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7050 Gall Blvd (115)
Hunton Construction Change Directive No.: 1 Revision No.: 2 Project Name: ED Expansion & Ortho Renovation Project No.: H-15027.00 Date: 08.04.16 To: Brasfield & Gorrie A R C H I T E C T S The following change(s) and/or revisions in the contract will be required: Response to AHCA Comments, Response to RFI's, Owner Changes & Outstanding Coordination items Attachments: See attached narrative for list of drawings and specifications Proceed as follows: ❑ Proceed with the work described without change in the contract sum or contract time. If the contractor considers work described in this directive to require adjustment in contract sum or contract time, advise the owner immediately in writing prior to proceeding with work. Owner co -signature is not required for this action. ❑ Submit an itemized proposed change order showing labor and material costs associated With the proposed change, indicating either an increase or decrease in contract sum or contract time and the schedule impact for the work. Do not proceed with this work until directed in writing by the owner. Owner co -signature is not required for this item. ® Proceed with work described in this directive immediately. This work will be included in a future change order after negotiation. Owner signature required. ❑ Proceed with work described in this directive immediately on a not -to -exceed basis as noted above. Owner signature required. When signed by architect and/or owner and received by contractor, this document becomes effective immediately as a Construction Change Directive (CCD) and contractor shall proceed as directed above. HuntonBrady Architects P.A. 800 N. Magnolia Ave. Suite 600 Orlando, FL Name: Signatur Date: W• Contractor: Brasfield & Gorrie 941 West Morse Blvd., Suite 200 Winter Park, FL 32789 Name: Jerry Whitfield Signature: Date: Owner: FH Zephyrhills 7050 Gall Blvd. Zephyrhills, FL 33541 Name: Ryan Willis Signature: Date: Copies To: ❑ CA 3.2 ❑ Owner ❑ Other ❑ Contractor ❑ Other ❑ Other 800 North Magnolia Avenue ■ Suite 600 ■ Orlando, Florida 32803 ■ 407.839.0886 ■ www.huntonbrady.com ■ #AAC001744 VICINITY MAP � O OpenStreetMap contributors 0 HOSPITAL ZEPHYRHILIS ED EXPANSION & ORTHO RENOVATION 7050 GALL BLVD ZEPHYRHILLS, FL 33541 AHCA Log No. 23/100046=1 14 HuntonBrady Project No. H=15027.00 Huntoln ARCH ITE CTS 04.15.16 CONSTRUCTION DOCUMENTS ARCHITECT HUNTONBRADY ARCHITECTSO 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 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., Suite 200 Winter Park, FL 32789 407.562.4500 RAUL L. MACHESKE AR0016073 H-15027.00 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 ■ 53 ■ 6■ 7 ■ 8 ■ 9 ■ 10 ■ ■ ■ �� ■ a ■ ■ J ■ � ■ a ■ 19 ■ 2 R3 P ■ ■ N ■ m ■ ■ I ■ ■ ■ a: ■ I ■ ■ C ■ B ■ D Lie ray A 01 C 0 DRAWING INDEX z O aW 00 UD r Z C Z rx ox XX QX DRAWING INDEX z 0 W 00 r z � Z xr �XxX DRAWING INDEX z 0 W 00 r 0 0cc z r 0x GENERAL FIRE PROTECTION E800 PANEL SCHEDULE MAIN DISTRIBUTION ■ G000 COVER SHEET ■ FP001 GENERAL FIRE PROTECTION INFORMATION ■ E801 PANEL SCHEDULE NORMAL BRANCH ■ G011 SHEET INDEX ■ FP111 FIRE PROTECTION DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ E802 PANEL SCHEDULE NORMAL BRANCH ■ G101 CODE SUMMARY ■ FP112 FIRE PROTECTION DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ E803 PANEL SCHEDULES NORMAL BRANCH ■ G110 LIFE SAFETY PLAN -1ST LEVEL ■ FP121 FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - AREA 1 ■ E804 PANEL SCHEDULE CRITICAL BRANCH ■ G120 LIFE SAFETY PLAN - 2ND LEVEL ■ FP122 FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - AREA 2 ■ E805 PANEL SCHEDULE CRITICAL BRANCH ■ G201 FGI GUIDELINES INFORMATION ■ FP211 FIRE PROTECTION PLAN - LEVEL 1 - PHASE 1 ■ E806 PANEL SCHEDULE LIFE SAFETY BRANCH ■ FP212 FIRE PROTECTION PLAN - LEVEL 1 - PHASE 2 ■ E807 PANEL SCHEDULE EQUIPMENT BRANCH ■ STRUCTURAL FP221 FIRE PROTECTION PLAN - LEVEL 2 - AREA 1 ■ E808 PANEL SCHEDULE EQUIPMENT BRANCH ■ S001 STRUCTURAL GENERAL NOTES ■ FP222 FIRE PROTECTION PLAN - LEVEL 2 - AREA 2 ■ S002 STRUCTURAL GENERAL NOTES, SYMBOL LEGEND AND ABBREVIATIONS ■ FP301 FIRE PROTECTION RISER DIAGRAM ■ TECHNOLOGY T001 GENERAL INFO, LEGENDS & SHEET INDEX - TECHNOLOGY ■ S111 FOUNDATION PLAN -1ST LEVEL - PHASE 1 ■ PLUMBING T010 OVERALL PHASING PLAN 1ST LEVEL ■ S121 FLOOR FRAMING PLAN - 2ND LEVEL - AREA 1 - PHASE 1 ■ P001 GENERAL INFO, LEGENDS & SHEET INDEX - PLUMBING ■ T020 OVERALL PHASING PLAN 2ND LEVEL ■ S131 ROOF FRAMING PLAN - 3RD LEVEL - AREA 1 ■ P111 GRAVITY DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ T111 TECHNOLOGY DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ S201 STEEL SECTIONS AND DETAILS ■ P112 GRAVITY DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ 7112 TECHNOLOGY DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ P113 PRESSURE DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ T121 TECHNOLOGY DEMOLITION PLAN - LEVEL 2 - AREA 1 ■ DEMOLITION P114 PRESSURE DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ T122 TECHNOLOGY DEMOLITION PLAN - LEVEL 2 - AREA 2 ■ D001 DEMOLITION NOTES AND TEMPORARY PARTITION DETAILS ■ P115 MEDICAL GAS DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ T211 TECHNOLOGY PLAN - LEVEL 1 - PHASE 1 ■ D011 CONSTRUCTION PHASING PLAN -1ST LEVEL - AREA 1 ■ P116 MEDICAL GAS DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ T212 TECHNOLOGY PLAN - LEVEL 1 - PHASE 2 ■ D111 DEMOLITION PLAN -1 ST LEVEL - PHASE 1 ■ P121 PLUMBING DEMOLITION PLAN - LEVEL 2 - AREA 1 ■ T221 TECHNOLOGY PLAN - LEVEL 2 - AREA 1 ■ D111 L INTERIM LIFE SAFETY PLAN -1ST LEVEL - PHASE 1 ■ P122 GRAVITY DEMOLITION PLAN - LEVEL 2 - AREA 2 ■ T222 TECHNOLOGY PLAN - LEVEL 2 - AREA 2 ■ D112 DEMOLITION PLAN -1ST LEVEL - PHASE 2 ■ P123 PRESSURE DEMOLITION PLAN - LEVEL 2 - AREA 2 ■ 7301 TECHNOLOGY - ENLARGED PLANS ■ D121 DEMOLITION PLAN - 2ND LEVEL - AREA 1 ■ P124 MEDICAL GAS DEMOLITION PLAN - LEVEL 2 - PHASE 2 ■ T401 TECHNOLOGY - DETAILS ■ D122 DEMOLITION PLAN - 2ND LEVEL - AREA 2 ■ P211 GRAVITY PLAN - LEVEL 1 - PHASE 1 ■ T402 TECHNOLOGY - DETAILS ■ D411 DEMOLITION CEILING PLAN -1ST LEVEL - PHASE 1 ■ P212 GRAVITY PLAN - LEVEL 1 - PHASE 2 ■ D412 DEMOLITION CEILING PLAN -1ST LEVEL - PHASE 2 ■ P221 GRAVITY PLAN - LEVEL 2 - AREA 2 ■ P231 GRAVITY PLAN - LEVEL 3 - AREA 1 ■ ARCHITECTURAL P232 GRAVITY PLAN - LEVEL 3 - AREA 2 ■ A001 MASTER KEYNOTES - NOTES AND SYMBOL LEGEND ■ P311 PRESSURE PLAN - LEVEL 1 - PHASE 1 ■ A002 WEATHERPROOFING NOTES ■ P312 PRESSURE PLAN - LEVEL 1 - PHASE 2 ■ A011 DOOR AND FRAME LEGEND AND IGO ■ P321 PRESSURE PLAN - LEVEL 2 - AREA 2 ■ A012 DOOR SCHEDULES ■ P411 MEDICAL GAS PLAN - LEVEL 1 - PHASE 1 ■ A041 INTERIOR PARTITION TYPES ■ P412 MEDICAL GAS PLAN - LEVEL 1 - PHASE 2 ■ A051 RATED PENETRATION DETAILS ■ P421 MEDICAL GAS PLAN - LEVEL 2 - AREA 1 ■ A052 UL RATED ASSEMBLIES - WALL AND PARTITION ■ P422 MEDICAL GAS PLAN - LEVEL 2 - AREA 2 ■ A053 UL RATED ASSEMBLIES - WALL AND PARTITION ■ P501 PLUMBING DETAILS ■ A054 UL RATED ASSEMBLIES - WALL AND PARTITION ■ P502 PLUMBING DETAILS ■ A055 UL RATED ASSEMBLIES - CONCRETE AND STEEL JOISTS ■ P601 PLUMBING RISER DIAGRAMS - GRAVITY ■ A061 TYPICAL MOUNTING HEIGHTS ■ P602 PLUMBING RISER DIAGRAMS - GRAVITY ■ A071 WALL PROTECTION AND CORNER GUARD DETAILS ■ P603 PLUMBING RISER DIAGRAMS - GRAVITY ■ A110 FLOOR PLAN -1ST LEVEL - OVERALL ■ P604 PLUMBING RISER DIAGRAMS - PRESSURE ■ A111 FLOOR PLAN -1ST LEVEL -PHASE 1 ■ P605 PLUMBING RISER DIAGRAMS - PRESSURE ■ A111D DIMENSION PLAN -1ST LEVEL - PHASE 1 ■ P606 PLUMBING RISER DIAGRAMS - PRESSURE ■ A112 FLOOR PLAN -1ST LEVEL -PHASE 2 ■ P607 PLUMBING RISER DIAGRAMS - MEDICAL GAS ■ A112D DIMENSION PLAN -1ST LEVEL - PHASE 2 ■ P608 PLUMBING RISER DIAGRAMS - MEDICAL GAS ■ A120 FLOOR PLAN - 2ND LEVEL - OVERALL ■ A121 FLOOR PLAN - 2ND LEVEL - AREA 1 ■ MECHANICAL A121 D DIMENSION PLAN - 2ND LEVEL - AREA 1 ■ M001 GENERAL MECHANICAL INFORMATION ■ A122 FLOOR PLAN - 2ND LEVEL - AREA 2 ■ M111 DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ A122D DIMENSION PLAN - 2ND LEVEL - AREA 2 ■ M112 DEMOLITION PLAN - LEVEL 1 - PHASE 2 ■ A130 FLOOR PLAN - 3RD LEVEL - OVERALL ■ M121 DEMOLITION PLAN - LEVEL 2 - AREA 1 ■ A131 FLOOR PLAN - 3RD LEVEL - AREA 1 ■ M122 DEMOLITION PLAN - LEVEL 2 - AREA 2 ■ A150 ROOF LEVEL - OVERALL - PHASE 1 ■ M131 DEMOLITION PLAN - LEVEL 3 - AREA 1 ■ A201 EXTERIOR ELEVATION ■ M132 DEMOLITION PLAN - LEVEL 3 - AREA 2 ■ A231 EXTERIOR WALL SECTIONS ■ M211 DUCTWORK PLAN - LEVEL 1 - PHASE 1 ■ A241 EXTERIOR SECTION DETAILS ■ M212 DUCTWORK PLAN - LEVEL 1 - PHASE 2 ■ A242 EXTERIOR SECTION DETAILS ■ M221 DUCTWORK PLAN - LEVEL 2 - AREA 1 ■ A243 EXTERIOR SECTION DETAILS ■ M222 DUCTWORK PLAN - LEVEL 2 - AREA 2 ■ A251 EXTERIOR PLAN DETAILS AND EXTERIOR GLAZED OPENINGS ■ M231 DUCTWORK PLAN - LEVEL 3 - AREA 1 ■ A311 ENLARGED ELEVATOR PLANS AND SECTIONS ■ M232 DUCTWORK PLAN - LEVEL 3 - AREA 2 ■ A411 REFLECTED CEILING PLAN -1ST LEVEL - PHASE 1 ■ M311 PIPING PLAN - LEVEL 1 - PHASE 1 ■ A412 REFLECTED CEILING PLAN -1ST LEVEL - PHASE 2 ■ M312 PIPING PLAN - LEVEL 1 - PHASE 2 ■ SEAL °Yg�. �°�, v �,.3�a.n 16 73 a PAUL L. NQH� ` 0016073 A421 REFLECTED CEILING PLAN - 2ND LEVEL - AREA 1 ■ M322 PIPING PLAN - LEVEL 2 - AREA 2 0I�/a3 A422 REFLECTED CEILING PLAN - 2ND LEVEL - AREA 2 ■ M501 MECHANICAL SCHEDULES ■ A511 ENLARGED PLANS AND ELEVATIONS - WAITING AREA ■ M601 MECHANICAL DETAILS ■ A512 ENLARGED PLANS AND ELEVATIONS - EXAM ROOMS PHASE 1 ■ M602 MECHANICAL DETAILS ■ A513 ENLARGED PLANS AND ELEVATIONS - TRIAGE, WORK AREA & REGISTRATION ■ M603 MECHANICAL DETAILS ■ M701 MECHANICAL CONTROLS ■ A514 ENLARGED PLANS AND ELEVATIONS - FAST TRACK & EXAM ROOM PHASE 2 ■ ELECTRICAL A515 ENLARGED PLANS AND ELEVATIONS - SECURE HOLD AND OBSERVE CARE ■ E001 GENERAL ELECTRICAL INFORMATION ■ E002 ELECTRICAL ONE -LINE DIAGRAM ■ A516 ENLARGED PLANS AND ELEVATIONS - NURSE STATION ■ E003 ELECTRICAL ONE -LINE DIAGRAM mRoRiDA HosPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION A521 ENLARGED PLANS AND ELEVATIONS - 2ND LEVEL RECEPTION AND NURSE STATION ■ E010 OVERALL PHASING PLAN - LEVEL 1 ■ A522 ENLARGED PLANS AND ELEVATIONS - PATIENT ROOMS ■ E020 OVERALL PHASING PLAN - LEVEL 2 0 A523 ENLARGED PLANS AND ELEVATIONS - PATIENT ROOMS ■ E110 OVERALL ELECTRICAL PLAN - LEVEL 1 ■ A601 INTERIOR ELEVATIONS - TOILETS -1ST LEVEL ■ E111 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - PHASE 1 ■ A602 ENLARGED PLANS & INTERIOR ELEVATIONS - TOILETS - 2ND LEVEL E112 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - PHASE 2 E120 OVERALL ELECTRICAL PLAN - LEVEL 2 A651 INTERIOR SECTION DETAILS ■ E121 ELECTRICAL DEMOLITION PLAN - LEVEL 2 -AREA 1 ■ r Huntun A R C H I T E C T S A661 INTERIOR PLAN DETAILS ■ E122 ELECTRICAL DEMOLITION PLAN - LEVEL 2 - AREA 2 ■ A671 TYPICAL MILLWORK DETAILS ■ E211 POWER PLAN - LEVEL 1 - PHASE 1 ■ A672 TYPICAL MILLWORK DETAILS ■ E212 POWER PLAN - LEVEL 1 - PHASE 2 ■ A711 EQUIPMENT PLAN -1ST LEVEL - PHASE 1 ■ E221 POWER PLAN - LEVEL 2 - AREA 1 ■ A712 EQUIPMENT PLAN -1ST LEVEL - PHASE 2 ■ E222 POWER PLAN - LEVEL 2 - AREA 2 ■ A721 EQUIPMENT PLAN - 2ND LEVEL - AREA 1 ■ E231 ELECTRICAL PLAN - LEVEL 3 - AREA 1 ■ A722 EQUIPMENT PLAN - 2ND LEVEL - AREA 2 ■ E232 ELECTRICAL PLAN - LEVEL 3 - AREA 2 ■ A801 FINISH LEGEND ■ E311 LIGHTING PLAN - LEVEL 1- PHASE 1 ■ A811 FINISH PLAN -1ST LEVEL - PHASE 1 ■ E312 LIGHTING PLAN - LEVEL 1 - PHASE 2 ■ A812 FINISH PLAN -1ST LEVEL - PHASE 2 ■ E321 LIGHTING PLAN - LEVEL 2 -AREA 1 ■ A813 ENLARGED FINISH PLANS -1ST LEVEL - PHASE 1 AND PHASE 2 ■ E322 LIGHTING PLAN - LEVEL 2 - AREA 2 ■ DATE SUBMIS ION NO. 04.15.16 CONSTRUCTION DOCUMENTS -4-e— 4 A821 FINISH PLAN - 2ND LEVEL - AREA 1 E411 FIRE ALARM PLAN - LEVEL 1 - PHASE 1 ■ A822 FINISH PLAN - 2ND LEVEL - AREA 2 ■ E412 FIRE ALARM PLAN - LEVEL 1 - PHASE 2 ■ A911 FLOOR PATTERN PLAN -1ST LEVEL - PHASE 1 ■ E421 IE422 FIRE ALARM PLAN - LEVEL 2 - AREA 1 ■ A912 FLOOR PATTERN PLAN -1ST LEVEL - PHASE 2 ■ FIRE ALARM PLAN - LEVEL 2 - AREA 2 ■ A921 FLOOR PATTERN PLAN - 2ND LEVEL - AREA 1 ■ E511 NURSE CALL PLAN - LEVEL 1 - PHASE 1 ■ A922 FLOOR PATTERN PLAN - 2ND LEVEL - AREA 2 ■ E512 NURSE CALL PLAN - LEVEL 1 - PHASE 2 ■ E522 NURSE CALL PLAN - LEVEL 2 - AREA 2 ■ E601 ELECTRICAL DETAILS ■ E602 ELECTRICAL RISERS ■ E701 ENLARGED TYPICAL ROOMS ■ SHEET INDEX E702 ENLARGED COMMUNICATION & ELECTRICAL ROOMS 0 E703 ENLARGED CEP PLAN ■ PROJ. NO. H-15021.00 SHEET DRAWN Author G 0 11 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 ■ N ■ ■ ■ K ■ �7V H ■ G ■ ■ C ■ I� ■ 04 u (. �.z �. AFS km D M w� Mom, r� EXISTING CONDITIONS OCCUPANCY TYPE - 1-2 HEALTHCARE OCCUPANCY EXISTING CONSTRUCTION TYPE 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), Mechanical The Florida Building Code - 5th Edition (2014), Plumbing The Florida Building Code - 5th Edition (2014), Energy Conservation NEW CONSTRUCTION The Florida Building Code - 5th Edition (2014), Acceaslblllty OCCUPANCY TYPE -INSTITUTIONAL GROUP 1-2 HEALTHCARE OCCUPANCY (FBC 308.4) The Florida Fire Prevention Code - 5th Edition (2014) CONSTRUCTION TYPE (FBC TABLE 601) TYPE -- IB FGI Guidelines for Design and Construction of Health Care Facilities - 2010 Edition 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 11-2010 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 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, 4 TRUSSES) -- 1 HOUR Spray Systems INTERIOR EXIT STAIRS _ 2 HOURS NFPA 11-200S edition, Standard for pry 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 - FIRE ALARM -YES, EXSITING Based Fire Protection Systems AREA OF REFUGE = NOT REQUIRED(FULLY SPRINKLERED BUILDING) NFPA 30-2012 edition, Flammable and Combustible Liquids Code NFPA 31-2011 edition, Standard for the Installation of Oil Burning Equipment BUILDING HEIGHT/STORIES ALLOWED (FBC TABLE 503 4 SECTION 5042) NFPA 45-2011 edition, Standard on Fire Protection for Laboratories Using Chemicals INSTITUTIONAL (1-2)- OCCUPANCY NFPA 50-2001 edition, Standard for Bulk Oxygen Systems at Consumer Sites ALLOWABLE AREA -- UNLLIMITED NFPA 54-2012 edition, National Fuel Gas Code ALLOWABLE HEIGHT -- 5 STORIES ( 4 (TABLE 503) + 1 (SECTION 504,2)) NFPA 55-2010 edition, Compressed Gasses and Cryogenic Fluids Code NFPA 10-2011 edition, National Electrical Code HIGH RiSE CLASSIFICATION: NA NFPA 12-2010 edition, National Fire Alarm and Signaling Code MINIMUM CORRIDOR WIDTH (FBC 1018.2) NFPA 15-2009 edition, Standard for the Protection of Information Technology Equipment 44, NFPA 80-2010 edition, Standard for Fire Doors and Other Opening Protectives 12, IN CORRIDORS, AREAS SERVING GURNEY TRAFFIC NFPA 82-2009 edition, Standard on Incinerators and Waste and Linen Handling Systems and 96, - AREAS REQUIRED FOR BED MOVEMENT Equipment NFPA 88A-2011 edition, Standard for Parking Structures DEAD END CORRIDORS NOT TO EXCEED (FBC 1018.4) NFPA SCA-2012 edition, Standard for the Installation of Air Conditioning and Ventilating 201AISLE OR CORRIDOR (i-2) INSTITUTIONAL Systems NFPA S05-2012 edition, Standard for the installation of Warm Air Heating and Air Conditioning Systems MAXIMUM TRAVEL DISTANCE NOT TO EXCEED (FBC TABLE 1016.1, TABLE 1016.2) NFPA SI-2010 edition, Standard for Exhaust Systems for Air Conveying of Vapors, Gases, (1-2) INSTITUTIONAL -- 200' (SPRINKLERED) (NFPA 101 - 18,4.3.4.2) Mists, and Noncombustible Particulate Solids NFPA S2-2012 edition, Standard for Smoke -Control Systems COMMON PATH OF EGRESS SHALL NOT EXCEED (FBC 1014.3) NFPA 96-2011 edition, Standard for Ventilation Control and Fire Protection of Commercial (1-2) INSTITUTIONAL : 15' (SPRINKLERED) Cooking Operations NFPA 99-2012 edition, Health Care Facilities Code MINIMUM NUMBER OF EXITS NFPA 101-2012 edition, the Life Safety Code (Florida -specific edition) REQUIRED PER LEVEL (FBC TABLE 1021.1) -- 2 EXITS ALL FLOORS HAVE LESS THAN 500 OCCUPANTS EACH NFPA 101A-2010 edition, Guide on Alternative Approaches to Life Safety FLOOR NFPA 1015-2002 edition, Code for Means of Egress for Buildings and Structures MAXIMUM OCCUPANTS OF STORIES WITH ONE EXIT/ SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY - 2S NFPA 102-2011 edition, Standard for Grandstands, Folding and Telescoping Seating, Tents OCC. (FBC TABLE 10212/ TABLE 1015.1) and Membrane Structures NFPA 105-2010 edition, Standard for Smoke Door Assemblies and Other Opening MINIMUM CLEAR DOOR OPENING (FBC 1008.1.1) -- 32, Protectives FOR 1-2 OCCUPANCY USED FOR THE MOVEMENT OF BEDS - 41 1/2, NFPA 110-2010 edition, Standard for Emergency and Standby Power Systems MAXIMUM DOOR LEAF WIDTH (FBC 1006.1.1) 48, NFPA 