 1000 0.25 140 110 0.5 5.0 RHC-1A-2 125 52 85 4.5 2/100 1000 0.25 140 110 0.5 5.0 RHC-1A-3 250 52 85 9.1 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-4 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHCAA-5 425 52 85 15.4 2/100 1000 0.25 140 110 1.5 5.0 RHC-1A-6 275 52 85 10.0 2/100 1000 0.25 140 110 1.0 5.0 RHC-IA-7 250 52 85 9.1 2/100 1000 0.25 140 110 1.0 1 5.0 RHC-1A-8 250 52 85 9•1 2/100 1000 0.25 140 110 1•0 5.0 RHCAA-9 250 52 85 9.1 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-10 270 52 85 9.8 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-11 150 52 85 5.4 2/100 1000 0.25 140 110 0.5 5.0 RHC-1A-12 150 52 85 5.4 2/100 1000 0.25 140 110 0.5 5.0 RHCAA-13 500 52 85 18.2 2/100 1000 0.25 140 110 1.5 5.0 RHCAA-14 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHC-1 A-15 450 52 85 16.3 2/100 1000 0.25 140 110 1.5 5.0 RHC-1A-16 1050 52 85 38.1 2/100 1000 0.25 140 110 3.0 5.0 RHC-1A-17 500 52 85 18.2 2/100 1000 0.25 140 1 110 1.5 5.0 RHC-1A-18 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-19 350 52 85 12.7 2/100 1000 0.25 140 110 1.0 5.0 RHC-1 A-20 150 52 85 5.4 2/100 1000 0.25 140 110 0.5 5.0 RHCAA-21 150 52 85 5.4 2/100 1000 0.25 140 110 0.5 5.0 RHC-IA-22 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHC-IA-23 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-24 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHC-ED-1 450 52 85 16.3 2/100 1000 0.25 140 110 1.5 5.0 RHC-ED-2 350 52 85 12.7 2/100 1000 0.25 140 110 1.0 5.0 RHC-ED-3 450 52 85 16.3 2/100 1000 0.25 140 110 1.5 5.0 RHC-ED-4 400 52 85 14.5 2/100 1000 0.25 140 110 1.0 5.0 RHC-ED-5 325 52 85 11.5 2/100 1000 0.25 140 110 1.5 5.0 RHC-ED-6 125 52 85 4.5 2/100 1000 0.25 140 110 0.5 5.0 RHC-ED-7 150 52 85 5.4 2/100 1 1000 0.25 140 110 0.5 5.0 NOTES: PROVIDE RHC'S AT THE END OF PIPING BRANCHES WITH 3-WAY COILS 1 ■ 2 ■ 3 ■ FAN SCHEDULE PLAN MODEL STATIC FAN MOTOR VOLT/ DRIVE FAN TYPE CFM ACCESSORIES RPM HP BHP MARK NO. PRESS. RPM PHASE TYPE SERVICE EF-ISO-1A 80CPV UTILITY 750 2.0 2,607 1,725 3/4 0.55 460/3 BELT FIRST FLOOR ISOLATION ROOMS 1,4,5,6,7,12,15,25,33 EF-1A CUBE-240-XP UPBLAST 2000 2.0 1,247 1,725 1.5 1.33 460/3 BELT FIRST FLOOR GENERAL 1,3,4,5,6,12,20,25 EF-ED-1 180CPV UTILITY _'37 2.5 1,563 1,725 3.0 2.05 460/3 BELT FIRST FLOOR ED WAITING 1,4,5,6,7,12,15,20,25,33 EF-2A CUBE-240XP UPBLAST �1Nf 170011 1.5 1,509 1,725 1.5 1.12 460/3 BELT SECOND FLOOR ORTHO/REHAB 1,3,4,5,6,12,20,25 EF-2131, 120CPV UTILITY I 000 2.0 2,036 1,725 3/4 0.6 120/1 BELT 1ST FLOOR BELOW ORTHO 1,4,5,6,7,12,15,20,25,33 RF-ED-1 SQ-130 INLINE 1500 1.5 1.725 1,725 3/4 .59 460/3 DIRECT 1ST FLOOR ED WAITING RETURN 1,5,10,12,20,25,28 NOTES: 1. NON -UTILITY SET MODEL NUMBERS AND FAN SELECTIONS ARE BASED ON GREENHECK. UTILITY SET MODEL NUMBERS AND FAN SELECTIONS ARE BASED ON COOK. 2. PROVIDE NOA RATED EXHAUST FANS ACCESSORIES: 9) CURB MOUNT ROOF JACK 19) FAN GUARD/SCREEN 29) INSULATED MOTOR COVER 1) BACKDRAFT DAMPER 10) SPEED CONTROLLER 20) COMPANION FLANGES 30) ENERGY STAR LABEL 2) THERMOSTAT 11) WALL SHUTTER 21) INSULATED HOUSING FOR SOUND CONTROL 31) VARI-GREEN MOTOR 3) BIRDSCREEN 12) VIBRATION ISOLATORS 22) HINGED FRAMES 32) SIDE DISCHARGE 4) ROOF CURB 13) WALL CAP 23) SPARK/EXPLOSION PROOF 33) INTEGRATED INLET PLENUM 5) DISCONNECT SWITCH 14) WALL SHUTTER - MOTORIZED 24) WALL SWITCH (NO EXPOSED DUCTWORK) 6) DRAIN 15) WEATHER COVER 25) CONTINUOUS OPERATION 34) CURB ADAPTERS 7) EQUIPMENT SUPPORTS 16) 2 SPEED / 1 WINDING 26) CONTROL CENTER 35) INLET PLENUM 8) INLET SCREEN 17) FILTERS 27) SMOKE DETECTOR 18) WALL COLLAR 28) VFD EXISTING AHU-24 REBALANCE SCHEDULE SUPPLY RETURN OUTSIDE AIR OLD NOTE 3 NOTE 3 N E 3 PHASE 1 -1885 -550 -1345 1 FINAL PHASE 1 +545 PH 1 +1210 PH +705 GENERAL NOTES: 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE 2. T&B CONTRACTOR SHALL VERIFY EXISTING AIRFLOWS WITH PRE -DEMO T&B REPORT 3. INADEQUATE AIRFLOW INFORMATION IS AVAILABLE FOR AHU. PROVIDE PRE -DEMO AND FINAL T&B TO ENGINEER BEFORE CONSTRUCTION. INTERLj0CK SCHEDULE AIR HANDLING EXHAUST FAN RTU-2A EF-2A (NEW FAN) AHU-24 EF-25 (EXISTING) EF-26 (EXISTING) EF-1A (NEW FAN) NOTES: 1. PROVIDE FIRE ALARM RELAYS FOR AUTOMATIC SHUT DOWN. 2. PROVIDE CONTROL RELAYS FOR MANUAL SHUT DOWN OF EXHAUST FANS AT THE AHU STARTER. EXHAUST FANS SHALL SHUT DOWN UPON MANUAL DEACTIVATION OF AIR HANDLER. 3. AHU AND INTERLOCKED EXHAUST FANS SHALL AUTOMATICALLY RESTART UPON FIRE ALARM RESET OR MANUAL REACTIVATION 4. FIELD VERIFY EXISTING AHU INTERLOCKS PRIOR TO DEMOLITION. NOTIFY ENGINEER IN ADVANCE OF ANY DEFICIENCIES. PROVIDE ALLOWANCE IN CONTRACT TO REPAIR ANY DEFICIENCIES. 5. EF-ISO-1A SHALL RUN CONTINOUSLY EF-ED1 SHALL RUN CONTINOUSLY RF-ED1 SHALL RUN CONTINOUSLY EXISTING AHU-20 REBALANCE SCHEDULE SUPPLY RETURN I OUTSIDE AIR OLD NOTE 3 NOTE 3 NOTE 3 PHASE 1 -280 -530 +250 FINAL NO CHANGE NO CHANGE NO CHANGE GENERAL NOTES: 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE 2. T&B CONTRACTOR SHALL VERIFY EXISTING AIRFLOWS WITH PRE -DEMO T&B REPORT INADEQUATE AIRFLOW INFORMATION IS AVAILABLE FOR AHU. PROVIDE PRE -DEMO 3. AND FINAL T&B TO ENGINEER BEFORE CONSTRUCTION, EXISTING AHU-1 REBALANCE SCHEDULE SUPPLY RETURN I OUTSIDE AIR OLD NOTE 3 NOTE 3 NOTE 3 PHASE 1 -210 -80 -130 FINAL NO CHANGE NO CHANGE NO CHANGE GENERALNM 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE 2. T&B CONTRACTOR SHALL VERIFY EXISTING AIRFLOWS WITH PRE -DEMO T&B REPORT INADEQUATE AIRFLOW INFORMATION IS AVAILABLE FOR AHU. PROVIDE PRE -DEMO 3, AND FINAL T&B TO ENGINEER BEFORE CONSTRUCTION. 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ AIR DISTRIBUTION SCHEDULE MARK CFM NECK FACE SIZE DESCRIPTION SIZE LENGTH A 000-100 60 24x24 SUPPLY DIFFUSER 101-225 80 24x24 BASIS OF DESIGN: PRICE SPD 226-300 100 24x24 COLOR: WHITE 301-400 12tR 24x24 MATERIAL: ALUMINUM 401-500 140 24x24 OPPOSED BLADE DAMPERS: NO 501-600 160 24x24 B 000-110 6x6 24x24 RETURN / EXHAUST GRILLE 111-220 8x8 24x24 BASIS OF DESIGN: PRICE 80 221-350 1000 24x24 COLOR: WHITE 351-530 12x12 24x24 MATERIAL: ALUMINUM 531-730 14x14 24x24 OPPOSED BLADE DAMPERS: NO 731-970 16x16 24x24 1/2"xl/2"xl/2" GRID 971-1240 18x18 24x24 1241-1540 20x2O 24x24 1541-1880 22x22 24x24 C 000-160 6x6 SUPPLY SIDEWALL DIFFUSER 161-250 8x6 BASIS OF DESIGN: PRICE 610L 251-330 12x6 COLOR: WHITE 331-500 18x6 MATERIAL: EXTRUDED ALUMINUM 501-890 18x10 OPPOSED BLADE DAMPERS: NO SINGLE DEFLECTION 891-1450 24x12 3/4" SPACING 1451-1650 24x16 D 000-100 6x6 RETURN / EXHAUST SIDEWALL GRILLE 101-175 12x6 BASIS OF DESIGN: PRICE 610ZL 176-260 18x6 COLOR: WHITE 261-425 18x10 MATERIAL: EXTRUDED ALUMINUM 426-600 24x12 OPPOSED BLADE DAMPERS: NO 45" FIXED DEFLECTION 601-1000 30xl8 3/4" SPACING E 000-100 60 24x24 LAMINAR FLOW SUPPLY DIFFUSER 101-225 80 24x24 BASIS OF DESIGN: PRICE LFD 226-300 100 24x24 COLOR: WHITE 301-400 12n1 24x24 MATERIAL: ALUMINUM 401-500 14o 24x24 OPPOSED BLADE DAMPERS: NO 501-600 16o 24x24 MAXIMUM SECURITY SUPPLY DIFFUSER F 000-110 6x6 24 24 111-220 8x8 x 24x24 BASIS OF DESIGN: PRICE 221-350 10x10 24x24 COLOR: WHITE 351-530 12x12 24x24 MATERIAL: ALUMINUM OPPOSED BLADE DAMPERS: NO 1-30 14x1 24x24 1 /2"x1 /2"x1 /2" GRID 731-970 16x16 24x24 971-1240 18xl8 24x24 G 000-110 6x6 24x24 MAXIMUM SECURITY RETURN/EXHAUST 111-220 8x8 24x24 BASIS OF DESIGN: PRICE 221-350 1Ox10 24x24 COLOR: WHITE 351-530 1202 24x24 MATERIAL: ALUMINUM 531-730 14x14 24x24 OPPOSED BLADE DAMPERS. NO 1/2"xl/2"xl/2" GRID 731-970 16x16 24x24 971-1240 18x18 24x24 Yaklimr-.4 SERVICE 2ND FLOOR ORTHO/REHAB INFECTION CONTROL RISK ASSESSMENT (ICRA) ALL WORK SHALL CONFORM WITH THE OWNER'S INFECTION CONTROL AND CONSTRUCTION POLICIES, PROCESSES AND OWNER'S PROJECT -SPECIFIC INFECTION CONTROL RISK ASSESSMENT PLAN. ICRA MATRIX IC RISK CONSTRUCTION ACTIVITY TYPE TYPE A TYPE B TYPE C TYPE D LEVEL GROUP 1 CLASS I CLASS II CLASS II CLASS III/IV GROUP 2 CLASS I CLASS II CLASS III CLASS IV GROUP 3 CLASS I CLASS III CLASS III/IV CLASS IV J GROUP 4 CLASS III CLASS III/IV CLASS III/IV CLASS IV INFECTION CONTROL RISK LEVELS GROUPI GROUP2 GROUP3 GROUP4 LOWEST MEDIUM MEDIUM HIGH HIGHEST OFFICE AREAS ALL PATIENT CARE UNITS EMERGENCY ROOM TRANSPLANT CLINIC CONFERENCE ROOMS WAITING ROOMS RADIOLOGY AREAS SURGERY SUITES PUBLIC BATHROOMS ROCP RECOVERY ROOMS WAITING ROOMS LABOR AND DELIVERY LABOR & DELIVERY OR'S NURSERIES CARDIAC CATH / ANGIO PEDIATRICS CVICU RIO SURGERY OUTPATIENT UNITS ALL INTENSIVE CARE AREAS DIALYSIS AND TRANSPLANT NUCLEAR MEDICINE ONCOLOGY / BONE MARROW ADMISSION / DISCHARGE AREA CARDIOLOGY PHYSICAL THERAPY TANK AREA HYPERBARIC MEDICINE CAFETERIA ENDOSCOPY ECHOCARDIOGRAPHY PHARMACY ADMIXTURE LABORATORIES PHARMACY 'DEPENDENT ON LOCATION CONSTRUCTION ACTIVITY TYPES INSPECTIONS AND NON-INVASIVE ACTIVITIES. INCLUDES, BUT IS NOT LIMITED TO, REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1 TILE PER 50 SQUARE FEET, TYPE A PAINTING (BUT NOT SANDING) WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION. SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST. INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF TELEPHONE AND COMPUTER CABLING, ACCESS TO TYPE B CHASE SPACES, CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE CONTROLLED. ANY WORK WHICH GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES. INCLUDES, BUT IS NOT LIMITED TO, SANDING OF WALL FOR PAINTING OR WALL COVERING, REMOVAL OF FLOOR COVERINGS, CEILING TILES AND CASEWORK, NEW WALL TYPE C CONSTRUCTION, MINOR DUCTWORK OR ELECTRICAL WORK ABOVE CEILINGS, MAJOR CABLING ACTIVITIES, AND ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORKSHIFT. TYPE D MAJOR DEMOLITION AND CONSTRUCTION PROJECTS. INCLUDES, BUT IS NOT LIMITED TO, ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS, REQUIRE HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CEILING SYSTEM, AND NEW CONSTRUCTION. ICRA CLASSIFICATION SCHEDULE CLASS I 1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS. 2. IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR VISUAL INSPECTION. 3. MINOR DEMOLITION FOR REMODELING. 1. PROVIDES ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO ATMOSPHERE. 2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING. 3. SEAL UNUSED DOORS WITH DUCT TAPE. CLASS 11 4, BLOCK OFF AND SEAL AIR VENTS. 5. WIPE SURFACES WITH DISINFECTANT. ❑ 6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 7, WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA. 8, PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA. 9. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. 2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS. 4, MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND MONITOR WITH MAGNEHELIC GAUGES. 5. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICES DEPARTMENT. CLASS 111 6. VACUUM WORK WITH HEPA FILTERED VACUUMS. ❑ 7. WET MOP WITH DISINFECTANT. 8. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION, 9. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 10. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING. 11. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED, 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. 2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS. 4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND MONITOR WITH MAGNEHELIC GAUGES. 5. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY. 6. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE. 7. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS, CLASS IV 8. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS THOROUGHLY CLEANED BY THE ENVIRONMENTAL SERVICES DEPARTMENT AND RELEASED BY SAFETY AND INFECTION CONTROL. 9. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. 10. WET MOP WITH DISINFECTANT. 11. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. 12. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 13. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING. 14. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE CONSTRUCTION IS BEING DONE. GENERAL ELECTRICAL REQUIREMENTS 1. ALL VFD SHALL BE 65,000 AIC UNLESS OTHERWISE INDICATED. ALL CONTROLLERS AND CONTROL PANELS FOR MECHNICAL EQUIPMENT SHALL BE 65,000 AIC UNLESS OTHERWISE INDICATED ON THE ONELINE DIAGRAM. REFER TO ELECTRICAL DRAWINGS. 2. VFD AMPERAGE RATING SHALL BE AS REQUIRED FOR THE DRIVE EQUIPMENT AND SHALL BE CAPABLE OF OPERTING THE MOTOR INCLUDING THE SERVICE FACTOR FOR AN INDEFINATE PERIOD OF TIME. 3. ALL VFDS SHALL INCLUDE AN INTERGRAL DISCONNECTING MEANS, CAPABLE OF BEING LOCKED IN THE OFF POSITION. 4. ALL AHU VFDS SHALL BE PROVIDED WITH DOUBLE BARREL LUGS FOR FIRE SMOKE DAMPER TRANSFORMER. 5. ALL VFD'S LOCATE OUTSIDE SHALL BE IN A NEMA 4X ENCLOSURE. R ■ P ■ O N ■ M ■ L ■ K i ■ J ■ H 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ■ E N B I N E E N I N 6 Fax: 407-540-0234 , 11-9117-IRE www.tic-engineers.com ©Copyrght201e TLC Engineering for Architecture, Inc, COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. G FloridaoVr&ense;#,7, 576 % LCE UC,r'°°B°r �iJ�;•• G S�cAkp No 71576 ��� = ■ rt �. T p \ P m e F is ■ Florida Hospital Zephyrhills E ED EXPANSION & ORTHO RENOVATION ■ D Hunton : . • ■ A R C H I T E C T DATE SUBMISSION NO. 24.15.16 CONSTRUCTION DOCUMENTS MAC/% ADDENDUM NO, I 1 B 1 r 1. DOCUMENTS FOR CEILING TYPES. TYPE 1 FOR SURFACE MOUNTING, REFER TO ARCHITECTURAL BOARD 3. COMPONENTS INCLUDING ALL DUCT CONNECTIONS THERETO. INSTALL ALL PLENUMS, BLANK -OFFS AND MECHANICAL SCHEDULES CEILINGS OR WALLS SHALL BE PROVIDED WITH BORDER MOUNTING. AIR DISTRIBUTION DEVICES ASSOCIATED SHEET METAL APPURTENANCES. MECHANICAL CONTRACTOR SHALL FURNISH AND BE LOCATED WITHIN GYPSUM CEILINGS SHALL BE PROVIDED WITH BORDER TYPE 3 FOR LAY -IN AIR COMPLETE IN EVERY RESPECT AND SHALL INCLUDE ALL REQUIRED DRAWINGS AND/OR INDICATED IN THE DISTRIBUTION DEVICES LOCATED WITHIN ACOUSTICAL TILE SPECIFICATIONS, THE SYSTEMS SYSTEMS AS SHOWN ON THE ARCHITECTURAL AND MECHANICAL DEVICE TO CEILING GRID WITH FIELD -FABRICATED SUPPORTS. SURFACE MOUNTING BORDERS IN LIEU OF INSTALLATION OF ALL LINEAR AND MODULAR SLOT AIR DISTRIBUTION PROVIDE ALL MATERIALS AND PROJ. N0. H-15021.00 SHEET A 2' LAY -IN. SECURE EACH 24"x24" GRID ARE NOT AVAILABLE SHALL BE PROVIDED WITH AIR DISTRIBUTION EQUIPMENT REQUIRED FOR A COMPLETE DEVICES LOCATED IN SMALL ROOMS WHERE FULL DRAWN DJM -� M501 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 ; Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 ., A... Mon -... pmam ::c. .-:,` .,. =�I:.i � � '- :, - �1Sf�:. +�-�.. �ty�.•-�`:'`T.: z.; .u;�. �,. _rr. "r�.�.� �,< i "� =ST._ � .- I;rat;•4.,.'7' �`- i,; t,�y:: % .. M r�-i� ��R,,5r'I_,.,y� y '� rl.;,dd: IJ ���. - .