111-2010 edition, Standard on Stored Electrical Energy Emergency and Standby MAXIMUM PROJECTION INTO SPACE (FBC 1003-3-3) 41 WHEN BETWEEN 21' TO 801 ABOVE FLOOR Power Systems NFPA 204-2012 edition, Standard for Smoke and Heat Venting MAXIMUM AREA OF SMOKE COMPARTMENTS (NFPA 101 - 18.3.1.11: 22,500 SF NFPA 211-2010 edition, Standard for Chimneys, Fireplaces, Vents and Solid Fuel Burning MAXIMUM TRAVEL DISTANCE (ANY POINT iN SMOKE COMPARTMENT TO SMOKE BARRIER DOOR) (NFPA 101 - Appliances 18.3.1.1r 200'-0' NFPA 221-2012 edition, Standard for High Challenge Fire Walls, Fire Walls and Fire Barrier EXiT CAPACITY (NFPA 101 - TABLE 1.3.3.Ir Walls 02 INCHES PER PERSON PER LEVEL TRAVEL NFPA 241-200S edition, Standard for Safeguarding Construction, Alteration and Demolition 0.3 INCHES PER PERSON FOR STAIR TRAVEL Operations NFPA 251-2006 edition, Standard Methods of Tests of Fire Resistance of Building SLEEPING SUITE SHALL NOT EXCEED 1,500 SF. Construction and Materials SLEEPING SUITE OVER 1,500 SF SHALL NOT EXCEED A MAXIMUM 10,000 SF SHALL BE PROVIDED DIRECT NFPA 252-2006 edition, Standard Methods of Fire Tests of Door Assemblies VISUAL SUPERVISION AND AUTOMATIC SMOKE DETECTION (NFPA 101 18,2.5.12.3) NFPA 253-2011 edition, Standard Method of Test for Critical Radiant Flux of Floor Covering Systems Using a Radiant Heat Energy Source OCCUPANT LOAD (NFPA 101 - TABLE 1.3.W NFPA 255-2006 edition, Standard Method of Test of Surface Burning Characteristics of (i-2) INSTITUTIONAL Building Materials AMBULATORY HEALTH CARE- 100 SF/OCCUPANT NFPA 256-2003 edition, Standard Methods of Fire Tests Of Roof Coverings IN -PATIENT TREATMENT DEPARTMENTS - 240 SF / OCCUPANT NFPA 251-2001 edition, Standard on Fire Tests for Window and Glass Block Assemblies SLEEPING DEPARTMENTS - 120 SF/ OCCUPANT NFPA 259-2008 edition, Standard Test Method for Potential Heat of Building Materials (5-2) STORAGE /ME CH/E LEC -- 300 SF/ OCCUPANT (FBC TABLE 1004.12) NFPA 265-2011 edition, Standard Methods of Fire Tests for Evaluating Room Fire Growth Contribution of Textile Coverings on full Height Panels and Walls NFPA 286-2011 edition, Standard Methods Of Fire Test for Evaluating Contribution of Wall SEAL and Ceilin Interior Finish to Room Fire Growth g NFPA 288-2001 edition, Standard Methods of Fire Tests of Floor Fire Door Assemblies OF Ro installed Horizontal) in Fire -Resistant -Rated Floor S stems �R CODE SUMMARY NFPA 418-2011 edition, Standard for Heliports NFPA 101-2010 edition, Standard Methods of Fire Tests for Flame Propagation of Textiles gs and Films NO SCALE AR 0 m° NFPA 103-2012 edition, Standard for Fire Retardant -Treated Wood and Fire -Retardant °° g° Coatings for Building Materials 1 NFPA 104-2012 edition, Standard System for the Identification of the Fire Hazards of p TABLE 1 I T Materials for Emer enc Response NFPA 120-2012 edition, Standard for Installation of Carbon Monoxide Detection and pAUL L, NiACHESKE AR0016073 Warnin E ui meat TYPE t TAPE III TYPE IV TYPE �'' ,BUILDING ELEMA" B A HIT A`r Primary s r=tural fry (see Section 02 �_I 1 0 1 HT Bearing gilts xte err 31 2 2 2 r Interior 3a R 1 [ ,l 101 1HT I 1 O Nonbearing Latta and partitions Table Est nor onbearing watand partitions for r constrr tion and associated s con ail;: f l 0 1 0 H members (see Section 2 2. oa cons ructi:orr and associated sec on a s I b ,s.=u p ,. s m r b is $sue Section 202 NFPA g150a 2010 edition, Standard on Water Mist Fire Protection Systems NFPA 1SO-2004 edition, Standard Test Methods for Fire Tests of Roof Coverings - with FLoRiDA HOSPITAL Revisions thru October, 2008 Zephyrhills NFPA 1963-2009 edition, Standards for Fire Hose Connections NFPA 2001-2012 edition, Standard on Clean Agent Fire Extinguishing Systems Miscellaneous Standards and Testing CpApAHies ED EXPANSION & ORTHO RENOVATION Underwriters Laboratories Inc, (UL)- httpY/database.ul.com/cgi- bin/XYWtemplate/L ISEXT/1FRAME/fireressrch.htmI Warnock Hershey-Intertek, Inc. (WHI) - httpY/www.intertekcom/directories/ American Society of Civil Engineers (ASCE)/SEI 29-2005, Standard Calculation Methods for Structural Fire Protection American Society of Mechanical Engineers (ASME) A11.1-2010/CSA 844-10 (Revision of For is 1 lot= 304,8 m . ASME A11.1-2001 and CSA 544-01), Safety Code for Elevators and Escalators a. Roof supports, Fire -resistance ratIngs of prinnary structural frame and bearing wails are pen-nitted to be reduced by 1 hour when supporting a roof ANSI A14.3-2002, Safety Requirements for Fixed Ladders Hunton 0 only. iCC/ANSI A111.1-2009, Accessible and Usable Buildings and Facilities b. Except in Giroup F-1, H, M and S-1 occupancies, fire protection of et ct-Lir members. shalt not be r Lied, including protection of $roof €naming and decking wirers every part of the �f constrbrctiGn is 0 feet or more above any otar ir�r me iately below. Fire -Tatar nt-treated wood member sha ANSI/BHMA A1563-2008, EXit DeviCBB fir Y d to be used iorsurch unprotected merraba . ANSI/BHMA A156.10-2011, Standard for Power Operated Pedestrian Doors A R C H I T E C T S in all occupancLes, heavy brinber shalf be allowed Where a 1-4iour or loss fire-rosistan e rating is requtr d. ANSI/BHMA A156.19-2001, Standard for Power Assist and Low Energy Power Operated d. An approved a torrrat:ic sprinkler system in accordance with S ctian 903.3.1.1. shall be aimed to be substiWit d for 1- ix fire-r ai t nce-rate DOOrs construction, provided such systam is not: odierWise. requJred by other provisions of the coole or ;jserd for an allowable area increase in accordant pith. Florida Product Approval, FAC SN-3 ; resistance ' shall Section 5.06.E r an aiiowabla height increase in acc rdance with Socton 5 -�-- he 1-hour substitution for i� , si t� ce of exterior walls sha,i n Florida Department of Transportation Design Geometrics and Criteria, Chapter 2 (last rev. DATE SUBMISSION NO. be permitted. on 01/2012) 04.15.16 CONSTRUCTION DOCUMENTS e Net 'less Lan the fire -resistance. rang required b¢y other sections of this code. t. Not less than the trresn-esistance rate ng based on fire se ar-abon distance `see Tate 02 NOTE: This list is not comprehensive. The codes, guidelines, and standards not referenced g. Nat less than the fire -resistance rating as refsenced in Section 704.10 here may be applicable to this project. PROJECT REQUIREMENTS FLORIDA FIRE PREVENTION (5TH EDITION) NFPA 101, CH. 18: TABLE 18.1.6.1 TYPE II (222) ALLOWS FOR GREATER THAN 4 STOREYS SPRINKLERED HEALTHCARE OCCUPANCY BUILDINGS. ALLOWABLE HEIGHT = 5 STORIES ( 4 (TABLE 503) + 1 (SECTION 5042) ) CODE SUMMARY 1 FBC CONSTRUCTION TYPE A15 APPLICABLE CODES AND STANDARDS PROJ. NO. H-15021.00 SHEET DRAWN DMC 1 /8" = 1'-0" NO SCALE G 101 1 ■ ■ 3 ■ ■ 5 ■ ■ 7 ■ 3 ■ 9 ■ 10 ■ 1t ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ ->O 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 ■ ■ ■ ■ ■ 4 1, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ~ w OCCUPANT EXIT CAPACITY VERTICAL EXIT WIDTHS HORIZONTAL WIDTHS ry Q IZ VERTICAL TOTAL p HORIZONTAL (STAIR) EXIT U SQUARE CAPACITY CAPACITY CAPACITY STAIR DOOR STAIR HORIZONTAL HORIZONTAL V AREA FOOTAGE PROVIDED PROVIDED PROVIDED STAIR DOOR WIDTH WIDTH STAIR EXIT WIDTH EXIT WIDTH o (SQUARE PER OCCUPANT (NO. OF (NO. OF (NO. OF WIDTH REQ'D PROVIDED REQUIRED WIDTH REQUIRED PROVIDED C/) COMPARTMENT OCCUPANCY FEET) OCCUPANT LOAD PEOPLE) PEOPLE) PEOPLE) (INCHES) (INCHES) (INCHES) PROVIDED (INCHES) (INCHES) 1A Institutional: Inpatient treatment 11,763 SF 240 SF 50 775 0 775 0 0 0 0 10 155 1 B Institutional: Outpatient 19,629 SF 200 SF 99 715 0 715 0 0 0 0 20 143 1C Institutional: Outpatient 15,813 SF 200 SF 80 1,310 0 1,310 0 0 0 0 16 262 1D Institutional: Outpatient 13,707 SF 200 SF 69 1,070 0 1,070 0 0 0 0 14 214 1 E Institutional: Inpatient treatment 12,736 SF 240 SF 54 0 293 293 32 75 44 88 0 0 1 F Institutional: Inpatient treatment 12,016 SF 240 SF 51 585 153 738 32 41 44 46 11 117 1G Institutional: Sleeping 4,709 SF 120 SF 40 620 0 620 0 41 0 46 8 124 _1 H Institutional: Outpatient 5,774 SF 200 SF 29 330 0 330 0 0 0 0 6 66 11 Institutional: Inpatient treatment 12,884 SF 240 SF 54 0 0 0 0 0 0 0 11 0 1J Institutional: Outpatient 13,361 SF 200 SF 67 720 0 720 0 0 0 0 14 144 122,393 SF 593 6,125 446 6,571 64 157 88 180 110 1,225 1ST LEVEL 122,393 SF 593 6,125 446 6,571 64 157 88 180 110 1,225 Al 1" = 20'-0'* T ps tiQjj Q n J J ' EXAM I EXAM; OFFICE ISOLATION ISOLATIC ' � I nzs A � I ' I OFFICE EXA EMT � pll 0 I LOUNGE _ a! 1 I OFFICE ® ' EXAt Illf PE ON SHUIR EXAt e III STOR +71 EXAt —* EXAt IIII EXAt 11o' EXAt Ilo \ '-'E AM if FEq I � 1 1 I I I I I � I I I I ' A I >a E I r I I r I I I t� STAIR NO. A CAPACITY: 160 ENTRANCE DOOR: 45" / 0.2 = 225 STAIR: 48" / 0.3 = 160 DISCHARGE DOOR: 45" / 0.2 = 225 DISCHARGE LEVEL: 1 ST t�v vr —r-1 ir r LIFE SAFETY PLAN -1ST LEVEL - OVERALL _ = S STAIR NO. C STAIR NO. G CAPACITY: 154 CAPACITY: 154 ENTRANCE DOOR: 41" / 0.2 = 205 ENTRANCE DOOR: 36" / 0.2 = 180 STAIR: 46" / 0.3 = 154 STAIR. 46" / 0.3 = 154 DISCHARGE DOOR: 41" / 0.2 = 205 DISCHARGE DOOR. 39" / 0.2 = 195 DISCHARGE LEVEL: 1ST DISCHARGE LEVEL: 1ST z z T s1H 74 SF STAIR NO. K CAPACITY: 154 ENTRANCE DOOR: 41" / 0.2 = 205 STAIR: 46" / 0.3 = 154 DISCHARGE DOOR: 41" / 0.2 = 205 DISCHARGE LEVEL: GROUND LIFE SAFETY LEGEND FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FVC FIRE VALVE CABINET WITH EXTINGUISHER FB FIRE BLANKET CARD SWIPE / PUNCH PAD - SECURED ACCESS ®- MAGNETIC HOLD OPEN �}t - MAGNETIC LOCK SMOKE DETECTOR HEAT DETECTOR EXIT LIGHT ® FIRE ALARM MANUAL PULL STATION �# FIRE ALARM VOICE EVAC. SPEAKER FIRE ALARM AUDIBLE / VISUAL ALARM FIRE ALARM VISUAL ALARM EXIT ARROW / CLEAR WIDTH LIMITS OF EXIT PASSAGEWAY SMOKE TIGHT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE LIMITS OF SUITES SMOKE RESISTANT PARTITION - _ 1 HOUR RATED FIRE PARTITION -- 2 HOUR RATED FIRE PARTITION 1 HOUR RATED FIRE / SMOKE PARTITION ---- 2 HOUR RATED FIRE / SMOKE PARTITION -•••-•••-••• 3 HOUR RATED FIRE PARTITION -^••--•••- 3 HOUR RATED FIRE / SMOKE PARTITION -•••_-•^••- 4 HOUR RATED FIRE PARTITION -®•_• - 4 HOUR RATED FIRE / SMOKE PARTITION DE LOCKED DOOR INDENTIFICATION RELATING TO THE PATH OF EGRESS LK1 (NFPA 101) FE FREE EGRESS DOOR NO EXISTING OR NEW LOCKING MECHANISMS TO PREVENT EGRESS AC ACCESS -CONTROLLED EGRESS DOOR (7.2.1.6.2 & 18.2.2.2.4) DE DELAYED EGRESS EGRESS DOOR (7.2.1.6.1 & 18.2.2.2.4) LK1 LOCKED DOOR: DOOR NOT CONSIDERED TO BE AN EXIT OR REQUIRED FOR EGRESS LK2 LOCKED DOOR: CLINICAL OR SPECIAL NEEDS (18.2.2.2.4(1) & 18.2.2.2.5) SEAL o`OF AR073 f D A0°. . PAU L L. MACE I AR0016073 ED EXPANSION & ORTHO RENOVATION Hunton WEI A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS LIFE SAFETY PLAN - 1ST LEVEL PROJ. NO. H-15021.00 SHEET DRAWN Author G110 ■ ■ ■ ■ ■ ■ ■ ■ 9 ■ 10 ■ 'i ■ ■ ■ ■ ■ ■ ■ ■ ■ 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♦ ■ ~ w OCCUPANT EXIT CAPACITY VERTICAL EXIT WIDTHS HORIZONTAL WIDTHS Q a VERTICAL TOTAL p HORIZONTAL (STAIR) EXIT STAIR STAIR U SQUARE CAPACITY CAPACITY CAPACITY DOOR DOOR STAIR HORIZONTAL HORIZONTAL V AREA FOOTAGE PROVIDED PROVIDED PROVIDED WIDTH WIDTH WIDTH STAIR EXIT WIDTH EXIT WIDTH 0 (SQUARE PER OCCUPANT (NO.OF (NO.OF (NO.OF REQ'D PROVIDED REQUIRED WIDTH REQUIRED PROVIDED COMPARTMENT OCCUPANCY FEET) OCCUPANT LOAD PEOPLE) PEOPLE) PEOPLE) (INCHES) (INCHES) (INCHES) PROVIDED (INCHES) (INCHES) 2A Institutional: Inpatient treatment 18,883 SF 240 SF 79 0 153 153 32 41 44 46 0 0 213 Institutional: Inpatient treatment 18,211 SF 240 SF 76 0 293 293 32 82 44 88 0 0 2C Institutional: Sleeping 10,347 SF 120 SF 87 605 0 605 0 0 0 0 18 121 2D Institutional: Inpatient treatment 17,780 SF 240 SF 75 0 130 130 32 41 44 39 0 0 2E Institutional: Inpatient treatment 8,434 SF 240 SF 36 0 153 153 32 41 44 46 0 0 2G Institutional: Inpatient treatment 7,350 SF 240 SF 31 0 153 153 32 41 44 46 0 0 2H Institutional: Inpatient treatment 18,528 SF 240 SF 78 0 0 0 32 0 44 0 16 0 21 Institutional: Inpatient treatment 17,114 SF 240 SF 72 0 0 0 32 0 44 0 0 88 116,647 SF 534 605 882 1,487 224 246 308 265 34 209 2ND LEVEL 116,647 SF 534 605 882 1,487 224 246 308 265 34 209 Al 1" = 20'-0" CO R - PAT RM ' 22 --•. ;d. b 235 ab e TLT LT TLM UXLT T LT I TL LT ' T 1234 ' CHART + _ AL F2233 2233 cnRR` -4 - z1E4.:_.__ 1 r r I NOURISH SOIL E-CORR P GLEAN / NUBS ,� RRR E>IUIP-IPF: 'lJLJ�'L— 2 E5 CO R 2221 MEPS %I SiATI N ? JWI EQUIP CART 21 15 + ' r= Y2 2222 1223 2226 _ LCV " PAT RM OFFICE - EJ ° y^p ' I 2224 f 221 T „ _ =- .: 1- J dAN LORR 1- J TLT �. _cam— TO z 6 _ '�2 13 ' 3 - 210r- 22E3 _ 22EI' - _. Lt TL WAITING - <_:._:_-_::__• 1 fxo.• r._s E. s p 5-LOIAICtk� �. 22n ' OFFICE I 3 — 1 2101 MULTIPURPOSE _ 1201 P RM PAT RM PA RM PAT RM PAT RM PAT RM PAT RM 1. ' - OILS -4 2206 10S 21II 2114 2216 1118 + + �� ___ i j 1119 0 0 o 0 0 o STAIR NO. K - 4 + T CAPACITY: 15 + i } t d -_- i ++, ���������������� ��������� ENTRANCE DOOR:41"/0.2=205 _ If „< i �r ( j # ! -1 J447 + + r STAIR: 46" / 0.3 = 154 �{�- DISCHARGE DOOR: 41" / 0.2 = 205 -_ . STAIR NO. B DISCHARGE LEVEL: GROUND SC 2H CAPACITY: 140 18,528 SF ENTRANCE DOOR: 41" / 0.2 = 205 STAIR: 42" / 0.3 = 140 ��� DISCHARGE DOOR: 41" / 0.2 = 205 SC 2 DISCHARGE LEVEL: 1ST 'T ram+++ + ' , `. 10,347 SF + +++ - + + ++r r _+ STAIR NO. J + + + + ++ WAITING CIE LV+T+++ + + + + 11lD2 - 11 I 111 �� ��--� =_— ENTRANCE DOOR: 364/ 0.2 - 180........... .. . d - „ + + w+ HST DISCHARGE DOOR: 36 / 0.2 - 180 - + SC 2E STAIR: 46 / 0.3 - 154 „ �- — �— _ _ _ �' -- 8,434 SF? �E DISCHARGE LEVEL: GROUND ° I _ ` -+[ FE ' ' ELEV LOBBY _ - --- 1 + - - : - a� F.r { Ld - - - - r - - 1 - _rL ++ ++ F++wY ++. +++++++++++++++ - +++ ++r + + ++++ — — — - - r 1 l + tt J Ll i _ 1 - r ++ �n - + n+ r , jL + + u1 �1+ svff PT PN U� I pp #jj{ . NvRito T - - — i i �_ e�19 FLOOR PLAN - 2ND LEVEL - OVERALL -17 - EESTAIR NO. C STAIR NO. D �8 CAPACITY: 154 CAPACITY: 154 ENTRANCE DOOR: 36" / 0.2 = 180 ENTRANCE DOOR: 36" / 0.2 = 180 STAIR: 46" / 0.3 = 154 STAIR: 46" / 0.3 = 154 DISCHARGE DOOR: 36" / 0.2 = 180 DISCHARGE DOOR. 36" / 0.2 = 180 T DISCHARGE LEVEL: 1ST DISCHARGE LEVEL. 1ST 0 0 0 _ STAIR NO. G PROJECT S _ CAPACITY: 154 {j ENTRANCE DOOR: 41" / 0.2 = 205 SCOPE STAIR: 46" / 0.3 = 154 (� DISCHARGE DOOR: 39 / 0.2 = 195 SC 21 � - '. _ _ 1-. — — � (I-.- DISCHARGE LEVEL: 1ST 17,114 SF PAT RM PAT RM PAT RM PAT RM PAT RM PAT RM 2241 2243 2245 224 2245 125 ab ab LIFE SAFETY LEGEND FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FVC FIRE VALVE CABINET WITH EXTINGUISHER FB FIRE BLANKET CARD SWIPE / PUNCH PAD - SECURED ACCESS MAGNETIC HOLD OPEN �- MAGNETIC LOCK SMOKE DETECTOR HEAT DETECTOR EXIT LIGHT ® FIRE ALARM MANUAL PULL STATION FIRE ALARM VOICE EVAC. SPEAKER FIRE ALARM AUDIBLE / VISUAL ALARM FIRE ALARM VISUAL ALARM 44 EXIT ARROW / CLEAR WIDTH LIMITS OF EXIT PASSAGEWAY SMOKE TIGHT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE LIMITS OF SUITES SMOKE RESISTANT PARTITION - 1 HOUR RATED FIRE PARTITION 2 HOUR RATED FIRE PARTITION 1 HOUR RATED FIRE / SMOKE PARTITION - - - 2 HOUR RATED FIRE / SMOKE PARTITION -••-•••-••• 3 HOUR RATED FIRE PARTITION -•••--•••- 3 HOUR RATED FIRE / SMOKE PARTITION -••••-••••® 4 HOUR RATED FIRE PARTITION -••••--••••® 4 HOUR RATED FIRE / SMOKE PARTITION DE LOCKED DOOR INDENTIFICATION RELATING TO THE PATH OF EGRESS K1 (NFPA101) FE FREE EGRESS DOOR: NO EXISTING OR NEW LOCKING MECHANISMS TO PREVENT EGRESS AC ACCESS CONTROLLED EGRESS DOOR (721.6.2 & 18.2.2.2.4) DE DELAYED EGRESS EGRESS DOOR (7.2.1.6.1 & 18.2.2.2.4) LK1 LOCKED DOOR: DOOR NOT CONSIDERED TO BE AN EXIT OR REQUIRED FOR EGRESS LK2 LOCKED DOOR: CLINICAL OR SPECIAL NEEDS (18.2.2.2.4(1) & 18.2.2.2.5) SEAL PAUL L.. MACHESKE AR0016073 FLoRiDA Hose Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T S 04.15.16 CONSTRUCTION DOCUMENTS LIFE SAFETY PLAN — 2ND LEVEL PROJ. NO. H-15021.00 SHEET DRAWN Author G120= 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 1 0 n I I lLJLL_-"I loll III 7 Li Z TLT 2211 77 r- A rfL Z' FGI Guidelines 2.2-22.2.2 REQUIRED: 120 SF MIN CLEAR FLOOR AREA PROVIDED: lb9 SF W) Area (a) Patient rooms shall be constructed to meet the needs of the functional program. (b) Patient rooms shall have a minimum clear floor area of 120 square feet (11.15 square meters) in single -bed rooms and 100 square feet (e.213 square meters) per bed in multiple -bed rooms. (2) Clearances (See bed size, In the glossary.) (a) The dimensions and arrangement of rooms shall be such that there Is a minimum clear dimension of 3 feet (9I,44 centimeters) between the sides and foot of the bed and any wall or any other Fixed obstruction. J15 MEDICAL/SURGICAL ROOM 1/4" = 11-091 7 7 A SEAL yy _, � / Imo_ _ �qe P. /'F�I ti / T*x Sy L R5 3 07aC -F � 4 sa PAUL L. MAN ME''ARUU16U73 �'L_ J' 'CR Ll E // , , ` P fH, VE S"T R -T,TOI,L--ET-- FLoiuDA H sPITAL Zephyrhills ED EXPANSION & ORTHO FGI GUIDELINES 2010 2,2-3.I,3.6(2Xa)-2,I-3.2,I,1 FGI GUIDELINES 2010 22-3.1.3kMa)-2,1-3,211 FGI GUIDELINES 2010 2.2-3,13k(2Xa)-2.1-3211 RENOVATION Hunton 0 FGI GUIDELINES 2010 22-3.1.4.4 (2) REQUIRED: 100 SF MIN CLEAR FLOOR AREA IN REQUIRED: 100 SF MIN CLEAR FLOOR AREA IN RENOVATION REQUIRED: 120 SF MIN CLEAR FLOOR AREA RENOVATION AREA AREA REQUIRED: 60 SF MIN CLEAR FLOOR AREA PROVIDED: 131 SF CLEAR MIN WALL LENGTH 11-01 A R C H I T E C T S PROVIDED: 116 SF CLEAR PROVIDED: 122 SF CLEAR MAX WALL LENGTH Ill -ON TREAT/ EXAM ROOM REQUIREMENTS: TREAT/ EXAM ROOM REQUIREMENTS: TREAT/ EXAM ROOM REQUIREMENTS: (2.1- 32.1.3, 2.2 - 313,6(2Xb) PROVIDED: 135 SF DATE SUBMISSION NO. 21-313,6(2Xb) (1) An examination light (2.1-3213, 2.2-313.6(2Xb) (1) An examination light (1) An examination light (11) A hand -washing station ROOM REQUIREMENTS: 2�-314*3) 04.15.16 CONSTRUCTION DOCUMENTS - (11) A hand -washing station (11) A hand -washing station (111) Storage facilities for supply (a) All finishes, light fixtures, vents and diffusers, and (111) Storage facilities for supply (111) Storage facilities for supply OWA desk, counter, or shelf space for writing or sprinklers shall be tamper resistant 00A desk, counter, or shelf space for writing or 00A desk, counter, or shelf space for writing or electronic documentation (b) There shall not be any electrical outlets, medical gas electronic documentation electronic documentation (v) A work counter(s) outlets, or similar devices, (v) A work counter(s) (v) A work counter(s) (vi) A cabinet(s) (c) There shall be no sharp corners, edges, or protrusions, (vi) A cabinet(s) (vi) A cabinet(s) (vil) Space for medical equipment and the walls shall be free of objects or accessories of any (vil) Space for medical equipment (vii) Space for medical equipment (vIP) A vision panel designed for patient visual kind. (vill) A vision panel designed for patient visual (vill) A vision panel designed for patient visual privacy adjacent to and/ or in the door (d) Patients room doors shall swing out and shall have door privacy adjacent to and/ or In the door privacy adjacent to and/ or In the door hardware on the exterior side only. The min, width of the door shall be 44, (1,12 meters) (e) A small impact -resistant view panel or window shall be FGI GUIDELINES INFORMATION provided In the door for discreet staff observation of the patient, A4 ED TREAT/ROOM (RENOV) A8 ED TREAT/ROOM (RENOV) Al2 ED TREAT/ROOM (NEW) A15 SECURE HOLD ROOM PROJ. NO. H-15021,00 SHEET DRAWN DMC G201MMMMMMMMINJ 1/4" = 11-011 1/4" = 11-011 1/4" = 11-011 1/4'1=11-011 6 1 ES 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 License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 DESIGN CRITEfRI A CONCRETE AND IREiNFORCiNG R ■ P ■ O ■ N ■ M ■ L ■ K ■ J H ■ C_ U G 0 U o ■ 1L E N N F I 0 N Q iv r' E E F_ a� 0 0 ■ 0 0 m 11 0 D 3 0 0 V) I r ■ 0 N 00 Ln IC C_ U Q a_ ■ 0 U O o B D a i ' m m ■ U 0 N U U � A D � U n c 0 i� U_ C rn L ri 0 D1 ALL WORK SHALL CONFORM TO AT LEAST THE MiNiMUM STANDARDS OF THE FLORIDA BUILDING CODE (FBC), FIFTH EDITION (2014). D2 DESIGN LOAD VALUES ARE INDICATED ON THE APPROPRIATE SHEETS AS FOLLOWS: FLOOR FRAMING DESIGN - SHEET 8121 ROOF FRAMING DESIGN - SHEET 5131 WIND DESIGN - SHEET 5i21 D3 TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE. D4 EVERY REASONABLE EFFORT HAS BEEN MADE TO ENSURE COORDINATION BETWEEN THESE DRAWINGS AND THE BOUND STRUCTURAL SPECIFICATIONS. SHOULD THERE BE ANY DISCREPANCIES, THE CONTRACTOR SHALL THEN REQUEST A CLARIFICATION iN WRITING. FLORIDA PRODUCT ,AFFROVAL / NOTICE OF ACCEFITANCE FPAi THE STRUCTURAL ROOF DECKS) FOR TH15 PROJECT HAVE BEEN DESIGNED TO BE COMPLIANT WiTH THE CODES AND PRESSURES LISTED HEREIN. ANY PRODUCTS INSTALLED OVER THE STRUCTURAL DECK(S) SHALL HAVE BEEN TESTED AS AN ASSEMBLY, INCLUSIVE OF THE STRUCTURAL DECK, AND SHALL BE SUBMITTED FOR APPROVAL WITH THE FPA/NOA CLEARLY IDENTIFIED. FAILURE TO PROVIDE THiS INFORMATION SHALL BE CAUSE FOR REJECTION BY THE ARCHITECT AND BBM STRUCTURAL ENGINEERS, INC. ALL WARRANTIES MUST BE PART OF THE ROOFING SUBMITTAL. ANY WARRANTY CONTAINING LANGUAGE WHICH "EXCLUDES GALE AND/OR HURRICANE FORCE WIND DAMAGE", OR "EXCLUDES DAMAGE FROM GALE AND/OR HURRICANE FORCE WINDS", OR ANY OTHER SIMILAR VERBIAGE, SHALL BE REJECTED AND THE ENTIRE PRODUCT ASSEMBLY SHALL NOT BE PERMITTED FOR USAGE ON THE PROJECT. FPA2 RATIONAL ANALYSIS OF THE ROOF SYSTEM SHALL NOT BE PERMITTED WiTHOUT THE WRITTEN CONSENT OF THE OWNER, ARCHITECT AND ENGINEER, AND THEN, ONLY WHERE PERMITTED BY THE LOCAL JURISDICTION HAVING DiRECT AUTHORITY. GENERAL GI THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRiOR TO FABRICATION OR START OF CONSTRUCTION. G2 THE GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, THE WORK PERSONS AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL SUPERVISE AND DiRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. G3 NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED iN STRENGTH. G4 THE GENERAL CONTRACTOR SHALL COORDINATE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED AND SUPPORTED ITEMS WHICHAFFECT THE STRUCTURAL DRAWINGS AND NOTIFY THE ARCHiTECT/ENGiNEER OF ANY DISCREPANCIES. G5 ALL SHOP DRAWING SUBMITTALS SHALL BE SUBMITTED ViA ELECTRONIC MEDiA (i.e. PDF OR DWF FORMAT). HARD COPY SUBMITTALS WILL NOT BE ACCEPTED. 1. SUBMITTALS SHALL NOT BE SECURED IN ANY FORMAT THAT WiLL PREVENT COMMENTS FROM BEiNG ADDED. 2. SUBMITTALS THAT ARE REQUIRED TO BE SIGNED AND SEALED SHALL BE SUBMITTED WITH A VISIBLE iNK SEAL OR SHADED RAISED SEAL AT TiME OF FIRST SUBMITTAL. G6 ANY SUBMITTALS RECEIVED BY ARCH/ENG THAT HAVE NOT BEEN CHECKED BY THE GC AND HIS SUBCONTRACTOR SHALL BE RETURNED WITHOUT REVIEW. G-1 ALL SECTIONS AND DETAILS SHALL BE CONSTRUED TO BE TYPICAL OR SiMiLAR UNLESS ANOTHER SECTION OR DETAIL i5 NOTED. GS ANY CONFLICTS NOTICED, OR OBSERVED, BETWEEN THE WRITTEN SPECIFICATIONS AND THE CONSTRUCTION DOCUMENTS DURING PROJECT BiDDiNG OR PROJECT CONSTRUCTION SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE STRUCTURAL ENGINEER -OF - RECORD. iF SUCH DISCREPANCY IS NOT NOTICED OR BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER -OF -RECORD FOR WRITTEN CLARIFICATION, THE CONTRACTOR/ SUBCONTRACTOR SHALL PROVIDE, AT PROJECT BID OR DURING PROJECT CONSTRUCTION, THE MORE STRINGENT AND/OR MORE COSTLY OF THE TWO ITEMS iN THE BID AND/OR FINAL INSTALLATION. GS "BBM STRUCTURAL ENGINEERS" ASSUMES NO RiSK OR LIABILITY FOR THE SITE SAFETY OR WELL-BEING OF ANY CONTRACTOR, SUB- CONTRACTOR NOR THEiR EMPLOYEES DURING THE CONSTRUCTION OF THE PROJECT CONTAINED iN THESE DOCUMENTS. G10 GENERAL CONTRACTOR/CONSTRUCTION MANAGER SHALL SUPPLY ALL SUB -CONTRACTORS WITH THE STRUCTURAL GENERAL NOTE SHEETS AS WELL AS THE STRUCTURAL DRAWINGS. Gil THE STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED iN FULL CONFORMANCE WITH THE "OSHA STEEL ERECTION STANDARD". iF THE CONSTRUCTION DRAWINGS DEVIATE FROM THE OSHA STANDARD THEN THE FABRICATOR SHALL PROVIDE SUBMITTALS THAT CLEARLY INDICATE THE DEVIATION WiTH A REVISION CLOUD AND REQUEST APPROVAL FROM "BBM" TO MAKE THE CHANGE SO THAT CONFORMANCE WiTH THE OSHA STANDARD iS ASSURED. G12 THE CONTRACTOR'S MEANS AND METHODS SHALL FULLY CONFORM TO THE REQUIREMENTS OF SEI/ASCE 31 (DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION) UNTIL ALL OF THE STRUCTURAL ELEMENTS ARE IN PLACE AND HAVE RECEIVED THE INSPECTOR'S APPROVAL. G13 REFER TO ARCHITECTURAL DRAWINGS FOR ROOF COVERINGS. ROOFS SHALL BE INSPECTED BY A LICENSED ENGINEER/ ARCHITECT AND A REPRESENTATIVE OF THE ROOFING MANUFACTURER AND REPORTS SHALL BE SUBMITTED TO THE OWNER AND ARCHITECT. G14 DIMENSIONS AND ELEVATIONS SHOWN FOR EXISTING CONSTRUCTION ARE APPROXIMATE. DIMENSIONS AND ELEVATIONS SHOWN ARE NOT FIELD MEASURED. CONTRACTOR SHALL FIELD VERIFY AND/OR DETERMINE DIMENSIONS, ELEVATIONS AND GEOMETRY OF EXISTING CONSTRUCTION. REPORT DISCREPANCIES TO ARCHITECT IMMEDIATELY. 5L,A5 ON GRADE SOG1 UNLESS NOTED OTHERWISE iN THE GEOTECHNICAL REPORT, COMPACT INTERIOR FiLL TO eE9% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM SOiL COMPACTION SHALL BE FiELD-CONTROLLED BY A REPRESENTATIVE TECHNICIAN OF A QUALIFIED LABORATORY. EACH LAYER OF FiLL SHALL NOT EXCEED 12" THiCK AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF NEXT LAYER DEMOLITION DE1 THE CONTRACTOR SHALL TEMPORARILY BRACE AND/OR SPORE EXISTING AND NEW CONSTRUCTION AS REQUIRED TO ENSURE THE STRUCTURAL STABILITY iS NOT COMPROMISED. BRACING AND/OR SHORING SHALL REMAIN iN PLACE UNTIL THE STRUCTURAL WORK 18 COMPLETE AND HAS BEEN INSPECTED BY A TESTING AGENCY AND IS CERTIFIED TO BE iN SUBSTANTIAL COMPLIANCE W/ PLANS AND SPEC IF ICAT IONS, DE2 CONTRACTOR SHALL SUBMIT FOR ENGINEER'S APPROVAL A SHORING PLAN WiTH SECTIONS AND CALCULATIONS, SiGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS PROJECT LOCATION. DE3 ALL $PORING SHALL REMAIN iN PLACE UNTiL REINFORCING AND STRUCTURAL ELEMENTS ARE iN PLACE AND IN CONFORMANCE WiTH PLANS AND SPECIFICATIONS. Cl A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD TESTING INCLUDING SLUMP TESTS AND CYLINDER BREAKS TO ENSURE CONFORMANCE WiTH PLANS AND SPECIFICATIONS (iF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. C2 CONCRETE WORK SHALL CONFORM TO ACi 318-1i BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. C3 ALL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: EXPOSURE CATEGORIES & CLASSES LOCATION 28 DAY STRENGTH SLUMP COARSE AGGREGATE(S) COMMENTS (PER ACI 318-11 SECTION 4.2.E F I S I P C FOUNDATIONS 3000 PSi 4" +/- 1" 1" FO S0 PO Co SLAB -ON -GRAPE: FOOT TRAFFIC 3000 PSI 4" +/- i" 1" FO 50 PO co TiE BEAMS AND TiE COLUMNS 3000 PSI 6" 1" 3/8" F0 S0 PO co (MAX 50' BETWEEN COLD JOINTS) ELEVATED SLABS (FORMED), 3000 PSI 4" +/- 1" 3/8" 4 1" FO S0 PO C0 ELEVATED SLABS (MTL DECK) FiLLED CELL, PRECAST COARSE LINTELS 4 BOND BEAM GROUT 2500 1061 8" TO i1" GROUT: 3/8" N/A (ASTM C416) - SEE NOTE 7 FiNE GROUT: NONE NOTES: 1. SLUMP FOR RAMPS AND SLOPING SURFACES SHALL NOT EXCEED 4. 2. ALL SLAB MiXES SHALL HAVE A MAXIMUM SAND TO TOTAL AGGREGATE RATiO OF 0.50. 3. A 2" OR 3" PUMP SHALL BE ACCEPTABLE FOR COLUMNS, CELL FiLL AND TIE BEAMS BUT WiLL NOT BE ALLOWED FOR FOUNDATIONS, SLABS, TiLT-UP PANELS AND CONCRETE BEAMS. 4. READYMIX SUPPLIER SHALL DESIGN THE MiXES THAT CONTAIN MULTIPLE AGGREGATES TO BE WELL GRADATED. 5. SLABS SHALL NOT BE AIR ENTRAINED. 6. SEE MASONRY NOTE M19 FOR TESTING REQUIREMENTS OF GROUT TO BE USED TO FILL CORES OF CMU. C4 CONCRETE MiX DESIGN SUBMITTALS: I. EACH MiX DESIGN SHALL BE LABELED TO INDICATE THE AREA iN WHICH THE CONCRETE iS TO BE PLACED (I.E. FOUNDATIONS, SLAB - ON -GRAPE, COLUMNS, ETC.). FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS. 2. PROPOSED MIX DESIGN SHALL BE iN ACCORDANCE WiTH METHOD 1 OR METHOD 2 OF ACI 301. PROVIDE SUPPORTING DATA iN TABULAR FORM FOR EACH SEPARATE PROPOSED MiX. 3. SUBMIT CONCRETE MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. C5 REBAR SHALL CONFORM TO ASTM-615 GRADE 60. WELDED WiRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE LAPPED MINIMUM ONE MESH + 2" WHERE SPLICED. ALL REINFORCING SHALL BE DOMESTICALLY PRODUCED. ALL REBAR THAT i8 TO BE WELDED SHALL BE LOW ALLOY ASTM A106 GRADE 60. C6 SPL ICES AND ANCHORAGE OF RE iNFORCiNG SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): WELDED WiRE FABRIC: 8" ALL OTHER: *6 BAR 4 SMALLER: 48 DIA (12" MiN) r BAR 4 LARGER: 60 D iA C-1 COVER FOR REINFORCING SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 311 CONCRETE EXPOSED TO EARTH OR WEATHER: 41 THRU 416 BARS: 211 *5 BAR, W31 OR D31 WIRE AND SMALLER: 1 1/2" CS REINFORCEMENT iN WALLS, FOOTINGS AND BEAMS SHALL BE CONTINUOUS AND LAPPED 48 BAR DiA AT SPLICE UNLESS OTHERWISE NOTED. HOOK AND LAP ALL CORNER AND INTERSECTING BARS. (SEE REINF DEVELOPMENT DETAIL). STI<'UCTUSAL STEEL 551 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (iF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. $52 FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WiTH THE LATEST VERSION OF RISC 360-10. 583 MATERIAL SPECIFICATIONS: ALL STEEL SHALL BE PRODUCED DOMESTICALLY. ROLLED SHAPES, PLATES AND BARS: ASTM A36, EXCEPT WIPE -FLANGE 4 WT SECTIONS, WHiCH SHALL BE ASTM Ae92, BOLTED STRUCTURAL CONNECTIONS: UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE 3/4"O ASTM A325, TYPE N. BOLTS INDICATED LESS THAN 5/6"0 SHALL BE ASTM A30-1. WELDED CONNECTIONS: ELECTRODES - E10XX UNO (LOW HYDROGEN). FiLLET WELDS SHALL BE 3/16" UNO. 554 HIGH -STRENGTH FIELD -BOLTED CONNECTIONS SHALL BE INSTALLED, TIGHTENED, TESTED AND INSPECTED ACCORDING TO "SPECIFICATION FOR STRUCTURAL JOINTS USiNG ASTM 4325 OR A490 BOLTS" BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RC -SC). ALL BOLTS iN STEEL TO STEEL CONNECTIONS SHALL BE BROUGHT TO A "SNUG-TiGHT" CONDITION, AS DEFINED IN THE SPECIFICATION. ALL BOLTS iN STEEL TO EMBED CONNECTIONS SHALL BE FINGER -TIGHT WITH PEENED THREADS. SLiP-CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPECIFICATION. Al STRUCTURAL GENERAL NOTES AND SYMBOL LEGEND 3/4"=1'-0" 565 BRACE AND MAINTAIN ALL STEEL iN ALIGNMENT UNTiL OTHER PARTS OF PiA3 CONCRETE ANCHORS: CONSTRUCTION NECESSARY FOR PERMANENT SUPPORT ARE COMPLETED. A. MECHANICAL ANCHORS FOR USE IN CRACKED AND UNCRACKED CONCRETE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY SHALL HAVE BEEN TESTED AND QUALIFIED FOR USE iN ACCORDANCE WITH SHORING AS REQUIRED FOR THE STABILITY OF THE STEEL FRAME UNTIL ACi 355.2 AND ICC-ES AC193. PRE -APPROVED MECHANICAL ANCHORS ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND BUILDING IS INCLUDE. - ENCLOSED. 1. HILTi KWiK BOLT TZ OCC-E$ ESR-IS11) SSto ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF "THE 2• HILTI PUS EZ SCREW ANCHOR (ICC-ES ESR-3056) STANDARD CODE FOR WELDING iN BUILDING CONSTRUCTION" OF THE 3. -SIMPSON STRONG-TiE "STRONG -BOLT 2" (ICC-ES ESR-3031) AMERICAN WELDING SOCIETY. 4. SIMPSON STRONG-TiE "TiTEN-HD" (ICC-ES ESR-2113) 5• POWERS 'POWER -STUD+ SDi" (ICC-ES ESR-2818) 551 SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS 6. POWERS POWER -STUD+ SD2 (fCC-ES ESR-2502) INCLUDING PROFILES, SIZES, SPACING AND LOCATIONS OF STRUCTURAL 7. POWERS "POWER -STUD+ 8D6" (ICC-ES ESR-3411) (316 STAINLESS STEEL) MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOADS AND 8. POWERS "WEDGE -BOLT+" (iCC-ES ESR-2526) TOLERANCES. a. POWERS "SNAKE+" (iCC-ES E6R-2212) SSS ALL STEEL EXPOSED TO WEATHER SHALL BE POT DiP GALVANIZED iN E,. ADHESIVE ANCHORS FOR USE iN CRACKED AND UNCRACKED CONCRETE ACCORDANCE WiTH ASTM A123 FOR MEMBERS AND ASTM A153 FOR CONNECTION ELEMENTS, EXCEPT THAT ALL ARCHITECTURALLY EXPOSED SHALL BE INSPECTED AS FOLLOWS. AT THE ONSET OF EACH APPLICATION, STRUCTURAL STEEL (AESS) SHALL BE BLAST CLEANED AND COATED iN A MANUFACTURER'S REPRESENTATIVE MUST BE PRESENT TO WiTNESS AT ACCORDANCE WITH THE STRUCTURAL STEEL AND PAiNT SPECIFICATIONS. LEAST FiVE COMPLETE INSTALLATIONS. INSTALLERS MUST BE TRAINED BY THE MANUFACTURER AND MANUFACTURER SHALL SUBMIT DOCUMENTATION S89 STRUCTURAL STEEL SHALL RECEIVE A SHOP COAT OF PRIMER (COLOR TO THE CONTRACTOR INDICATING TRAINING PAS TAKEN PLACE. TRAINED AS DIRECTED BY ARCHITECT) EXCEPT THOSE AREAS WHiCH WILL INSTALLERS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE RECEIVE SPRAY -ON FiRE PROTECTION, OR WHERE HEADED STUDS ARE CONTRACTOR THAT ALL ANCHORS HAVE BEEN INSTALLED PER THE MPil. TO BE WELDED. CONTRACTOR SHALL SUBMIT THiS DOCUMENTATION TO THE SEOR. ANCHORS SHALL ALSO HAVE BEEN TESTED AND QUALIFIED FOR USE iN S810 THE STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED iN FULL ACCORDANCE WiTH iCC-ES AC308. PRE -APPROVED ADHESIVE ANCHORS CONFORMANCE WITH THE "OSHA STEEL ERECTION STANDARD". iF TPE INCLUDE THE FOLLOWING PRODUCTS: CONSTRUCTION DRAWINGS DEVIATE FROM TPE OSHA STANDARD THEN 1 HiLTI THE FABRICATOR SHALL PROVIDE SUBMITTALS THAT CLEARLY INDICATE a. HiLTI PIT-HY 200 SAFE SET SYSTEM WiTH THE HiLTI NIT-Z ROD PER THE DEVIATION WITH A REVISION CLOUD AND REQUEST APPROVAL FROM ICC E5R-3181. BBM TO MAKE THE CHANGE SO THAT CONFORMANCE WiTH THE OSHA 6. HILTI HIT-HY 200 SAFE SET SYSTEM WiTH HiLTI HOLLOW DRILL BiT STANDARD i8 ASSURED. (TE-CD OR TE-YD) WiTH HAS-E THREADED ROD PER iCC ESR-3181, c. HILTI HY 200 ADHESIVE ANCHOR USiNG TRADITIONAL CLEANING ENGNEEIRiNG REQUiIRE�IENTS ' COPE),2 COMPRESSED ESSEIs ASLElu 5SFECALTY MRSSORZE RU5H, ER WITH AMlIRE AND 2 MORE BLOWS, (2x2x2 CLEANING METHOD) PER iCC ESR-318-l. d. HiLTi PiT-RE 500-SD EPDXY ADHESIVE ANCHORING SYSTEM WiTH SE EXTERIOR CURTAIN WALLS SHALL BE DESIGNED BY THE VENDOR'S HAS-E THREADED ROD PER ICC ESR-2322 FOR SLOW CURE SPECIALTY ENGINEER AND SHALL INCLUDE FRAME, GLASS, GLAZING AND APPLICATIONS. CONNECTIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SiGNED, DATED AND SEALED BY A STRUCTURAL ENGINEER 2. SiMPSON STRONG -TIE "SET-XP" OCC-ES ESR-2508) REGISTERED iN THE SAME STATE AS THE PROJECT LOCATION. DESIGN 3. SiMPSON STRONG-TiE "AT-XP" (iAPMO UES ER-263) LOADING($) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING 4. POWERS "PURE 110+" (ICC-ES ESR-32e8) CODE (SEE DESIGN CRITERIA FOR APPLICABLE BUILDING CODE). THE 5. POWERS AC100+ GOLD (ICC-ES ESR-2582) VENDOR SHALL PROVIDE WINDOW WALL REACTIONS TO THE ARCHITECT. PiA4 POWDER -ACTUATED FASTENERS (PAF) SHALL BE BY SIMPSON STRONG -TIE SE2 ALUMINUM AWNINGS, WALKWAY CANOPIES AND THEiR FOUNDATIONS SHALL (ICC-ES ESR-2138), PiLTi (ICC-ES ESR-1663), POWERS "POWER DRIVEN BE DESIGNED BY THE FABRICATOR'S SPECIALTY ENGINEER AND SHALL FASTENERS" (ICC-ES ESR-1995) OR ENGINEER -APPROVED EQUAL. INCLUDE FRAME, COVERING AND CONNECTIONS. SHOP DRAWINGS SHALL PIA$ GAS -ACTUATED FASTENERS (GAF) SHALL BE BY SiMPSON STRONG -TIE BE SUBMITTED FOR REVIEW AND MUST BE SiGNED, DATED AND SEALED BY OCC-ES ESR-2811), HiLTi (ICC-ES ESR-1-152), POWERS "TRAK-iT C5 A STRUCTURAL ENGINEER iN THE SAME STATE AS THE PROJECT LOCATION. FASTENERS" OCC-ES ESR-3215) OR ENGINEER -APPROVED EQUAL. DESIGN LOADING(S) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE. (SEE DESIGN CRITERIA FOR THE APPLICABLE BUILDING CODE). ALUMINUM WALKWAY CANOPY MANUFACTURER SHALL PROVIDE CONCRETE SUB -CONTRACTOR BIDDERS WITH FOUNDATION AND REINFORCING REQUIREMENTS FOR THEiR CANOPY SYSTEM PRiOR TO BID. 5E3 EXTERIOR LIGHT STEEL FRAMING, INCLUDING BUT NOT LiMiTED TO: WALLS, EXTERIOR CEILINGS, FASCIAS AND SOFFITS SHALL ESE DESIGNED BY A SPECIALTY ENGINEER. STRUCTURAL ELEMENTS HAVE BEEN PROVIDED FOR THE ATTACHMENT OF THE LIGHT STEEL FRAMING. THE LIGHT STEEL SYSTEM SUPPLIER SHALL DESIGN AND DETAIL ALL CONNECTIONS TO THESE ELEMENTS. ANY FURTHER ELEMENTS REQUIRED FOR THE SUPPORT SHALL BE DESIGNED AND SUPPLIED AS PART OF THE LIGHT STEEL SYSTEM. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND MUST BE SIGNED, DATED AND SEALED BY AN ENGINEER REGISTERED iN THE SAME STATE AS TPE PROJECT LOCATION. DESIGN LOADING($) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE (SEE DESIGN CRITERIA FOR THE APPLICABLE BUILDING CODE) AND MAXIMUM DEFLECTIONS SHALL BE AS FOLLOWS: L/600 (BRICK VENEER), L/360 (STUCCO) 4 L/240 (FLEXIBLE FINISHES). A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WiTH PLANS AND SPECIFICATIONS (iF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER SE4 CONTRACTOR SHALL SUBMIT FOR ENGINEER'S APPROVAL A SHORING/ RE-SPORiNG PLAN WiTH SECTIONS AND CALCULATIONS, SiGNED, DATED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS PROJECT LOCATION. SE5 PROVIDE ENGINEERED SUBMITTALS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER REGISTERED iN THE SAME STATE AS THE PROJECT LOCATION, FOR ALL MECHANICAL, ELECTRICAL AND PLUMBING SUPPORTS OR ATTACHMENTS NOT INCLUDED WiTHiN THE CONSTRUCTION DOCUMENTS FOR ALL ITEMS THAT REQUIRE ANYTHING OTHER THAN THE MANUFACTURER'S STANDARD HARDWARE OR ARE EXPOSED TO WiND LOADS. AN EXAMPLE OF POSSIBLE ITEMS THAT THIS WOULD APPLY TO ARE, INCLUDING BUT NOT LIMITED TO, ROOFTOP AND/OR WALL MOUNTED DUCTS, PiPES AND TRANSFORMERS. fi=OST- iNST ANCI-IOMS PiAi POST- INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER -OF -RECORD (SEOR) PRIOR TO INSTALLING POST -INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST -IN -PLACE ANCHORS. CARE SHALL BE TAKEN iN PLACING POST -INSTALLED ANCHORS TO AVOiD CONFLICTS WiTH EXISTING REBAR. HOLES SHALL BE DRILLED AND GLEANED AND PRODUCT SHALL BE INSTALLED iN ACCORDANCE WiTH THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII). SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED BY THE CONTRACTOR TO THE STRUCTURAL ENGINEER -OF -RECORD ALONG WiTH CALCULATIONS THAT ARE PREPARED 8 SEALED BY A REGISTERED PROFESSIONAL ENGINEER iN THE SAME STATE AS PROJECT LOCATION. THE CALCULATIONS SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT iS CAPABLE OF ACHIEVING EQUIVALENT OR BETTER PERFORMANCE VALUES OF THE SPECIFIED PRODUCT USiNG THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. PIA2 THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE ONSiTE INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUST RECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S PERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRiOR TO THE COMMENCEMENT OF INSTALLING ANCHORS. ADDITIONALLY, INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACi 316-i1 (SECTION D.e2,2). PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED PRIOR TO COMMENCEMENT OF INSTALLATION. ELEVATION SYMBOL TYPICAL LI N ETYPES - - GRID LINE GRID ID EXISTING A REVISION MARK -- MATCH LINE ------------------- HIDDEN O TYPICAL PLAN --------- DASHED KEYNOTE SYMBOL CONTINUOUS CHANGE IN MATERIALS 7ZO7 SLAB ELEVATION GROUT STEEL SECTION CUTS PRECAST d CONCRETE CONCRETE NUMBER FOR SECTION LETTER FOR DETAIL r7(\\�\ EARTH SHEET ON WHICH SECTION OR DETAIL OCCURS SECTION HATCHES SECTION 8c DETAIL ID 8" LOAD-BRG 7 NON-LOAD-BRG CMU WALLS CMU WALLS H10 SECTION 88C&E PLAN HATCHES SYMBOL LEGEND. B ° B ° M F:407.645.3790 1912 Boothe Circle . Suite 100 Longwood, FL 32750 bbmstructuralxom E85343 Bora Erbilen P.E. #55996 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION AND CONSENT OF "BBM STRUCTURAL STRUCTURAL ENGINEERS INEEED Ro,NORARvHEYTOAs IPFIRST Orlando Boca Raton OBTAINING SAID WRITTEN PERMISSION AND CONSENT. SEAL L, •E 3 '•� 6 N � - -* zz OAr ' • ORIOP F' �' . •' • \� \ems iS8/0NA111f fill ' BORA ERBILEN, P.E. #55996 Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION H u r--] to A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS STRUCTURAL GENERAL NOTES AND SYMBOL LEGEND PROJ. NO. H-15021DO SHEET DRAWN BE/RH/TC S001 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 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R 4 ■ P ■ O ■ N ■ M ■ 1 I L ■ K ■ J f H ■ G U 0 c L a) U 0 r E F Ln N N 0 N r Q E 0 0 ■ N O O cn 11 D 3 N 0 ■ 0 �I 0 i o) C 3 Ln I 0 �n ■ c� 0 �I 0 B i U w O ■ 0 r 0 U v CO A o N n I I 0 o _ U rn a 0 i MA50NR"IIr' M1 MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL M16 TYPICAL MASONRY DETAILS: CONFORM TO THE LATEST EDITION OF THE ACI SUiLDiNG CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530-11, ASCE 5-11, TMS 402 -11), SPECIFICATIONS FOR MASONRY STRUCTURES (ACi 530.1-11, ASCE 6-i1, TMS 602-11) ASTM C416-02, ASTM C1019-09 AND NCMA TEK 101. M2 CONCRETE 5LOCKS SHALL CONFORM TO ASTM C-90. (f'm = 1500 PSI) (1900 PSi ON THE NET AREA). M3 MORTAR SHALL COMPLY WiTH ASTM C210, TYPE 'M' FOR RETAINING WALLS AND WALLS BELOW GRADE, TYPE 'S' FOR TYPICAL WALLS. (COMPRESSIVE STRENGTH = 2500 PSI AND 1800 PSI, RESPECTIVELY. SITE TESTED MORTAR CUBES SHALL ACHIEVE A MiNIMUM OF 50% OF THE DESIGN COMPRESSIVE STRENGTH) M4 BLOCK SHALL NOT SE MOISTENED BEFORE GROUTING. M5 ALL MASONRY CROSS WEBS SHALL 5E FULLY BEDDED iN MORTAR AROUND CELLS TO RE GROUTED. M6 REINFORCE WALLS WITH LADDER TYPE (ASTM A-153, 09 GAGE WiRE) DEFORMED REINFORCEMENT EQUAL TO DUR-O-WAL iN BED JOINTS AT 16" OC UNO, MEASURED VERTICALLY. PLACE PER MFR'S INSTRUCTIONS. LAP ALL HORIZONTAL JOINT REINFORCING 6" MIN. M1 VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF 1/211 TO INSIDE FACE. VERTICAL REINFORCEMENT iN WALLS SHALL 5E SECURED AND LATERALLY SUPPORTED AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192 x (BAR DIAMETER) OR 10 FT (WHICHEVER IS LESS) WHENEVER A CLEANOUT iS REQUIRED. SEE GROUTING DETAIL NOTE FOR CLEANOUT REQUIREMENTS. MS GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD BE STOPPED 1 1/2" BELOW THE TOP OF THE MASONRY UNIT TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. M13 TYPICAL VERTICAL REINFORCING SIZE AND SPACING SHALL BE A50VE AND BELOW ALL WALL OPENINGS. M10 TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY DURING CONSTRUCTION SHALL 5E THE RESPONSIBILITY OF THE CONTRACTOR M11 REINFORCE MASONRY OPENINGS LESS THAN 2'-0" WiDE, WiTH HORiZ JOINT REINF PLACED iN (2) HORiZ JOINTS APPROXIMATELY 8" APART, IMMEDIATELY ABOVE THE GROUT FILLED LINTEL AND IMMEDIATELY BELOW THE GROUT FILLED BILL. EXTEND REINFORCING A MINIMUM OF 2'-O" BEYOND JAMBS OF THE OPENING EXCEPT AT CONTROL JOINTS. M12 PROVIDE FILLED PRECAST U-LINTELS AS MANUFACTURED BY CABT- CRETE OR APPROVED EQUAL WiTH (2) *5 CONT AT ALL OPENINGS WHERE BEAMS ARE NOT SHOWN, SCHEDULED OR NOTED GREATER THAN 2'-0" WIDE. LINTELS SHALL HAVE MINIMUM UNFILLED CAPACITY OF 400 lb/LF AND BEAR NOMINAL 611 (MIN 611) EACH EN N A UT FI d STOP VERTS 2 FROM TOP OF WALL. HOOK MAY 5E REQ'D, SEE NOTE MI6 VERT BAR CENTERED iN FILLED CELL DOWELS SAME AS VERT BARS HORIZ JOINT REINF ,9 16" CC:VERT SPACING STANDARD HOOK (ALTERNATE SIDES) D O GRO LLED CELL. PROVIDE PRE -CAST LINTEL MI STANDARD TABULATED LOAD TABLES AS EVIDENCE THAT THE MINIMUM CAPACITIES AS LISTED iN THE MIS JOB SiTE MIXING OF GROUT SHALL NOT BE PERMITTED. TESTING SHALL M20 MINIMUM LAP-.SPLiCES FOR REINFORCED CMU PER FIFTH EDITION SEAM SCHEDULE ARE SATISFIED. REFER TO MASONRY WALL BEAM CONFORM TO ASTM C101g. SEE TEST MOLD DETAIL BELOW. SEE (2014) FBC FOR LRFD DESIGNS. SCHEDULE FOR TYPICAL PRECAST LINTEL SPANS AND DETAILS. SCHEDULE UNDER CONCRETE NOTES FOR COMPRESSIVE STRENGTH AND M13 STOPPING AND RESUMING WORK: RACK BACK 1/2-UNIT LENGTH iN EACH SLUMP REQUIREMENTS. COURSE. DO NOT TOOTH. CLEAN EXPOSED SURFACES OF SET MASONRY. REMOVE LOOSE MASONRY UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY. 1" i14 DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS. M15 DO NOT APPLY CONCENTRATED LOADS TO MASONRY WALLS FOR (1) DAYS. 1"116 EXTEND ALL VERTICAL WALL REINFORCEMENT TO WiTHIN 211 OF TOP OF WALL OR BEAM UNLESS NOTED OTHERWISE. TERMINATE REINFORCING WITH STANDARD ACI 50 DEGREE HOOK iF ROOF JOISTS AND/OR TRUSSES BEAR ON TOP OF WALL AND THERE IS NO PARAPET. iF PARAPET EXISTS, HOOK iS NOT REQUIRED. M11 GROUT FOR FILLED CELLS SHALL 5E PLACED IN CONFORMANCE WITH ACI MAX HEIGHT OF GROUT LIFT = _5'-ION. CONSOLIDATE 5Y MECHANICAL VIBRATION PER ACI 530.1-11. ONE OR MORE GROUT LIFTS CONSTITUTE A GROUT POUR AND A GROUT POUR EQUALS THE HEIGHT OF BLOCK LAID UP AT ONE TIME. SEE NOTE C3 FOR GROUT PROPERTIES u- iF WALL iB LAiD UP NO GREATER THAN 5'-O" iN HEIGHT ABOVE THE FOOTING OR PREVIOUS GROUT POUR(S), A CLEAN -OUT HOLE SHALL —� NOT 5E REQUIRED. OTHERWISE, PROVIDE CLEAN -OUT HOLE WiTH MINIMUM SiZE OF 3"x311 OVERHANGING MORTAR AND DEBRIS SHALL 5E REMOVED FROM INSIDE THE CELL WALLS_ SEAL PRIOR TO GROUTING SUT AFTER INSPECTION. NOTES: 1. BUTTER AROUND ALL CELLS THAT ARE TO 5E FILLED WiTH GROUT TO ENSURE GROUT DOES NOT LEAK OUT. 2. DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT. WAiT NOT LESS THAN 24 HOURS, 3. PLACE GROUT WITHIN g0 MINUTES FROM INTRODUCING WATER iN THE MIXTURE AND PRIOR TO INITIAL SET. 4. MAXIMUM WALL HEIGHT FROM TOP OF FOOTING OR PREVIOUS GROUT POURS LAID UP AT ONE TiME SHALL 5E 4'-0" 5. THE MINIMUM CONTINUOUS UNOBSTRUCTED CLEAR AREA IN CELL TO RECEIVE GROUT MUST 5E NOT LESS THAN 3"x311 MORTAR FiNS MUST 5E REMOVED AS 5LOCK PLACEMENT PROCEEDS. MORTAR DROPPINGS MUST 5E KEPT OUT OF CELLS WHICH ARE TO RE GROUTED. GROUTING DETAIL, Al STRUCTURAL GENERAL NOTES AND ABBREVIATIONS 3/4"=1'-0" 1 ■ 2 ■ 3 ■ 4 GROUT TEST PRISM �V .T. I � I COVER UNITS USING ABSORPTIVE PAPER TOWELLING W/ TAPE (4) Sx8x16 CMU BLOCKS REQUIRED (FRONT BLOCK 3"x3"xl 5/8" WOOD BLOCK REMOVED FOR CLARITY) DETAIL - MASONRY GROUT TEST MOLD (ASTM C-1019', N0N-00 fm051TE STEEL FLOOR DEC< NCFD1 FLOOR DECK UNITS SHALL 5E ANCHORED TO SUPPORTING MEMBERS INCLUDING PERIMETER SUPPORT 5Y WELDING AT EVERY CORRUGATION. THiS SHALL SE DONE IMMEDIATELY AFTER ALIGNMENT. NCFD2 SiDE LAP FASTENERS SHALL 5E 010 TEK SCREWS. NCFD3 WELDING WASHERS SHALL 5E USED ON ALL DECK UNITS WITH METAL THICKNESS LESS THAN 0.028 INCHES (0.1 MM). WELDING WASHERS SHALL 5E A MiNiMUM THICKNESS OF 0.0598 INCHES (16 GAGE, 1.50 MM) AND HAVE A NOMINAL 3/6" (12 MM) DIAMETER HOLE. WHERE WELDING WASHERS ARE NOT USED, A MINIMUM V1515LE 5/5 INCH (15 MM) DIAMETER ARC PUDDLE WELD SHALL 5E USED, WELD METAL SHALL PENETRATE ALL LAYERS OF DECK MATERIAL AT END LAPS AND SHALL HAVE GOOD FUSION TO THE SUPPORTING MEMBERS. NCFD4 ALL DECK SHEETS SHALL HAVE ADEQUATE BEARING FASTENING TO ALL SUPPORTS SO AS NOT TO LOSE SUPPORT DURING CONSTRUCTION. DECK AREAS SUBJECT TO HEAVY OR REPEATED TRAFFIC, CONCENTRATED LOADS, IMPACT LOADS, WHEEL LOADS, etc. SHALL 5E ADEQUATELY PROTECTED BY PLANKING OR OTHER APPROVED MEANS TO AVOID OVERLOADING AND/OR DAMAGE. DAMAGED DECK (SHEETS CONTA iN iNG D i STORT i ONS OR D EFORMAT i ONS CAUSED 5Y CONSTRUCTION PRACTICES) SHALL SE REPAIRED, REPLACED, OR SHORED TO THE SATISFACTION OF THE DESIGNER 5EFORE PLACING CONCRETE. THE COST OF REPAIRING, REPLACING, OR SHORING OF DAMAGED UNITS SHALL 5E THE LIABILITY OF THE TRADE CONTRACTOR RESPONSIBLE FOR THE DAMAGE. NCFD5 PRIOR TO CONCRETE PLACEMENT, THE STEEL DECK SHALL 5E FREE OF SOIL, DEBRIS, STANDING WATER, LOOSE MILL SCALE AND ALL OTHER FOREIGN MATTER. NGFD6 NON -COMPOSITE STEEL FLOOR DECK UNITS SHALL 5E MANUFACTURED FROM STEEL CONFORMING TO ASTM DESIGNATION A611 GRADES C, D, OR E, OR A653-94 STRUCTURAL QUALITY WiTH A MINIMUM YIELD STRENGTH OF 33 KBI (230 MPa). SEE CHART BELOW FOR MINIMUM SECTION PROPERTIES REQUIRED FOR STEEL DECK. PROPERTIES SHOWN ARE REPRODUCED FROM THE VULCRAFT MANUAL. NON COMPOSITE FLOOR DECK DECK TYPE DESIGN THICK IP in¢/ft In in¢/ft SP in3/ft an in3/ft 1BC22 0.0295 0.183 0.155 0.192 0.186 NCFD1 ALL FIELD WELDING OF DECK SHALL BE IN STRICT CONFORMANCE WiTH ANSi/AWS D1.3 STRUCTURAL WELDING CODE, NCFDS GALVANIZING SHALL CONFORM TO ASTM-A653-94, STRUCTURAL QUALITY, AND FEDERAL SPEC. QQ-S-rtrt5. ■ 5 ■ 6 ■ 7 CMU WALLS WITH CENTERED VERTICAL REIf1�FrORCING 04 S 06 *1 #a *g #10 (NOTE 1) (NOTE 2) 1311 2111 3111 211 6311 0111 CMU WALLS WITH EACH FACE VERTICAL REINFORCING 04 #5 #6 *1 08 *9 #10 (NOTE i) (NOTE 2 ) 2 /75 11 3111 4111 11 6311 -12 11 5111 5TEEL fROCE DECK RD1 SEE ROOF FRAMING PLAN(S) FOR STEEL DECK ATTACHMENT TO STRUCTURE. RD2 STEEL ROOF DECK UNiTS SHALL 5E FABRICATED FROM STEEL CONFORMING TO SECTION A3 OF THE LATEST EDITION OF THE AMERICAN IRON AND STEEL INSTITUTE, SPECIFICATIONS FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS. THE STEEL USED SHALL 5E GRADE 80. RD3 ALL FIELD WELDING OF DECK SHALL 5E iN STRICT CONFORMANCE WITH AN51/AW5 D1.3 STRUCTURAL WELDING CODE. RD4 ALL SCREWS SHALL COMPLY WITH ASTM 1513, ICC AC43, AND iCC AC118. FASTENERS SHALL BE INSTALLED PERPENDICULAR TO ELEMENT SO AS TO PROPERLY SEAT FASTENER HEAD, AND TORQUED PER MANUFACTURES SPECIFICATIONS, NOT TO EXCEED MAXIMUM RECOMMENDED TORQUE. RD5 GALVANIZING SHALL CONFORM TO ASTM-AII STRUCTURAL QUALITY AND FEDERAL SPEC. RD& SEE CHART BELOW FOR MiNiMUM SECTION PROPERTIES REQUIRED FOR STEEL DECK. PROPERTIES SHOWN ARE REPRODUCED FROM THE VULCRAFT MANUAL. PROOF DECK DECK TYPE DESIGN THICK IP in¢/ft SP in3/ft In in4/ft Sn in3/ft 522 0..02'B5 0.155 0.186 0.153 0.192 520 0.0358 0.201 0.234 0.222 0.241 518 0.0474 0.2813 0.318 0.235 0.32-i RD-( SEE PARTIAL PLAN BELOW FOR METAL DECK OPENING FRAMING: �—PROVIDE L3x3x1/4 L-5/8"41 PUDDLE WELDS AT AT EDGE OF OPNG EACH LOW CORRUGATION AB SHOWN NOTES: A. FOR OPENINGS WiTH A MAXIMUM DIMENSION OF 6" TO 1'-0", REINFORCE OPENING WiTH A 20ga GALV FLAT PLATE 1'-0" LARGER THAN THE OPENING. ATTACH WiTH 1" WELDS AT EACH RIB ALL AROUND. 5. FOR OPENINGS WiTH A MAX DIMENSION OF 1'-0'' TO 2'-11 SEE DETAIL OPTION 1 ABOVE. C. FOR OPENINGS WITH A MAX DIMENSION OF 4'-011 SEE DETAIL OPTION 2 ABOVE. RDS NO ITEMS SHALL 5E HUNG DIRECTLY FROM THE ROOF DECK UNLESS INDICATED OTHERWISE iN THE DRAWINGS. RD9 PROVIDE METAL CLOSURE STRIPS AT OPEN UNCOVERED ENDS AND EDGES OF ROOF DECKING AND iN VOIDS BETWEEN DECKING AND OTHER CONSTRUCTION. WELD INTO POSITION TO PROVIDE A COMPLETE ENCLOSED DECKING INSTALLATION. PROVIDE FLEXIBLE CLOSURE STRIPS INSTEAD OF METAL CLOSURES, AT CONTRACTOR'S OPTION, WHEREVER THERR USE WiLL ENSURE COMPLETE CLOSURE. INSTALL WITH ADHESIVE IN ACCORDANCE WiTH MANUFACTURER'S NOtE5: INSTRUCTIONS. P: 407.645.3423 1. 49 BARS ARE NOT ALLOWED IN 8" CMU BUT ACCEPTABLE B ° B ° M F:407.645.3790 FOR 10" AND 12" CMU. MAXIMUM BAR DIAMETER SHALL NOT 1912 Boothe •suite too Longwoodd,, FFLL 32750 EXCEED ONE -EIGHTH OF THE NOMINAL WALL THICKNESS, bbmstruccural.com EB5343 2. 