�-•5,_+.�'• - � :r,.. ...._-i, �`^.���.:.� :' '.: �1 :.:J . 1'��; ...._ '. :�, .. .. ;I s �r J�� f _ ��1.�d: i, •.. .. �>s1.... .... .. -..ti .._ .�➢_ - �- - Y ti� 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L K ■ J ■ H ■ G ■ F ■ E ■ D �a L �I co ■ U w c m C 0 w L a N 00 LL 0) ■ rn m m B J m 0 N rr m U D V a Q m It o A a o a o n � 0 o an C c c A a 0 SEQUENCE OF OPERATIONS -AIR HANDLING UNIT CONSTANTAND VARIABLE VOLUME AIR HANDLING UNIT STARTISTOP: WHEN THE AHU IS INDEXED TO OPERATE BY OPERATOR COMMAND THE ASSOCIATED FIREISMOKE DAMPERS SHALL OPEN AND ASSOCIATED EXHAUST FANS SHALL START. AFTER AN ADJUSTABLE TIME DELAY (SET AT TD RELAY LOCATED IN STARTER), THE AHU SUPPLY FAN SHALL STARTAND ALL SAFETIES AND INTERLOCKS SHALL OPERATE THROUGH THE STARTER AND BYPASS CONTACTOR. SEE INTERLOCK SCHEDULE FOR AHU AND EXHAUST FAN INTERLOCKS. TEMPERATURE AND HUMIDITY CONTROL: DDC CONTROLLER SHALL MODULATE N.C. CHILLED WATER VALVE TO MAINTAIN THE DISCHARGE AIR TEMPERATURE AT 50•F (ADJUSTABLE) AT TEMPERATURE SENSOR BETWEEN COOLING COIL AND SUPPLY AIR FAN. WHEN RETURN AIR HUMIDITY IS <60%AND 90% OF HVAC ZONES PER AIR HANDLER ARE SATISFIED, SUPPLY AIR DISCHARGE TEMPERATURE SHALL AUTOMATICALLY INCREASE TO 57-F (ADJ). CONTROL VENDOR PREFERRED DISCHARGE AIR TEMPERATURE RESET MAY BE USED IN LIEU OF PROPOSED DESIGN. CDQ AIR HANDLERS (AHU2-2 AND AHU2-3) SHALL MAINTAIN A CONSTANT 46 DEGREES LAT AND HAVE AN AUTOMATIC SUPPLY AIR TEMPERATURE RESET ALGORITHM. UPON SENSING A RETURN AIR HUMIDITY <35%, CDQ HEAT EXCHANGER WHEELS SHALL AUTOMATICALLY DISENGAGE. STATIC PRESSURE CONTROL: A HIGH LIMIT STATIC PRESSURE SENSOR BETWEEN THE SUPPLY FAN DISCHARGE AND THE FIREISMOKE DAMPER DOWNSTREAM OF THE SUPPLY FAN SHALL PREVENT OVER PRESSURIZATION OF THE SUPPLY DUCTWORK. IF THE DISCHARGE STATIC PRESSURE RISES ABOVE THE SETPOINTAS MEASURED BY HIGH STATIC LIMIT THE AIR HANDLER UNIT SHALL BE DE -ENERGIZED & AN ALARM INITIATED. AIR HANDLER SHALL NOT BE ALLOWED TO RUN UNTIL AN OPERATOR MANUALLY RESETS THE SENSOR AT THE UNIT. A LOW LIMIT STATIC PRESSURE SENSOR UPSTREAM OF THE RETURN AIR FIREISMOKE DAMPER SHALL PREVENT UNDER PRESSURIZATION OF THE RETURN DUCTWORK IF THE RETURN DUCT STATIC PRESSURE SENSOR DROPS 0.75" BELOW ESTABLISHED VALUE FOR AIR BALANCE AND AHU IS STATUS INDICATES THE UNIT IS OPERATING, AHU SHALL SHUTDOWN AND PRODUCT ALARM. AHU SHALL AUTOMATICALLY INCREASEMECREASE IN SPEED WITH FILTER LOADING BASED UPON STATIC PRESSURE SENSOR SETPOINT (AS DETERMINED BY TSB CONTRACTOR) OF SENSOR LOCATED 213 DOWNSTREAM OF SUPPLY DUCT RUN. UPON SENSING FAILURE OF ASSOCIATED GENERAL EXHAUST FANS DUCTED TO ERV OR ERV EXHAUST FANS, AHU SUPPLY AIR FAN SHALL AUTOMATICALLY DISENGAGE AND SEND ALARM TO BAS. OUTSIDE AIR CONTROL: CONSTANT OA FLOW RATE SHALL BE MAINTAINED TO EACH AIR HANDLER. OA FLOW STATION SHALL REPORT FLOW RATE TO HAS. BAS SHALL MODULATE OA DAMPER POSITION TO MAINTAIN CONSTANT OA FLOW RATE. UPON OA FLOWRATE DIFFERENTIATING GREATER THAN 10% OF DESIGN FLOW RATE, BAS SHALL ALARM AT OPERATER WORKSTATION. TERMINAL VAV WITH REHEAT CONTROL: INDIVIDUAL SPACES ARE SERVED BY CONSTANT VOLUME AND VARIABLE AIR VOLUME REHEAT BOXES WITH HYDRONIC COILS. ON A RISE IN SPACE TEMPERATURE AS MEASURED BY THE SPACE THERMOSTAT, TERMINAL UNIT CONTROLLER WILL MODULATE REHEAT VALVE CLOSED. ON A DROP IN SPACE TEMPERATURE AS MEASURED BY THE SPACE THERMOSTAT, TERMINAL UNIT CONTROLLER WALL MODULATE REHEAT VALVE OPEN TO MAINTAIN REHEAT COIL DISCHARGE AIR TEMPERATURE SETPOINT 90• (ADJ)-OR AS INDICATED IN VAV BOX SCHEDULE. VAV AND CV BOX MOTORIZED DAMPERS SHALL BE PRESSURE INDEPENDENT AND OPEN AND CLOSE AUTOMATICALLY TO MAINTAIN FLOW SETPOINT AT TERMINAL BOX. BUILDING FIRE ALARM: WHEN BUILDING FIRE ALARM IS ACTIVATED THE FOLLOWING SHALL OCCUR: AIR HANDLING UNIT SHALL DE -ENERGIZE AND THE ASSOCIATED EXHAUST FANS SHALL STOP AND ASSOCIATED FIREISMOKE DAMPERS SHALL CLOSE, UPON ACTIVATION OF SMOKE DUCT DETECTORS THE AIR HANDLING UNIT AND ASSOCIATED EXHAUST FANS SHALL DE -ENERGIZE AND THE FIREISMOKE DAMPERS SHALL CLOSE TO ISOLATE AIR HANDLER. UPON REACTIVATION (RESET) OF SYSTEM THE AIR HANDLING UNIT SHALL B E PROVIDED WITH A TIME DELAY SUFFICIENT TO ALLOW ALL FIREISMOKE DAMPERS TO FULLY OPEN. UPON SENSING FLOW OF SPRINKLER WATER SERVING ASSOCIATED SMOKE COMPARTMENT, AHU'S AND ASSOCIATED INTERLOCKED EXHAUST FANS SHALL AUTOMATICALLY DISENGAGE AND ALL FIREISMOKE DAMPERS SHALL CLOSE. UPON REACTIVATION (RESET) OF SYSTEM FIREISMOKE DAMPER SHALL AUTOMATICALLY OPEN AND AHU'S AND INTERLOCKED EXHAUST FANS SHALL AUTOMATICALLY ENGAGE AFTER A TIME DELAY SUFFICIENT TO OPEN ALL FIREISMOKE DAMPERS. BACnet LAN - BACnet/IP 1 7 BACnet BACnet BACnet BACnet FIELD FIELD FIELD FIELD PANEL PANEL PANEL PANEL -7— _T REMOTE WEB BACnet WORK STATION BACnet BACnet BACnet BACnet BASED WORK NSTP NSTP NSTP NSTP STATION PANEL PANEL PANEL PANEL SENSORS AND SENSORS AND SENSORS AND SENSORS AND ACTUATORS, ACTUATORS, ACTUATORS, ACTUATORS, NATIVE BACnet DIAGRAM No Scale COMM. LINE TO COMM. LINE FROM ADJ. NEXT FCU FCU STAND ALONE FACTORY MOUNTED DDC CONTROLLER 24 VAC FILTEP, C RETURN AIR 0 C / 000 DPS-1 D0 C WIRE TO TS-2 DI START FCU AI R-1 INTERLOCK - RELAY Al AO CHWI? TS-1 I-;OOM TEMP (� I -I W`i FAN COIL UNIT No Scale COMM. LINE TO NEXT COMM. LINE FROM ADJ. C.V. TERMINAL UNIT TERMINAL UNIT HOT WATER 24VAC (CLASS 2) HEATING COIL H SUPPLY AIR SUPPLY AIR FROM AHU TO SPACE W 000 TS-1 STAND-ALONE FACTORY MOUNTED AO BCS TERMINAL UNIT CONTROLLER Al Al WITH VOLUME REGULATOR, PITOT TUBES, ETC. 0 NOTE: HWR PROVIDE 3-WAY CONTROL VALVES AT END CV-1 OF RUN REHEAT COILS, PROVIDE 2-WAY HWS — VALVES FOR ALL OTHERS SPACE TEMPERATURE SENSOR W/ LOCAL SETPOINT ��- ADJUSTMENT, DATA -PORT FOR PORTABLE LAPTOP CONNECTION, AND OVERRIDE BUTTON. TS-1 FURNISH ONE SENSOR PER UNIT. CONSTANT AND VARIABLE VOLUME TERMINAL UNIT W/ HOT WATER REHEAT CONTROL 8 No Scale 460/3/60 L1 L2 L3 GND AHU F/A INTERLOCK N.O. VFD W1 AHU HI LIMIT SAFETY 3-CONTACTOR AHU FREEZE STAT : \ CPT BYPASS � �_ � 50VA STEP-DOWN TRANSFORMER MINIMUM F_ —{ 480V / 1 i 1 120VAC AUTOMAN SHUT -DOWN RELAY (N.C.) =AMP 5 AMP + AUTO O BCS:EOF • _ _ _ _ _ _ I EXHAUST FAN INTERLOCK RELAY ' HAND � R C1 � T;RELAY AHU SAFETY CKTS MUST Tp HU OPERATE IN HAND OR DRIVE 60 SEC. AFETIES VFD MODE BYPASS VFD R1 M C C2 DRIVE OLS DISC M MRSAFES YRIVE E-: TO BCS BYPASS SECONDARY X TYP.120 V/ C2 BUS X AC X F/S DAMPER X C1 ADJ. CURRENT SWITCH FOR MOTOR STATUS _ (PROVIDE ONE PER MOTOR -REFERENCE -- -� DI AHU SCHEDULE FOR QUANTITY OF MOTORS) L DISCONNECT SWITCH W/ J AUXILIARY CONTACT BY ELEC CONTRACTOR IF REQUIRED REFERENCE AHU SCHEDULE FOR QUANTITY OF MOTORS FANIPUMP MOTOR VFD FAN MOTOR CONTROL No Scale 115V110 OR ;DO SINGLE PHASE: RE23100H 1 IN DDC SYSTEM DI M ADJ. CURRENT SWITCH THERMAL SWITCH FOR MOTOR STATUS EXHAUST FAN MOTOR L1 L2 ADJUST CURRENT SWITCH FOR MOTOR STATUS DI TDO WIRE TO START C EXHAUST FAN TWO PHASE: R-2 INTERLOCK SEE WIRING DETAIL ON RELAY ELECTRICAL DRAWINGS L1 L2 L3 ADJUST CURRENT SWITCH FOR MOTOR STATUS DI T3_ l WIRE TO START EXHAUST FAN THREE PHASE: R-2 INTERLOCK SEE WIRING DETAIL ON RELAY ELECTRICAL DRAWINGS NOTE: REFER TO EXHAUST FAN INTERLOCK SCHEDULE FOR INTERLOCKING EXHAUST FANS No Scale RETURN AIR INTERLOCK W/ FAN VFD DM-2 N.O. I I 120 VAC BY � r r r DfV 26 T-rr SWITCH 120 V/24 VAC CONTRO PANEL TRANSFORMEF SIZED TO MEET LOAD REQUIREMENTS OF BCS CV TERMINAL CONTROLLER XFMR SHALL BE CLASS 2 RATED DDC PANEL & CV TERMINAL UNIT CONTROL 4 POWER TRANSFORMER PANEL DETAIL 11J-1 SMOKE/FIRE DAMPER(S) Al TS-1 SEE MECH. DWGS AI PRE FOR LOCATIONS. FINAL OUTSIDE AIR FILTER FILTER C NC o C / H 1 TS-2 � DPS-3 DPS-1 COOLING COIL 1+1 VFD WI OA DAMPER WITH FILTER DI Al CONTROLLER FIA Al DI TRANE TRAQ SECTION RELAY AIRFLOW MONITOR A r TO FIRE ALARM SYSTEM (BY OTHERS) COMM LINE FROM COMM LINE TO ADJ. BMS NODE V_1 NEXT BMS NODE AO CHWR NC CHWS DO C WIRE TO START AHU R-1 INTERLOCK RELAY ROOFTOP AIR HANDLER (VA 1 No Scale A A A l I niAl X/M TA/]C ,C VTU 'ROL CONTROL PANEL BY DIV 23 - PROVIDE SMOKE DETECTOR AT ALL SMOKE DAMPERS -WIRE TO SHUT DOWN AHU (TYPICAL) HIGH LIMIT STATIC PRESSURE SENSOR 4" SPWC FIRE / SMOKE PS-1 DAMPER a F-0 SEE MECH. DWGS FOR LOCATIONS. NC 1 TO CVTUIS 2 j� INTERLOCK WI J FAN VFD DM-3 STATIC PRESSURE SENSOR LOC, 2/3 DOWNSTREAM LONGEST RUN DO IBM WIRE TO START C ASSOCIATED EXHAUST FANS R-2 INTERLOCK RELAY 3 41 1A ■ 1A ■ 1A ■ 17 ■ 4!2 if255 S, Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N 9 1 N E E R I N c Fax:407-540-0234 FIRARCIITECTI R E www.tic-engineers.com ®Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 VeE do SF�'•.O� �P: •�. No 71576 ;•• S E i QP• sew'' �•��. •Ft •���`e, '0� SSA 1N 0- %% ir�or, t%, Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton • . • A R C H I T E C T DATE P4.15.16 CONSTRUCTION DOCUMENTS P5/10/16 ADDENDUM NO.1 1 MECHANICAL CONTROLS PROJ. NO. N-15021.00 SHEET DRAWN DJM M70 � •I e � �n 1 ■ 2 3 Copyright HuntonBrody Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 It 8 ■ 9 It 10 ■ 11 It 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ ■ H It G It F It E It 0 D s c 0 c� E coi U w J w c m C w a N CCD y c� B O J (0 O N G7 U Q C6 U) Ln r A v N n � o � c L rn c N (3) #4, (1)#8 GND. 1 1/4" C. (4) #2/0, (1)#4 GND. 2" C. 11 SETS OF (4) 500KCMIL, (4)#4/0 (1)#4 GND 21/2" C. 2NLA (10,000 AIC) (3,390 SCA) (3) #2/0, (1) #6 GND. 2" C. (4) 500KCMIL, (1) #110 GND. 4" C. 1NLA 1NLB 1NLC (10,000 AIC) (10,000 AIC) (10,000 AIC) (5,089 SCA) (5,089 SCA) (5,089 SCA) EXAM RMS PH.1 EXAM RMS PH. 2 (5,089 SCA) 1 ■ 2 ■ 3 ■ 4 ■ 5 It 1CLA 1CLB 1CLC (10,000AIC) (10,000AIC) (10,000AIC) (5,036 SCA) (5,036 SCA) (5,036 SCA) lam— ti EXAM RMS PH.1 EXAM RMS PH. 2 PARTIAL ELECTRICAL ONE -LINE DIAGRAM (WEST SERVICE 6 ■ 7 It 8 ■ 9 EXISTING 750KW GENERATOR 4 SETS OF (4) 500KCMIL, (1) 250KCMIL GND (AL) 31/2" C. 10 ■ 11 ■ 12 It 13 ■ 14 1 LEQ (10,000 AIC) (3,220 SCA) ONE -LINE DIAGRAM GENERAL NOTES: 1, BREAKER TYPES INDICATED NEXT TO EACH BREAKER ARE BASED UPON SQUARE D ELECTRICAL EQUIPMENT. ONE -LINE DIAGRAM NOTES: O PANELBOARD AFFECTED BY SCOPE OF WORK. OPANEL TO BE DEMOLISHED. REMAINING CIRCUITS AFTER SCOPE OF DEMOLITION TO BE RECIRCUITED TO NEW PANEL 1 NLB. CONTRACTOR IS TO FIELD VERIFY REMAINING CIRCUITS. O3 PANEL TO BE DEMOLISHED. REMAINING CIRCUITS AFTER SCOPE OF DEMOLITION TO BE RECIRCUITED TO NEW PANEL 1 CLB. CONTRACTOR IS TO FIELD VERIFY REMAINING CIRCUITS. O4 COORDINATE BREAKER AND WIRE SIZE WITH FINAL ELEVATOR SHOP DRAWINGS BEFORE RELEASE. 2HEQ 3HEQ (65,000 AIC) (65,000 AIC) (21,455$CA) (21,641 SCA) T2C 45KVA 480V- 1201208V _#4 2LEQ (10,000AIC) (3,302 SCA) [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 EN61NEERrN6 Fax:407-540-0234 FRRRRRRITERTRRE www.tic-engineers.com ©Copyrght20t6 TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 1p*0 NE.R "V ,4 ,gyp ••• ....., 0, UQ;'• No 66504 • .13. STATE r • •/ l Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton 6 A R C H I T E4CT .15.16 CONSTRUCTION DOCUMENTS .10.16 ADDENDUM NO.1 1 ELECTRICAL ONE -LINE DIAGRAM PROJ. NO. H-15021.00 SHEET DRAWN MHA ■ 15 It 16 It 17 ■ 18 ■ 19 It 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 , r Ali I ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E D 0 L N O W 1= CD ■ W' U w J W 0 C C 0 w CL a) N _ c U) O B U O J 0 N � ■ U 9 V � U d�7 E A L LO W T O O N n � O if) C L U a- >. Q O / ^ \ �., ..,0,_-'".e"/ �.00�.00.0 7.0, `o rg RR �, Ne ..T- .L 71 i L _ _FLC i —. �.R r� �i I . l: � � �%� • CE � I C 1 V i �a e''iF f� : STATION ECLlaI SION LOUNGE ;' : �l t► OFFICE 1 '., EXAM , I" 1 i 2 L_ .._ _ I _ .. iI A .. _.. 7 i i i.x, Mrk EXAM_.. 1 } ( Y D E CON. SHOWER I I XAM � f - ( ADD A_TERNATE 1 HOLD I o o I 1ALP ... 7I� STOR _/ - -- - i 0- -i 0 0 I ) S ` i 1T� _ i G 1 - --. - ; ---- ._ _ _ --- - --- - - � s it 0 RR I c� NURSE AM I ' i I 1A I �Nll_..- _������ CORR €' ? k.. - - - _ __ i °0 1 , _ i 1 .O T� ES 11.01 13.0 16.0 1i.0 I= 1_ € ... I 1 i Ll iI . oI..... EXAM EXAM qI EXAM 35 STATION' EXAM 31 EXAMi E::l9� 1221 , , : f i ! � ( !f I (G21) I I _ L , , , I 1 r 1 ct1LIi14 120 ' EXAM i 30 i I ' 1222 _i 1 i14 eb "'/' , 4 - _. ..: ,.:,^ �.\, ,... . ,, t .r.!':i:" _t•. , .Y' ::;..:Six •„.n.. r � i t1 .!.. ., . x Syr `� _ I f TLT .N TI.T"M TILT I` f '' +R _; - ' 12 46 �14 ' .,:i 4 �' ID r i !N 1 w p : i f f i NURSE. i-: EXAM 2S t 1 �M 22 �XAi`1 24 �STATION EXAM 2f� 1226 , !i -.. _ - .-. 711 601L HOL CORR 2=21 !S ' k m uw. L R. , 1 t , ... i .. i��4. ,: �a- E EXAM r� _ __:.... ... EXAM �. EXAM EXAM 35 34 33 32 31 CLEAN _. I I _ t ;µ ! ti i I 1 itilf'€. I ; d..,. ._._.i { ' :`i 'k.FV FV. - FlFd4 NeF ,:. iadddl flx. �-""- 6 .>,..... ,.,... ,t . kiR! ,, WW SY#.Y 8. ...... .......... .... .' - ...,. .. ......._..,.,... 4':::::::.. ........1....... _ v % ..........................._... i. V:.F - ' .a,. ....... 1 ✓ I t. .-..- .: _. ....... _. lop ,TLT TLT TLT 444 f q• .. TLT 12351234 € ti 9 \ t 1 _ , : s ii 4 i N& " ,.4i - _I ,, asp,ELEC �'i.:, . a ( 9 r TL7 OF F ICI 305 I 1 t; y ' b,_LE1 9 i L04:.aE{{. .,. t I ' E LE V, �' m � 1 I_� ___ ` ; E E ' EL EC TRIAGE '� REC 1 T CONr DR Lt� �� ..EC t �., ,\ . q UPS J _ ?CIRCULa 4 1 I4il d , ..;TfLT ;.',. ' 1 1 ROOM ; g ` �m..,:%i.x,.,ii,.. �i:, :Stie� i 1303 I.s;f"1` 13� 1301 1012 1013 tI 0E L _ _ _._ jjjj :: 014 a.. t iRMi I dA# i Bt ...rE`d ,...___.,.._....... �.t..,.w....ltiwxGGA7xdi:i'„• - d+i:' Y tac -. .,,„ - `." B%W r( 644ii ' lid{ } •. ....... . .. i I , , b I_. t 1301 {( { d� FF EEI , 1w. 1/E ST 1008 CORR CORR i SECURITY OFF iC E r l0 100" SUPPLYCT ' CONTROL ' ROOD SCAN FUTURE ..... __.. ..... .. _.._.. `` i CT SCAN rf VE ST. LJA I TING i �i ................... .I. . ..,.,... _..... .... ;, ..... .. ......... .. ..,.... sCORR -----�' �.._--_ - _ __ T ---------\D._. \ CORR : q ..... ....... i .. ... .... ...... GC.1 ., .., __ _ 1�. Jul ,r !'1TL T TLT JAN ; _emu �. TL ALCiOV MAMMO CCA iI F," ''a RZ 1 ELECTRICAL DEMO PLAN - 1ST LEVEL - PHASE 2 1 ■ 2 IN 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 1Z ■ 13 F.E.C, 4 / �-S / \ F• i r I jk I: SOiL UTIL ECHO GENERAL DEMOLITION NOTES 1 ALL DEVICES SHOWN ON THIS PLAN ARE EXISTING. REFER TO SYMBOL LEGEND FOR DEVICE DESCRIPTIOf 2 EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE TAKEN FROM ORIGINAL DRAWINGS AND FIELD INVESTIGATION, ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO BID. FIELD CONDITIONS SHALL GOVERN, 3 THE DEMOLITION PLAN IS NOT INCLUSIVE OF A D ALL ELECTRICAL AL DEVICES CES WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA, ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRE DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 4 ALL CONDUITS SERVING OTHER SPACES OR FLOORS, THAT RUN THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION, SO AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL CONDUITS, NEW OR EXISTING, WITHIN THE PROJECT AREA ARE PROPERLY SUPPORTED AND PROVIDED WITH BONDING BUSHINGS IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 5 ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED OVER TO THE OWNER A THE OWNER'S DISCRETION. UNLESS OTHERWISE NOTED, ALL EQUIPMENT, WIRING DEVICES, LIGHT FIXTURES, CONDUIT AND WIRE IN THE PROJECT AREA SHALL BE REMOVED AND BE DISPOSED OF OR TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION. THE CONTRACTOR SHALL INVESTIGATE THI PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 6 THIS CONTRACTOR SHALL PROVIDE ELECTRICAL FOR PHASING WORK AS REQUIRED OR DIRECTED BY TH ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN. TEMPORARY ELECTRICAL SERVICES (POWER, LIGHTING, NURSE CALL, FIRE ALARM, ETC) SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. IF FIRE ALARM SYSTEM CANNOT BE MAINTAINED IN THE CONSTRUCTION AREA, A FIRE WATCH SHALL BE PROVIDED. 