010 BARS SHALL 5E SPLICED USING MECHANICAL Bora Erbilen P.E. ns5996 11 CMU. ENGINEER CONNECTORS AND SHALL ONLY BE ALLOWED iN 12RESERVESHH HIS COMMONEXPRESSLY LAW COPYRIGHT AND OTHER PROPERTY 3. EPDXY COATED BARS SHALL NOT 5E USED. RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE r � � �� f 0�� EXPRESSED WRITTEN PERMISSION !„/'�R lii`.7 CONSENT OF "BBM STRUCTURAL STRUCTURAL ENGINEERS ASSIGNED TO 'ANYRPARTY WITHOUT BE Orlando • Boca Raton OBTAINING SAID WRITTEN PERMISSION AAC AUTOCLAVED AERATED D5A DEFORMED 5AR ANCHOR lb, # POUND(S) R RADIUS AND CONSENT. CONCRETE DIA DIAMETER LG LONG RC REINFORCED CONCRETE A5 ANCHOR BOLT DIAG DIAGONAL LL LiVE LOAD A5V 45OVE DL DEAD LOAD LL55 LONG LEG SACK -TO -SACK REF REFERENCE SEAL A.C.I. AMERICAN CONCRETE INSTITUTE DN DOWN REINF RE REQUIRE REINFORCE(D) (iNG) \\`tttttttEttuiiii���i LLH LONG LEG HORIZONTAL REQ REQUIRE ��� E�'B ADDL ADDITIONAL DTL DETAIL LLV LONG LEG VERTICAL � �""'•��� REQ D REQUIRED AFF ABOVE FiNISH FLOOR DWG DRAWING LNTL LINTEL III ROOF \� ,• L AGGR AGGREGATE DWL DOWEL LSLLONG SLOTTED RM ROOM _ A.I.S.C. AMERICAN INSTITUTE OF STEEL LOG LOCATION RP RADIUS POINT 5 = CONSTRUCTION EA EACH LONG LONGITUDINAL RTN RETURN A.LB.I. AMERICAN IRON AND STEEL EE EACH END LP LOW POINT R/W REINFORCED WITH INSTITUTE EF EACH FACE LRFD LOAD 4 RESISTANCE AL ALUMINUM' EJ EXPANSION JOINT FACTOR DESIGN 5CH SCHEDULE `�i�'A•'•' �ORiDQ;.•���� ENG ENGINEER SDI STEEL DECK INSTITUTE i ONALE ALT ALTERNATE EO5 EDGE OF SLAB LW LONG WAY �i�S/ R ANCHOR ROD SECT SECTION EL ELEVATION MAS MASONRY �!IlHtttttttt ARCH ARCHiTECT(URAL) BF STEPPED FOOTING A5D ALLOWABLE STRESS DESIGN EQ EQUAL MATL MATERIAL BHT SHEET BORA ERBILEN, P.E. #55996 ASTM AMERICAN SOCIETY OF TESTING EQ BP EQUAL SPACE(S) (ING) MAX MAXIMUM SHW SHEAR WALL MATERIALS ES EACH SiDE M5 MACHINE 501-T Sim SiMiLAR EW EACH WAY M5M METAL BUILDING MFR Florida Hospital A.W.S. AMERICAN WELDING SOCIETY EXP EXPANSION MC MASONRY COLUMN BJ SAWCUT JOINT EXT EXTERIOR SJi STEEL JOIST INSTITUTE , 5/ BOTTOM OF MCJ MASONRY CONTROL JT SL SLOPE Ze p h y rh i I I s 55 50ND BEAM MCN MOMENT CONNECTION F/ FACE OF 5L55 SHORT LEG SACK -TO -SACK 5LDG BUILDING ME MONOLITHIC EDGE BOG SLA5 ON GRADE FBC FLORIDA5UiLDiNG CODE BP SPACE(B) 5LW BELOW MEGH MECHANICAL FD FLOOR DRAIN SPECS SPECIFICATIONS ED EXPANSION & ORTHO 5M 5EAM MEZZ MEZZANINE FDN FOUNDATION 5Q SQUARE 50T BOTTOM MF MONOLITHIC FOOTING 5P BASE PLATE FF FINISHED FLOOR MFR MANUFACTURE(ER) SS STAINLESS STEEL RENOVATION 5RDG 5RIDGiNG FiN FINISH MiN MINIMUM BSL SHORT SLOTTED 5RG 5EARING FL FLOOR MiSC MISCELLANEOUS BRK BRiCK FLG FLANGE MO MASONRY OPENING STD STANDARD 55 50TH SIDES FMG FRAMING M5 METAL STUD STiFFR STIFFENER FS FAR 51DE BTL STEEL 5TJ BOLTED TIE JOIST MTL METAL 5TWN 5ETWEEN FT FOOT MWF MONOLITHIC WALL FOOTING STR STRENGTH FTG FOOTING STRL STRUCTURAL C/C CENTER TO CENTER NIC NOT IN CONTRACT SW SHORT WAY CANT CANTILEVER ga GAUGE NS NEAR SiDE 5YMM SYMMETRICALHunton C5 CONCRETE BEAM GALV GALVANIZE(D) NTS NOT TO SCALE 5YP SOUTHERN YELLOW PiNE !► CC CONCRETE COLUMN G5 GRADE BEAM CFS COLD -FORMED STEEL GC GENERAL CONTRACTOR OA OVERALL T45 TOP AND BOTTOM CIP CAST-iN-PLACE GFC GROUT FILLED CELL(S) / COURSE CC ON CENTER T5 TIE BEAM GJ CONSTRUCTION JOINT (OR GL5 GLU-LAM 5EAM OD OUTSIDE DIAMETER TC TIE COLUMN A R C H 1 T E C T S CONTROL JOINT) GR GRADE OF OUTSIDE FACE TEMP TEMPERATURE CL CENTERLINE HG HOLLOW -CORE OH OPPOSITE HAND THK THICK CLR CLEARANCE) HDG HOT DIPPED GALVANIZED OHD OVERHEAD TOPG TOPPING CM CONSTRUCTION MANAGER OPNG OPENING TRANS TRANSVERSE DATE SUBMISSION NO. CMU CONCRETE MASONRY UNiT HK HOOK OPP OPPOSITE TYP TYPICAL 04.15.16 CONSTRUCTION C)OCUMENTS COL COLUMN HORIZ HORIZONTAL T/ TOP OF HP HiGH POINT PAF POWDER -ACTUATED GONG CONCRETE UNO UNLESS NOTED OTHERWISE CONN CONNECTION H5 HEADED STUD FASTENER(5) CONT CONTINUOUS HBS HOLLOW STRUCTURAL SECTION PB PRE -CAST 5EAM VfF VERIFY IN FIELD CONTR CONTRACTOR ID INSIDE DIAMETER PEM5 PRE-ENGINEERED METAL VERT VERTICAL COORD COORDINATE IF INSIDE FACE BUILDING WD WOOD C5K COUNTER SiNK INT INTERIOR PERP PERPENDICULAR UP WALL FOOTING CTR CENTER PG PRECAST CTRD CENTERED fF-, PL PLATE WO WINDOW OPENING (MASONRY) CY CU5iC YARD JST JOIST PL5 PLACES WP WORKING POINT JT JOINT PLF POUNDS PER LINEAR FOOT WS WATERSTOP PLYWD PLYWOOD WUF WELDED WIRE FABRIC K KIP KO KNOCK -OUT PNL PANEL W/ WiTH PBF POUNDS PER SQUARE FOOT 1051 POUNDS PER SQUARE INCH STRUCTURAL GENERAL NOTES PTN PARTITION AND ABBREVIATIONS PROJ. NO. H-15021.00 SHEET DRAWN BE/RH/TC ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 f Co ri ht HuntonBrad Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 407 839-0886 407 839-1709/Fax www.huntonbrad com License AAC001744 PY 9 Y 9 9 ( 1 ( 1 y. �1.0).'993.0 4.0 56.0 7.0 5.0 1:1.0 11.0 13.0 14.0 15.0 1C .O 1 "7.0 ? ■ ,_ 10 ■ ■ n ■ 4 ■ '15 ■ ■ ■ ■ ■ s `i ■ ■ ■ ' ■ ■ €a ■ 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 ■ ■ 6 ■ 7 ■ 3 ■ 9 ■ 10 1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 13 ■ 19 ■ 20 R ■ f _ 1 j: } N ■ is m ■ ■ K ■ H ■ G ■ Y ■ I D ■ C ■ r_. A .mot �t �b. O O O O O O O a a PLAN VIEW ( ROOF ) NOTES: 1. A (Kd) OF 0.65 HAS BEEN USED IN THE DEVELOPMENT OF THESE VALUES. THE USE OF THESE VALUES SHALL ONLY BE APPLIED WHEN USED IN CONJUNCTION WITH LOAD COMBINATIONS SPECIFIED IN SECTIONS 23 E 2.4 OF ASCE 1-10. 2. PRESSURES AND SUCTIONS ON SOFFITS SHALL BE THE SAME AS CORRESPONDING WALL ZONES 4 E 5. 3. IF THE STRUCTURE IS AN EHPA OR IS INSURED BY FACTORY MUTUAL (FM) THE GROSS UPLIFT DESIGN PRESSURES SHOWN HEREIN SHALL BE DOUBLED FOR ROOF COVERINGS. 4. THE 'ULTIMATE' WIND LOADS SHOWN IN THE COMPONENTS AND CLADDING SCHEDULE SHALL BE MULTIPLIED BY 0.6 TO REDUCE THEM DOWN TO 'SERVICE' LEVEL FOR ALL TESTED ASSEMBLIES, INCLUDING BUT NOT LIMITED TO DOORS, WINDOWS AND ROOF ASSEMBLIES. 5. PARAPET WIND LOADS ARE BASED ON A 'SOLID' PARAPET WITH NO INTERNAL PRESSURE. ACTUAL PARAPET CONSTRUCTION MAY DICTATE THAT INTERNAL PRESSURE BE ADDED TO THE EXTERNAL PRESSURE IN ACCORDANCE WITH ASCE 1-10 SECTION 30.9. 6. UPLIFT VALUES FOR ZONE 2 MAY BE USED IN LIEU OF ZONE 3 FOR CORNER ZONES IF PARAPET HEIGHT WITH RESPECT TO FINISHED ROOF IS GREATER THAN 3 ft. YIND 5bt � [ Speed 115Jftph nc 1 terry 1 pres-eure:CoefH - alac fr e t (*j 1, : i :ve A11 : e 2 r43 1�Q� - .. 5 Parapet rer- e 10- ta' 5 s '0"5 co er zone:'. E gr t zo r [ney ems. yam FLOOR FRAMING PLAN KEY NOTES: 11 3 1/2" CONCRETE SLAB REINF WITH &x6-YU.1*N2.1 MF OVER 1 1/7-22ga TYPE "C" CONFORM DECK, GqO GAL\/. SEE NOTES ON SHEET 5002 FOR DECK REQUIREMENTS. 12 ROOFING ON 1 1/2"-22ga TYPE "B" GALV 6q0 MTL DECK 5EGUREI7 WITH #12 TEK 5CREY45 AT SUPPORTS 8 #10 TEK 5CREYVS AT 51PELAPS ON LIGHT GAGE METAL MEMBERS. PROVIDE A 36/-7 PATTERN AT SUPPORTS. (1) SCREW PER SPAN SHALL BE PROVIDED AT 51DELAPS. 13 LIGHT GAGE FRAMING $ THEIR CONNECTIONS SHALL BE DESIGNED BY A SPECIALTY ENGINEER, SEE NOTE 5E3 ON SHEET 5001. SEE SHEET 5131 FOR ROOF DE516N LOAD5. Al 1/8" = 1'-0" FLOOR DESIGN LOADS DEAD (PSF) LIVE (PSF) 100 50 FLOOR FRAMING PLAN - 2ND LEVEL - AREA 1 - PHASE 1 1 ■ 2 ■ 3 ■ 4 ■ 3.1) 1, 1 1 1 1 1 8.4 5.0 B , B , 1� A r: 407, 645 -3423 IY� F: 407 ° 645 °3790 1912 Boothe Circle Suite 100 Longwood, FL 32750 www.bbmsLrucoiral.com E65343 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHTAND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE STRUCTURAL ENGINEERS EXPRESSED WRITTEN PERMISSION AND CONSENT Orlando = Boca Raton OF "BBM S RUCTORAL ENGINEERS', NOR ARE THEY TO BEASSIGNED TO ANY PARTY WTiHOUT FIRST OBTAINING SND WRITTEN PERMISSION AND CONSENT. SEAL \\\\\\`�������►IERri������ ♦ j i ,n SONAL //offfff f l I 1111"N��\\ BORA ERBILEN, P.E. Florida Professional Engineer No. 55996 Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton N&I'm A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTIONM DOCUMENTS FLOOR FRAMING PLAN - 2ND LEVEL - AREA 1 - PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN BE/RH/TC S121 5 ■ 6 ■ 7 ■ 8 ■ a ■ 10 ■ 1.1 ■ 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 LI!; 1141I I I IFI , 1 ■ :2 ■ 3 ■ 4 ■ 111 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 13 ■ 19 ■ 20 R ■ P ■ Yo ■ N ■ m ■ ■ K ■ t H ■ G ■ F ■ E ■ D ■ C ■ L8i i A �t 10 0 c� ROOF DESIGN LOADS DEAD LIVE LOAD LOAD ELEV CAP = '75 P5F ALL OTHERS = 20 P5F 20 P5F Al ROOF FRAMING PLAN - 3RD LEVEL - AREA 1 1/8" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ a ■ 7 ■ 3 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 I. ! i, 7! II -fi.Vi !�.I lln�?. k 1>IJiilN'oi� I uA nlC� 1 1: 1 i —.i1 1 1 1 i B , B , A �Y� /� 407.645.3423 F: 407.645 •3790 1912 Boothe Circle Suite 100 Longwood, FL 32750 www, bbmstructura I, com EBS343 ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHTAND OTHER PROPERTY RIGHTS IN THESE PLANS. THIS DESIGN AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE STRUCTURAL ENGINEERS EXPRESSED WRITTEN PERMISSION AND CONSENT Orlando Boca Raton OF "BBM STRUCTURAL ENGINEERS", NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. SEAL ` %%illilu►/ii,,� E. NO 55 ///7�fS %/ AL f//11 11111110N BORA ERBILEN, P.E. Florida Professional Engineer No. 55996 Florida Hospital Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. P4.15.16 CONSTRUCTIONM DOCUMENTS ROOF FRAMING PLAN - 3RD LEVEL - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN BE/RH/TC S131 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 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 License AAC001744 R 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 t ■ L ■ K J H ■ G U 0 c a� U _o d a F Ln I C ■ 0 N 4y Q E I I 4-1 i= o■ 0 N V) t° D 3 0 ■ N In �I 0 i 3 C U)I 0 0 0 �I coo B i U w 0 ■ 0 C CD A CN 0 n c 0 U m T NOTES: 1. FINISH NEW SLAB TO MATCH EXISTING. 1 REF NOTES: 5201 1. EXTEND PERT CMU WALL REINF MIN 4&0 DOWN INTO PIT WALLS. #3x1'-4" LONG � 24" OC. DRILL 4 EXISTING SLAB -ON -GRADE. EPDXY 4" INTO EXISTING SLAB 2, PROVIDE 24" SQUARE LEAVEOUT FOR REFER TO ORIGINAL - - - - - - - - - - - - ACTUATOR (COORD W/ ELEV MFR)DRAWINGS DRAWINGS FOR ADDITIONAL NEW SLAB -ON -GRADE, - - - - - w .� , tl •_ * � »�� _ 3. WATERPROOF MEMBRANE, REF: ARCH �5 12 ", TrP INFOR'1ATION SEE FDN PLAN NOTES\� /tt//\ I DWGS/SPECS _ ------ ---- - - ,. a - FIN FLR EL »° Ili \� I } INITIAL RO :» . . . : , " MATCH EXISTING -; i� d i i i i iie nI1L I- Q ° I I y! 0 • 411 11—OII U FINAL RO d d . ` `° I A W.( INITIAL RO , #5 1211 TYP • A. d ;< FILL WITH PRECAST L INTEL COMPACTED SOIL .• . . F INAL RO ad 36" A 1 72411 REF 5201 REF d a d 414 �, II �, RECESS, REF: ELEV MFR 1� OC 5201 ° 4 . d PERIMETER REF ELEV MFR I ° . N12 SECTION @ EXIST SLAB TO N15 SECTION @ EXISTING PIT a a• ° d d_ T{II d 3/4"=1'-0" NEW SLAB 3/4"=1'-091 i\ r III CLR TYP - , CONT L5x5x5/16 W/ 3/411 a d EPDXY BOLTS a 24" OC ° ° n } A a (VERIFY SIZE W/ ELEV MFR) �a NOTE 1 a 4da W O � 4 12 OC EW \\ NOTE 3 (TYP) * �, Id I\ EPDXY BARS E 1" DEEP, TYP ° a °'` ° ° I\ EXISTING DECK ANGLE 04 x 2' 0" DBA WELDED NON -SWELLING PRE- d TO EXISTING DECK ANGLE FORMED PLASTIC S" L d d ° ADHESIVE WATERSTOP TYP ° IN 2x4 KEY, (TYP) d ()- ,� EXISTING SLAB MTL DECK, SEE FMG PLAN NOTES 3/lro 2 12 MTL DEGK SEE FMG PLAN NOTES 1'-6"xl'-611 11-011 ° .< ;d .r d SUMP PIT (TYP) Z d a CONT L4x4x1/4 #5ow1211CC A ° 4 I\ ---� ° EW TSB %--d. °. e T/ SLAB EL - MATCH EXISTING ------ ------ 0- :4 da W ° d ------- _ J, Iil — r—1 L r—r-- ° d 9 O Q446 p. a A l 1L SEE FMG IIIr II d - ° Ax.e a d d °d . I m e PLAN NOTES I 3/1(o KJ II II II �I •. --. _ .d d ---- - d y—d< •° d.: b e EXISTING DECK � u 2 12 �I djI •d FIN FLR ° d � eeaalI ° �� STL BEAM, SEE JL_ JL .. d • P<° a'. FINAL RO EXISTING STL BEAM FMG PLAN STL BEAM, SEE / \\ d d Q EXISTING STL BEAM FMG PLAN ° INITIAL RO 0561211OGEW ENTRANCE ELE VA TION A NTS 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 F: 407.645.3790 11 8 CMU WALL ,5201 1912 Boothe Circle • Suite 100 Longwood, FL 32750 bbmstructural.com E85343 Bora Erbilen P.E. #55996 + EXISTING E. I U ENGINEER HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTSPLANS. ND NOT o HE II REPRODUCED, CHANGED OR COPIED IN SLAB — II A 1L _ `) .{II II 4 El REF S„201 ELEVATOR SHAFT EXISTING i �+ SLAB �Ti �F f01�J,(O II r.JFi � � � � � � 1- 11 13� 4 FORM ORSE WRIGTSENRE MANNER WHASSOEVERN WITHOUT FIRST OB IAIMIS 7HE EXPRESSED PEINING ON AND CONSENT OF "BBM STRUCTURAL STRUCTURAL ENGINEERS ASSIGNED To NOR PARTY WITHOUT BE MI II I I 'j -, 3rd LEVEL I WRITTEN Orlando Boca Raton OBTAINING AND CONSENT PERMISSION ----- --- - - - - -- ------� ELEVATOR SHAFT --------------- ---- -� = ;• ------------------ -� . . . ° X X , X X X X - 0 NOT S: 1 1 1 .,Y __--_------- ---- ------ ------ .. ,I ..: I: ° :° m ca to ra fa m ' 1. WALL FRAMING SHALL CONSIST OF 6" MEMBERS, AND MAXIMUM SPACING SHALL SEAL 1 1 . S20 , , '� BOX HEADER BOX HEADER BOX HEADER �� BE 1(o ON CENTER ��A ERB �� Qr / °I. ` . d II ` .I: °I.• 2. BOX JAMBS, BOX HEADER AND SILLS � F •., �% SHALL BE MADE FROM 6" MEMBERS. '. ----------- ` I 03 HAIRPINS III OC �- -� m. ------------- - --- I J a.. ., ' I L 3. METAL FRAMING AND ITS OWN 59 = 0 dd. 8"x24" GONC TIE BEAM m 9'' MIN — d.- ' '� CONNECTIONS SHALL BE BY A SPECIALTY ENGINEER, SEE NOTE SE3 ON SHEET Sm01 EXISTING ++� HAIRPINS EXISTING I .4 CONC AM BE REINF T RE WITH C2) *5 TOP E BOTTOM WITH PAN JOIST FOR REQUIREMENTS. �� '•: t4R1� .•'• ��` �i`�iSSI •A��,�\``�� � MIDDLE 3 TIES 24 OC SHORING BY 4. REFERENCE ARCHITECTURAL DRAWINGS �/t,lill11111�\ OTHERS SILL SILL SILL - FOR SHEATHING. 1 -011 EXISTING PAN JOIST INTO EACH BORA ERBILEN, P.E. #55996 61' CMU WALL EXIST PAN JOIST 124'-511 2nd LEVEL Florida Hospital Zephyrhills E1 SECTION @ EXISTING BEAM E4 SECTION @ ELEVATOR OPENING E8 SECTION @ ELEVATOR WALL E12 ELEVATION OF METAL FRAME WALL ED EXPANSION & ORTHO 3/4"=1'-0" T 3/4"=1'-0" 3/4"=1'-0" 1 /4"=1'-0" RENOVATION S"xS" KNOCK -OUT WALL BEYOND EXISTING DECK BLOCK W/ (1) *5 CONT SEE PLAN REF: ARCH'L e KEY NOTES r FOR SHEATHING R-. —'04 a MID -DEPTH l 11 — 211 CMIN) f-4" (MIN) LONG SLAB �T ++ ++ ° — Hunton a W REF: ARCH EXISTING WALL �� REF: ARCH'L FOR SHEATHING FRMG � i 14 • EXISTING DECK ' ' ; ; EXIST FLOOR ^ <+ + MTL AND ITS OWN CONN'S BY SPECIALTY ENG 1 ' F- SEE PLAN 1 1 KEY NOTES �r - - - - - - - 1� , EXISTING STL BEAM ,+ ` , EXISTING EXP . JOINT IN BLDG ROOF DEGK DATE SUBMISSIONN0. ----=1�' 1-1 r - `-'�'� E1 HOIST BEAM - - - - - - - 1 _ (� MTL FRMG AND ITS L GLAZING BY _ + + + 04.15.E CONSTRUCTION pOCUMENTB REF 5201 L4x4x1/4 W/ (2) 5/5110 1 1 OWN CONN'S BY ENG OTHERS ' ++ A325N BOLTS INTO BEAM 4 121 5/8"� �1 u F- 1 --------- -� -� r---- I ` EPDXY BOLTS INTO ..:: ° EVERY TIE BEAM=JL •.• 9' ° r-------------- 1 �- I I '� u u JL REF: ARCH'L -- FOR SHEATHING EXISTING COMPOSITE ` ROOF FRMG AND SLAB SOLID BLOCKING BY fil NOTE: CTB2) EXISTING SPECIALTY ENGR 811x1l" TIE BEAM, ALL ° �Q EXISTING STL BEAM STRUCTURE 'I (4) SIDES REINF WITH (2) *5 TOP 4 BOTTOM I 1 ----------- L. _; «>°' . d: W/ #3 TIES 's 24" OC a. -------------------------------------------------- EXISTING g11 CMU WALL II 11 EXISTING STL BEAM 11 SECTIONS AND DETAILS PAN JOIST Al SECTION @ ELEVATOR CAP A4 SECTION @ ROOF INFILL A8 SECTION @ ELEVATOR LOBBY Al2 SECTION @ PARAPET A15 SECTION @ PROJ. NO. H- 01.00 SHEET DRAWN BE/RH/TC Ise 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" Ad 1 ■ 2 ■ 3 ■ 4 IN 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 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ ■ a ■ 10 ■ "1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N M 1_ ■ K H ■ G ■ I` ■ E ■ D ■ ■ N 47 C tR c t7 L KEYNOTE LEGEND 06 i0 00.A01 06 10 00,401 wood blocking FIRE BARRIER RETARDANT 0164 00.A01 firestopping assembly 01 92 00.A02 sealant 09 21 16.501 metal stud 09 21 16.001 metal stud U runner 3 822 09 21 16.H01 gypsum board 09 21 16.1-01 sound attenuation blanket CLOSE OPEN DUCTS W/ CLOSE CEILING SPACE W/ 6 MIL ' 6 MIL FIRE BARRIER FiRE BARRIER RETARDANT RETARDANT POLYETHYLENE ---SEAL ALL ' POLYETHYLENE--- JOINTS, PENETRATIONS 4 SEAL W/ DUCT TAPE PERIMETER W/ DUCT TAPE. 06 10 00.A01 FiRE BARRIER RETARDANT SEAL AROUND ALL PIPE ` AND DUCT PENETRATIONS IN I .', OJS2 EXISTING THE PARTITION AND FIRE 1 ', BARRIER RETARDANT POLYETHYLENE BARRIER W/ I - OS21 16101 HEPA VACUUM PORT DUCT TAPE I W/DRAWSTRING AND SEAL - 09 21 16.801 13 5/8' AT 16' O.C. <OCCUPIED RENOVATION> BASIS OF DESIGN (PROVIDE EQUALr MINTIE TECHNOLOGIES, INC. SIDE SIDE ECU CEILING CAVITY ENVELOPE GENERAL NOTES NOTES: -DURABLE CA STATE FIRE BARRIER MARSHAL FLAME -RATED PVC 0.192 existing ceiling to remain PLASTER TAPE ALL JOINTS. 1 ` = SHEETING -HOSPITAL WHITE, EASY TO CLEAN W/STANDARD CLEANER SECURE ALL CAPE W/ RAM -TACK 09 21 16.H01 5/8' -ONE 20.5' DOOR 3.822 underside of structure HIGH LACK SPRAY OR EQUAL. -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 16.001 3 5/8' PAINT. 1 - A.F.F. L7 TEMPORARY PARTITION DETAIL L14 IPT - Temporary Dust Enclosure 1 1/2" = 1'-0" NON -RATED PARTITION 1/2" = V-0" 3h 2 I- ' 10184 00.401 1, 1- - CLOSE OPEN DUCTS W/ 6 MIL FIRE BARRIER I RETARDANT 1. 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 1 ' 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION RELATED CONDITIONS 1 ' PRIOR TO STARTING DEMOLITION. ANY AND ALL DISCREPANCIES SHALL BE BROUGHT TO THE 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 COORD- INATED WITH THE SEAL AROUND ALL PIPE I OWNER'S REPRESENTATIVE TO MINIMIZE DISRUPTION WiTH NORMAL DAILY FUNCTIONING OF THE AND DUCT PENETRATIONS IN 10,192 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 21 16 L01 REPRESENTATIVE. DUCT CAPE 6. CONTRACTOR SHALL, AT ALL TIMES, INSURE UNINTERRUPTED HEATING, COOLING, PLUMBING, 09 2116.5 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 OCCUPIED RENOVATION> 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 16.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. 015211 6.C@I 3 5/8' VARIOUS SALVAGE ITEMS. THE STORAGE AREAS MAY BY OFF -SITE BUT WILL BE LOCATED FINISH OCCUPIED SIDE W/ GLOSS I 01 84 0O A01 PAINT. I -" -_ WITHIN THE GENERAL METROPOLITAN AREA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM THE BUILDING AND THE CONSTRUCTION SiTE ALL CONSTRUCTION DEBRIS AND ITEMS NOT RETAINED BY THE OWNER'S REPRESENTATIVE. NO STORAGE OR DUMPING OF- °II Fj ;: 0'-01 DEBRIS WILL BE ALLOWED ON SITE. AF,F, 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STORAGE AND PROTECTION OF ALL SALVAGE ITEMS WHICH WILL BE REUSED IN THiS PROJECT. S. FOR INTERIOR AREAS, PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED BY THE OWNER AND CONSTRUCTION PHASING. t9 Ms, I 7 E F7 TEMPORARY PARTITION DETAIL Es, 10. TEMPORARY BARRICADES SHALL BE INSTALLED TO PREVENT DUST POLLUTION OF 1 1/2" = 1'-0" FIRE RATED PARTITION SURROUNDING AREAS, PARTITIONS MUST BE INSTALLED iN ACCORDANCE WITH FIRE PROTECTION AND EGRESS REQUIREMENTS, COORDINATE WiTH OWNER'S REPRESENTATIVE. PAUL L. MACHESKE ARD016073 1 " 3822 A MANOMETER IS RECOMMENDED t0 BE PROVIDED TO MONITOR THE NEGATIVE PRESSURE. li. TEMPORARY PARTITIONS ARE NOT TO BE REMOVED UNTIL ALL FINISH WORK IS COMPLETED FLORIDA HOSPITAL 1 OR GRANTED BY AND PROVAL IOF ' 12. PONPREMOVAL TEMPORARY PARTIT5 IONS, CONTRACTOR R SHAALVE L BE RESPONSIBLE TO Ze h chills ` 0i 92 00.A02 EACH SIDE 'y PATCH TO MATCH ADJACENT CONSTRUCTION. I- 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 SURROUNDING WALL, RENOVATION CLOSE OPEN DUCTS W/ I ' 6 MIL FIRE BARRIER 14. ALL AREAS TO BE DEMOLISHED OR DISTURBED BY ANY DEMOLITION ARE TO BE PATCHED AND PAINTED, OR PREPARED FOR NEW WALL COVERING. IF PAINTING IS REQUIRED, THE I 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 PROVIDING NEW FINISHES, CEILING, FLOORING, ETC. TO DAMAGED AREAS. 16. EXISTING ITEMS, SUCH AS EQUIPMENT, PLUMBING FIXTURES, ETC. TO REMAIN IN PLACE SHALL i 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 ARCH k T E C T S AND DUCT PENETRATIONS IN 10.192 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 I %POLYETHYLENE SAME LOCATION IN THE NEW CEILING. DATE SUBMISSION NO. BARRIER W/ _ 09 21 16.L01 IS. ALL EXISTING EQUIPMENT ITEMS FASTENED TO EXISTING CONSTRUCTION SHALL BE REMOVED 04,15.16 CONSTRUCTION DOCUMENTS DUCT TAPE 09 21 16.801 3 5/8' At 16' O.C. TO PREPARE SURFACES FOR NEW FINISHES. ALL ITEMS SHALL BE REATTACHED AS DIRECTED PROVIDE 6 MIL PLASTIC BY THE OWNER'S REP- RESENTATiVE. DUST BARRIER <—OCCUPIED RENOVATION— > 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. I " 09 21 16.H01 5/8' CONSTRUCTION, THIS NEGATIVE PRESSURE SHALL BE RELATIVE TO 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 09 211 3 5/8, ALARM PULLS, EXIT LIGHTS ETC, WILL BE HIDDEN OR PREVENTED FROM USE, THEN THESE I DEVICES SHALL BE TEMPORARILY RELOCATED TO MAINTAIN THE LIFE SAFETY REQUIREMENTS FINISH OCCUPIED SIDE W/ GLOSS 01 92 00,A02 EACH SIDE OF THE OCCUPIED AREAS. FAINT. I -, DEMOLITION NOTES AND 0 TEMPORARY PARTITION DETAILS A7 TEMPORARY PARTITION DETAIL A14 DEMOLITION NOTES PROJ. NO. H-1502120 SHEET DRAWN DMC D001.....j 1 1/2" = 1'-0" SMOKE PARTITION NO SCALE ■ . ■4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 0 ■ 10 ■ ? 1 ■ 12 ■ 13 ■ 14 ■ 1:r ■ 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 R 0 P m 0 0 N 0 M 0 L m K 0 'I m H m G 0 F 0 E 0 D m C 0 B m A 0 2 0 3 0 4 m 5 0 6 0 7 0 a 0 9 0 10 m V 0 12 IN 13 0 114 0 15 0 1 6 0 17 0 18 0 19 0 20 - __ - __ __ , 1-111-11 to 40liiililiim so i loom�m��m���mM��MMG�l** " - 1__.______.___._1 ...... B1 — - - ----- __ ..... ...... _1.__1______ ... ..... � ------------ L --- - - ----------- � .... 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I 0 ID If I_] -, _'. ,7. ,d _,; E _j D 111-i 0 D U 1.1 E* I.] "'i _ 1 - _ I 1�1 I \ 11 0 D E I D Ei El D E r � - � I . _j 1_1 I 11] I I (_] D I I I � �: ,'.L, I : i' ] �- L , I . �� z - I �] �` r - I i � ILI. . I . 0 L '.� r � i Ej ' ] . 1� 0 , �:j Q, �11 0 0 0 - - - - �i - ' , ; 11 I � - - . .� - L'I J'A [L' _- : ... �� L., . . . "I o � - -1 - - - � D F1 F11 I ) n F,1 n I -I E F� _j _11 _ f '! - , I.; � ... j _E . �I I ... I I.. it J f-I 1_1 , � �... - 1 K_ I i'� ." '� I L I FC ,,� r - L� ��L'� f"I i i", , - ,;��j JL I , ly , 9 I \ 11 2 0 Ell I I LJ O U D E L D E E � J i A- -'I D (L] fL -j [L] I I , , ; -j � " � I -, - ,,, D Ej ,/ " �, I "/ \ ED EXPANSION & ORTHO , 2 bF-F � , 1:! � , P-1 [� �' �� III _'. 7 // 11� \ // ,\ / - - , ILI, � � L _1 I \/ / . I El J tALCI, �..� t - r::j I I lyrlul 1111ii"i F, ," ,� I I ,�' 'J"" � :'i'!j�5, " ; �L Ej Ojj[�]j I , ; ,li .,O, ,., "'I 1 ILL' lj� " IJ I I O � � , ILI [1 fL I ILI [j t'I [/: L: � i � �i � � � j I I j �",�, � r i Fj I f I I ['I I-] I'� [L, - 1 " "� �"I ",,"] I � .. I I IJ i , '' I., L � 'j ��j t 'Ll _ it. 1 L IJ I., ... I I - 'L 1- - � ... ; L� - I .. I I . I - � L % I : �_:,._ � : �,[Mlj 'Er -MI -I � _:i,� � 111111-11 _', "I ��_, I I-] [3 [J :� 1� ir j ig��M'r,�� " ". .: 7 T :.I I ... I J, 1F1 [�, [I F1 I ... I 1.1 f! .i,.�.,: I �� - RENOVATION i J' I .1 LL _1 �,", 11 I _17L_ I ... I 0 D U L .. .... 1. I i' _1 i.,-, �_ _1 [_j r.. ,I E . - ..T� �� t ,� i,, 1 �� �', � � 11 I 1-1 d , - - - FF_ L K/ [," � -, - .1 IJ U z "_ - go; , _4 4�� . % I 'L, I / I I I � 1 'L, �- rL , , � t d� - `M14w - I — . ", I � . . . 1\ 1, I ,\ FML� FEC I C,q_,� % I - ; I mmmma % I I " " . .; ix" ",// I . CORR I 'L, I I I / K / X / 11 11 I 1. I / 1, - - L L X I . I I I I / I --,--- ,U�12_MEJ�_`I�,_��i7&� I ) � �, L D .!- ____,__ ,__,_____________________ ___,__,____,_______ --- ________1_______1_ --- --- --,-- I _1_1_______________ `__ I I :1 dpr I I .1 � I I / � m m � � m � � � m, � do I I a I . ; ItL L / 1, Li ji I "I., 60 ; I , 'L w , 1. x 11 \ I I / L K I I L; i �1111 Hunton , , : I J* 11� f � � 1'� I m 11 I SUPPLY CT CONTROL L i L ,11 I X � . 00 / ,L ' ___ " -, �__ z L ROOM SCAN i � -MI i . 4 �111, 4f .. FUTURE A R C H I T E C T S i I � � _L4 � I I I "' I i� _11-11- / li; I I i /' > , '� I - -- - - - - - I CT SCAN I � 51 I . 1/1' < X I I STORAGE - � 1, I I El U, 1, I I C L �� � I I El I 11 L >< L 'i I B DATE SUBMISSION No. K / \ " 17 - — 7 1 , I , I 1: . - ; L I , / \/-\/ / I I :- I I 1 04.15.16 CONSTRUCTION DOCUMENTS L . / I j L - . . . I ,I L L — — L i ,� I � I - 13 . L . . , t i I L LL �� .� / . , L I = . I I ; . 1\ x/ . zi �. � i . ; . .. / L: I I � '. L. I � �� . , L, z I � ,I .� L , ./ " 1 11111111 I I � . . ,',,-,Il- __ . i I �� z ; � I . I 'L . L � _ .i I I � . I , " I- 1 _47========= _m 1_ I t= � ", I / ":,"', / . L,_,__,_11 I ,.- __� - -� � " 77_:��:=T', i-It"1111111- k_��1=11' 11-11-1-11-1_11- , I'll I � L_,_____111 , — ___ 0 1 ..... --- �,�, ' �� / � 'L L' I : I I \ ll / / / \ I I I F E'. C. I I /N Ill/ i/' L, I LL, I �L I i — � -1-111. ,-- I i I I L" CORR I I I / \//`\1 "I i I / " .: . I : , I 'L / N / � / . 1: �: L L . B, \ ___ _ � .... I 11 -, - , � I x I 0 L, ' I z I I t" , "' : U4 1 , � I U_ 11 :: I i: I ; , �: � I- ',I 1, I I I I I . w '11, " I e. i . z I L z , �� I I � ,i , I : I \ " I AMMO m . / / � I iii \ / � ....... � I / I/ / I �L � �_�, - � I'll ,�LLLL I 1! CONSTRUCTION PHASING PLAN , "I I , '�::",��",L",L,",��=,.,:",.-,r I / I � 1, L, -"-LL " j 11 / F-,?, 7, � f______ ---- - ---- -- = .... 11 - .1 LL . LL L% i .- - - J* I ST LEVEL -AREA 1 � L L " ' '' L , " , . . , '' . L I L ftm i- - - - � � � � � � � � � � � � m imlo CONSTRUCTION PHASING PLAN - 1 ST LEVEL -AREA 1 � 0 2 0 3 m 4 m 5 I A PROJ. NO. H-15021.00 SHEET DRAWN Author — - ___ - I I � I DO 1 immmmmmmmi 0 6 0 7 m 8 m 9 m 10 0 1 1 � 0 12 m 13 0 14 0 15 m 16 m 17 m 1 8 m 19 m 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 i I I I , , I 11 I � ,71 i � 111�111.___._.. � 11111..�. wv.;.,��,, 4�,,. "', �� I I � ___ I ___ 11 ________7 1 I , I I 1. ; � - � 0 � i 1.1, � , , __ - ___ __ I --I-- 10 4 8 2 17 20 R E 0 D E C E B A ... ........ tR ------- KEYNOTE LEGEND ------- - - ---- - ........... ... --------- ------ . . . .... ... ----------------- . ..... ..... . ..... ... .. ..... .. . . .. ..... .... . .. ..... .... ... . . . .. .... .. ... ..... iT EXA4 M 2 FXAM RA UMA tM OFF 1 C O L T I 0 N 5LOOD. I'e)N .. ..... ..... GAS CALL FLEE CTRIC .c F C, PROCE81SE11 T 0 R CORR ..... ... .. -7 N I7-11I 7L EXAM OFFICE tN U R E EXAM 6 601, L HOLD WASH'= SE: C L US; I 0 N C 0 IATION R ItF E. C, IIE X II0 7DE CONTAM !NATION - - --------- -- - -- .. I ....... MED6 EXAM H - T T W CK1FZ5 CORR I.... ; ji - - ----------- ---- C 0 N, SHOWER ............................ ................ �11 - -------------------- - C -------- 0 0,081 IA. AN ............ .. .............. ...................... . . ............ - ...... .................. 0.0131 2 I.......... 0 EXAM I0.4 IIPROJ. . ............. .......... Exi, TRANSITION JAN- ..... ..... GENERAL NOTES TAFF XAM < ... . ...... . ............... 171 ---------- LOUN r I.014 remove existing elevator cab a n d controls -73P ELEV 'ORR remove existing elevator IE 0 j1 �,! a U I F X A�, E X AM EXAM X AM equipment - - ---- ---- --------- I26 ......... . ... , L 24 21 remove existing cubicle curtain NUR6" V SUPPLY and track EXAMi -I ----- - t 1 �, TLT it A L C I T L Tl ITILT remove existing equipment itremove ttII.............. T: existing ....... ............. ............. G R R itI- O"Bal -- ------- - ------------------- --- cabinets/casework remove ex s n oor an Iframe X A L.4 1-21 ............ ........... ..... .. . . .... 0,01211 . ........ . 0.085 remove existing window 0.086 remove existing storefront (O SOIL 0.081 curtain wall remove existing automatic ZZ: ------ X AM �<AM . i E X M HOL MIN AM z EX a I Ing cor 011 i XAMi I RE 5ULT 12 i WA 1 T 1 NG ! : 11 �1' I i : i . r-ROOM 10 0;*ICE 28 PE 1) 6 .................. remove existing partitions remove existing partition as . .. .. ... .. .............. > . ..... ... .. ... required for new opening . ... .. . . .. .... ..... .. ... ..... .... 01-4 F-1 ------------- 0,181 existing door and frame to � . .......... .......... FF =�l I r -------------------- - - - - ------- ------ . . .... .... ........ . .. ... ... - - - - - - remain existing to remain I- -T partition 'Z F, R 0 C U R I I-TE i16 MED NURSE 0.302 0,401 remove existing concrete slab remove existing plumbing - CLEAN EXAM O V 0 OL31 213 PE D 5 LE HOLD STATI WAITIN 0.451 Fixture existing plumbing fixture to Iremain - -- U 0,01BI 0.105 light RE G[V R A I 14 IF remove existing exit Mtn .............. 0,014 0,803 Fixture relocate L NURSE 0.401 EXAM . ... ...... RN I0,804 GE ELEV SOIL ELEV I STATION 0.0(01 30 PEDS < 0.1�81 store as directed b� the owner door IIMECH HOLD temporar� and frame L IT'R 03131 temporar� partition - - ------ - - itLIN" . ........ . . ------------- -- ---- - - --- - - --------- - -- I�j TRIAGE OL lipul 77* 1.01 MIN I -01 j 4 AN ING TA G TRIAGE; TRIAGE 1 2 ir 04 --- -------- . ............ G, RE T OAE�I I0401 SEAL T�l X XAM EX M A I EXAM E XAM I34 3 31 35 3 32 F 0.-I05 L 0.603 WAITING fI 1 1.71 I -11 1 I-(01 31.111 11 11 Z-(0�4 -21 4 iL it .. ........ . ..... - ----------- . . .... ......... ........... ..... ..... ------------ - ....... L t------ OS(O 16 3 0.081 10-TLT 11 0 11, 0 SE .0�& COPY D RS --- 02 CO WORK WORK OFF ICE PAUL 0.01B1 05SE 04 ELEC L . . . . . . . - - - - - - - . . ... .. ... .. C14 0.302 cORR -------------- 0.06 1 0.0131 ij� T Al R "R FLORIDA HOSPITAL 054 0-0(01 RECEPTION OFFICE Zephyrhills Fr 1% (O -01 0,021 0,804 L MIN .0 4 14 -41 .01 ED EXPANSION & ORTHO --7 EF INUR SE FEC 05SE STATION DOCTO� RENOVATION LLL 3�- i z O, R z CORR -n -- -- ----- -- IL 0,401 LJ 055E�y L-L.J L - - - Hunton I5RE TT S-TLT tLT CT CONTROL SCAN ROOM FUTURE I I A R C H I T E C T S .......... ............. CT 0.161 L C A N IORAG�- tI0 I E ISTAW IDATE SUBMISSION NO. .081 IE- E-IT 0.0sl I04.15.1(o CONSTRUCTION DOCUMENTS C14 L - - - - - - - - 1L 0155ER� ---- F E'� C, % CORR >> CORR i0 .......... ...... ............. ................. .................. . . 05-SERV MIN K 7 0.40U� L ------ 47 05SERV, CLEAN /I if P-TLT EQUIP N 0.80 3, i kC. A L C,/ E RAD TLT. MMMO FL,7� DEMOLITION PLAN 1ST LEVEL L ------------------ --- j %71 r EC 1 PHASE Al DEMOLITION PLAN 1ST LEVEL PI-IJAUSE 1 NO H -15021.00 SHEET DRAWN Author D1 1 1 '2 13 14 0 1,3 7 1 4 15 2 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 ■ ■ ■ ■ ■ kt. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ z OCCUPANT EXIT CAPACITY VERTICAL EXIT WIDTHS HORIZONTAL WIDTHS w Q n VERTICAL TOTAL p HORIZONTAL (STAIR) EXIT U SQUARE CAPACITY CAPACITY CAPACITY STAIR DOOR STAIR HORIZONTAL HORIZONTAL V AREA FOOTAGE PROVIDED PROVIDED PROVIDED STAIR DOOR WIDTH WIDTH STAIR EXIT WIDTH EXIT WIDTH O (SQUARE PER OCCUPANT (NO. OF (NO. OF (NO. OF WIDTH REQ'D PROVIDED REQUIRED WIDTH REQUIRED PROVIDED U) COMPARTMENT OCCUPANCY FEET) OCCUPANT LOAD PEOPLE) PEOPLE) PEOPLE) (INCHES) (INCHES) (INCHES) PROVIDED (INCHES) (INCHES) 1A Institutional: Inpatient treatment 11,763 SF 240 SF 50 775 0 775 0 0 0 0 10 155 1 B Institutional: Outpatient 19,629 SF 200 SF 99 715 0 715 0 0 0 0 20 143 1C Institutional: Outpatient 15,813 SF 200 SF 80 1,310 0 1,310 0 0 0 0 16 262 1D Institutional: Outpatient 13,707 SF 200 SF 69 1,070 0 1,070 0 0 0 0 14 214 1 E Institutional: Inpatient treatment 12,736 SF 240 SF 54 0 293 293 32 75 44 88 0 0 1 F Institutional: Inpatient treatment 12,016 SF 240 SF 51 585 153 738 32 41 44 46 11 117 1 G Institutional: Sleeping 4,709 SF 120 SF 40 620 0 620 0 41 0 46 8 124 1 H Institutional: Outpatient 5,774 SF 200 SF 29 330 0 330 0 0 0 0 6 66 11 Institutional: Inpatient treatment 12,884 SF 240 SF 54 0 0 0 0 0 0 0 11 0 1J Institutional: Outpatient 13,361 SF 200 SF 67 720 0 720 0 0 0 0 14 144 122,393 SF 593 6,125 446 6,571 64 157 88 180 110 1,225 1ST LEVEL 122,393 SF 593 6,125 446 6,571 64 157 88 180 110 1,225 ❑I _ = S STAIR NO. C CAPACITY: 154 ENTRANCE DOOR: 41" / 0.2 = 205 STAIR. 46" / 0.3 = 154 DISCHARGE DOOR. 41" / 0.2 = 205 DISCHARGE LEVEL: 1ST H H STAIR NO. G CAPACITY: 154 ENTRANCE DOOR: 36" / 0.2 = 180 STAIR. 46" / 0.3 = 154 DISCHARGE DOOR: 39" / 0.2 = 195 _. _ ..:: :........ DISCHARGE LEVEL: 1ST% SIC 1G 7F] - + + + + + + + + + NRvtR r + + + + + + + + + + + 67 + + + + + + ; - + _ + + + + - r c +_t�l v j + = r ii + + + -SC 1A I� +Q ` + + �1,763 SF _ + ++ a� STAIR NO. E r ^ ) ++ +� ' _ CAPACITY: 154 .,F U + ENTRANCE DOOR: 36" / 0.2 = 180 - - -- STAIR: 46" / 0.3 = 154 DISCHARGE DOOR: 36" 10.2 = 180 DISCHARGE LEVEL: 1ST Al INTERIM LIFE SAFETY PLAN -1ST LEVEL - PHASE 1 1" = 20'-0" STAIR NO. CAPACI :154 ENTRANCE DO : 41" / 0.2 = 205 STA :46" / 0.3 = 154 DISCHARGE DO : 41" / 0.2 = 205 DISCHARGE LEV : GROUND STAIR NO. L CAPACITY: 140 ENTRANCE DOOR: 36" / 0.2 = 180 STAIR. 