7 CONTRACTOR SHALL PROVIDE MEANS OF AUTOMATIC SMOKE DETECTION VIA INSTALLED SMOKE DETECTORS CONNECTED TO THE FACILITY FIRE ALARM SYSTEM FOR COVERAGE DURING NON- OCCUPIES PERIODS WITHIN THE CONSTRUCTION AREA. IF DESIRED, A DOCUMENTED FIRE WATCH OF THE ENTIRE AREA PERFORMED IN INCREMENTS NO GREATER THAN ONE HOUR MAY BE PERFORMED PROVIDED THAT IT IS DOCUMENTED IN FULL ACCORDANCE WITH NFPA 72, COORDINATE ACTIVITY IN FIELD WITH GENERAL CONTRACTOR. 8 "ETR" DENOTES EXISTING ELECTRICAL DEVICE TO REMAIN. — POWER PLAN NOTES (CODED NOTES) 1 RECIRCUIT EXISTING TO REMAIN LOADS OUTSIDE AREA OF DEMOLITION SERVED FROM PANEL TO BE DEMOLISHED FROM NEW PANELBOARD NL1 B. 2 RECIRCUIT EXISTING TO REMAIN LOADS OUTSIDE AREA OF DEMOLITION SERVED FROM PANEL TO BE 3 REFER TO ARCHITECTURAL DRAWINGS FOR DETAILED INFORMATION: DEMOLISH EXISTING POWER IN CASEWORK AND LIGHTING IN CEILING. REFER TO NEW PLANS FOR EXACT SCOPE OF WORK. 255 S. Orange Avenue Suite 1600 Orlando. FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 1 ■R AN-IT-1- www.tic-engineers.com ©Gcpyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 vim°o15eo�0• ••j�i01II I###%t pHER V srO`�GE NS U B � :• No 66504 �13 3 STATE OF V • s n ! i ft(IAV­ 0 R� S Florida Hospital Zephyrhlls ED EXPANSION & ORTHO RENOVATION Hunton : . • A R C H I T E C T DATE SUBMISSION NO- 04.15.16 CONSTRUCTION DOCUMENTS 05,10.16 ADDENDUM NO.1 ELECTRICAL DEMOLITION PLAN - LEVEL 1- PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN MHA El 12 ■ 14 ■ lb ■ lb ■ 1/ ■ 18 ■ 19 IN 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 IN 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R P ■ 0 ■ N ■ M L ■ K ■ J ■ H ■ G ■ F ■ E ■ 0 D L N 0 E Fr Lu J W 0 c N 0� C 0 Lli C_ a N LL 00 ■ rn U) O 2 ro B U O J CR O N j O ■ Eli N � U � O z Ln A 2 Q � N (6 Co Cm D U m T Q O fl K 1 OVERALL ELECTRICAL PLAN - 2ND LEVEL 1"=20'-0" 1 • 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ TO CEP GENERAL ELECTRICAL PLAN NOTES 1 PROPOSED CONDUIT ROUTING FOR NEW PANELS. CONTRACTOR TO FIELD VERIFY CONDUIT RUN AND CONDITIONS PRIOR TO ROUGH -IN AND OWNER APPROVAL. NEW CONDUIT SHALL RUN ALONG CORRIDOR AS INDICATED AND STUB INTO INDICATED ELECTRICAL ROOMS. REFER TO ONE -LINE DIAGRAM AND PANEL SCHEDULE FOR FURTHER INFORMATION. ELECTRICAL PLAN NOTES (CODED NOTES) EXISTING PANEL SHALL BE DEMOLISHED. ALL CIRCUITS WITHIN PANEL SHALL BE INTERCEPTED ABOVE CEILING AND ROUTED TO THE NEW PANEL. ALL CIRCUITS FED FROM BELOW GRADE OF SLAB MAY BE SPLICED AND EXTENDED WITHIN THE BOX OF THE EXISTING PANEL CONTRACTOR SHALL REPLACE PANEL COVER WITH NEW JUNCTION BOX, PROVIDE NEW RECEPTACLE COVERPLATES FOR ALL SWITCHES AND RECEPTACLES AFFECTED. REFER TO ONE -LINE, ENLARGED PLANS, AND FLOOR PLANS FOR MORE INFORMATION. , a pi CFO . .... ..............................................., ... � tAe tee.' 3�a� yy i M L S t ._,, ` 't ....,.,'„ is" >;..�,,..,f� �, fax 1 AA Id 'Y I l ;I �� ) [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 EN61NEERIN6 Fax:407-540-0234 E RR A1911TEtf ERE www.tic-engineers.com ©Copyrigh12016 TLC Engineering for Architecture, Inc. COA 15 TLC NO 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 ``o.�areeneoc���B, A®4e,'\OpHER 0"'°�j ate 4. (j No 66504 o- STATE 4©° OF s �gwieneoe�� J l (� Florida Hospital zephyrhills ED EXPANSION & ORTHO RENOVATION AntonNEI A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05,10.16 ADDENDUM NO.1 OVERALL ELECTRICAL PLAN - LEVEL 2 PROJ. NO. H-15021.00 SHEET DRAWN MHA Em 120 ■ ra ■ io ■ -it ■ Its ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D 0 L M c 0 m E (I ■ U w J W 0 c a) 0� C 0 w CL a) N ao ■ a) Ln U) a) 0 2 m B U 0 J C2 O N a) 0. ■ U Q 14 2 14d Ui U N 9) Q LO A 6 0 o � N n o L 0 r L U - c 0- T a 0 1 118" = 1'-0" GENERAL POWER PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS AND CASEWORK DRAWINGS FOR FINAL MOUNTING HEIGHTS AND INSTALLATION REQUIREMENTS OF ALL DEVICES. UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. 2 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION, REFER TO EQUIPMENT MANUAL FOR ALL INSTALLATION REQUIREMENTS. - ELECTRICAL CONNECTIONS WITH O.F.C.I. MEDICAL COLUMN PRIOR TO COORDINATE INSTALLATION OF -.. ,\ l".- _ �, /_"\ /--_� 1, i '-___� -- r-•.- ,.--•.. __ ...... — ,. BEGINNING ROUGH -IN OF AREA. (�. j ( ! i. I � 4.0 ; � � -� �,O) � 7,0 : (8.0) ! 9.0 " 1 1.01 1 `� 0 0 1 S' ,( 16.01 17.0. 4 CONTRACTOR SHALL REFER TO FIRE ALARM AND MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL / ! xYr FIRE SMOKE DAMPERS. FIRE SMOKE DAMPERS SHALL BE POWERED AT 120V DERIVED FROM THE POWER _.,f \ ._ ..__. I .._ r 1 .... ; - _�r ,,1­11 SUPPLY FOR EACH AHU IN ACCORDANCE WITH THE ELECTRICAL DETAILS. PROVIDE LOCAL _., ' SIO i ii I n 1 i f" ' DISCONNECTING MEANS (LE. TOGGLE SWITCH) AT EACH FIRE SMOKE DAMPER LABELED WITH THE AHU 8a' 11 �; OFFICE F�`}1, `,.1 �� ; ' . !. : ) #, I 11 , "141 SERVING THE DAMPER I3a: _ — j '1"I G 1 I t I i DIR ,, t �ji! EMT ................ L; ! r..... 1 I I , , 4t _ l POWER PLAN NOTES CODED NOTES!1. �b - s ( ) ' S h 1. I.' ., OUNCE........,..._..._ ....................._...-.; :, 1 , . , {, j .a ' , �, I , , a:auz.: s� x.,>, t uk�>' ...: _..~.,.:. s 1 PROVIDE 120V, 10 LIFE SAFETY BRANCH CONNECTION TO MEDICAL GAS ALARM PANELS. VERIFY EXACT __...,_.._._.,. ...._.....,..... ,. T w ..,. -' - - -'-'' "'""""m"""""'"""'„'»" " r I -,4"" "' '" "' ' i `na,N LOCATION INFIELD WITH DIVISION 22. PROVIDE WIRING AND CONDUIT FOR ALL ALARMS, PRESSURE �� ICE ! ! - ;; it i I VACUUM SWITCHES ETC. AS REQUIRED BY DIVISION 23. I ; _ x I f �% f q i k I'' T 2 CONNECT ELECTRICAL BRANCH CIRCUIT TO ELEVATOR MACHINE ROOM RECEPTACLE. LIGHTING SHALL I:! I - r - 4 s ,3 f ,I `' ' ;; NOT BE CONNECTED TO THE LOAD SIDE OF THE GFCI RECEPTACLE PER NFPA 70 620 23. REFER TO POWER 11 EXAM �& t 1.;��`1"1 t-E-..i. h (, - - `t SHEET FOR CONTINUATION OF BRANCH CIRCUIT AND RECEPTACLE LOCATION. v . _. 1 __,, - 1 i Y , L,U-TLT , j ,l, �� !,i ,1 _;_11 '' + -- f �, '1 3 PROVIDE 120V, 10 CONNECTION TO FAN FILTERED DIFFUSERS, COORDINATE EXACT LOCATION AND I `" . -- ; ; j' , _a !' 1 : iq '` „ .. ± ROUGH -IN REQUIREMENTS WITH MECHANICAL DRAWINGS AND MANUFACTURER PRIOR TO ROUGH IN. i i 6„ �. x t t ., 1� ._. ,, i't .. ,'I1_1;...,. 4 PROVIDE 480V, 30 CONNECTION TO NEW VFD FOR RF-ED1. COORDINATE EXACT LOCATION AND ROUGH -IN f ..,,-...,_—"—,.,., _:. I ;, � N .I1. EL..V. I 8,% /' CrON a. Ir: t 4n ! I ;, ; ., I REQUIREMENTS WITH MECHANICAL DRAWINGS AND MANUFACTURER PRIOR TO ROUGH IN 11. I1. � ? t ".__ CORK 1r N t ;; ' i' 5 PROVIDE 120V• 10 CONNECTION TO THE SINK SENSOR. COORDINATE EXACT LOCATION AND 5� }�R Ir, ii ' ,I I. • I: MANUFACTURER REQUIREMENTS WITH ARCHITECT AND DIVISION 22 PRIOR TO ROUGH -IN. ,. . . k - I- _," istc�.� :.,......-..- W CLEAN . 1 1 ► �t '_ ..... 6 PROVIDE 120V,10 LIFE SAFETY BRANCH CONNECTION TO AUTOMATIC DOOR. PROVIDE ALL WIRING, I>�; EXAM 13�1 - s1 - _- _-, - ____ _ __. ,_..___._..._ _- _ ___._ �[_�� CONDUIT AND NECESSARY CONNECTIONS TO DOOR HARDWARE COORDINATE FINAL LOCATIONS OF DOOR ,�� , .s 1 wr' 1 Yiw C I s+'fit j I L '315"'' ...- i ! WITH LOCALODI ONNE TINIG MEANS. I.E. GL SWITCH, P 10 NEC I N TO DOOR HARDWARE. 1ALP ° TOGGLE SWITCH IS TO BE LOCATED AT THE DOOR ASSEMBLY ABOVE THE NEAREST ACCESSIBLE CEILING. — -(i. TL ; TL --------- ------ k' I j' t - L 7 PROVIDE 120V, 10 CONNECTION TO MASTER IVIED GAS ALARM PANEL, THIS IS THE FINAL LOCATION OF THE :,` wl M;, STOj� "`°' „ M, I I»°w,t,;, , �_' �i ' 1212 121 ( ? PANEL. COORDINATE WITH ARCHITERCTURAL AND PLUMBING DRAWINGS FOR TEMPORARY LOCATION. .11 I.��w�� �. .. i' f 1Al!!< T a eNM Y E a 3 HNe f b BSMi . e A. _..,,..,. .-.,. .. 5 , ....... ,..: �. h - `V..: C �:.,.,,� v,. r y, ' : 1. c . ;,i f. __. ,._...,._....._..... _-I I ..� .,,.. ,,_, ,,,,l',,. _ � _.,N ,_ . c s �:t i..� :... :a + I RE -USE CIRCUIT FOR TEMPORARY AND NEW LOCATION. ,.. __. :, . 1 I��Et °---'.::,_.:. w ✓ ` 8 PANELBOARDS LOCATED WITHIN NON DEDICATED ELECTRICAL ROOMS SHALL HAVE A CLEARANCE i t 91 I' I:': , I -r! - XAI"I 14J rt._3.IF_3 _...__ ....._ ____.:.1 °"; : t :�_.,,..-a.a:-,.�a,a..a�,;a,,.a,,,,, , , 5„',,,,:.,,,,,% .O f RECTANGLE PER FBC SECTION #449.3.11.5 PERMANENTLY MARKED ON THE FLOOR WITH "ELECTRICAL { 8t ' _...... ' `1 .' _1 '_ :.: m 1 4 !, 612 7 EXAM 3 1 47 EXAM 1247 EXAM 7 k . ;_._.... „ ___...._._.. - ACCESS NOT FOR STORAGE STENCILED WITHIN. - - -- - -.- _ -... d _ - -. - -- -- - _.._ . _ , .. - 4__ ---. .._... - -(61 +, , ) FBI , n . -- .. ,. �: ; t - • - - ( I E.,. --- -- _. _...... .. .. _ - i �J fi ..-,.,,,,.._,,.,..,-,.,,.,--_., 0:1 NLA- 7 A: NLA 5 A L - 57 t14, y ..:. / ,T.: i - E NLA- 75 NLA 7 _ I's - 5 ;3: _ NL_=5 1 N 1 i £ C 1A.`t 1NI -77 iNLA�� ' 1 t 3^,'1 ZA 53 ,. I NURSE i w .... ,' ' ' .,_" _ "___ ' - _- _w.~ , t D NLA 1 D: 7 D LA 55 %(1 t STAT!0i�t 4,A , II "" t y f� ��'� ' (t _ „j f : A3 3'4 A. LA- 7 A. A A: LA 5 I 'l N 8 j ; ' 1 Ulf ' B: L 7 B: B LA 60 B: LA 5 ,, _ __ I� AM la 1,.. 41 - ,,... 1A K° ( 1' L . EQ 1 C: LA 70 C LA- 2 5 1i_.__�. r+ , I i� L D D: LA 7 D LA 5 ° , �;i. , 9I ! � I 1HEQ 26,28,30 ` V '.1. , ..I% 1 i ., .-..-..._.. ...._.__-._._...... ,`�-'. .£... syta...... ,.13,xYsb , a '., z7, . ,'�'.£. ,i '4.4 + ."' 'C:3l�:1✓C1�Cf' ...... _.._._-..._ .. ' ;�� I hH l*! I' _ _,... -.._.. 1 .:: �:u�R i I Ij _ . �',� 12CI 41 I ; ,l EXAM 16 ,. a. ..,,,, a 1 , . , 1'T"T, e . e a T,:r::z.�... .-r -� �, .. . .. !� li M 1 E 37105 J�, 1 V �# il(!�'`t 1 B: 1NLA 7 B 1NLA 3 B:1NLA �. A: NLA 71 7 I , 1 ( 1 _:1:T 1 si ! f «>,'' 1 „ +�'.4 . D! "COFFEE C: iNLA 1 t i,p 1 i I _ - . ._..-, I NLA 1NLA NLA D 1NL 1 1NLA-3 D: N A 47 �,,.-� -' — NLB 45 D: NLA :� 1 a i ___ I A 1CLA• 26 A: 1 LA A: 1C 4--- _.. : � ,?{ I I I i_.__­1_.._­_____.._. / O ! ia" ....11" I i [ 1CLA 44 A:1 LA 1 _ ,a, w. I : 6,..9 t --_-... _ __ 45 r ,.1 aau1, nrrrwmrrmvm�m+-rT B: 1 28 B. 1 L i ' i 1 LA _ B1 A7 C.1CLA 38 1 A 46 I C L n,,. D: 1 LA 2 D 1 A w i;, 1 LA 77 E�CAM II D:1CLA-fib_ P .; ! It I B�1 i REF _ _. 1 , I I ,, £ :. . S (. , I ) r _._,,, i. f - i t' r _ _ KEY 3 r ,I f 11 ..,...... b � 1 ,� ..< 1.....,°,w...:,„��. _ ,_.,_,._................- ., �,.�. 1 LLS- 20 ,_::: , _...__._ :,u:, I� L [ __­11 _ 1 11.1 .... __ _. , ( I 6 1 4* ! : ¢ H M,,... EXAiJ 12 7 I _'. {� y1.�_ ) q 'S y :< _ .....• ..Y.. .r.r.s .-..ra i .,. I �----� 1IV S; i r. it pp /`� AP-1- _".~, / Lvr Ilk * 11 ,/ �ti,.__... ', -+i ,. - „ , , T•� ' is i 1 ( r_---"— tz k, ,. , t; I j i11 I1 —. i a ,.,,=,Jll a,rn,..., _ � ._.w+, i I ' � '.. �I I T4 Cm 1 t _ C NLA- 70 • I il. 1. I< - _ _ _`- ,F., k ... y ,1. ,i - is EE •m #fir _ "I N i i 1NLB? 3 A F--t q 3 ! t= °IE t ""` i TLT TLT9 8:1 7 - �, �, I. `/ - kI i I n 2 1 - : I . . 1. 4 I _. . 44 I w� 1�48 , -:,-, AP 1 2 _ - _ E701:�: ..1 1 t I D 1C 71 Iy. g a I 1. l, 11 I ii i /. }, ,; l k, a • ' '•�4' ' I I _ i L: F r __.-... w. .. x , „„ :�� ' ,�`;''„t 'dl f °" i I .""�.""`..µ rwt rr-•-»1`w 1LLi , i I 11 . w ._ 12a3 XAM _. ,,�, A ENLA 59 �.. _ I ° : vt �> ,.,,. _ EXAM 2 E M 1CL , 47 i .,. 4 i., I A..1N.�?_1 _ I A: �q �_...�_ .I. - - I -1 B ^NLA 6 ;+�i ._. 1NLA-•3� B: iTLA•11 - k, ; !,F„ : <:: i 11 � I C: 1 LA_5 I C 1NLA• 13 A-L .--. ,�- D 'N I _, _ ...1CL ��+ 6 . — - 1N C 1NLA , C 1NLA• 5 D:1NLA 2� , t �" B 10 i 4A 64 1. •� t{ �.Ka, f _„ "4 A: 1CLA 2 A:1CLA 1 �1� BE,j �:1 _ Ii �11 - t k 0 , K _. _ � 1 _ .1, B 1 s ,t. >:'' K ,.... �::.;_ ... 3r wi i = I D: 1 LA- I D: 1CI A 14 D: 1CLA 24 t �1CLB 8--_--'-=- l : _..._._ �41 .� r' 1CL 6 w-. , I ° 14:'y.�. ! '1 , t y '' - °e.1`e t' i L i e 1 0 Y 1 AuY,.J1 Y 1.. Y dLR»....»....J �..,.. .. 11�I \ ey.,. pr r {,aS J'i*. �' Y�1 e _11 i �, y d.. .. /: . 1. 1 V- , `w, :�.. ;;I 1 HOLD i .- --' -- ._ _. _ I_ ._ ; ,:... #1 t i 1NLB 41 , ,... 8. RR I �±I 0 1221 %, i r . ,..0 ,', 1 ., ,, t s ' �6r.r .. : ] ! . i gip, 12C3 1 w . it 1wV_ I -� 6 a, i �g fi j�, £"--L F 9 ..�� d � w,.n.,u mrsi:,a„ .0f1, w>.,,..A ,,, , ,.u, , ,a x.,.,•....:.uu.aa:lr,�ua.-a,uxuswmca warr:� _.w.e;ira,erau:xvwn.,a,,,a,+.:r ¶� �- '-� .� lJ O 1 i 1, . • 1' . : i g EXAM 21 1247 EXAM 1247 EXAM 5 "2 7 EXAM 271247 EXAM 2 1247 CLA O% A 1NLA '8 1N 2 A 1NLA ,4 A:1NLA 42 A 1NLA D — I , �" 1 -t :1NLA 6 1NLA 36 B 1MA 4 91NLA-5 - '�'` /� i '?"'`k ,,(" a t ! .... 1 _L NLA 1jJLA 38 :1N�A- „`i 1NLA-54_ "r _ _ _ _ ..� :­0- -- LA- 32 UT 1NLA- 4 - D:TNLA d _ _ U:1NLA 56 122 r .1 : , I s ° °L, L x I R_ , _r. 24 1 N - t l 1 A 25 A l LA 3 A;1 41 A:1 A 4 ' i 60 1LLS 22 k B 1 1 C 1CLA 29 B. LA 7 45 B:1 LA 1 NLB 39 !€;., . a, i t _ ,, ,- D 1 1 LA $i .11a not �' Y A 1 1 wa { .A. . .... ......... ........I. __.....__.... ... .-. , :... b,. aCYf%.).°£9fK .NY. _.•S!.,° 1 §,. .n ...... `• 1111^_iS3^�4__ .,m .i .... .... .... - 11 . .x _ ._._. _ ', , , -',_ ,hv. , .,.,._......................... ...........,......,..._........ ...... :'tr :.,. ,.'..' ..._...... _ .. _. _., ..... -_ . ,'—...... .k E .; ! f�..,. 1 L .: ,._::',::,: ,' .. . __ . y_�. t ' _ . ( ) I _. — — xr ,. ,,1.._,.�.-. i , IF r xaw z+fxx w,n. c +r+w eau - nwr i z; w,Y, , 'ksa aw, r e 1 e,xe • ,a. a, ,a:+ sct a sxse° ,.,�§ a snrw dui;e::.............. , . •'r• e srr:......... - ::... _. _:.....- --.,::,.........: ';r„ , .I,....i - ;.� .. \ .- --`--.... ._ ,.:.... .--------------- --. ......... .... ... ... _. .. .. ..._-.,..._.._..,,%.. r_' «'F.,. —IL .. i1.6 MbN . dW{.,AN,._,IY... --------. ... ----- -- - ,. -- --- -_ __._ tr. �_ �� �� :IRGI#LAT10N _, M� ua - _.._ . W,_. w - - � � L - iL ��_ .1.�.�.�II.I.I.i.l.l.�i�.�.I.�... T.T ,m . .r _ FF,2 __.� 1240 1009 -- _ ! -. - ! 