42" / 0.3 = 140 DISCHARGE DOOR: 36" / 0.2 = 180 DISCHARGE LEVEL: 1ST STAIR N O . M CAPACITY: 140 ENTRANCE DOOR: 39" / 0.2 = 195 STAIR: 42" / 0.3 = 140 DISCHARGE DOOR: 39" / 0.2 = 195 DISCHARGE LEVEL: GROUND LIFE SAFETY LEGEND FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FVC FIRE VALVE CABINET WITH EXTINGUISHER FB FIRE BLANKET CARD SWIPE / PUNCH PAD - SECURED ACCESS 0 MAGNETIC HOLD OPEN MAGNETIC LOCK SMOKE DETECTOR ® HEAT DETECTOR EXIT LIGHT ® FIRE ALARM MANUAL PULL STATION FIRE ALARM VOICE EVAC. SPEAKER FIRE ALARM AUDIBLE / VISUAL ALARM FIRE ALARM VISUAL ALARM 8 EXITARROW / CLEAR WIDTH ElLIMITS OF EXIT PASSAGEWAY SMOKE TIGHT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE LIMITS OF SUITES SMOKE RESISTANT PARTITION - - - 1 HOUR RATED FIRE PARTITION - - 2 HOUR RATED FIRE PARTITION 1 HOUR RATED FIRE / SMOKE PARTITION - - ---- 2 HOUR RATED FIRE / SMOKE PARTITION -•••-•••-••• 3 HOUR RATED FIRE PARTITION -•••--• - 3 HOUR RATED FIRE / SMOKE PARTITION -•••-•- 4 HOUR RATED FIRE PARTITION -• •_--••••m 4 HOUR RATED FIRE / SMOKE PARTITION DE LOCKED DOOR INDENTIFICATION RELATING TO THE PATH OF EGRESS LKt (NFPA 101) FE FREE EGRESS DOOR: NO EXISTING OR NEW LOCKING MECHANISMS TO PREVENT EGRESS AC ACCESS -CONTROLLED EGRESS DOOR (7.2.1.6.2 & 18.2.2.2.4) DE DELAYED EGRESS EGRESS DOOR (7.2.1.6.1 & 18.2.2.2.4) LK1 LOCKED DOOR: DOOR NOT CONSIDERED TO BE AN EXIT OR REQUIRED FOR EGRESS LK2 LOCKED DOOR: CLINICAL OR SPECIAL NEEDS (18.2.2.2.4(1) & 18.2.2.2.5) NOTE 01 - DOOR INGRESS TO BE LOCKED AFTER HOURS SEAL MI: \ A 16 73 PAUL `#ESR0016073 FLoRiDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton WEI A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS INTERIM LIFE SAFETY PLAN - 1ST LEVEL- PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN DMC Dill L ■ ■ ■ ■ ■ ■ ■ v.. ■ _ ■ ■ ■ =s ■ ■ 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 3 � 4 � � � � /� � � 8 � � 12 � 13 � 14 � 15 � 18 � 17 � 13 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407)839'0888 (407)830-1709/Fox vmmw.huntonbrady.00m LiuenseAAC001744 | '- --- '-- ■ ■ 3 ■ ■ ■ C ■ i ■ ■ 0 ■ : i ■ 12 ■ 1 3 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ ;gip KEYNOTE LEGEND R P ■ 0 N M ■ K H ■ i ■ F D ■ ■ l� ( 4 J ■ A CL CL J Al 1/8" = 1'-0" c` \1. 4 \ i DEMOLITION PLAN - 2ND LEVEL - AREA 1 4 ■ ■ {wS ■ jr ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 18 ■ 14 GENERAL NOTES 0.014 remove existing elevator cab and controls 0.061 remove existing cabinets/casework 0.011 remove existing roofing 0.014 remove existing fascia 0.085 remove existing window 0.091 remove existing partitions 0.096 remove existing partition as required for new opening 0.302 remove existing concrete slab 0381 temporary door and frame 0.991 temporary partition SEAL O1,0 N C^ s .Na A1 73 a � PAUL L:� AR0016073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton /v N ? A £ 1?�A 11 A R C H I T E C T S 011 0.991 DATE SUBMISSION NO. E • t_",�.E 04.15.16 CONSTRUCTION DOCUMENTS z ga P EfN F�. ice£ a°.Pi4 g` L4�E a i,g�a53 g 0.302 ( Fa' t.• o s v: 3 ter DEMOLITION PLAN - 2ND LEVEL - AREA 1 A15 FLOOR PLAN - 2ND LEVEL - AREA 3 PROJ. NO. H-15021.00 SHEET DRAWN Author 1/8" = 11-0 19 D 121 ■ 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■ ■ ■ 7 ■8 ■ 9■10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 18 ■ 16 ■ 17 1s ■ Ica ■ 20 KEYNOTE LEGEND R P ■ 0 ■ N ■ ■ K ■ 3—� ■ G ■ F Ir Iwo C ti. I - A T M ti 6 Al DEMOLITION PLAN - 2ND LEVEL - AREA 2 1/8" = 1'-0" R ■ ■ 3 ■ ■ ■6 ■ 7 ■ 3 ■ ■ 10 11 ■ 12 13 ■ 1= ITr GENERAL NOTES 0.011 remove existing toilet compartments 0.012 remove existing bumper guard 0.014 remove existing elevator cab and controls 0.021 remove existing equipment 0.061 remove existing cabinets/casework 0.011 remove existing roofing 0.014 remove existing fascia 0.081 remove existing door and frame OD85 remove existing window 0.091 remove existing partitions 0.092 remove existing ceiling 0.093 remove existing soffit 0.094 remove existing floor finish OJOS& remove existing partition as required for new opening 0.101 existing to remain 0.181 existing door and frame to remain SEAL PAUC L M11'CNESKE AR0016073 IV FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hu nton : �r A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS DEMOLITION PLAN — 2ND LEVEL - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN author D122 ■ 15 ■ 16 ■ 17 ■ 18 ■ 18 ■ 20 Copyright HuntonBrady Architects P.R. 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 H C ■ B r Ca' ■ _ ■ s ■ ■ ■ ■ 7 ■ ■ ■ ■ ■ 12 ■ 13 ■ 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 0 8 10 12 13 114 n 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 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ t ■ ■ � ■ 10 ■ : '1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <;1 P ■ 0 ■ N ■ 1vt ■ K ■ H ■ G ■ fr. ■ ■ ■ C ■ B ■ E� A cn d� L.. 0 MASTER KEYNOTES MASTER KEYNOTES MASTER KEYNOTES 03 05 05 UNDERSLAB VAPOR 0152 00.E01 cant 08 88 16,A02 integrated blinds BARRIER 0152 00F03 metal backer fastening strip polycarbonate glazing 03 05 05.A01 underslab vapor barrier 0152 00.1<01 fastener 09 21 16 GYPSUM BOARD 03 05 05.501 seam tape 015400 THERMOPLASTIC ASSEMBLIES 03 35 it CONCRETE FLOOR FINISHES MEMBRANE ROOFING 09 21 16.A01 gypsum board / metal stud 03 52 16 LIGHTWEIGHT INSULATING 0154 00.A@I thermoplastic membrane interior partition - see CONCRETE roofing partition types 03 52 16,A01 lightweight concrete roof 01 54 00,501 base flashing 09 21 16.BOI metal stud insulation assembly 01 54 00G01 membrane sealant 09 21 16.802 metal CH stud 03 52 16.501 lightweight insulating 01 62 00 SHEET METAL FLASHING 09 21 16.001 metal stud U runner concrete AND TRiM 09 21 16.0O2 metal stud J runner 055000 METAL FABRICATIONS 01 62 00,A01 metal coping 09 21 16.E01 metal resilient channel 05 50 00,A01 steel angle 01 62 00.AO2 metal coping splice cover 09 21 16.E02 metal hat channel furring 05 50 00.AO2 steel tee 0162 00.AO3 metal coping concealed 01521 16.E03 metal zee furring 05 50 00.A05 steel tube splice plate 01321 16F01 gypsum board ceiling 05 50 00.A06 steel plate 01 62 00,501 metal flashing suspension system 05 50 00.001 steel ladder 0162 00.503 metal sill flashing 09 21 16,H01 gypsum board 05 50 00,CO2 steel flat bar side rail with 01 62 00.510 metal counter flashing - 2 OS21 16,H02 fire -rated gypsum board holes to receive rungs piece 09 21 I6.H06 gypsum the backing board 05 50 00.CO3 steel round bar rung 0162 00.004 metal drip edge 09 21 16.J@I fire -rated gypsum shaft 05 50 00.004 steel flat bar wall bracket 01 62 00F02 continuous metal cleat liner board 05 50 00.CO5 steel angle floor bracket 0162 00101 metal scupper 09 21 16.1G01 exterior gypsum wall 05 50 OOE05 brake metal 01 62 00.M01 metal downspout sheathing 05 50 @@F@1 metal plank grating 01 62 00.PO1 metal gutter 09 21 16.1-01 sound attenuation blanket 05 50 000O1 expansion anchor 01 62 00.P01 metal gutter splice cover 09 21 16.N01 corner bead 05 50 00.GO1 screw plate 01321 16.1*01 reveal molding 051500 DECORATIVE FORMED 0162 00.002 precast concrete splash 09 24 00 PORTLAND CEMENT METAL pads PLASTERING 05 15 00,501 metal column cover 0162 00.501 fastener @9 24 0OA01 stucco 061000 ROUGH CARPENTRY 01 81 00 APPLIED FIREPROOFING 09 24 00.AO2 stucco on metal lath 06 10 0@.A01 wood blocking 018400 FiRESTOPPING 09 24 00.501 metal lath 06 10 00.501 plywood 01 84 00.A01 firestopping assembly 09 24 OOD02 casing bead 06 20 00 FINISH CARPENTRY 0184 00.CO1 firestop sealant 09 24 00.J01 spacer 06 20 00.A01 wood sill 01,3100 PREFORMED JOINT SEALS 09 30 00 TILING 06 4100 ARCHITECTURAL WOOD 01 91 00.A01 precompressed foam 09 30 00.A03 porcelain the CASEWORK expansion joint seal 09 30 00.AO5 glass mosaic the 06 41 00.001 plastic laminate faced base 0113200 JOINT SEALANTS 09 30 00F01 crack isolation membrane cabinet 01 92 0OA01 sealant and backer rod 09 30 0OP02 waterproof membrane 06 41 00,CO2 plastic laminate faced wall 01 92 00.402 sealant 09 30 00,H01 grout cabinet 01 92 00,501 acoustic sealant @9 5100 ACOUSTICAL CEILINGS 06 41 00.CO3 plastic laminate faced tall 01,3513 EXPANSION JOINT COVER 09 51 00,A01 suspended acoustical panel cabinet ASSEMBLIES ceiling system 06 41 00.004 plastic laminate faced 01 95 13.A01 floor to floor expansion 09 51 00.001 ceiling suspension system cabinet door joint cover 09 5416 LUMINOUS CEILINGS 06 41 00.C@5 plastic laminate faced 01 95 13.A02 floor to wall expansion joint 09 54 16.A01 suspended luminous ceiling drawer cover system 06 41 00,C06 plastic laminate faced file 01 95 13.501 wall to wall expansion joint 09 65 00 RESILIENT FLOORING drawer cover 09 68 00 CARPETING 06 41 00.009 plastic laminate faced 08 11 13 HOLLOW METAL DOORS 09 68 13 TILE CARPETING support panel AND FRAMES 09 12 00 WALL COVERINGS 06 41 00.C11 (antic. laminate faced panel p p 08 11 13.A01 steel door 09 12 00.AO4 tackable wall covering 06 41 00.C13 plastic laminate faced shelving 08 11 13DO1 steel door frame 09 90 00 PAINTING AND COATING 06 4100.1401 wood framing 06 11 16 ALUMINUM DOORS AND FRAMES 09 90 @0.A01 paint 06 41 00.L03 adjustable shelf support 08 11 i6D01 aluminum door frame @� 91 23 INTERIOR PAINTING clip 08 14 16 FLUSH WOOD DOORS 09 % 00 HIGH-PERFORMANCE 06 41 00,Q@1 pull 08 14 16.401 prefinished flush wood 09 96 00.A@I COATINGS high-performance coating 06 41 00.Q12 wardrobe rail and supports veneer faced wood door 06 41 00.Q13 hanging file system 08 31 00 ACCESS DOORS AND 09 96 00.501 elastomeric coating 06 41 00.Q15 concealed countertop PANELS 10 2123 CUBICLES support bracket 08 31 00.A@1 flush access door 10 21 23.AO1 cubicle track 0(0 61 00 SIMULATED STONE 083200 SLIDING GLASS DOORS 10 21 23.AO2 cubicle curtain fabric FABRICATIONS 08 32 00.A02 exterior hurricane resistant 102601 WALL AND CORNER 06 61 00.A01 solid surfacing sliding aluminum -framed GUARDS 06 61 00,A02 quartz surfacing glass door and frame unit 10 26 01,A01 rigid sheet wall protection 06 61 00.501 solid surfacing panel 0832 13 SLIDING ALUMINUM -FRAMED 10 26 01.501 wall guard 06 61 00.503 solid surfacing sill GLASS DOORS 10 26 01.502 handrail 06 61 OOJ505 solid surfacing 0633 23 OVERHEAD COILING 10 26 01,503 corner guard prefabricated shower base DOORS 102800 TOILET, BATH, AND 06 61 00.001 quartz surfacing panel 08 33 23.AO3 interior overhead coiling LAUNDRY ACCESSORIES 06 61 @@.C@4 quartz surfacing threshold door 10 26 00.F0 toilet tissue dispenser - 01 1113 BENTONITE PANEL 08 33 23.001 metal guide surface mounted WATERPROOFING 0842 29 AUTOMATIC ENTRANCES 10 28 00G01 seat cover dispenser - 01 11 13.,401 bentonite panel AND DOOR OPERATORS surface mounted waterproofing 08 42 29.A01 automatic sliding entrance 10 28 00101 soap dispenser - surface 01 11 13F03 sealant tape door assembly mounted 01 11 13.G02 water soluble tubing filled 08 42 29.A02 automatic sliding 10 28 00.M01 grab bar - wall mounted with active granular material hurricane -resistant entrance 10 28 00.MO2 grab bar - toilet - corner 01 11 13.H01 waterstop door assembly mounted 01 11 13,J01 mechanical fastener 0842 43 INTENSIVE CARE UNIT / 10 28 00,M03 grab bar - shower - corner 0121 00 THERMAL INSULATION CRITICAL CARE UNIT ENTRANCES 10 28 00.N01 mounted framed mirror 01 21 00.AO2 rigid foam board roof Insulation 0642 43.401 sliding iCU / CCU door 10 28 00201 diaper changing station - 01 21 00.001 thermal bats insulation 0842 43.403 system telescoping ICU / CCU door 10 44 00 surface mounted FIRE PROTECTION 012400 EXTERIOR INSULATION AND system SPECIALTIES FINISH SYSTEMS 08 42 43.001 frame 10 51 00 LOCKERS 01 24 00.A01 exterior insulation and finish 08 43 13 ALUMINUM -FRAMED 10 51 OO.AO3 plastic -laminate -clad locker 01 24 00.801 system finish coat STOREFRONTS 1152 23 AUDIO-VISUAL EQUIPMENT 08 43 13,A01 interior aluminum -framed SUPPORTS 01 24 @0.001 base coat storefront system 11 52 23.AO1 flat panel wall mount 01 24 00D01 reinforcing mesh 054413 GLAZED ALUMINUM CURTAIN 12 2400 WINDOW SHADES 0124 OOD02 detail mesh WALLS 1236 00 COUNTERTOPS 01 24 00.E01 insulation board 08 44 13.A01 glazed aluminum curtain wall 12 36 00.001 plastic laminate faced 01 24 00F01 water -resistive barrier coat system countertop 0124 00,J02 cavity drainage plane with 08 44 13.A02 hurricane resistant glazed 12 36 00.CO4 plastic laminate faced vertical adhesive notched aluminum curtain wall system backsplash trowel configuration 08 44 13,C06 extruded aluminum interior 12 36 00,E01 solid surfacing countertop 01 24 0ONO3 drainage J track stool trim 01 24 00.Q0I joint tape 08 56 54 SECURITY AND DETENTION 12 36 @0,E02 solid surfacing countertop with integral sink 012500 WEATHER BARRIERS WINDOWS 12 36 @0.E04 solid surfacing backsplash 01 2500,401 self -adhering sheet 08 56 54.A01 security view window 12 36 @0.E05 solid surfacing panel i membrane vapor retarder 061100 DOOR HARDWARE 01 2500,501 fluid -applied membrane 088000 GLAZING 12 36 00F01 quartz surfacing countertop vapor retarder 08 8000,501 tempered clear glass 12 36 @0.P01 edge banding 01 25 @@,C01 self -adhering flexible 08 80 @0D01 hurricane resistant laminated 12 36 @0.P02 grommet flashing clear glass 12 36 @O.QOI countertop support bracket 01 42 13 METAL WALL PANELS 08 80 00D01 hurricane resistant laminated 12 36 00.Q02 concealed countertop 0152 @@ MODIFIED BITUMINOUS low E clear glass support bracket MEMBRANE ROOFING 08 80 00.J01 insulating hurricane resistant 12 36 00.R01 plywood 01 52 00,401 modified bituminous roofing laminated low E clear glass 12 48 13 ENTRANCE FLOOR MATS 01 52 00.501 base flashing 08 60 OOJ<01 tempered Insulating AND FRAMES 0152 00.502 liquid membrane flashing hurricane resistant laminated 12 48 13.A01 entrance floor grille - 01 52 00.503 flexible flashing clear glass recessed 01 52 00,504 self -adhering flashing 08 80 00.1-04 fire -rated safety -rated 14 20 10.502 hydraulic service elevator 0152 00.CO1 rigid board roof insulation glass 14 20 10.C@I elevator door 01 52 00.CO2 tapered rigid board roof 08 60 00.M0I security glazing 14 20 IOD01 elevator cab insulation 06 88 16 INTEGRATED BLINDS 01 52 00D01 gypsum roof sheathing GLAZING 0152 OOD02 roof cover board 08 88 16.A01 integrated blinds glazing Al MASTER KEYNOTE LEGEND NO SCALE MASTER GENERAL NOTES MASTER GENERAL NOTES 3.501 cold formed metal studs ACOS ACOUSTICAL 0.011 remove existing toilet compartments 3.504 cold formed metal stud bracing ADDL ADDITIONAL 0.012 remove existing bumper guard 3.505 cold formed metal track ALT ALTERNATE 0,014 remove existing elevator cab and 3.551 expansion bolt AND controls 3.811 metal deck ANGLE 0,015 remove existing elevator equipment 3.816 compressible material ARCH ARCHITECTURAL 0,016 remove existing cubicle curtain and 3,818 grout AT track 3.822 underside of structure 0.021 remove existing equipment 4.015 vent piping BM BEAM 0,061 remove existing cabinets/casework 4,053 floor drain BRG BEARING 0.011 remove existing roofing 4201 lavatory (wall hung) BLKG BLOCKING 0.014 remove existing fascia 4202 lavatory (counter mounted) BO BOTTOM OF 0981 remove existing door and frame 4,203 sink BLDG BUILDING 0.085 remove existing window 4205 mop sink (floor mounted) 0.086 remove existing storefront / curtain 4208 water closet (floor mounted) CLG CEILING wall 4.212 clinical sink (floor mounted) CL CENTER LiNE 0.081 remove existing automatic sliding 4.255 prefabricated shower C CHANNEL 0.091 door remove existing partitions 4303 drinking Fountain COL COLUMN 0,092 remove existing ceiling 5.051 fire sprinkler head CONC CONCRETE ODD remove existing soffit 6.011 supply air diffuser CONTR CONTRACTOR 0.094 remove existing floor finish 6,051 return air grille CG CORNER GUARD 0.096 remove existing partition as 6.101 exhaust air grille required for new opening 1,013 receptacle DET DETAIL 0.101 existing to remain 1,051 lightning protection terminals pIAG DIAGONAL 0.122 existing headwall to remain 1,053 lightning protection bracket DIA DIAMETER 0.141 existing masonry to remain 1.101 fluorescent light fixture DN DOWN 0.111 existing roofing to remain 1.102 downllght fixture pWGS DRAWINGS 0.113 existing membrane flashing to remain 1.108 undercabinet light fixture pF PRINKING FOUNTAIN 0,181 existing door and frame to remain 1.109 pendant light fixture 0.185 existing window to remain 1.113 LED light fixture EA EACH 0.190 Architectural Existing To Remain - 8.010 see technology drawings for type EF EACH FACE Finishes and size EW EACH WAY 0.191 existing partition to remain EWC ELECTRIC WATER COOLER 0.192 existing ceiling to remain EL ELEVATION 0,195 existing stucco to remain ELEV ELEVATOR 0.191 existing exterior gypsum sheathing EQ EQUAL to remain EQUIP EQUIPMENT 0.212 remove existing landscape materials EXIST EXISTING 0.213 remove existing fence EFHC EXISTING FIRE HOSE CABINET 0.214 remove existing knee wall EJ EXPANSION JOINT 0302 remove existing concrete slab EXT EXTERIOR 0350 Structural Existing to Remain 0354 existing concrete column to remain FiN FINISH 0355 existing concrete beam to remain FE FIRE EXTINGUISHER 0361 existing steel structure to remain FEC FIRE EXTINGUISHER AND 0382 CAB INE T 0,401 remove existing plumbing fixture FH/EC FIRE HOSE / EXTINGUISHER 0.451 existing plumbing fixture to remain CABINET 0.453 existing roof drain to remain