3234 3 � CIRCULATION p ___ __ -7 '2�� � - - i �titi. -'L� - �/ 1LEQ 28 FCU-ED1.5 \ 1 �i _ e '� 1 *11 �r _.,.., CORR I " 3 _ _ _--._s ; \ _; I. 0 I I 3 112 /�/^ ( _ i - `1 19 ,' 10i.iY x �u i s �.,� am aw vaa a +tea t a .,. » aw new r" a e6w iSTi'"i"C"­"Viai , i , JI i I >r, --- _i — �I 1 _.. _ I , I 1LEQ 26, . FCU ED1 2 41 i .� _ ._ . Sim f � I� I�... L ! 30 I 1 �£ h _.._ .... I 208V, 20A 2P 31 T � 2 28 � 1LEQ-20,22 I TRIAGE1013 I 20 EQ 30AR +: t ;'-'' E702 E702 NLB 25 1CLB 4 25 - B`1NLA 4"' a-10 INLA SUMP PUMP [� 2 5AF 1NB= / 1NLB 33 1NLB 35 _. -- 1N1.A 12 1 A... �.. N1 1NLA 6 C _; �21 _--- RECE 35 35� y DRY, I fi 1010 I D 1NLA-8 IU-UCLA ]fi- 9 0 . j.E L8� C , r *' , " TT- . E p L T _ 20 rL j A 1CLA ' I A 1CLA.c IE1 ,.. . ;` 33 35 1I i" 3 1CLA 3 g E701C�-EQ 1LE4 1618; 1NLB 37 1011 .. i8 1303 � YID 1t ���'_:, 37 11LEQ ;"1�1 /,: . ,,: CLA 5 I C: 2 —,—I �m 1 1 P i IC i� D 1 C A 7 D; ,OY , � I, �1 7 �..� ._ ........... I I fYRNY+ :fit. .. F •--.. IC / w %__j — �,: L-!. -_ _ 3 I EpIi r 4- I..., ..... .. .... \ ...... ... I 11 � 1. ..., ..... .{::,.�.t { tI _... i ,.w:� t t ..,.. II 1 _..�^, + 1 v. a.�l u m 1 ' .,.A `> "im,ti L•:."iL.;1 a a e 1 Y:14F:t` l t'.A'w `, »aa c e .Ir+a +sk+.'. _-......, ,.,.,.. -.Rn.i ai,. aaa ax v .w =cva ,ma `.\ .....,_�..,.,.._....� .:_..._._..r_-v} •...: s v @ 4' e , ' r i. " ....,.. x q v ,,x a ti ra' _ = �: 1. _�___ _ _ q :- j-....1, ,=t„' 30AR FCU ED1 1 1CLB-2 1NLB- 7 1CLB- 20 - ,' , , - �agpm► airlllw do III y�11�NI��LppB.�pp2��7��WI1,.� ply y �y}{p� 5AF 208V, 20AI2P 'V16,0Y/1' 1}..1F1fR ,, 'kEGi1f ow am ; `'V'*m, !f '�� h. iwfifi `� F. V ......- " f. ... 3 MASTER ALARM PANEL, 1 1. CORK11, "NLB- 5 1NLB "9 1 P � '' 21 5( .- r- • --- ...... � 1)_ —. ________. _-._ ._ _ __ _ ,__. .:, ,.„. ,,.. X 4 t, 3 . . ..... . ..... __..... _. , I _:. � 3 L i: 11 I - i EQ `� 3 � � ;` f CE r.:( 1L'�S 24 5 t! i ;* t„ D .3 *:t . 1; Ill � fr EQ1, , I.�.-_ 1H 41618 3 i I io 2 _ l \, NLB 23 r i £ r'G�d � � �' N,; _• FCU-ED1 3'__r _ ry 2 3 30AR."I.I t'' ,."" , . .) 1NLB 3 208V, 20Al2P 5AF 1.01 ,� � U w I ;1' ,I. �1,,IWb 1 FCU ED14d EQ t (p/�J (/f�) 20$V, 20Al2P I 11 , i. .... _. .. _.i If.I' S N , - 111 �. - 1. FCU-EDt-6 1LEQ 1618 112 E702 5A.F I_.._ ....I 100 __.., COFFEE 1. VENDING EG.� 1'_ i E 6 18 Q" DD . t J _ . — — ___....,..__.: L_ :._..,._,.,._,._ a" a,,. ., , _, :: ..K� «__r. . ,Y� x .,. ar!!L.T..±t 1: +tM 1h i, `, at! r @ x 1 VENDING , _.. •. _ _ _ _, ' � 8 -- I ' :I 1 LEQ 20,22' t # m 1, r . ' 1 5 � 1. E 0 3 i 1 "I1L ;�»' 1NLB 9 1NLB 11 1NLB 13 1NLB 15- (W ' _ _ , , � � t_, :m::j � I = .: - ... . _.. _ :. _:::: _ (/''l�[�'i� _.__._.... _-._ .. .. .__ - , .'::. ...I .E.D.S ...__. RF-ED-1 4 ..,.�...1NLB 1Z ..._.._._ ._. ,' c� - ._..aS .,- , _-. - ...... .+ '� ® 1 EG �� 1 w . i _... �1HEQ 14,16,18i.-_._._-� _ "'-_-'1 'NLB 1 1 M 1NLB 51 O O µLT ,�rN 19 _ _:'.,j m. 100F z I „ : ; J M p Via;. r _._. :4 105 _ _ _ _ „ I i E 1 t° 1 " { i 1 _' ! _ £ j \ 3 1 100 P /,��"'° i1 1 iR.a _ - qP 1T I.... .... ... ,.,. l�P .A. . ., r, r .. � 1 r„ , �I4' t( 3.9) (5.61, " 1' 1 1 POWER PLAN —1ST LEVEL — PHASE 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ % ■ d ■ to ■ lu ■ 11 ■ 14 - iJ . 11E - I , - -_ - -- --- - - . 1 ._ ' CLI z 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGI N E E R I N B Fax. 407-540-0234 +RRARCRITERTIRE wwwtic-enginee(s.com ©Copyrghc2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 1 15498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 .�Qa�r�eta�ereoe a��eP,��R V� ��,�� _*�* i, 1, -)No6504 �•* h' :W �1 STATE OF :Y=: N Pt! ` l D opOlf'mes9 ®p9 J Florida Hospital Zephyrhiffi RTH & EXPANSION EDO O RENOVATION Huntion • . • A R C H I T E C T DATE SUBMISSION NO 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 1 POWER PLAN - LEVEL 1 - PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN MHA E211 IU - IV m I . Go . lu . Lu Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 .• ,: • 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 1 I 1 I I I I ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E — D `o L (0 0 E I U w w 0 c W C 0 w L Cl- a) N S w ao ■ rn N O m B U a J 0 N j Q1 ■ U D V 2 d U c7 L LP A U LO o � (V n o LO c L U c T a 0 i 1All.0�; 2.0)3.0 %' 14 0' .0 _ .0; ( 7.0, .0' c .O' 1.O 1 .0 = .0 15.0 .. ,. ?1? ttd, ,-isnr?? aax .,Ja{e{� xw.p�o: '�.Pi;.E ..I ir,.' .€. tilop - EXAM 2 S. 1125SC 1126 A 1 L 5 _ [Jb 1f��b6EXAM 4 ``�! qE EXAM I 1t1LC �J `� NLG 6811 �0 OFFICE fi.._ _- I 1 I EXAM 6 TLT �'�1N..C-62 (; 'NLG 70 I jt�`� 150LATIG' ( 1N-C-64 D 'NLC-72 1 8 (BYN 1C! 7 A E701 I ' " I ON CALL .I j _ : 3 �1 I r / 1CLC 69 t 1 f( 1 LC- 71 , gE10E 777 L 1 1LLS 14 (. • ADD ALTERNATE �1 a ! NEW LOCATION - rCONDENSATE�NCJY:J cud i:,,:r:,rl: r OF UNI I I I fRETURN TI 1 /#° tMAN�M,YHY.-. I ,1C' h.,Fi?i h•�\yle ,K,4kk ?1 .... _ ' . C it I -l. 1 XA 211247 I / 18 I j s4, .... 1,. 4 + . ' v :? x aeae. , • air rt i szsrr e a ceae �4.\ a A:1 NL 1 CL6 21 1 NL6 301 CO-3 ,., I w (I d ;'° ; p i)'�' u�dtt a;NNC:JtRt. t:;d�nn! dui:�d:Jbista wds.dnn Jrtr t fix: :sera �ror .s. ry . 1 &1NL E LU510N I I nr z a 1 NLB- 28 0�1=1C� l I , EMT s G.Q.G. I( I D IR 501L r. 1 1i1 OFFICE EXAM 11 47 1.. B. I I D: - 4 __. _ ! k =� 1 1 � jj '9 3' , :44 I - •rr^••iob« i J� T`� k✓ba+€`BtF y fJ ..�• !' i f-.. ; D:1 ,e Da=GON 1 E 211247 J i.. _ a.; SHiR A: B: 36 - �. A (! C:1�11G-J$ LCKR s,It i D.1 - A: B:1CLC-35 _ C 7 D i CLEAN STAFF 7T0R: O EXAM 1 1 ,. HOILD , ' A: r1l '10 LOUNGE B: RE \ D D A JQ ]L B 1CLC' 19 8 C .77 r t D ADD ALTERNATE #1 d f,.YY , O EXAM211247 I 1NLB-26 1NLB-241CLB-19 1CLB-17 I 4Ft r t s' CCNLT 1 1 ` ' TiT� A t _, , C �.- 1CLC_ 13 D 1 1_.._... F'AT TOILET 1NLB-22 EXAM 211247 Uj� , 1CLB-5 ill (_lam C D " ti LC 7� � ' . _ µ ... A 22t 12� 5 �12 EXAM 391 01 B: f -. A NL -1 A 12 B L 0 C NL -5 D_ 1 EXAM 211247 50iL HOLD 0 EXAM 211247 110 14 5 I; L. 7 AP 13f,A 1 �� _ A 1NLC-65 D I NLC- 67 .. 1 CI,,C- 4 ' !I 1 NLC- 69 v "e l 12 I C NO 71 7 -- __ ILLS-18 3 5 n \ «1CL 8 _ A 1 E701 LT 0 1NLB-'12 1 JL3 10 \ CLC 66 C = -70 P.-I • ;� 1 r I N y i XAM 1 P 11 F A NL 57 _ i B NL 5 " - - i6 ' c CORR �, - 1202 D: 1 C' 63 9 11C2 " A:1CLC-,S - 1 , 3 — 1 NLB-16 1 CLB- 9 __ _. • 10 LT B: 1124� " C:1 L - � �' � 1CLB-11 1CLB•15 �. CL3- 7 CLB- "3 /1 NLB-18 1 NLB- 20 ♦ r i . w 1CLB-1 4 E EG 10 7 ... , EDS _" EXAM 01241 JA: 1NLC� 49 6 UG REF REF 4 I,6 __1 3 , r I ' A:1NLC-9 ' JF. 1 LC 51 f ---i 5. 1N C-11 1 53 ® ICE COFFEE - ' - lNLC-13 rvi, 1NLC � ,_ r I > 1 NLC- 55 -- 14 • 50 8: 1CLC 1N_B-14 : 1CLC_10 F ! C • y E � l�C-12 / . - "- L ' , 54 D 1CLC-56 1 8� �8 ; 10 16 - y....... i ..i .....-..-.... :nwew«e qw-rIdlf .. _-....__ .. __ *€3_i;.C3'1..m7-_��IS_'t7�7_T_L_[�G3:%3:d.��.3`'s'u' �_Y 1.1�`C:�.�.:ir� • , 7 CORP, TOILET E701 11C1 1NLB-6 .� i10 6 — �� 1 s FAST TRAK 1021 FAS TRAC 122? A_1N C-41 A 1NL'- 3 �u1N -43 B 1NL %C: 1NLC-45 C: IN 3 1 47 D:1NL 39 ^,,1_ LC42 A: 1 L 4 n 1CL 44 ( B 1 L C:1CLC•46 1 L 4 r J I M 1 POWER PLAN —1ST LEVEL - PHASE 2 RA07h 1u2' GT5 —i FA T TRACK 1024 A 1NLC-17 C 227 __- � B 1NL -1 �— 1 26 A. 1 L C- 28 C- 30 ,..., , , 1 ,L .- 22 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 17.0: ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ GENERAL POWER PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS AND CASEWORK DRAWINGS FOR FINAL MOUNTING HEIGHTS AN INSTALLATION REQUIREMENTS OF ALL DEVICES. UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES, 2 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION, REFER TO EQUIPMENT MANUAL FOR AI INSTALLATION REQUIREMENTS. 3 COORDINATE INSTALLATION OF ELECTRICAL CONNECTIONS WITH O.F.C.I. MEDICAL COLUMN PRIOR TO BEGINNING ROUGH -IN OF AREA. 4 CONTRACTOR SHALL REFER TO FIRE ALARM AND MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL FIRE SMOKE DAMPERS. FIRE SMOKE DAMPERS SHALL BE POWERED AT 120V DERIVED FROM THE POWEF SUPPLY FOR EACH AHU IN ACCORDANCE WITH THE ELECTRICAL DETAILS. PROVIDE LOCAL DISCONNECTING MEANS (I.E. TOGGLE SWITCH) AT EACH FIRE SMOKE DAMPER LABELED WITH THE AHU SERVING THE DAMPER. POWER PLAN NOTES 0 0 S (CODED NOTES) 1 PROVIDE NEW CIRCUITS TO EXISTING EXAM ROOM LOADS. PROVIDE NEW RECEPTACLES AS INDICATED C ENLARGED PLAN. 2 PROVIDE 120V,10 LIFE SAFETY BRANCH CONNECTION TO PRESSURE MONITOR. VERIFY EXACT LOCATION IN FIELD WITH DIVISION 22, MAINTAIN PROPER SEPARATION OF ALL CLASS I AND CLASS II WIRING PER INSTALLATION REQUIREMENTS UNDER NATIONAL ELECTRICAL CODE SECTION #725. 3 PROVIDE 120V. 10 LIFE SAFETY BRANCH CONNECTION TO MEDICAL GAS ALARM PANELS. VERIFY EXACT LOCATION IN FIELD WITH DIVISION 22. PROVIDE WIRING AND CONDUIT FOR ALL ALARMS. PRESSURE 4 PANELBOARDS LOCATED WITHIN NON DEDICATED ELECTRICAL ROOMS SHALL HAVE A CLEARANCE RECTANGLE PER FBC SECTION #449.3.11.5 PERMANENTLY MARKED ON THE FLOOR WITH "ELECTRICAL ACCESS - NOT FOR STORAGE" STENCILED WITHIN. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N G I N E E R I N G Fax: 407-540-0234 F I R A RC R ITf CT R RE www.tic-engineers.com OCopyrght2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 PHER "V e01 i "r. 66504 --P Nc Ar ° : cc STATE OF --Ql Florida Hospital 7,ephyrh111s ED EXPANSION & ORTHO RENOVATION Hunton • . A R C H I T E C T SUBMISSIONDATE NO. 04.15.16 CONSTRUCTION DOCUMENTS _ 05.10.16 ADDENDUM NO.1 I POWER PLAN - LEVEL 1- PHASE 2 PROJ, NO. H-15021.00 SHEET DRAWN MHA E212 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave_ Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001 744 ,,r F 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 IN 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ PA ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ so E CID J LLl C a w N 2 LL. ao ■ as IT r r N SO B CID R .! r N O 9 A i O f6 N co CID I= 'i 0 I J'^"••4 EE. 1 — 1 ELECTRICAL PLAN - 3RD LEVEL - AREA 1 - PHASE 2 3.01 114.01 I I I I I I I I I I I I I I I I I 15.01 16.0E 17.0I I I 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ $ ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL ROOF PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS AND CASEWORK DRAWINGS FOR FINAL MOUNTING HEIGHTS AND INSTALLATION REQUIREMENTS OF ALL DEVICES. UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HE IGHTS OF ALL FIXTURES. 2 VERIFY ANDCOORDINATE EXACT ELECTRICAL REQUIREMENTS OFALL EQUIPMENT WITH MANUFACTURERS REOOMMENDATIONS PRIOR TO INSTALLATION. REFERTO EOUIPMENT MANUAL FORALL INSTALLATION REQUIREMENTS. 3 ALLCONDUIT PENETRATIONS THROUGH THE ROOF MUST BE THROUGH A WEATHERPROOF CURB ANDCAP TO SEALMOISTURE OUT. PROVIDE PORTALS PLUS ROOF PENETRATION SYSTEM AS MANUFACTURED BY PORTALS PLUS, INC. COORDINATE ROOF CURB REQUIREMENTS WITH GENERAL CONTRACTOR. REFERTO ARCHITECTURAL DETAILS FORALL ROOF PENETRATIONS. POWER PLAN NOTES (CODED NOTES) 1 PROVIDE LIGHTNING PROTECTION FOR ROOF MOUNTED MECHANICAL AND HVAC EQUIPMENT CONNECTTO EXISTING LIGHTNING PROTECTION SYSTEM. 2 EXISTING PANELBOARD AFFECTED BY SCOPE OF WORK 255 S. Drange Avenue Suite 1600 Orla ndo, F L 32 801 Phone:407-841-9050 ENCINEEaim a Fax 407-540-0234 FDR&RDR111DI RI wwwdc-eraineerscom acapyript2 m TLC EV eeilg10-A-clikeck e, 1%. C OA 15 TLC NO: 115490 SEAL Chri,stopherV. O'Hara, P.E. Fbridaa License #66504 plAER a►i����i Q-; .�9 . U r No 66504 . Z 1 • •cam �?0 =• STATE OF .� s10 8�aNA� ����� Florida Hospital is ED EXPANSION & ORTHO RENOVATION HuntonBig A'RCFfITECT 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 ELECTRICAL PLAN - LEVEL 3 - AREA 1 ROJ. NO. 4-15021.00 SHEET E2311 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Hunton Brady Architects P.A. All RightS ReServed.800 N. Magnoi'a Ave., Suit a 600, Orlando, Florida 32803 (407r 839-0886 (407)839-1709/Fox www.huntcnbrc3dy.com U'cense AAC001744 - 1 0 2 0 3 0 4 m 5 0 6 0 7 m 8 0 9 m 10 m 11 w 12 0 13 0 14 0 15 m 16 0 17 0 18 m 19 a 20 R 0 P m I 0 m N 0 m 0 L a K m i 0 H m G m F m E m I . '� .i� D 0 = Cn C� C 0 0 m E I to m � w 6 Li _j u� 0 C W w C 0 w .r_ CL d) N _r It , I .b m 0) I 3 — � In � Q "S 1 2 -Fu B L) 0 _j C) 04 , > 11) 5 :� m () D (­ Z) �N 2 a- C16 CD 9 9 q E to A O_ 6 tt (0 I >1 — a 0 M Q n (n C — 2 �5 C 3 I I: a — C Lm - " >1 0- 0 .) � --- � I ­ - __ - - - ____ __ - - - ___ — . I ,,,,,­-­,,, "­ ­­." /'__1 I I '�, I _­",�, ,_..."', I -\ 1, - �,,,_._' __"��, /'__.­_1', "� . . ....... " "_ .... . _\ ","',___�e, /___', GENERAL LIGHTING PLAN NOTES f" ,,,,,� 1�- � ,�'. � /"," ­ /� �\ I 01 I � "I 1 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL DEVICES. UNLESS NOTED ! i . I iI. A (56.0) (7.0" (8.0" � 9.0 11.0 13.0: 14.0 15.0 16.0 17.0 1 �1 .0, ,,� I, \ / I 11 OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. � � N\" "., � ,�,, , , - , , '1�1--,"', - - , :) I, . ..... I ,�Te_/ -.1-1.1 _-, \_ I ., -,/ \-,..-, � .,.,,/ \,"". : -1/ �11_,_.__` \__7___1' \_.�,__e/ \1 ....... _1/ 'F, ! ; I i 1 2 REFER TO ARCHITECTURAL CEILING PLAN FOR EXACT LOCATION OF ALL LIGHT FIXTURES. i � i � I . � : . : . � : I ! I . . I I � � : I I i 1 3 COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECTURAL DRAWINGS ! I � ; I I i i m I � ! I I i I ; t I . AND CASEWORK ELEVATION DRAWINGS. � I I : - . � : I . � i . q . I ! � I T � � I � 1 4 SURFACE MOUNTED RACEWAY IS NOT PERMITTED FOR INTERCONNECTION BETWEEN MULTIPLE . . : I � ! I � UNDERCALINET LIGHT FIXTURES, BACKIFEED ALL FIXTURES. TYPICAL FOR ALL LOCATIONS. I . I --- - I I : I i i . I m : i EXAM 6, ; � I ! . 1 : : ��: I . . � i Z.. ,11 . �­­ � I j., I ,:,� i I � I .1 ,�t :: I ; I -, 'Io;,;.,�, i �/ 1, - - -, - , . " - .. I . I '. 11 � . I I i 'I! . ,-�-.,� i . . �: I 1 � � I.- I � � -1 I � i � .. � 5ECLU51ON � � :! f_>, f! � � -11, - , 1, q I , : 4 - . � � L 11 .. 'r, 1i . .,..-I";' '. . . 1-i ". :�.b,�,)eO- ", __1 . � � 1 I .. I I . i � I a 11� a; 0 � : I � .11 �.. - . , _ i I Id � . i :1. . E, � : , � fE.O", ,� ; I I I I i I I 'j:: 11 � I .­�, I , ,­4, : e'li OFFICE :1 ' EXAM 11 I ,t 1, , I 1: : , I 1 : I . . �� � - i I � : . j ": ...... :,j I .� !:. - ...:. 11, � I.,..:. ... I-- 11 ­ ­ 1. � . LIGHTING PLAN NOTES (CODED NOTES) ,., . I 1: . � I i I �! ; � I :i , � ­�, I i I,! Ti 11,, � ELEY �� : I \., / ! I � I � 1� �:� Z7 � : I ��,, . � I I ! c i. � I:. 1L �,� 2:� I. � .,� , I 11 �. - it i: I il : . " ­ � ; I I :�'i . � I R � � 1, I . . I . I � -- ----------- - I .­­1­.­1­_­11 il I . . � _1 � 1:, : . D � z # ,�' � I I I : I - I I . I 1k: ' I � �.j ,:�:: 4 ! 1 CONNECT SWITCH ADJACENT TO ELEVATOR SWITCH LADDER. . . I i! il I --- EMT ...... 1.1--.1­11. � ---I.- ­f 1,1,-,., ­ "' , I � .1 . � � $OIL HOL�) i. �, � : I i I. �1 �! :,." IT-, I 1j, _71_", 'i: - q... . . : ,:, t � . I . . I 1i . -, 1 . � . I I . " � ­­ , J " � I, I , I . L t; . � � � �.. � , 1� II L � , ! ,., _ri� __ �­­�,-,,=q��::k� t , � , .", :I ; .!!`�1 : ":, : 1_1 .. I , . . �. : I I C LOUNGE � : I � � . ........... _,". I.. ­:. .: �.: .:::._I�ill � I i� ,,,.I i , .. ". I � 2 CONNECT ELECTRICAL BRANCH CIRCUIT TO ELEVATOR MACHINE ROOM RECEPTACLE. LIGHTING SHALL �� � "� _ � �. � , .1 I ­­­1­.­­_, I I I 3, . I - ...... .... . I � 1.1­1 : �i___­�., .- '. . I ­.­... . ­ ­­", -:­_:Z=- -,--,- -,��": ��. ,� , ,� ... :��11� i I i 4, [: ?I � ­­11- ­. � ­..wm::,._,::,� .- -, � 11�111,n:,�,-":!, :� wo , '�"4, �,�:, - . =p , "��, .� . i ,,,,,-­, I i , , I ­­J LJ�t'�'_._J, ." ,.,mmmm,�xl 'w I "low. - :i � . m I . I ""�:11.11111. .1. � � 4 ,,, .; . _m_.____. I NOT BE CONNECTED TO THE LOAD SIDE OF THE GFCI RECEPTACLE PER NFPA 70-620-23. REFER TO POWER ""t I , .11,111.1. 1. � ­­­­­-- 1, -_ - ,­-z 1�� ­11 . . I I 1 , � 1 1 1 .11 ... ­­­4_­­_­_­1 I I ­­­­­­ - .1 '­­� ""..., �, 4 � t I ; . i 4I. : "__ , , ....., � , I .. . ..... !­­­­___­­­ - I C N � � : "" "I . ! � . . � :i � I � , I : 4, 11 I !- 4 1 :i �. 1­ � SHEET FOR CONTINUATION OF BRANCH CIRCUIT AND RECEPTACLE LOCATION. � , i : � , : 1 4 "I ; F:1 I I : i ; i ''I I 'i I . ­ I OFF I CE 1� "-! "i 1 1 j � i, ,: ;I i, . : ,,,, A ; . . 1� I i I � i , 1:: � . —_ - — I 1, I I ; � i i ! I � ; i� I I � I - � 1� : I .1 i 4 . 1� 7 � . I : � . I .. �� .! V I I 1. �' '' I r � .... * I " 11, .1. ' : E I 1. ; ! I , , " " I i I . i i 11c 1. I I I I., , � :,,.I :. � , , i �f " I I. i . . ��.: i I " i�!, �� I- 1 -, '.. i �. '. " . ". , i, � ; �1: I I � i * � ,,, ' "i . �, "A1.1 . I ; I I i � I . � � I ; �. . . . � 1�i, 1i " - 1�i�� I � � � � 1, , L_.______-____ I-. Ce i., LA�'_,�- : , :1 N I "" I CiN � � 1 , . I . 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I I 111111111ILS Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton *0 A R C H I T E C T S DATE SUBMISSION NO. ____ - __ ____... �� 0 TION DOCUMENTS 05,10,16 ADDENDUM NO.1 "I'll .... . � __ . __ ___ __ — ___ , , __ ____ .- — — LIGHTING PLAN - LEVEL 1 - PHASE 1 — PROJ. NO. H-15021.00 SHEET DRAWN MHA E31 1 0 15 0 16 m 17 0 18 0 19 0 20 �, Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fox www.huntonbrady.com License AAC001 744 � ! I � .- - . . I -11, --- ---I- -1 . I I I . . -1 ­ 1�- I I � I - , . - - . - ,-- . � I , 'r . ­ -qmw- -qmpmmr- . JL -I - . . , '.. I. - I te I " , i . A . , '. . . . . I . , . . , I , - . , I. ; I I 11 . I I; I . . . . . :­ . ..I , .1 - , -I." I . ! I '..1 :� , .�,�-'., .. - ­ji.�#, , '* * ., . . . , __ -.1 � � .I .. . ,� , ,; I , let 1 ,4; .. . I f'-�iji L I .,� 1, . a . _... ,,,, - I - 1, �. . - .. . I I I , .. . ­!, ... 1 ,7 ; � A�,� , ", I — I . I 11 I 0 a III 0 N 7 M IN L 0 2 0 j IN IEM II G a F III 122 0 D 0 0 E Uj 0 C C w _r__ N 00 In a) B 0 0 C) a) U IL A F 2 C: 2 C 21 0 2 3 4 6 111 7 0 8 0 9 10 0 11 12 13 14 IN 15 IN 16 IN 17 M 18 GENERAL LIGHTING PLAN NOTES 0) 0% 6 0) 7. 18 0; 1. �3 0 (4, 1 .0) 1.0 13.0 14D 15.0! 16D 17.0 1 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL DEVICES, UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. 2 REFER TO ARCHITECTURAL CEILING PLAN FOR EXACT LOCATION OF ALL LIGHT FIXTURES, 3 COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECTURAL DRAWINGS AND CASEWORK ELEVATION DRAWINGS. 4 SURFACE MOUNTED RACEWAY IS NOT PERMITTED FOR INTERCONNECTION BETWEEN MULTIPLE UNDERCALINET LIGHT FIXTURES. BACKFEED ALL FIXTURES, TYPICAL FOR ALL LOCATIONS. - — - - - - - - - - - - - - - - - - - ---- - - - - - - - -- LIGHTING PLAN NOTES (CODED NOTES) 1 NEW DOWNLIGHT TO BE ADDED TO THIS EXAM ROOM ONLY. TO BE CONNECTED TO CIRCUIT FEEDING THIS ROOM. TO BE CONNECTED TO THE SAME SWITCH AS THE OTHER DOWNLIGHTS IN THIS EXAM ROOM. ffip�w A=- AWN Imr wpZ 4M IM Ow 4mi, TW, �wa 4wo A4,"N' "M" OR 1"w -W% 'Mat, OW AM "M 4�� 4WD =4 am 4W) T r'490 as 4M 4" Xm, qvW IM Oro Mp 4w aw, 4*4 MM ttw 40wift ........ .. 0, % :nl ............ ......... --EX—Ail _3 7� F EXAM 4 AM 5 TLT 150LATION, 0 EXAM I 5ARIATRIG EXAM (0 ezYN 1501-AT Pff0777 5 -ITTI, n 112 6 [.XAN') -7 rA. I HCB- 17 1 "'N 'ALL L Qftmi­ goo ae­t� ow *&I� fto am ofta S11 EX— — — — — — — �X ADD ALTE TE DWo-N M:yrwn_*� Z439 IS D1F DIF D1F D1F D1F D1F JAN --A 21b 21 b 21 21 b 21b 21 b C b 7 r­_XAM I H A R 9 L 1 .4 L SECIU51ON 'a OFFICE F.,XAM 11 3X C r j .. . .. . ........ . ..... E.O� C D IR -.6011- HOLD �MT 13x I� C L �UNGE NURSE 'Wr W I tti%tt �wll STATION F. N­ 3x C C 13x . ..... M EXAIM a C 9 (F C w T §t _C1 L,.i-LCKR CORR 3X C DECON C 13x PP R o-, C M -L11CKR: EXAM 1 3 EXAM 9 C 3X C C CLEAN 13x X HOLD ING. 9 C . ..... SECURE 9 �H: EXAM 14 3 HOLD G X IT 'S, Db 1 3X A: 1 1­1�13- 17 ....... .. C 9 LR C 130110)l -A20 A21-1 D1F D1 D1 D1 D1 D1 Ilk. S 3x C E M 4 XA_ C 21 b 21 b 21 b 21 b 21 b 21b 13 1 1 13 I- I 3X Lill' I C C j3x�C_ 13x C 9 C 13x C 9 EX. 3x EX E XAM 16 9 9 9 AM- E L, C_ C A2 D 2 D 2 3x $OIL �lCl 3, .......... 21 21 21 C C EXAM 39 1201 sa SD, 9 9 R'T D�F 'T 7 7,11D177,' 0 .. �ii e, C C E XAM i 21 3x D2� D1F 21 . .... - F-1 �fi D2 Z� C13, C C 21 j 21� . 1 6 21 (x16) 1 teJ11T, LR 9 LR12 X T C 1,0 /D1 D1A �t C 13X lix 21 D2 D2 D1F 7 71 P8 DIF 0 2' 3 C 0 1 C 13X. 9 - �­�_� ------ 2" sr� LR /21Ix6O) )EDS1103 21a 21b 21a Sim E 9 9 A ICA 1HC8 D1r D1F RVI� I - ir 9� STATION of C D2 D2 \21� 21 a/ Jx tD 1 11 13 E06 C NMI C si, It SD IHCB- t k' I EXAM 20 1241 1 0 9 SD SD �A: 1 HC8- 17 9 A2 A L C 2 D2 EXAM 20 rA 1H 3x 21 21 21 Lj 2' 21 13 C DI 9 EX EX 3x 9 T0I1MET-­- 9 1 C 9 C 13x C 9 C 13x C 9 C 13X C 9 C L,­00-�Cll C 13x C 9 C 13x C 19 C 13x . . . . . . . . . . ... ..... .. L Y\ Di 01 2 .1 di TRI 21 21 .8iT E701 FA� ��T T_ [WJM 211 1 FAST TRACl/\ 1 ' 22 1 FAST TRACK 162: FW TRQWA 1 01 D1'1_ DI rk 1 HCB- 19 rk 1 HC8- 19 i Q�; CA:'IHf' a 0 21 21 21 21 .. . ....... .... ADD ;�LTERNATEJ' i4l ... .. .... �4 J, AL _J FF.2 .... ....... xl>�, LIGHTING PLAN - 1ST LEVEL - PHASE 2 1/811 11-019 �11111 I - - — 1 0 2 3 4 5 0 3A 6 a 3.9) El:ot 5 6) 6 7 0 8 N 9 0 10 0 11 M 12 M 13 M 14 19 IN 20 I R 1 11 I P M �I 1 0 1 0 I N I a 1 11 I L 1 0 I K I IN I H 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 IN ENG1 FERING Fax: 407-540-0234 FIRANCRITICTIRIF www.tic-engineers.com Oc Copyright 2016 TLC Engineering for Architecture, Inc. 00A 15 TI C NO- 115498 SEAL Chr�stopher V. O'Hara, P. E_ G Florida Lcense #66504 "�o'411111 I I 111#,, 0 ,pvAF-R V "IA %J .......... 0::05,* No 66504 .0 Z F ir -13 STATE OF lij V` R &I "Y­ 1� .11 A, Florida Hospital Zep I S E ED EXPANSION & ORTHO Hunton 0 D A R C H I T E C T 04,15,16 CONSTRUCTION DOCUMENTS 05,10.16 ADDENDUM NO.1 1111111111111111111110111 C I B UJ 0 LIGHTING PLAN - LEVEL 1 - Of 0 a_ z PHASE2 PROJ. NO. H-15021,00 SHEET A DRAWN MHA E 2 :31 0 15 0 16 IN 17 111 18 0 19 0 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fox www.huntonbrady.com License AAC001744 2 IN 3 0 4 0 5 0 6 0 7 0 8 9 10 12 0 13 14 0 15 0 16 0 17 0 18 19 20 R p 0 N m L K H m G m F 0 E .r� D 0 0 U) m E Ly 0 C uj CU 0) 0 2 B 0 _j (0 C) N Cl) A C Ln (D C :3- 0 "1.0 1 15,0 16.0 1T0 'G.O" ........... ...... '17. JJ 04 .......... ... - - . ......... +1 .... . ..... p P0 A, T G2 ---------- ...... -4. . ..... . ... . ........ 14, H1 17 .. . ....... ........ ------ dii,4111110 dw an dw go 4m do mb am m an No dm PRE OR "N WAITING it A It 1, X., ss, . . ........... . ........ . ... BI F-1 1 11y ily 4". ti :F4 A A A A A 04 . . . . . . . . . . I ..... ....... v- . ......... 131 '1X L 2HLS- 13 BI . ..... . .. .... . .. ...... ......... .... ..... 7- ... . .......... '1X 4 POST 131 FARTU'M 13 Fk T N, ELEV. ..... .. ...... p 'j . ......... . . . ............ ...... ---------- E. 1 ------------- ... ........ . ...... CNMA#U At: do da 4m do dw RK 7. T J, 1 ---------- T ..... .... .. . ... . ....... . . . .. .............. . . .. ... . . �14 U R "I F ON 4 ..... .. . .... T . ..... ..... .. . ...... ... ... DD.3..- OUR .4 FR -4 0 L F) . ........ . ...... . .... J: AN . ....... ... ........... . .......................... ....... . . ......... . ......... ....... ... . ... ... . ... "I 1'1� _51 DD.6 j n, . ...... ... ........... ...... . r; 1� I ..... . ...... X P 'N T; 1' ­J qw) . . ..... . ..... ... . cc. 1 I 'r77. m ........... A i X" I i . ......................... ....... .. t? CCA ................. . . ........ . it y: 11y F6 D", ARM 'U V 5.6 6 LIGHTING PLAN - 2ND LEVEL - AREA 1 2 3 4 5 6 7 8 9 0 10 0 11 12 2 13 0 14 GENERAL LIGHTING PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL DEVICES. UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. 2 REFER TO ARCHITECTURAL CEILING PLAN FOR EXACT LOCATION OF ALL LIGHT FIXTURES, 3 COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECTURAL DRAWINGS AND CASEWORK ELEVATION DRAWINGS. 4 SURFACE MOUNTED RACEWAY IS NOT PERMITTED FOR INTERCONNECTION BETWEEN MULTIPLE UNDERCALINET LIGHT FIXTURES. BACKIFEED ALL FIXTURES. TYPICAL FOR ALL LOCATIONS. IN255 S. Orange Avenue uite 1600 Orlando, FIL 32801 Phone: 407-841-9050 E N G I N E EiRt NG Fax . 407-540-0234 FIR A4911TECTIRE www.tic-engineers.com 0 Copyrgh12016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P. E. Florida License #66504 9VAER L, E N No 66504 STAT 0 _"�%'ONA%- 1 111,11111111101% on a Hospita Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton *I us A R C H I T E C T S DATE SUBMISSIMOT' NO. 0 . .6 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 LIGHTING PLAN RR LEVEL 2 RR AREA PROJ. NO. H-15021.00 SHEET DRAWN MHA I E321 15 16 17 0 18 0 19 20 Copy(ight Huntonl1rady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fox www.hunfonbrody.com License AAC001744 R ■ P ■ O ■ N ■ M ■ L K IN J IN H ■ G ■ F ■ E IN •c� D 0 z rn f0 C 0 IA m E I to ■ U w J W O C a) � � C 0 W z a am N 2 a0 ■ rn in N c� B 0 J (O O N a) U A V d N M U d a) n A � m o 0 m n � c 0 In c L U rn r a 0 ■ 2 ■ 3 IN 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 3 ■ 4 IN 5 IN 0 ■ 7 ■ I 8 ■ 9 ■ 10 ■ 11 ■ 12 IN 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ ■l,l��E:!IZ1M111-1111 11IIIId II I 18 ■ 19 ■ 20 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrody Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 1 m 2 0 3 0 4 m 5 m 6 0 7 0 8 m 9 0 10 IN 11 0 12 m 13 a 14 0 15 0 16 0 17 0 18 m 19 0 20 R IN P m 0 m N 0 m m L m K a i IN H 0 G 0 F 0 E IN 'E' D 0 r- (n m C: 0 W m E I (0 0 Fr 6 Lu -j Ly 0 C a) a� C n LIJ = C1 a) IN = I 00 0 0) 'IT �2 7: In a) -0 0 iE FU B 0 0 1 ( 1;R (D (� > a) af 0 — . . D 0 D N. :ii a_ ch 1— r5 Ln �! . . f-- �; A P li]n Zf Q0 >1 10 �; P Q 10 �2 C R �6 C: :3 T, '& :�' C 9) �:, C1. 0 I I 1 1/8" = 11-01, --- - ----- m (�--� ,.---� , `-, - / �,,-.�- ....... ,­--11, ,---, " ... *""\ I.- - -., ............ I , - "', N � 11, , /� , , " � "I '�` � ! , " I �/ lij \\ i I 4 \ ) ; I I � ,,,- '--\ ,,, I ',`� �, "- - . /,- ! /1' - , '-\ I i -0,k�23-0) ( 0 �� (5" 6 O' (7.0' ik 8. 0 ) ��, 9. 0 �, 11.0 � - ,, ��,� 1 4, i", 15.0 16.0 17.0 � , r `i -) / .\ / ., \\" , / ". "I ., "I " '11, - ...- "I , /I 1�-, I" I-) \�-.,..-' ""I, . ...... -1 .- 11". �--.­/ --` I 1- / -"`-­�-1/ '\,\ -�/"/ 1-.1..- �, .. - . , I I : I-, I ,� ... ,/ 7", : ! I I � i : F i I I I . i . . ; . . I t i ! : : I t ; i � . : t . I : � � . ! . � : I : . : : . : . i 7 � I I I ! i I i I i � ! I I I I . I : � � I i . : I : � I � i I =XAM (0 ; i � � �— i ; 1. i i. , :_ , 1'.. . 1, �Iii � : ,,- — -,\" ! I I 1 : � ,- , . �� ; � . . 1� I , 11 . . i 7 1 . : , � � 1 �:: EXAM 11 I SMOKE COMPARTMENT 1J SMOKE COMPARTMENT 11 i Eff, . 1! , I : : , �-�:-:� SECLU51ON : ;;,, , I � � �., I I F ... ... OFFICE �. . I �. . . - ..- I , .......... -1 ..... I. -- � .I 1. . � . ;%. ­ I "I',"..". I , : 1 . � 1:. � . I '. I 11-,: ! I� I I I I � I I J i ; I , I I -, 1 � - , , I 11 - , � .. � I 11 i � . - . I � - i-1.1. 11 . 1'�, I i �,� ,, ., � � - . . I i 'o I <, j�. I . 1 ! T . . . . . . I I . . . . . i I I � . . � � : , ;,+._! E M T I , � �%:-�7: . I � I'll --!,��, -l", I �.. � I I I . : i -- 1.111--11.11.1 -.- - 111.11,11'.. ''. 1.1-1.. 1 I, - ---- . H It% i 1-1-601L HOLD I . H � %, , . 11:,'.,'! I I � I h !:, . I � -'':, , � -, I I I-, 1--1.11.--.- , � . I ,. � � !OUNGE I ��' , -�'. � �.'�,! � q�' It 1 �, � .1 . "I � �- � . ���'wi,�,,�.I..�l-I.I.-I.-I"".,-,�l---,-� - ,� ­ � 1-1.1-11I.- i � �_, I � I . I I .11, ,V? ............ I I I I' �,i!- -1 1 1 ..... . - I I.,� � � I . 1. I I "" � I I I I I I � � '....., !", I � I i � I , . - I - � I. I . 11 I I � � . I " - -111 1-1-1- I.- ---�-- I r I I i I � - 1-1-11-1.11-1.1111-11 , , -��,I�:- ��:��:,:,-,-.,����ll,�------�,-�ll-�,�l". I . i I . � � . I � I 11 :1 -1- 1. 1.11 "n =r.:�'-':���,,,,�-:, �:�v � i 11, . , 11 � I � : . i ,� ,� . I : I.: : . ; : I . � ;i!!! i I ! : : . l-, I i i OFFICE I - I ....... . ......... ""' " , k I I :1 ; I � I I I I � i i i i : �! I 1 ; I . � ; ';,! i . � I I I I i l-h ....... .. I I �� I . i I � I i I I . . il I . � . . I I � , I 0 : � I .1 . J,!: � i ! t- I � .�; i ., � . i 1! I i I ] . . 11 � � 1%11-1..-.� I i , i I 1 ; . 'i ,:, . I ­­ ..L. � I . � � ! !4_ . i i ; 1, � i �.� ; . T ..1. - . .� I . j I . W � ; ,\1 . � I I �, EXAM 12 1 i I . : I I i : . . . I I V1 ; I ,�� , i i I I :E , , I .! I . ; ; . I I . � MEDS I XAM I i . I , . I I �.. -.. � - � 1. ..'J., - ... I--, ... -.1. I..".-. �. .. ( M-TLT - I I 4 � i'm - it I . I � I 1. - 1. 1. - *:,: ......... 11, I . .1. I ---------- �--(�. ..1----. .-- ..."........ I : I 11.1. --.W , � - . ..... ': . . I -TLT : Ui-LCKF . - - � i. , : il i I . -.1.�.i.:"::�,::"'':-�-�:-;::; ... ....... .. ..... . . �� I � 1 1 � � " .: I � , . : ,ii,� I � i .; . � I I I . I 9 I , 14 q 0 1; I i I , ;: � . . I -1-1.111.1-- ........ . ...... - 1-1, I . 7��: 7�1 i I ,, � , . \ . -11 , I k � . 1� Si . I : . . , I . I : � . � � , . I � --., I I . . I � � : I- - � i I I � I ! d ��4,- 1 I . � . I � I 1. 11 I � i i I , 1. : 'i I I � � : ;� i , I � I i � I. :, , I I i I I I � .1 I � - � �: '. 11 I . I - � ­ --, I I El, V i i I - , . I � I . . 1. � , : . I I . I I 1. � �, . i '. I I . . I , � . � I 1;, 6-f w I - �, ;� I I . : � �. I ,. � � I : ; I - . . I . I- DECON �� I I. �. . .. ; ! i I :..:,J I ,- I , � . - 1: : . I I . � I I : �. I � �, 'Viikk4 , . I � ,,F'�11, �-�-il, ;ff- I : . I I � j . I I � I � r ,,�:,. g 1 ,�,,� "t""P &,e,, T I i ; � I , I . I .1 .1 , . - - : . , 4 �, ; �,m;t, 1 I : I,v' � . : I : � . F, - : . ; ! . . . ; , i , ' `1 ' - """ ' "' , � ; . ii � 1 t ! � . � , ,� I . c4 � �, . I � I I I . � . " 1-�,C<R-` il,Ar E "' P 1'�� ` o 1 w : " I I � �'. . . : I I I I 11 : .1 I P I 1 �,� kw�,k,r �...� u.0 Ill �.x ki.�� -��-i-`: I ti�. I .1 I , � - �. I I � . , '�,"i . I I , � q 1. � � .1 .�, I � t, � il' il!"'I � Ni � 1 � I I - . t ,� .— � I I � k '..., ... I..... I.... � I � I I 'F Vw,E)Q-T 4 —,* I I i i, . ,. i I : ; "� �p w*-owo oomo,iim om,4 up am oom mm �w .. ".. � , ,,� I . ,. I � �, ,AN � . . I t.�� :% -­ �� I : : � I j . t 1.�.�1:1.�..'�."..%-�4-.--.--44�-I i I � I I , ', , 7 i 1,11 EXAM 13:� , CL;E %, �:XAM a � --do, � ,.. 2 11 I ; � i , i I I , I I ! - . , �: I � . i, � ,!, �1 , ! ; I . I ... .. . � �. I I , 1 ,� I . I - . . I : I . -� ��r,C! 0 I � ". ��.�.�] ��!'..e. ll-,�--.��.�,-",�...--,--.�.-,-,..----..---.-,�.-�l.--�--",-', - ` ": � ! . I, I .....k � � - - - - - - - �w x NO t ow z AM 9 ON i ali , i i i I I I : . � - �,b---� 1�f- Aww' i� ii --�l �t I ': ;� � HOLDING I, . , I � ;, �� , . - � , : \ 1� ! I , . - I . - . I . ,�� I i4 ., ... -� . , . F . I . . . � � . r , 'i , i� 1i . , I I i -: ,�i�� � � �.. , : I & . , , ": : %11---14 1 1 . : , � - � I � I `- ... � .. , � . I : , � I ! � : I a - ��. I o : � I � I . t II I . . �. : �' , ; � - - � � t I ��t ill �, . i , m, I! I I . :�: I � I i : ; , I : - : ; . r i i . ; ; � a , I I � I I : . ' TLT * �: . . I . . : a , �, ��. � I I" . - � , . .1 : f � . I . . I :,� " I I I I: , TLT . �., . . I I �' ikjl, � . I . . . I , .''.�--,�-"�.,�1.1�,,�1,11-�..... : 4 I I . I I I � , , "''!,:",�"",:",:�:,�::�1-11,111-1.1-11�.I.�.111,�'I -.-- STAFF � . � I 1 1,iit, I'll il � I i i : . . . I t . I I 11 " 'I : . - I: I a . � - ! 1 � � ;� . � - � ; - �0, I I k! 1 . . I , . ,;,;, : - I I : 1 14 . � , . . :: I I � � . I .1 ( ; � � . � 1-ii I ; , . �, � I^ . I I ;; , . 7 I '�'�!',`�� STOR -'. I : ,: i . I � LOUNGE 12 =1�, [:: =2 ; I :: � I I I - 1 ��,V i - , I ( . , � �,: - . , I" . t \ oil �.; n , I I . . z I I I ;. ��.:..�, �.--�-- �-� ��. --' i-,W.I�w-;Cim� �";,%-.I,:P,q.�,4�or.,I�-,�W.I�u,n-:1�m�i��nilr.l�lwxw,�t: � - *� amzcm -,I-,*, I t..W..i�.,*. 'r.orm: �-, - :: ; 1: , 11--, I ,�j l..: I, I : � - 1-1 I.. I . - � � . . �. I � � . i. - I - '. � I , . . . I . . I..", i� i 1ILL I :. �.: \ I , � � : � I !� T � I I ; . . . ........ L'�' -I'Ll � , 4-;i;..;;-;- --- - .. .. .. � - 4 �w% , � . I �j ; . � .... r ...... ;- - - k 1 111 � , -Tw EEI , �� I .1 : � I low'. 04 " , ,:.-�: - i.� . � I r I 1 t". A' i �; / -- - . � , E XA11,14, i : : I 1. 11 .. Immm, oft :: i � "Ill - I , � .1. : *� I . 11:44.11-4141.1-1 ... 1. .1 .... 14, ........... I .. .......... I ......... �.. -.1.1 -.- .1 ...... j v� 11 ... - 1-4 --L-,'* I � -,'.'.' �:. ��.��,�-.�'-.�1.-.;�� .0� " .� I � 1 � I .. � :, 1. . I _-, � I � � - - - . . '. U ! = 11 I I � . 11 11 . 11.11.1 : : i � :1 ,/ - ' i I . V-=:�t�t.� . .---- I * I , 1- 4I- ----'--`-`--- . , 7 ` � � �=: / \ I i V iI:1 : I . I ETR I" ". " I; :� ". ! I_ -+�111 `;�"t` 1�1� - � t U. - I . / \ A -1-1, t � I 1-1.1--.1.1'.. ; I i-.. . - 1. - I.- -.... - 114.1 1 1-141-- � TLT lk'. I ,^",-- , , "" , - , . . 1z � ; I 1. i� , , .11 I I'll . ..---..1.--;: , , ---- -- 11-1 .1,111, I ! . 1. : i , - . t I- . t 1111, h 1 -44-- - Q -1-1-1 1.1-1. - - I ''t, ; ,.. . T . � . i I I -- -1 -- --.----.----... --- ... : , . I'll . . � I ", I -#--I- - --- - - . i . . 1 , * -h , "� .. .... .......... .. , " , �Gl � - -- - --------- --- T-1 ......... 1 r- - ---�-�---- -- j� 4k- ,�- - -.1- --------;-- I "I". .. -- 1-4- ---.-.. -4-- - -..--...--....1 ...... , - ; [---,""' I" " [--- , :. .1-,� 4---- 4 - -, 1-1 i- - � I � �-, I . ..... 1. I... I I I ......... 4 --r J" i . 1- -/ 4 ;, , ; , , . I I . i. I I . , -.1-7 - :I -1 . I .11. . 1. � :Nv I � � - I t 4 . I 11- � , �.., : - �z j j-:, � 1-1 I v-­- ------ - - �"I'll'.�-11�ll,�l"..'��.,�1-11 -t.1 i:s? �,,�,�- I Ii . % : . .. : E .�, ` I EXAM 32 .0 � - A , I I � t-, -, ; - T 1v I � � : . : I : - � � I - . : t � I I I ,� �� � ': ! : I ��:�'. : � I � I H : —�-. I . I I � � ��,�A � I I : . - , i I I - ;:i .1.1 — . �-, � I %1\1. -----.-.-`--.-..-- I ' . 0 I I 0 �! . .11'' � 1 . ` EXAM I ,,,� E X \\7, ", . IS'S - - ----...--..- f t � � _,// ,�,� -ii; i i . , XAM 3(2 ,4 ml,� 3 3 1 i �i i I NURSE111111 i ,,---- . 11 �,�, -,:,�,.,:,::�' , - � �)�-,-07k- . 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I ! - A . � : I � � � ,:".:, !�, ��, , �, �� �- � I , "' 'k4l: - I I i -,-,� � .... I A 5 Ili I I � . , t- - �4 -ij� 4 ---- , I . . 11 I � : �1 ...... - I I I.. .. I . .. I. � . I �'- - I I i � . I . . I � - :. �, . I 1 � I � I 7 I V - U -1 . I EXAM 15: 1 � " w -0 . � �1. I iM �- " t.-1..... - - - - .....22-m , " I , I ! I- � . I � � . . � I ! .1 I "N . . I !� % I 4 30CD q i ; " � : . z . , / i ,v �� ! I I ;� , .1 I I 1, I 1 1 1 � I . I .. f .. .ti 1 Ii " :: q I , m . / I . 4 I I 1, I , . . ,.,.� 1. : I ;.1. I - I ; I t � . . , '�-� . . I 11 . 'T-.. . I ,� .�-: � I I I ,� I � ! I ,\' ,.; I I li�� --� - 1: I - 11 . I . t ��i��ll.;".;W��,-�.�,�x",��r:,W,C":W.:i� I I - ,� .; I ; ----- .... . .. .. ­�, : � I �, - I . . . -), , , , -:�!.�-:'.� ; . ! I 1 1 1 : ; I � i t \\�,, I 1:aom�i -�,,:�I; V,:, " � ; \ ! . 11 �; . . .. ... 1. I.. � I � . -.11 . I ..., . � A I i � ., .. I i � , ! 1, EB . . 75CD T """ . I�Iiz , ; - 1 I "t � I ! � � . I I I , ; . 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F"� I - I I ,.�i�.', ILY-JI-1- I --w t7--- 1 F f ["""""' % ­4 t D-,-L-4�)� : �� - 11 ,- �17 . t If 11 , 1i )L, - ,-- I- - I I-----,. = [ -11 - , * - [- -. � 2P I -- -----,-- --- — I - ---- - — - ----- ------ FIRE ALARM PLAN - 1ST LEVEL - PHASE 1 - - - ---- — - -- - - -- -- -- IN 2 a 3 0 4 m 5 0 6 0 7 m 8 0 9 m 10 m 11 IN 12 m 13 IN 14 I i: I " I . I . I I . " . I . I . - GENERAL FIRE ALARM PLAN NOTES I REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL DEVICES. UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. PROVIDE NEW BATTERY CALCULATIONS AND MODIFY BATTERIES AS REQUIRED TO MEET NFPA REQUIREMENTS. THE SYSTEM SHALL BE PROGRAMMED BY A FACTORY TRAINED TECHNICIAN ONLY AND THE SYSTEM SHALL BE TESTED AND CERTIFIED IN ACCORDANCE WITH NFPA 72 PRIOR TO FINAL INSPECTION. ALL WIRING SHALL BE RUN IN 3/4" CONDUIT LOOP SYSTEM THAT ORIGINATES AND TERMINATES IN THE FIRE ALARM CONTROL PANEL SPECIFIED FOR THE PROJECT AREA. MAINTAIN THE EXISTING DEDICATED CONDUIT LOOP FOR DATA WIRING TO CONNECT TO ALL NEW POWER SUPPLIES AND INITIATION TYPE DEVICES, LE PULL STATIONS, SMOKE DETECTORS, CONTROL RELAYS, ETC. MAINTAIN THE EXISTING SEPARATE CONDUIT LOOP CONNECTING ALL NEW VISUAL TYPE NOTIFICATION DEVICES TO THEIR ASSOCIATED NEW POWER SUPPLY AND/CR AMPLIFIER EQUIPMENT, INCLUDING STROBES AND VOICE EVACUATION SPEAKERS, ALL WIRING AND LOOP SYSTEMS SHALL BE CONSIDERED "CLASS A", STYLE 6 (INTITIATION) AND STYLE Z (NOTIFICATION). 2 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF EQUIPMENT. 3 FIRE ALARM CONTRACTOR SHALL FULLY TEST ALL INITIATING DEVICES WITHIN THE SMOKE COMPARTMENT TO ENSURE THAT ALL DEVICES ARE CORRECTLY ANNUNCIATI NG THE CORRECT SMOKE COMPARTMENT IDENTIFICATION, AS SHOWN ON THE LIFE SAFETY PLAN. CONTRACTOR SHALL CORRECT ANY AND ALL DISCREPANCIES FOUND DURING SAID TESTING PROCEDURE. 4 REFER TO SYSTEM RISER DIAGRAMS AND DETAILS FOR ADDITIONAL INFORMATION. 5 ALL NEWEXISTING FIRE ALARM DEVICES SHALL BE SYNCHRONIZED. - . — FIRE ALARM PLAN NOTES (CODED NOTES) � 1 PROVIDE SMOKE DETECTOR WITHIN 5'OF HOLD OPEN DOOR ON BOTH SIDES. HOLD OPEN SHALL BE POWERED BY FIRE ALARM AND RELEASE UPON ACTIVATION OF ANY DEVICE WITHIN EITHER SMOKE COMPARTMENT. 2 PROVIDE FIRE ALARM RELAY TO DE -ENERGIZE (SHUTDOWN) AUTOMATIC DOOR OPERATOR UPON I ACTIVATION OF THE FIRE ALARM SYSTEM, COORDINATE INSTALLATION IN FIELD WITH DOOR INSTALLER. PROVIDE LOCAL SMOKE DETECTOR ON BOTH SIDES WITHIN 50F DOOR FOR DOOR RELEASE SERVICE, 0, "ll � -;r -- - - - - - - - - - - -VIIVIV� 3 PROVIDE SMOKE DETECTOR WITHIN 5'OF THE FIRE ALARM CABINET. 4 PROVIDE SMOKE DETECTOR FOR CONNECTION TO ELEVATOR PHASE 1 RECALL SYSTEM. SMOKE DETECTOR SHALL BE LOCATED WITHIN 21 FEET OF THE CENTERLINE OF EACH ELEVATOR DOOR. ONE SMOKE DETECTOR SHALL SERVE MULTIPLE ELEVATOR SHAFTS. 255 S. Orange Avenue I M Suite 1600 1 Orlando, FL 32801 Phone: 407-841-9050 1 ENIGINEEIRIN Fax:4U7-540-0234 F IRAIRRITICTIRE www.tic-engineers.com a Copyr4ht2016 TLC Engineering for Architecture, Inc. COA 15 TLCNO 115498 1 1 SEAL Christopher V, O'Hara, P. E. Florida License #66504 ,..--%' ? , VAF-R I/ ' .-, %% 0 .-------.' 01 -*0 — - , G E N s *; -. A ,'.-.. *4 , . " I, -z-1 1� . \1\ '-.'P -:. .. �-�- N 0 . -i .. 66504 -. -V - z 0: . � I — . .* = = *: * : — I . .CC= = -0 I. * LOU .- -:0 '-. STATE OF , .-' ' .. v. .- .-il op . V ,,--N ' ., -- .. OR%\'. le� If .. \"�� 6� , ��*' o-' � ( y , -- --1 reFlorida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T S DATE SUBMISSION NO. 04.15.1(o CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 I 0 — -- FIRE ALARM PLAN - LEVEL 1 - PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN MHA E411IIIIIIIIIIIIIIIIIIIIIIIII . Copyright Hviritonl3rady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fox www.hunfonbrody.com License AAC001744 , . : I . 1. . t � , I . . . 11 I I , , I .1 ��. I I r . I . . I I . , ,;' . I . I ! i . ;.,: I. - . . � . , . I , . ,I ". ". :I ; I . . Ill.' 1. .. I I . . . . � I . I .; i ..,;. !,I . I . . . .. .. � . I ; I � . .1 . . . , r I 1 0 2 0 3 0 4 ill 5 0 6 ill 7 If 8 0 9 0 10 IN 11 0 12 0 13 If 14 If 15 0 16 0 17 a 18 m 19 If 20 R F, 0 N m L K H G IF E D (n m E LU _j L� 0 C Q LU CL co 0) In 0) _0 0 :2 m B 0 0 _j �2 CD Ln A T_ 0 1 1/8" = 11-01, lllmmmm��� GENERAL FIRE ALARM PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL DEVICES. UNLESS NOTED 14.0 15-01 0 0) 8.0,1 '19-01 11 13.0: 0) t,5!�6-0) 7.0 .1 OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. 116.0 17.0, T­ PROVIDE NEW BATTERY CALCULATIONS AND MODIFY BATTERIES AS REQUIRED TO MEET NFPA REQUIREMENTS. THE SYSTEM SHALL BE PROGRAMMED BY A FACTORY TRAINED TECHNICIAN ONLY AND THE SYSTEM SHALL BE TESTED AND CERTIFIED IN ACCORDANCE WITH NFPA 72 PRIOR TO FINAL INSPECTION, ALL WIRING SHALL BE RUN IN 3/4" CONDUIT LOOP SYSTEM THAT ORIGINATES AND TERMINATES IN THE FIRE ALARM CONTROL PANEL SPECIFIED FOR THE PROJECT AREA. MAINTAIN THE EXISTING DEDICATED CONDUIT LOOP FOR DATA WIRING TO CONNECT TO ALL NEW POWER SUPPLIES AND INITIATION TYPE DEVICES, I.E PULL STATIONS, SMOKE DETECTORS, CONTROL RELAYS, ETC, MAINTAIN THE EXISTING SMOKE COMPARTMENT 1J SMOKE COMPARTMENT 11 SEPARATE CONDUIT LOOP CONNECTING ALL NEW VISUAL TYPE NOTIFICATION DEVICES TO THEIR ASSOCIATED NEW POWER SUPPLY AND/OR AMPLIFIER EQUIPMENT, INCLUDING STROBES AND VOICE EVACUATION SPEAKERS. ALL WIRING AND LOOP SYSTEMS SHALL BE CONSIDERED "CLASS A", STYLE 6 .......... . . . H ------ L),(INTITIATION) AND STYLE Z (NOTIFICATION). qw 1111111110 4m so as am am so am dm eik as m dw dw so as 4m 4m 41111111; do do dw 4m No 4m am do ice dw 4m wo dw do dw an so 4m 4m go as dwft . ......... ....... . ... 2 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF EQUIPMENT. 3- 3 FIRE ALARM CONTRACTOR SHALL FULLY TEST ALL INITIATING DEVICES WITHIN THE SMOKE COMPARTMENT EXA!"I 5 rLT EX4M 4 1 TO ENSURE THAT ALL DEVICES ARE CORRECTLY ANNUNCIATING THE CORRECT SMOKE COMPARTMENT �WLATIONI JAR�ATRIC XA 11 (V EXAM I ' � �1 I b OFFICE 16 , I � i IDENTIFICATION, AS SHOWN ON THE LIFE SAFETY PLAN. CONTRACTOR SHALL CORRECT ANY AND ALL DISCREPANCIES FOUND DURING SAID TESTING PROCEDURE. AS ISOLATION OLAT10N GYN 4 REFER TO SYSTEM RISER DIAGRAMS AND DETAILS FOR ADDITIONAL IN FOR TION. MA ON CA 1- 5 ALL NEW/EXISTING FIRE ALARM DEVICES SHALL BE SYNCHRONIZED. OFF i �_, J TF ilC 6i7 77,77=1 FIRE ALARM PLAN NOTES (CODED NOTES) El 75CD 7 D f 75C4 1 PROVIDE SMOKE DETECTOR WITHIN 5'OF HOLD OPEN DOOR ON BOTH SIDES. HOLD OPEN SHALL BE POWERED BY FIRE ALARM AND RELEASE UPON ACTIVATION OF ANY DEVICE WITHIN EITHER SMOKE COMPARTMENT. i'0 T� W ... .. .. ... ..... . AN' [WF F Aw, X* 75CD r 75CD ice + 30co EXAM I ........... . ..... . ......... 75CD N SE, CIL U6 10 r OFPCE E X AM I I .......... ............ ... .. EMT DIR 6,01L H00 t.Lj LOUNGE NURSE 30CD Ti STATION LL� 30CD E C ""NT EXAM 12 =X r 7, ........ .... (F DKI 1; _Tj 30CD (P � � : ! .1 �:' -j. 7 W-LCKR _T CORR I ! I 7: DECON 30CD 5HLUR 75CD M - LCKR EXA �T--XAM . ..... M 13 i t � ETR �:Ltjq 75CD CD CLEAN 6TAFT: ETR OUNGF 3( F HOLDING, C; 11 E XA, M-,; 0 ETR .5ErURE X"i 1 LE EXAM 14 OLD -OF J.4 30CD J !�CD 30CD CQN5UL T F T 'T V E 83 T iCID EXAM 16 4 141 ............ ............. -4 - i [i 1. :�: I IT I EKI 75CO CORR. I PAT TOILET DF4 EXAM 16 11-17MVEX XXTxTr ry-r-rmi, 30CD �F) SOIL POL 2 % E X A *11 9 % D 30C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . .... .. .... ............ . ...... .......... ........... Q_ % ....... ..................... .. ... . ... ........... . ... ..... `G2 ..... .. .. .. . It- EXA I F 11� �) 'i I E XAM ;' * .1! i i M 1� 5 11061 0,% .......... ... ........ --- --- I -------- — ­­­ �� �i, .., _­­ ­ ­­.- - � --- ---- , _ q ­­ .... I ....... ... _A ­­ _,� = _ - �4­ ........ . . FE, 30CD ....... ... H 1 T�i % 930CD % 5XIAM 16 1 1202 1 1 C 0 Iw", R, 'Rk 6 FE06: ------ --- - 30CD ---------- F-I 21-4 _2_11 NURSE .. ... ........ 0 i5 E R VE 30CD Q STATION M E ........ . . F FE D5 3- . ....... . . CLEA V DLO�4 9 R, r:XAIM 20' 75CC,. g­1:-.,,�:-,,:_ w 1241 .... ........ ....... . ....... . ..... ..... ............................... . ........... ....................... .. ....... . ..... . ..... . ......... 30CD F _w_ W mi-ME&W i", j- :,w M: 75CD a, _ETXX13XXXTXX�� lc! :F:M C 0 R R T61 SMOKE COMPARTMENT 1J r�j L E �A$TOCD� 3000 1; IRA- TR SMOKE COMPARTMENT 1A'AST FAST 1022 TRACK,,. 30CD TRACK F R-r 024 IL........ L:t VA EE. I �3 FIRE ALARM PLAN - 1ST LEVEL - PHASE 2 ;?u I vF I E 5-6) 6 i=,Al 01136 RISC% 2 0 3 0 4 0 5 0 6 0 7 0 8 9 0 10 11 12 0 13 14 255 S, Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N G I N E 1E R I NG Fax: 407-540-0234 FIRARCUTECTIRE www.tic-engineers.com @Copyrighf2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO- 115498 SEAL Christopher V O'Hara, P. E. Florida Lcense #66504 Ittittill fill% %% ?VAF-R I/ "-*,* 01 b E N No 66504 Cc- -33 1- STATE OF OR N A 1111111W, Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton *0 A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.] FIRE ALARM PLAN - LEVEL 1 - rMAbr- L PROJ. NO. H-16021,00 SHEET DRAWN MHA E 4 1 2mummmmml 15 If 16 If 17 a 18 If 19 If 20 Copyright Hunton8rady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001 744 ■ 2 ■ 3 ■ 4 ■ 5 ■ F. ■ 7 ■ B ■ 9 ■ 10 ■ -1-1 ■ 12 ■ 13 ■ 14 ■ ■ 1 �i ■ 1 ■ ■ ■ 1 7. '—.�.C� rle e ! Sj i D GENERALNUPw.E (-;ALL PLAN NOTE 1 FEFERTI ARCHITEt fURAL ELEVATIONS FOR FINAL K113UNTING HEIGHTS OFALL DEVICES. UNLESS NOTFf. OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE KI10UNT1NG HEIGHTS OF ALL FIXTURES. 2 000RCIINATE LCC:ATIONSAND t,UUNTINti_ HEIGHTS OF ALL DEVICES VATH AR?'HITECTUR4,LDRAAING5 ANDGAZIE DF;F ELEVATION DRAWINGS. 3 VERIFY AND 030FftINATE EXA,-:TT ELECTRICIA L RP3UI REMENTS OFALL E00IP1AENT '1j%'I7H WNUFACTURER'S REG(MMENDATICINIS PRIORTO INSTALLATkON. 4 CO-ORDIr•4ATE INSTALLATON OF ALL L04UhOLTAGE SYSTEM; WrTH O.F.C.I. PATIENT HEADPIALLSYSTEW, PRIOR TO BE:= Itltllhl , ROUGH -IN OF AREA. 255 S. Orange Avenue Suite 16I10 Orb nk, FL328U1 Phone: 4 07-84-1-9 05 0 ENCINEERIN6 Fax 4W-540-0234 FDR6RDNI1fD1URE wwwde-eFgmeerscom 9caprjpt2116 TLC E�gi �eei1� fn A clilecl�,s, l �c. r r-I,a 15 TLr Pan; 115498 SFAI Christopher V. O'Hara, P.E. Florida License 466504 ,1n1n11,, �%����.•��G E /VS 0 66504 •13 .. _U : �¢ OF '.,FS•.<0RI'D moo Florida Hospital � phyrhills ED EXPANSION & ORTHO RENOVATION H u nton .4 R L: H I T E _: T '�` 4.1�.10 CONSTRUCTION DOCUMENT5 ADDENDUM NO.1 1 NURSE CALL PLAN - LEVEL 1 - PHASE 2 PRO.I NO- H-15021.00 SHEET DRAWN MHA E51 2 ■7 ■ B ■ 9 ■ -10 ■ 11 ■ 12 ■ 13 ■ -14 ■ 1 ■ 16 ■ 17 ■ 1 P ■ 19 ■ 20 Crpyrighlt Huntonbrody Architects P.A. All Rights Reserved.800 N. Magnola Ave., Suit e 600, Cxlondo, Flendo 32803 (407) 839-0886 (4071 839-1709/Fax www.hunt cnbrody.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ lb ■ 11 ■ 18 ■ 19 ■ 20 Copyright HuntonBrody Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 `i~,� ti -`_p- Y.._.'� +w� 1 r-' 5�u'A t".� i �i lI, _ 't • ') " 3� 'S / �� 3t r f f 1 . . „ 't �- .r .. a. ... -. 1`T.. �S•-r_ ,fFk A. ,� •4�.. r. r. .. a�.0 f,P; ,�. !�T%•1 �1 � �:_ R P 0 N m L K H m G m F m E 1� D 0 0 0 m E w _j w C w co M B CL A co 2 C Z 0 2 0 3 4 0 5 0 6 7 0 8 0 9 0 10 0 11 12 13 14 0 15 0 16 17 0 18 0 19 20 ENLARGED PLAN GENERAL NOTES y" r 16,0 0 5�0; 7, 0 1, 118, 0? TYPICAL FOR ALL ROOMS SIMILAR TYPE, LAYOUT SHALL BE N R MIRRORED AS REQUIRED FOR EACH INDIVIDUAL ROOM SHAPE ... .. ...... ................ . AND CONFIGURATION. i T ND-_ .... .......... 2 CIRCUITING SHALL BE PER THE LAYOUT INDICATED. BRANCH A: .... ri. j 'T' 1-1 SS S L NA K CIRCUITS SHALL CORRESPOND TO THE CIRCUIT LEGEND FOR NA NA 4 ��NA­ K L TYPICAL ROOM CIRCUITING LEGEND TYPICAL ROOM CIRCUITING LEGEND EACH ROOM. C C13 C8 CB': NORMAL BRANCH CIRCUIT #NA NORMAL BRANCH CIRCUIT #NB NORMAL BRANCH CIRCUIT #NC NORMAL BRANCH CIRCUIT #ND CRITICAL BRANCH CIRCUIT #CA CRITICAL BRANCH CIRCUIT #CB CRITICAL BRANCH CIRCUIT #CC CRITICAL BRANCH CIRCUIT #CD NOTE: PROVIDE MAXIMUM (2) DUPLEX RECEPTACLES PER CIRCUIT. CA CA CC CA CC P X,CA CC v, NB IV A '7t' I N B LIGHT' NB NB GHT -CD CD NC ND f ND 3 COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL DEVICES WITH ARCHITECTURAL ELEVATIONS AND CASEWORK. 4 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF EQUIPMENT. P ENLARGED PLAN NOTES (CODED NOTES) 1 COORDINATE FINAL PLACEIVIENT/ROUGH IN OF TELEVISION UNIT RECEPTACLE WITH THE TV CASEWORK AND THE CABLE TV JACK SPECIFIED AS PART OF THE COMMUNICATIONS PACKAGE. 2 MULTI -FUNCTION OVERBED FIXTURE TYPE "K" SHALL BE CONTROLLED AS FOLLOWS: EXAM LIGHT CONTROLLED VIA SWITCH (LOCATED IN HEADWALL); AMBIENT AND READING C LK.;n 10 , UUNIMULLCU DT SEPARA I r- LVVV VUL I MUC Sm ICHES NC NC L C CB, (LOCATED IN HEADWALL) AND PILLOW SPEAKER/SIDECOM so, U CC NA CONTROL IN PATIENT BED VIA LOW VOLTAGE CONTROLLER. 0 COORDINATE INSTALLATION REQUIREMENTS WITH NURSE CALL p VENDOR/MANUFACTURER AND PROVIDE AS REQUIRED, ALL SWITCHES SHALL BE ENGRAVED WITH DESIGNATION OF LIGHTS THEY CONTROL. I NB ENLARGED,-,7PICAL EXAM ISO I ST LEVEL POWER 2 ENLARGED -TYPICAL EXAM ISO ORR 1ST LEVEL ARA LIGHTING 3 ENLARGED TYPICAL PATIENT ROOM ORR 2ND LEVEL POWER N 1- 21 0 1/4"' 11-011 1/4!' 1 1-011 1/491 11-011 L__j m 7777777r7�7! LA Dis Tl:j TLT TYPICAL ROOM CIRCUITING LEGEND TYPICAL ROOM CIRCUITING LEGEND CA 1244 [T�_1111 E-11 CA A 1�1 D1 TYPICAL ROOM CIRCUITING LEGEND CRITICAL BRANCH CIRCUIT #CA I CRITICAL BRANCH CIRCUIT #CA ND M ji �_J 4�1 y �7 CB,CC,NA CA 0- CA */ , �,, F— D1 i� CA CA A 7 L CA,b T', 22 BI K V V — -- ------------- V V CMD A T m! UD UU 11h K CA Lj 2 21 Cka CA D D1 NB % CA,a CA,a ir 4 ENLARGED TYPICAL EXAM ROOM 1ST LEVEL POWER 5 ENLARGED TYPICAL EXAM ROOM ARA 1ST LEVEL LIGHTING 6 ENLARGED TYPICAL PATIENT ROOM ORR 2ND LEVEL LIGHTING 1/4'0 11-021 1/,V' 11-011 1/41' 11-099 H 8,01 255 S, Orange Avenue 1, Suite 1600 '8-0) TYPICAL ROOM CIRCUITING LEGEND Orlando, FL 32801 NB NA ,CA 1k6A52j1CB EXAM LIGHT NC CCI CBj NC CD CC NA 9 1 1 1 1 1 1 1 1 , 1* 1 a A 1 0 9 4 1 .4 1 ITPIUALMUMLAKWHINGLEGM 1Tr1UALKUUMU1KUU111NULtUtNU Phone: 407-841-9050 rum ENGINEMNo Fax- 4077540-0234 f6it ARCO ITICTIRE CRITICAL BRANCH CIRCUIT #CA FCRITICAL BRANCH CIRCUIT #CA www.*tic-engineers.com Di oGopyr�ht 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 TOArK G SEAL Christopher V. O'Hara, P. E. A K <2� "gi,227 CA Florida License #66504 DI CA %,419VAER V I -or CA D7 CA -ko 0, % c % b E N N. 4 6 CA %V Q No 66504 D1 D7 CA F — ------- CA 33 STATE OF I jj ITIF . ..... 01 0 A 40R%V nn ........ . ..... .. . .. ..... 1;, 4i, ........ .. 170 ty ------ - ND ONAV- N 90=!OPK�IR4; I WAN m mm, 1—N Am. 4. r Florida Hospital Zephyrhills E 7 ENLARGED TYPICAL FAST TRACK - I ST LEVEL - POWER 8 ENLARGED TYPICAL FAST RACK ORR 1ST LEVEL ORR LIGHTING 11 ENLARGED EXAM 10 SECURE HOLD ORR LIGHTING ED EXPANSION & ORTHO RENOVATION V411 19.011 I/w, 11-011 1/411 19-011 3 6 D TYPICAL ROOM CIRCUITING LEGEND 2 6�O TO"' N8 TYPICAL ROOM CIRCUITING LEGEND '6­ CRITICAL BRANCH CIRCUIT #CA t; . CA NA C6 NC NC E)OLBHT i CCI CBj 3z CC NA CD NORMAL BRANCH CIRCUIT #NA NORMAL BRANCH CIRCUIT #NB NORMAL BRANCH CIRCUIT #NC NORMAL BRANCH CIRCUIT AD CRITICAL BRANCH CIRCUIT #CA CRITICAL BRANCH CIRCUIT #CB CRITICAL BRANCH CIRCUIT #CC CRITICAL BRANCH CIRCUIT #CD NOTE: PROVIDE MAXIMUM (2) DUPLEX RECEPTACLES PER CIRCUIT. NORMAL BRANCH CIRCUIT #NA NORMAL BRANCH CIRCUIT #NB NORMAL BRANCH CIRCUIT #NC NORMAL BRANCH CIRCUIT #ND CRITICAL BRANCH CIRCUIT #CA CRITICAL BRANCH CIRCUIT #CB CRITICAL BRANCH CIRCUIT #CC CRITICAL BRANCH CIRCUIT #CD NOTE: PROVIDE MAXIMUM (2) DUPLEX RECEPTACLES PER CIRCUIT. DI D1 D1 4EA TYPICAL ROOM CIRCUITING LEGEND CA CA CA 'CA 2, CA CRITICAL BRANCH CIRCUIT #CA NB g, (0, :7 01 DI DI — CA NA FF- CA C13 CA CA CA CA RM 0=0 NORMAL BRANCH CIRCUIT #NA NORMAL BRANCH CIRCUIT #NB NORMAL BRANCH CIRCUIT #NC NORMAL BRANCH CIRCUIT #ND CRITICAL BRANCH CIRCUIT #CA CRITICAL BRANCH CIRCUIT #CB CRITICAL BRANCH CIRCUIT #CC NOTE: PROVIDE MAXIMUM (2) DUPLEX RECEPTACLES PER CIRCUIT. Hunton . . . . ......... .. TYPICAL ROOM CIRCUITING LEGEND NB NC A2 G 2.), NA CA CB CC EXAM LIGHT ai� EEA EEA ...... . ... NB H 1 /A m ri I V r_ I SUBMISSION NO. C 04.15.16 CONSTRUCTION DOCUMENTS 05M& ADDENDUM NO.1 1 B 3.9 [3. ENLARGED TYPICAL ROOMS 9 ENLARGED TYPICAL TRIAGE ORR 1ST LEVEL ORR POWER 10 ENLARGED TYPICAL TRIAGE ORR 1ST LEVEL - LIGHTING 12 EXISTING ENLARGED TYPICAL EXAM ROOM - 1ST LEVEL ARO POWER 1/411 = 11-011 1/4!' 19-011 1/499 = 19-011 PROJ. NO. W-15021.00 SHEET DRAWN MHA E701mmmummmill NORMAL BRANCH CIRCUIT #NA NORMAL BRANCH CIRCUIT #NB NORMAL BRANCH CIRCUIT #NC NORMAL BRANCH CIRCUIT #ND CRITICAL BRANCH CIRCUIT #CA CRITICAL BRANCH CIRCUIT #CB CRITICAL BRANCH CIRCUIT #CC CRITICAL BRANCH CIRCUIT #CD NOTE: PROVIDE MAXIMUM (2) DUPLEX RECEPTACLES PER CIRCUIT. 2 0 3 0 4 5 6 7 0 8 0 9 0 10 0 11 0 12 13 0 14 NORMAL BRANCH CIRCUIT #NA NORMAL BRANCH CIRCUIT #NB NORMAL BRANCH CIRCUIT #NC NORMAL BRANCH CIRCUIT #ND CRITICAL BRANCH CIRCUIT #CA CRITICAL BRANCH CIRCUIT #CB CRITICAL BRANCH CIRCUIT #CC CRITICAL BRANCH CIRCUIT #CD NOTE: PROVIDE MAXIMUM (2) DUPLEX RECEPTACLES PER CIRCUIT, 15 m 16 0 17 0 18 0 19 0 20 Copy(ight HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 R'121 "Vol * Z 7 1 11 2 0 3 0 4 111 5 0 6 111 7 0 8 0 9 0 10 12 111 13 0 14 0 15 111 16 0 17 11 18 0 19 0 20 R p 0 N m L K H 0 G 11 F 0 E ID 0 0 E (0 ct 6 Lu _j U� 0 C W C Uj N Ch 0 B 04 (o 04 CY) LP A (n U) C CL 0 GENERAL POWER PLAN NOTES 1 REFER TO ARCHITECTURAL ELEVATIONS AND CASEWORK DRAWINGS FOR FINAL MOUNTING HEIGHTS AND INSTALLATION REQUIREMENTS OF ALL DEVICES. UNLESS NOTED OTHERWISE, ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. 2 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. REFER TO EQUIPMENT MANUAL FOR ALL INSTALLATION REQUIREMENTS. 3 COORDINATE INSTALLATION OF ELECTRICAL CONNECTIONS WITH O.F.C.I. MEDICAL COLUMN PRIOR TO BEGINNING ROUGH -IN OF AREA. 4 CONTRACTOR SHALL REFER TO FIRE ALARM AND MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL FIRE SMOKE DAMPERS. FIRE SMOKE DAMPERS SHALL BE POWERED AT 120V DERIVED FROM THE POWER SUPPLY FOR EACH AHU IN ACCORDANCE WITH THE ELECTRICAL DETAILS, PROVIDE LOCAL DISCONNECTING MEANS (I.E. TOGGLE SWITCH) AT EACH FIRE SMOKE DAMPER LABELED WITH THE AHU SERVING THE DAMPER. POWER PLAN NOTES (CODED NOTES) FF F SM E= 1 EXISTING PANELBOARD AFFECTED BY SCOPE OF WORK. 1BHP 1CLP-1 1CLP-2 1CHP 2 PROVIDE GROUND COLLECTOR BUS IN ELEC./COMM. ROOM(S) FOR ALL EQUIPMENT GROUND CONDUCTORS ImLb REFER TO GROUND DETAIL FOR FURTHER INFORMATION. 3 EXISTING ELECTRICAL EQUIPMENT TO BE DEMOLISHED. 4 PROVIDE 120V,10 EQUIPMENT BRANCH CONNECTION TO MECHANICAL CONTRACTOR PROVIDED DDC 1 LLS CONTROL PANEL.COORDI NATE EXACT ROUGH -IN REQUIREMENTS WITH DIVISION 23. 1 BLC B-2 T-LS 1NLDP 1BLCB-1 T-1NLDP 1NLB T-1CLDP (ABOVE) 1 BLP-2 T-TIE 1CLDP 1BLP-1 1CLB 10 T-TIC HNDRA ADD ALTERNATE r LNDRA-2 TTIB Q- 30 LNDRA-1 GROUNDBAR F' F— GROUNDBAR--- EXISTING ELECTRICAL ROOM - 1ST LEVEL 1/4" 11-01, 1HLSDP lop( 0 'HEQ TID OF I [T] 1 LEQ GROUND BAR 0 TIF 2 1 IT] ---- I IT] TIH 1AHP TlA ®r—, IT L _j 7 EXISTING ELECTRICAL ROOM (NORTH) 1ST L 1- 1/4' = 1 1-01, DDA .......... .. GROUND BAR Q 28 1CL&&Mm 1 CLB- 26 L 1CLB- 1CLB- 24 1CLB-22 FATC 24 C NGTC . .. . ... ... . .................. .. .... . DD.6 ENLARGED COMMUNICATION ROOM - 1ST LEVEL 1/4" 11-019 _11116� 1 a 2 0 3 0 4 0 5 0 6 2 ENLARGED ELECTRICAL ROOM - 1ST LEVEL 1/4" = 11-01, JG ELECTRICAL ROOM - 2ND LEVEL 0 2HLS 2BHP T2A 2HCB 2LLS Im I T2C "(D '1 2HEQ 2LEQ GRO�NLD BAR 2NHA 2EOHA 2N-A T. T-)�LA (LKM 2CHA 2LSHA 2LSLA iiEgi� T-21LSLA ABOVE) 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 ------- M one: - - E N G I N E E R I N r. Fax: 407-540-0234 F I R A R , mi-tivif www,tic-engineers.com 9 ENLARGED ELECTRICAL ROOM 2220 2ND LEVEL @Copyrghf 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 1/4" SEAL Christopher V. O'Hara, P.E. Florida License #66504 ,pjAER 11 J, J*If .......... 0, O� No 66504 0: :4UZ r-,:13%. STATE OF Al -.4 0 10 1,14j, N Pt Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION GROUND BAR' 2CLA- 73 "2CLA. 7elo �=069 71)00 3 2CLA- 67 fc�l C4 VJ L C EQ FAT( NCTC EQ TC 'Al 2EQLA- 9 2 �E 66 ILY I 5 EXISTING ELECTRICAL ROOM 2 - 2ND LEVEL 8 ENLARGED COMMUNICATION ROOM 2221 - 2ND LEVEL 1/4" = 11-01, 1/4" = 11-011 Hunton *0 A R C H I T E C T DATE SUBMISSION NO. P4.15.16 CONSTRUCTION DOCUMENTS �5.10.16 ADDENDUM NO.1 ENLARGED COMMUNICATION & ELECTRICAL ROOMS PROJI. NO. H-15021,00 SHEET DRAWN MHA 1 E702 0 7 0 8 0 9 0 10 11 11 11 12 0 13 0 14 15 0 16 0 17 m 18 0 19 0 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fox www.huntonbrody.com License AAC001744 2 3 4 5 6 7 0 8 0 9 0 10 0 11 0 12 0 13 0 14 15 M 16 17 0 18 0 19 20 R EXISTING SQUARE D I -LINE HCP Name: 1HNDP MAIN BREAKER: AMPS (EXISTING NORMAL BRANCH) MAIN LUGS: 1200 AMPS Project Name: FH Zeph ED Reno P PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: MSB K.A.I.C.: 65 AMPS Location: SURGACE MTD: X FLUSH MTD: 208/120V 480Y/277V X 240/120V C N K 0 0 T Load T Identification (kVA) Trip Poles E N S 0 I 2BHP 9.0 125 A 3 3 2 IBHP 16.0 125 A 3 3 3BHP 10.0 150 A 3 4 2AHP 10.0 125 A 3 2 5 SPARE 0.0 70 A I 1 6 1CLP VIA TIC 24.5 70 A 3 N 3 7 IBLP VIA TlB 13.6 20 A 3 8 2LNDP VIA T21) 30.0 350 A 3 9 IDLP VIA TlH 44.6 70 A 3 10 SPARE 0.0 250 A 1 3 11 1CHP 20.0 300 A 3 3 12 1AHP 8.4 125 A 3 13 14 1 15 INLDP VIS T-INLDP 74.1 175 A 3 16 M Total Connected Load: 260.2 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 7.8 kVA 40.00% 3.1 kVA Receptacle 74.1 kVA 56.75% 42.1 kVA Total Connected Load: 260.2 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 223.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 269 A Cooling 0.0 kVA 0.00% 0.0 kVA L Other 178.4 kVA 100.00% 178.4 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 - A 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 1 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. 2. EXISTING CIRCUIT TO BECOME SPARE. ALL LOADS WILL BE RECIRCUITED TO NEW PANELS INSTALLED IN PHASE 1. REFER TO PANELSCHEDULES AND OVERALL PLANS FOR DETAILED INFORMATION. 3. EXISTING CIRCUIT AFFECTED BY SCOPE OF WORK. K E J H 255 S. Orange Avenue EXISTING SQUARE 'D' NF EXISTING SQUARE D NF EXISTING SQUARE D' NF Suite 1600 Name: I A14P Name: 1 RHP Name: 1CHP Orlando, FL 32801 (EXISTING NORMAL BRANCH) (EXISTING NORMAL BRANCH) (EXISTING CRITICAL BRANCH) Phone: 407-841-9050 EiNG1 EEReNc Fax: 407-540-0234 MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno FIRAIt I ITIE CTI OF www.tic-ongineers.com MAIN LUGS: 225 AMPS 4 -WIRE Project Number: 115498 MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 MAIN LUGS: 400 AMPS 4 WIRE Project Number: 115498 QCopyroht 2o16 TLC Engineering for Architecture, Inc, K.A.I.C. : 18 AMPS 208Y/120V Fed From: MSB K.A.I.C. : 18 AMPS 208Y/120V Fed From: IHNDP K.A.I.C. : 35 AMPS 208Y/120V Fed From: lHNDP COA 15 TLC NO: 115498 SURFACE MTD: X X 480Y/277V Location: SURFACE MTD: X X 480Y/277V Location: EXIST. ELEC SURFACE MTD: X X 480Y/277V Location: EXIST, ELEC G FLUSH MTD: 240/120V FLUSH MTD: 240/120V FLUSH MTD: 240/120V SEAL Christopher V. O'Hara, P. E. N Florida License #66504 0 K Load Name Trip Poles A B C Poles Trip Load Name K 0 0 K Load Name Trip Poles A B C Poles Trip Load Name K 0 0 K Load Name Trip Poles A 8 C Poles Trip Load Name K 0 T T T T T T T T ... T T T T ... '44s qviElll t.. 0, 1 20 A LIGHTING - 103,114,116,117, LOUNGE 2 1 1 SPARE 125 A 3 0.0 3.3 I LIGHTS 20 A 1 0.4 0.2 3 20 A EF-25-1 10 2 - -------- 1124� 1 1.9 0.8 ----------- 101-104,107-113 4 41 2.7 1.8 13 1 LIGHTS 20 A I T 7- 0.0 4 3 LIGHTING - HOSPITA 20 A 20 A LIGHTING 3 1 0.4 0.2 - 1 1 _� ­­­ 60%0Ar §JS,;kffPQJCPQ %. I. r,.,, ZA - No 66504 !Z I oi� 0.6 0.2 6 1 20 A CANOPY LIGHTING 6 5 0.0 0.4 5 LIGHTS 20 A 77! 20 A SPACE 8 7 SPACE 0.0 1.2 1 20 A ENTRANCE CANOPY SIGN 8 7 SPARE 125 A 3 0.0 3.3 3 125 A ELEVATOR #1/54 8 7 LIGHTS .6 0.0 -------- 1 0 Ar 0.0 0.0 1.0 Mum 1 20 A LIGHTING - El 10- 120 10 9 0.0 3.3 10 9 CANOPY LIGHT 20 A 1 0.4 SPACE 10 9 SPACE z 0.0 3.3 12 -0 STATE OF 0 F I I LIGHTS LU A 1 6 0.0 SPACE 12 11, SPACE 0.0 0.9 1 20 A LIGHTING - E104-109,121,121-125 12 11 13 CANOPY LIGHTS 20 A 1 0.9 0.4 A LIGHTING CORRIDORS, E-101,102,103 14 13 1 20 1 13, CORRIDOR LIGHTING 20 A 1 0.0 SPACE 14 -N R% 15 SPACE 0 0.0 SPACE 16 15 WAITING A 104 LIGHTING 20 A 1 3.9 0.0 SPACE 16 15, 6 777�= 0.0 0.0 T MR UU J'1A1_1f_- �11�74N`R 17 SPACE SPACE 18 17 SPACE U.0 SPACE 18 17 18 AV� SPACE 20 19 19 SPACE 0.0 0.0 SPACE 20 19 SPACE 0.0 0.0 20 . ......... 77 7 =§7 �77: -7;: 21 SPACE 0.0 0.0 SPACE 221 21 SPACE 0.0 0.0 SPACE 221 1 21 22 123 1 SPACE 0.0 0.0 SPACE 24 1 123 1 SPACE .0 0.0 SPACE 0 24 23 26 25 SPARE 20 A 1 0.0 0.0 SPACE 26 25 SPACE 0.0 0.0 "7 �� " SPACE 26 25 A, 28 0 0 )A 0 .0 27 SPARE 2 SPACE 28 27 SPACE .0 0.0 SPACE 28 27, 0.0 0.0 SPACE 30 29 SPARE 20 A 1 0.0 0.0 SPACE 30 29 SPACE 30 29 SPACE 32 31 32 Zep 31 SPARE 20 A 1 0.0 0.0 SPACE 32 31 SPACE 0.0 0.0 hyrhills 34 E S A I u 0.0 C E 34 k"O SPA 33 0.0 0. ,33, LIGHT 21 .4 33, SPACE 00; .0 1 SPACE 34 1361 mm 35 SPACE 0-0 35 SPACE 0.0 0.0 SPACE 36 0.0 SPACE 36 35 3 37 STEAM STERILIZER RM 109 20 A 3 0.2 0.2 11 20 A OTHER 38 37 SPACE 0.0 0.0 11 SPACE 38 37 0. 2 40 39 SPACE 39 SPACE 40 1391 40 0.0 0. or) 42 11 'SP CF 77, SPACE 142 1411 41 0. 0.2 42 RENOVATION L Phase Connected Load: 4.8 kVA 1.8 kVA 1.8 kVA Phase Connected Load: 5.2 kVA 9.5 kVA 1.3 kVA Phase Connected Load: 6.7 kVA 6.7 kVA CONN. DEMAND DEMAND CONN. DEMAND DEMAND CONN. DEMAND DEMAND LOAD... FACTOR LOAD... LOAD... FACTOR LOAD... LOAD... FACTOR LOAD... 1� D Lighting - Hospital 3.2 kVA 40.00% 1.3 kVA Lighting - Hospital 4.5 kVA 40.00% 1.8 kVA Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA 0 Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 8.4 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 16.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 20. 0 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 6.5 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 13.3 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 20. 0 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 8 A Heating 0.0 kVA 0.00% 0..0 kVA Demand Amps: 16 A Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 24 A Hunton M Cooling 0.0 kVA 0.00% 0.0 kVA Cooling 0.0 kVA 0.00% 0.0 kVA Cooling 0.0 kVA 0.00% 0.0 kVA E Other 5.2 kVA 100.00% 5.2 kVA Other 11.5 kVA 100.00% 11.5 kVA Other 20.0 kVA 100.00% 20.0 kVA co Elevator 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA A R C H I T E C T W X-Ray 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA _J LU Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA .0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0-0 kVA 6 X C Notes: Notes: Notes: 0 1. UTILIZE EXISTING SPACE FOR NEW LOAD. 1. UTILIZE EXISTING SPACE FOR NEW LOAD. 1. EXISTING CIRCUIT TO BE DEMOLISHED AND BECOME SPARE. DATE SUBMISSION NO. W 04.15.16 CONSTRUCTION DOCUMENTS 05.10.16 ADDENDUM NO.1 Cr) 78 2 B J CID PANEL SCHEDULE NORMAL C6 CL BRANCH t5 HNDP 0 F A IAHP 1BHP 1CHP PROJ. NO. H-1502100 SHEET CID DRAWN MHA to E801 Z . 1: 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 U Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 0 7. -7 1 0 2 N 3 0 4 N 5 0 6 0 7 0 8 0 9 E 10 E 11 0 12 0 13 E 14 0 15 0 16 0 17 0 18 0 19 E 20 --qqq R P 0 N M L K J H G F N E T� D 0 0 (n M E LU 0 C LU CL a) N 00 0) 4) 78 B C14 L) to CL (6 0) LO A Co a 0 CL 0 EXISTING SQUARE D I -LINE HCP Name: 1HCBDP MAIN BREAKER: AMPS (EXISTING CRITICAL BRANCH) MAIN LUGS: 800 AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: XTS-CB K.A.I.C.: 65 AMPS Location: SURGACE MTD: X FLUSH MTD: 208/120V 480Y/277V X 240/120V C N K 0 T Load T Identification Trip Poles E N (kVA) S 0 1 2LCBDP VIA T2B 40.0 400 A 3 2 SPARE 0.0 250 A 1 3 SPARE 0.0 250 A 1 4 2HCB 25.0 400 A 3 5 1HCB 20.7 250 A 2 6 SPARE 0.0 50 A 1 2 7 SPARE 0.0 70 A 1 2 8 SPARE 0.0 70 A 1 9 1 10 ICLDP VIA T-lCLDP 62.2 175 A 3 11 12 13 14 15 16 CONN. LOAD... Lighting - Hospital 10.0 DEMAND DEMAND FACTOR LOAD... kVA 40.00% 4.0 kVA Total Connected Load: 147.9 kVA Receptacle 61.8 kVA 58.09% 35.9 kVA Total Connected Load: 147.9 kVA Motor 0.0 kVA 0.00% kVA Total Demand Load: 116.0 kVA Heating 0.0 ___0.0 kVA 0.00% 0. 0 kVA Total Demand Amps: 140 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 76.1 kVA 100.00% 76.1 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 1 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 1 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. 2. EXISTING CIRCUIT TO BECOME SPARE. ALL LOADS WILL BE RECIRCUITED TO NEW PANELS INSTALLED IN PHASE 1. REFER TO PANELSCHEDULES AND OVERALL PLANS FOR DETAILED INFORMATION. I E 2 1 DESIGN SELECTION: SQUARE'D'I-LINE HCP-SU, MAX HEIGHT Name: 1CLDP MAIN BREAKER: 400 AMPS (NEW CRITICAL BRANCH) MAIN LUGS: AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: IHCBDP K.A.I.C.: 25 AMPS Location: ELEC 1307 SURGACE MTD: X FLUSH MTD: 208/120V X 480Y/277V 240/120V C N K 0 T T Identification Load Trip Poles E N (kVA) S 0 1 ICLA 26.2 125 A 3 2 ICLB 12.6 125 A 3 3 ICLC 23.4 125 A 3 4 5 6 7 8 9 . .......... . . ..... 10 11 12 13 14 15 ........... EXISTING SQUARE 'D' NF Name: 1HCB (EXISTING CRITICAL BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C. : 35 AMPS 208Y/120V Fed From: lHCBDP SURFACE MTD: X X 480Y/277V Location: FLUSH MTD: 240/120V N 0 T C K T Load Name Trip Poles A B C Poles Trip Load Name C K T N 0 T I LIGHTING (LTG) 20 A 1 2.5 1.2 1 20 A BED LIGHTING EXAM ROOMS 2 1 3 LIGHTING (LTG) 20 A 1 2.5 1.3 1 20 A BED LIGHTING EXAM ROOMS 4 5 LIGHTING (LTG) 20 A 1 ... ....... . 0.2 0.2 1 20 A LIGHTING ELECT. MECH ROOMS 6 7 SPACE 0.0 1.1 20 A LIGHTING E- 110 THRU 120 8 9 LIGHTING (LTG) SHELL SPACE 20 A 1 0.7 1.1 1 20 A LIGHTING E -104-109,121-124,126 10 1 11 LIGHTING - EXAM ROOMS 20 A 1 1.8 0.0 SPACE 12 1 13 LIGHTING - EXAM ROOMS 20 A 1 1.8 0.0 2 SPACE 141 1 15 LIGHTING - HOSPITAL 20 A 1 1.8 0.0 SPACE 16 1 17 LIGHTING - HOSPITAL EXAM 1106 20 A 1 1.6 0.0 SPACE 18 1 19 LIGHTING - HOSPITAL FAST TRACK... 20 A 1 0.8 0.0 SPACE 20 1 21 LIGHTING - HOSPITAL 20 A 1 2.1 0.0 SPACE 22 23 SPACE 0.0 0.0 SPACE 24 25 SPACE 0.0 0.0 ....... .... laaa SPACE 26 27 SPAC 0.0 0.0 SPACE 281 29 SPACE 31 SPACE 0.0 0.0 SPACE 32 33 SPACE 0.0 0.0 SPACE 34 35 SPACE 0.0 0.0 SPACE 36 37 SPACE 0.0 0.0 SPACE 38 SPACE 41� , 11"fl"!"'TUR ': 0.0 0.0 SPACE 40 _�39 1 PACE 0.0 0.0 SPACE 42 Phase Connected Load: 7.4 kVA 9.6 kVA 3.8 kVA I I I t I - - L -_ I j I - --- - - - - - I I I I I . - - - I I 1 a 2 0 3 0 4 m 5 0 6 m 7 m 8 0 9 0 10 m I 1 0 12 m 13 0 14 0 15 0 16 R 0 P m 0 m N m M 0 L 0 K m i 0 H m G m F m E 0 1� D (Ti a) -E aj -le .� I CD m I� r 0 LU �_ 6 C a) w C r) LLI _F_ CL (D N T `� OD m a) �� - 1z; (1) _0 0 2 FU B 0 0 _j (O 0 �! 5 a) 0� 0 1-:,� D 0 Z) �'4 2 0- 0i U') 0 N � �� C . 1) A b 11� co < (O >1 'O C� P C*4 n �0_ C: - 0 LO E_: I '& �� C U - >1 CL 0 1 1 , I .. � ........ . . , 11 , , , I . 11 - \, ", " - , , , . 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I I - ] . � � I I i � M I : i L ( �v .1 I I 1 4 � __­ ­np3rm" : I � () � I � %ZII I : � � .. I. 11., I. i �t I I I � _.,________, �., , i, I ,-,� I A- i I , : I ­m-�� I " I J& "' �� ... 11.1 It 1 1 i . I 4 , � � I . . i - � 4 ; i I , I I Ill q . . ,� i I i i LIJ . % I I I . . ..: . q � , L � i , ,� ! I 'OR � I CO \,­­ � I ;: ic�. . '' I � , - I, i _ - �p�-.,�.�lwm�,i'�,,&,�4�,%W""tw ELEV ',I : , :� , ,�, I , : I - , . EXAM EXArl'i , RR I : 1 0 : 0 i IF I v� I z I i z \ I I— I -1. EXAM L ._J ii I 1, � �i t \ . -I � EQUIP � I EXAM ! . I � : L-11-1-1-1- I I 1. � ,�������-111,11�ll;��ill,�%�T�,,�yll�,����,,�y,�,�cl,���,�-�,�LI."�l-l�-'ll,�vl-I . : I , � I 1­1 �­­mtt� . I . I ! I i I I . , , � . � * . ii . .i 11 11 , � ­.., I I . I .1 I ,"I I I I i I ­ ,I t� .. .... 4 0 i , i, , I ; it . , I � � I : I �j C,45'r � I , ��,,, ; 1-1 1­.. 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" K ,('�' -"---"' : ., t I I 11 I i .1 Nl� i . . ��' . " . _71--i. � i I i ", . ( . 1. .- I ', ,, - I_ I ; .... I � i. ii i, I \ I : \ : ; \ \ I 1i I : I I . . - - --- - -------- 11 ., - - I 'i I t; : I i . . . .'' � , �T�m-�,�,470U.111 1:�, -1- i �:: , 1 � I I ': I ! I ! ­­­­­---- L I 1.11 q i I I : ! i ��111 , ii �i , � : i 1 " . \ I I I � , 1 4 � � �i . . : I I , � I ; 1.! -I I , i �1 11 I 9 �, . ! � I . �i �� 1 : ,� � t:%t %,� 1. 41 1 I 11 1. I � 11 1 , ,; X I . I I l, z, i I . � I 1 \ i : , ..". I .\ ; � �jt � �� 11, I I \ \ I I 1 �i I ', I i � I � NURSE ' :! .;�­ i .�. $ . 1, � \ M ''I '. � ­ I 1, : : . .. I 1 ` t ! � : � . . I , i . : _" I � . : � . I I . 11 I L t .. I : . . � .,� � EXAM 35 '�� STATION : _ I I I i ! i i : ..- -_ - , I - , =XAM 31 �, f"', , � . I 1­ - __­_.;______­.10I a EXAM 36 EXAM �1 11-1. l..­­ - . ­­­11-: \ \ 1� 1� i � I � � I 11 . t" " - ,� ., : i 11 I- �\ ----I-n .� : []�� , I,,,,, , I77- .r: I i 1� i .1 �1_ ,.,. ; l : 1 1 i �, I : i : t ; i .11 � 11 : i � :: ., i . � : I 1: . I " , : EXAM \ ��,�r­ I : , i ; � ­ . i I I -� I . I '' ,1­ ''I 11��11� 1, I ; . . . , 1-1 I = , � I . . I i 11 � LWIHI:.Ij�­­­ I . : I i �_ I . 9 � � � I , I �[ �. I" __1 , i i \ - , , I 1. I I .- , I I �.) , t, : \ [. 2 �3 , _L I I wl � I b1i _f 2: :]�� I I : C �. 1­. . I � �N i � � I i I . ; I E-E) 2i 1� [_­..11144� F .11---l-11 "I. - I J'. � � � I . : ... .. � . ...... .1, . ....... I .............. - ..... . � 1. ­ . ... _1 I 1. - .1 ...... I I I I ; .. .. ...... .... .... .....-I.I.... . . I .1 I .1 . I . I 46 I ... I .......... -.4.41.1 ... - � ' \ I : � J . , . . I . ..... .. - .. 1. . " :_,.,�,_..�_,'_�, - ...� .... I ... � ... ­­1 ...... __. ­ ..... - - . � � I � .. .. I. . ­­% . . I I . .1 .... ... ... �.. 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" .. . 1.��,,�,�--l���n'l,sl;.,��,.:,��l.-,.�.�..,-�.'�,1.,.;�r..'�.-.,.,.. mi 1- I I I I : i # i \ / : I ; I �/ I RAO <�_. i � ! i I _j N;TUR�- : ! i� i i � ! _n I 1, 4 i . : I t ... .. 11- I - " rl� � . /\ I /" " ""I i l " 11- i " 1. i Z/,., 11 \1 fl, /I m,\ \' ; I ; t : i i I t � � i i f I * 3.9 " f 5.6 � '3. 1 ": 11 I � ; i"\ 'li \,.� "/11 1"­­..­. ", I`, 6 .-1/1' ­­­., - " .. .... __ - . - - - __ 1 TECHNOLOGY DEMO PLAN - 1ST LEVEL - PHASWPE 2 __ __ - __ - 118" = 11-01, I 111111111111 I m 2 0 3 m 4 m 5 --------- _ .'' ­ - ____ - -_ I 2 6 m 7 0 8 m 9 m 10 0 1 1 0 12 0 13 m I . I I I __ - I __ - � __ - .- 0 17 1111 18 m 19 0 20 GENERAL DEMOLITION NOTES� I � 1. DURING THE EXECUTION OF THE WORK, ALL REQUIRED I RELOCATION, REROUTING, ETC., OF EXISTING CABLING, I EQUIPMENT AND SYSTEMS IN THE EXISTING BUILDING AREAS WHERE THE WORK IS REQUIRED, SHALL BE PERFORMED BY THE R CONTRACTOR, AS REQUIRED BY JOB CONDITIONS TO FACILITATE THE INSTALLATION OF THE NEW SYSTEMS. THE OWNER SHALL REQUIRE CONTINUOUS OPERATION OF THE EXISTING SYSTEMS, WHILE DEMOLITION, RELOCATION WORK OR NEW TIE-INS ARE PERFORMED. 0 Z PRIOR TO ANY DEACTIVATION AND RELOCATION OR DEMOLITION WORK, ARRANGE A CONFERENCE WITH ARCHITECT AND THE OWNER'S REPRESENTATIVE IN THE FIELD TO INSPECT EACH OF THE ITEMS TO BE DEACTIVATED, REMOVED OR RELOCATED. !, CARE SHALL BE TAKEN TO PROTECT ALL EQUIPMENT DESIGNATION TO BE RELOCATED AND REUSED OR TO REMAIN IN P OPERATION AND BE INTEGRATED WITH THE NEW SYSTEMS. 1 3. ALL DEACTIVATION, RELOCATION, AND TEMPORARY TIE-INS SHALL BE PROVIDED BY THE CONTRACTOR. ALL DEMOLITION, REMOVAL AND THE LEGAL DISPOSAL OF DEMOLISHED MATERIALS OF SYSTEM DESIGNATED TO BE DEMOLISHED SHALL 0 BE PROVIDED BY THE CONTRACTOR. 4. ALL EXISTING VOICE/DATA CABLES AND CONNECTING HARDWARE NOT TO BE USED AFTER THE NEW INSTALLATION IS L U AS PART OF THE PROJECT SHALL BE REMOVED BY THE SCS 0 CONTRACTOR. ALL EXISTING CABLES TO BE LEFT FOR FUTURE : USE IF INDICATED BY THE OWNER SHALL BE TAGGED FOR THAT I PURPOSF_ 1 5. THE OWNER RESERVES THE RIGHT TO INSPECT THE MATERIAL I SCHEDULED FOR REMOVAL AND SALVAGE ANY ITEMS HE DEEMS 0 USABLE A PARE PA . 6. THE CONTRACTOR SHALL PERFORM ALL WORK IN PHASES AS DIRECTED BY THE OWNER/ARCHITECTURAL PHASING PLAN TO ACCOMPLISH THE PROJECT PROGRESS SCHEDULE. �_� - _,_"�( - I/ , N t __ - - " 0 PLAN NOTES ! , 0 /� 1 1 AREA OF DEMOLITION ASSOCIATED WITH ALTERNATE � ONE, REFER TO ARCHITECTURAL DRAWINGS FOR .1 SCOPE OF WORK. REMOVE OUTLETS AS I A NECESSARY. , - , 0 ! . I , L 0 � K I I m i i I I m . H . � 1 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 N i E N C I N E E R I IN 9 Fax: 407-540-0234 FOR A RCHI 1 ' I G SEAL Christopher V. O'Hara, P.E. 111 Florida License #66504 -_ _P V I'-' t--� �Av_- . 0, -,* m . % /0 .. -. t . C .%. -, \ ,e S,S�* ' :,v t * ,% 1�� - \/ -. .�. � �Z.* 5()4 *� .� - -r: 00 '. - I I I Z; C) : . - = - * : = I = * '. : = - . Of : Z -0, -f E :.;� - , .. S-f P, � F . ,* .. --p .. Nt - -Z �,-- I . -* (1), t� . .001. P Ipt .. -* , Q x .". / (� � � ,�, ��%. t 0 . � , �-! - ---*' 1�� ,�, -7 **f ' - - S I 0 N 00- 'A',%%' -* 0'3 #111111it"10% ____ 0 Florida Hospital Zephyrhills E : ED EXPANSION & ORTHO , . RENOVATION . 0 D Hunton 0, 0 i 0 I A R C H I T E C T S 1 C DATE SUBMISSION NO. - - 04,15.16 CONSTRUCTION DOCUMENTS I ­­- 0-5.10,16 ADDENDUM NO, I I 0 I � ___ - , _ - - - - - ---­­­ I __ I I B - - - I _________,____ I ONE 1111 TECHNOLOGY DEMOLITION PLAN - LEVEL 1 OR PHASE 2 ! ; PROJ. NO. -_ H-15021.00 SHEET A I DRAWN TLC I _­­ - I I T 1 1 2mmmmmmmmi 14 0 15 0 16 m 17 0 18 m 19 0 20 Copyright HuntonlBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave- Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 - . I ; � � - �� I . . .. i. V - I . I . � I . . I .; . I � . I I . I I ,� I . I I I - I I . I I . I , . . - 1 0 2 m 3 0 4 0 5 0 6 0 7 m 8 9 9 m 10 0 11 0 12 n 13 0 14 0 15 0 16 0 17 m 18 0 19 0 20 R 0 P m 0 IN N M m L m K m H m G 0 F D a) -E di 7�5 E T- LU cl� C r) w (D N co 0) a) �0 0 B 0 -i b :D n co (D 0) �? A '0 04 C: L6 2 OL 0 1 1 TECHNOLOGY PLAN - 1ST LEVEL - PHASE 2 1 0 2 m 3 0 4 0 5 0 6 m 7 0 8 0 9 U -4 M" 6 GENERAL NOTES: 1. USE EXISTING CABLE TRAY WHERE AVAILIBLE. PROVIDE ADDITIONAL CABLE SUPPORT WHERE NEEDED. PLAN NOTES 1 PROVIDE CEILING SPEAKER, COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN. SEE SPEAKER DETAIL FOR SPECIFICATION AND INSTALLATION REQUIREMENTS. 2 PROVIDE AUDIO CABLE, MINIMUM 16 AWG, TO THE EXISTING TELECOMMUNICATIONS ROOM NOTED. CONNECT CABLING TO WALL MOUNTED PAGING AMPLIFIER. 3 AREA OF CONSTRUCTION AYS06C&AYTED WITH ALTERNATE ONE, REPLACE EXISTING OUTLETS AS REQUIRED AND PROVIDE OUTLETS AS SHOWN. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N I I N E E R I N r, Fax: 407-540-0234 FOR ARCHITECTDRE www.tic-eng ineers.com @Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 ,A I I YvAF—R V ee 01 N No 66504 lij z 1; STATE OF OR N A V Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton I A R C H IT E C T S DATE SUBMISSION NO. 04.15.1(o CONSTRUCTION DOCUMENT6 05.10,16 ADDENDUM NO. I I TECHNOLOGY PLAN - LEVEL 1 - PHASE2 PROJ. NO. H-15021.00 SHEET DRAWN TLC IT212 10 m 14 0 1 Z) OR 10 OR I 1 0 10 ON I ZI ON zu Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001 744