FHC FIRE HOSE CABINET 0,104 remove existing light fixture FHV FIRE HOSE VALVE 0,105 remove existing exit light fixture FHVC/E FIRE HOSE VALVE / 0.131 temporary exit light fixture EXTINGUISHER CABINET 0,801 match existing FHVC FIRE HOSE VALVE AND 0,803 relocate CABINET 0,804 store as directed by the owner FL FLOOR 0.805 relocated from existing Fp FLOOR DRAIN 0.981 temporary door and frame FtG FOOLING 0.SSI temporary partition FDN FOUNDATION 0.994 temporary partition to be installed GALY GALVANIZED for phase 2A 4 25 and removed before phase 2C work begins GA GAUGE OR GAGE 0,995 temporary partition to be installed GIR GIRDER for phase 2C and removed before GIRD BM GRADE BEAM phase 2D work begins GB GYPSUM BOARD 0.996 temporary partition to be installed for phase 2D and removed before HC HANDICAPPED phase 2E work begins HT HEIGHT 0,991 temporary partition to be installed HP HIGH POINT for phase 2E HM HOLLOW METAL 1,012 wall HORIZ HORIZONTAL 1,013 ceiling 1,014 soffit iF INSIDE FACE 1.016 parapet iNSUL INSULATION 1,051 eased edge iNT INTERIOR 1.056 revea 1,061 control joint Jt JOINT 1.081 prefinished 1.124 markerboard ln.i.c,) LT Wt LIGHT WEIGHT 1,132 television (n.i.cJ LLH LONG LEG HORIZONTAL 1.135 vending machine (n.i.c.) LLV LONG LEG YERtiCAL 1,136 computer equipment (n,i,c,) LP LOW POINT 1,139 printer (n,i,c,) 1,233 wheelchair (n.i•c.) MFR MANUFACTURER 1301 align MO MASONRY OPENING 1302 shim as required MATL MATERIAL 1308 extend studs to structure above MAX MAXIMUM 1.401 bookcase ME CH MECHANICAL 1.402 furniture allowance MIN MINIMUM 1.403 patient scale 1.101 see Door Schedule for door type NOM NOMINAL 1,102 see Door Schedule / Frame Types / NIC NOT IN CONTRACT Glazed opening types for glass 1.151 see Finish Plan for material and/or NtS NOT TO SCALE finish 1,152 match existing flooring OC ON CENTER 1.168 match existing suspended OPGN OPENING acoustical ceiling OFF OPPOSITE 1.111 feather joint OH OPPOSITE HAND 1.112 match existing gypsum ceiling OF OUTSIDE FACE 1.818 knee space 2.012 concrete paving PH PENTHOUSE 3.051 concrete foundation PL PLATE 3.101 concrete slab on grade PLBG PLUMBING 3.102 concrete floor slab Pt PRESSURE TREATED 3.103 concrete floor slab on metal deck 3,104 concrete roof slab RAD RADIUS 3.109 concrete roof slab on metal deck RE: REFER TO 3.161 c.i.p, concrete elevator pit REF REFERENCE 3.166 c.i p. concrete sump pit RE iNF REINFORCING 3.311 concrete masonry unit REQ'D REQUIRED 3.316 grout fill REV REVISION 3.403 steel angle RE) ROOF DRAWN 3.405 steel tube RO ROUGH OPENING 3.431 steel beam 0 ROUND OR DIAMETER 3,411 steel plate 3.412 steel bent plate A7 MASTER GENERAL NOTE LEGEND Al2 ABBREVIATIONS NO SCALE NO SCALE SCHED SCHEDULE SECT SECTION SIM SIMILAR SOG SLAB ON GRADE SPECS SPECIFICATIONS SQ SQUARE STD STANDARD STL STEEL SYM SYMMETRICAL THKNS THICKNESS TO TOP OF TYP TYPICAL UNO UNLESS NOTED OTHERWISE ViF VERIFY IN FIELD VERT VERTICAL WS WATER STOP WT WEIGHT WWF WELDED FIRE FABRIC W WIDE FLANGE W/ WITH W/0 WITHOUT ■ ■ ? ■ 4 ■ u ■ 6 ■ 7 ■ 6 ■ 9 ■ 0 ■ 11 ■ 1-) ■ 13 ■ 1 PROJECT NORTH NORTH REFERENCE TRUE NORTH HE IGHT ELEVATION TARGET 1ST LEVEL POINT OF -'SOP OF PARAPET ELEVATION DETAILED DETAIL NUMBER •AREA SIM �� Al o DETAIL REFERENCE Ai 01 i SHEET NUMBER ,����i SECTION SIM NUMBER Al A1@1 SECTION REFERENCE SHEET NUMBER ELEVATION Al SIM NUMBER ARROWS POINT A101 ELEVATION REFERENCE TO ELEVATIONS DRAWN SHEET NUMBER TNE ",0 WEXISTINGCOLUMN DESIGNATION LUMN COLUMN i I REVISION NUMBER SCOPE OF REVISION K000 KEYNOTE REFERENCE Cs000 GENERAL NOTE REFERENCE A GENERAL BUILDING SEAL NOTES, SEE A0@I G16 SYMBOL LEGEND NO SCALE I i 1. SOLID LINES INDICATE NEW CONSTRUCTION FOR THIS DIVISION. SCREENED LINES INDICATE EXISTING CONSTRUCTION TO REMAIN OR NEW CONSTRUCTION COVERED IN ANOTHER DIVISION, 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING RELATED CONDITIONS AND REPORT DISCREPANCIES TO THE ARCHITECT AND OWNER'S REPRESENTATIVE. 3. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS t0 PREVENT DAMAGE TO OWNER'S OCCUPIED FACILITIES ADJACENT t0 NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. 4. METAL STUD PARTITIONS ARE DIMENSIONED FROM FINISHED FACE OF PARTITION TO FiNiSH FACE OF PARTITION OR GRID LiNE OR TO FINISHED FACE OF EXISTING WALLS AND COLUMNS EXCEPT WHERE NOTED OTHERWISE. 5. WHEN A WALL TYPE BUTTS UP TO AN EXISTING COLUMN OR WALL, FINISH WALL SURFACES MUST ALIGN. (o. REFER TO DIVISIONS 'FP', 'P', 'M' AND 'E' FOR COORDINATION OF MECHANICAL AND ELECTRICAL WORK, OF r•. 1677.0 PAUL L IIACHESKE AR001 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hu ntonME9 A R C H I T E C T S DATE SUBMISSION NO. �4.15.16 CONSTRUCTION DOCUMENTS MASTER KEYNOTES - NOTES AND SYMBOL LEGEND A16 CONSTRUCTION NOTES PROJ. NO. H-15021,00 SHEET DRAWN DMC NO SCALE A001 ■ 18 ■ 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 ■ 2 ■ 3 ■ 5 ■ ■ 10 ■ 1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R r P 0 N c_ M L K i H a F D C ■ B tIF s�3 A C.1 r BUILDING ENVELOPE WEATHERPROOFING NOTES PAINTING NOTES: 14. The base bid includes using all acrylic exterior paint. There is an 1. Appendix A in the project manual includes a report titled Initial add alternate to use an elastomeric coating in certain areas on the Visual Evaluation of the Building Envelope Construction which was building that will not be impacted by the future work to be performed in prepared for the Owner on February 24, 2014 by CMC Construction Phases 2, 3 and 4 as described in the schematic design documents Moisture Consulting Inc. CMC Project No. 14-02007. The initial issued separately dated 02.28.14. observations by CMC were performed at ground level. The contractor shall perform a more detailed review of the building exterior including 15. In all areas described in the exterior elevations to receive the upper portions of the building that will require equipment to gain elastomeric coating Dow Corning Allguard Bone White, the based bid access. The contractor shall review the report and confirm all existing shall be the Sherwin Williams SW6357 Choice Cream color. conditions in the field in order to price the scope of work as follows. 16. In all areas described in the exterior elevations to receive the 2. Areas of the exterior building elevations where the Owner has elastomeric coating Dow Corning Allguard Whole Wheat, the base bid reported past water intrusion issues have been noted on the exterior shall be the Sherwin Williams SW7694 Dromedary Camel. elevation drawings with a "2'. 17. In exterior elevations on A201, areas of new EIFS shall have an 3. Areas of the exterior building elevations where observations have integral color as described in specifications to match the Sherwin Williams identified greater potential for water intrusion have been indicated on paint colors indicated by the hatch in the Exterior Finish Legend. the exterior elevation drawings with a "3" and photographs are included in the CMC report. 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 4. Any moisture contaminated materials as identified visually or by add alternate 09 96 53.AO1 Dow Corning Allguard Bone White unless moisture meter to be removed and replaced per validation with noted otherwise. This is to include all existing interior courtyards, electronic moisture reading or other industry recognized evaluation until breezeways, etc. 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 SEALANT/ PAINTING NOTES: contractor shall keep a weekly log including photographs in all locations where moisture contamination has been identified and submit 19. Sheet metal flashing with open/ unsealed terminating ends and to the Owner and Architect in order to track the quantity of material bottom edges of sheet metal coping which does not lap over stucco replacement. should be caulked with an appropriate sealant to achieve an acceptable level of water penetration resistance. 5. Any moisture contamination that appears to require remediation or access from the interior of the building to complete the repair shall be 20. Sheet metal cladding between glazing assemblies with brought to the Owner and Architect's attention immediately. open/unsealed joints can be addressed by neatly applying Dow Corning 123 preformed silicone sealant or by installing sheet metal cover plates 6. EIFS, stucco and other exterior finishes are to be thoroughly set in sealant over open/unsealed joints. coated and sealed including all junctures with adjacent materials and terminations/transitions at roofs, foundations, walls, etc. Check all 21. Detach all existing PVC pipe attached to exterior building envelope areas obscured from view and/or potentially subject to wetting from and reattach/reseal at connection points. Paint PVC pipe to match wall. sprinklers or rainwater to assure proper repair, preparation and resealing as required. 22. Mask all metal pipe, conduit, etc. (do not paint). Replace all ferrous clamps with non-ferrous connectors set in new sealant. 7. Coordinate with client on removal and replacement or reinstallation of all existing signage affixed to EIFS and stucco surfaces 23. Remove and replace all existing building sealants throughout the included in the renovations. facility as a part of the renovation. Accordingly, the sealant material selected must be compatible with the specified exterior paint or coating 8. Existing connections for the support of seasonal decorations are system. Additionally, we recommend specifying sealant cove bead to be removed and reinstalled or left in place during the renovations applications with a minimum W face at all exterior wall inside corner unless otherwise noted by the Owner. 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. STUCCO NOTES: 24. Remove all unused hardware/clips from exterior wall surfaces and 9. Sound stucco at areas with rust corrosion on stucco accessories seal penetrations prior to new application of painting/coatings. followed by removing/replacing portion of stucco which are not adequately bonded. Stucco accessories exhibiting rust corrosion 25. Repair all cracked and damaged stucco, EIFS and masonry prior to should either be mechanically abraded to remove loose rust scale and application of painting/coating. coated with a rust inhibiting primer or replaced depending on the degree of corrosion. Remove and replace sections of rusting corner 26. Seal around all wall mounted devices that cannot be removed. beads to an extent of a minimum of 12 inches beyond signs of corrosion. Install new Zinc casing bead and reapply scratch coat, 27. Remove any rust, prep, prime and paint exposed metal items such install Sonneborn Gel Patch Repair Mortar to flush with existing stucco. as access ladders, handrails and breaker boxes. 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 28. Do not paint any existing exposed aluminum in -wall louvers unless existing stucco. Remove, replace, and patch sections of rusted control painted already. All painted existing in -wall louvers shall be painted the joint screeds in same manner as described above. same color as the adjacent wall. Paint in -door louver(s) to match door(s). 10. Cracks in the stucco shall be sounded to determine the bond 29. Remove all signage prior to application of painting/coating and integrity and removed/replaced where cement plaster does not have reinstall in original location using specified sealant at all imbedded adequate adhesion. Stucco cracks which appear to be dynamic fasteners. (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 30. Existing exterior wall and window surfaces to be evaluated and backer rod and sealant and static cracks (nonmoving) should be tested for proper adhesion and compatibility with specified sealants, patched with material such as elastomeric sealant and knife or brush primers, painting and coating. Each major condition (heavy textured grade patching compounds which are compatible with the proposed stucco, heavy textured EIFS, medium sand finish EIFS, etc.) on the exterior coating system. existing walls shall be tested independently and the results recorded for review with the Owner's building envelope consultant. The Owner's 11. Stucco repair at main entry soffit bounded by the perimeter soffit building envelope consultant shall review and approve the results prior to vent is to be finished with acrylic paint as specified. Any soffit cracks the execution of the work. within this soffit area are to be repaired with a knife grade elastomeric stucco patch compound compatible with the specified paint finish. 31. Replace sealant at existing metal copings. Replace damaged metal copings to match existing material. All metal copings shall be painted the 12. All stucco repair work is to be finished with a texture that matches same color as the adjacent wall. existing stucco texture and blends with adjacent stucco finish as closely as possible. Follow Elastomeric Coating manufacturer's WINDOW AND DOOR NOTES: recommendations on substrate preparation including stucco patching, removal of peeling, blistering and chalking existing paint back to 32. Windows which appear suspect in terms of water penetration securely bonded material. Submit letter from coating manufacturer to resistance shall be brought to the attention of the Owner and Architect. Architect confirming compatibility of stucco repair products. Before Field water testing in accordance with AAMA 501.2-03 may be performed starting the coating work advise the Architect of any substrate to determine water penetration resistance whereby reasonable remedial conditions that may not allow for a uniform and consistent coating solutions may be specified. finish. 33. All exterior hollow metal doors and frames throughout project shall EIFS NOTES: be prepped and painted. Doors deteriorated beyond repair are to be brought to the attention of the architect. Provide bug sweep hardware at 13. Cracks or damage in the existing EIFS must be repaired to match all exterior doors. All hollow metal doors and frames shall be painted the the existing application in accordance with typical EIFS manufacturer's same color as the adjacent wall. recommendations by an experienced applicator to avoid damage. Be advised, the remedial work noted may require the use of textured ROOFING NOTES: coatings to help camouflage areas of repair thus mockups of proposed patching are recommended for the review by applicable parties. 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. Al WEATHERPROOFING NOTES 1/16" = V-0" 8 ■ 9 ■ 10 ■ €1 ■ 12 ■ 13 ■ 1= SEAL PAUL L WAX AR0016073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton UHITERCTS A R C 04.15.16 CONSTRUCTION DOCUMENTS WEATHERPROOFING NOTES PROJ. NO. N-15021M SHEET DRAWN DMC A002 ■ 119 ■ 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 ■ ■ ■ ■ ■ ■ 7 ■ 81 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 13 ■ 1■ 20 R ■ P ■ C ■ N ■ M ■ ■ K ■ r`t ■ G ■ ■ ■ O ■ ■ B N <r Cq �V (SEE DOOR Al El� A011 A011 1-13/4 tr M i N13 02 i7 A% . ........ .. .. Z.- DOOR SCHED) (SE DOOR SC D.) F2] Nl INTERIOR GLAZED OPENINGS 1 /4" =1'-011 EACH SIDE TYP, J1 311 = 11-019 09 21 16,E01 f BOTH SIDES 01 92 0O.A02 BOTH SIDES 1,102 E1 311 = 1'-019 1 O9 21 16.E 01 BOTH SIDES � 01 92 0m.A02 BOTH SIDES 08 88 IbA01 PARTITION TYPE EACH SIDE TYP. HEAD DETAIL PARTITION TYPE 21 161 01 000�0 O: • o HEAD DETAIL PART IT ION TYPE 09 21 16,80 HEAD DETAIL ' O. O O Om O 10 41.01 (SEE DOOR 8C D.) PARTITION TYPE J4 HEAD DETAIL 3" =1'-011 PARTITION TYPE 09 21 I6E01 pg 21 I6.601 BOTH SIDES 01 92 00.A02 06 10 00.A01 i BOTH SIDES 08 43 13,AO1 08 56 54,AO1 E4 HEAD DETAIL 3" =1'-011 C A ='rITI^K1 MATCH ADJACENT STOREFRONT FINISH A4 JAMB DETAIL 3" = 1'-011 BOTH SIDES a❑ a SEE PARTITION TYPE E7 HEAD DETAIL 3" = 1'-011 SEE PARTITION TYPE A7 HEAD DETAIL 31'=1'-01, i DOOR NO. SPEC. NO. MATERIAL ST 08 11 13,A01 steel door DOOR WIDTH 1 � w z O 0 n UH 08 42 29,A02 automatic slidin hurricane -resistant entrance door assembl US 08 42 2S A01 automatic sliding entrance door assembIq WW 08 14 16.A01 prefinished flush wood veneer faced wood door XR 0.101 existing to remain 'PE SPEC. NO. FINISH -MA 09 9O 00 match adjacent wall color -01 1.081 lerefinished _m2 1 m81 br�ftni�hed A MANUFACTURE DOOR WIDTH LU O 0 n DOUBLE EGRESS E KEYNOTE LEGEND 05 50 OOE05 brake metal 0610 00,,401 wood blocking OI 92 00,,401 sealant and backer rod DOOR FRAME TYPE 01 92 00,A02 sealant 08 42 MA01 automatic sliding entrance door assembly 08 42 43,AO3 telescoping ICU / CCU door system 08 43 13,401 interior aluminum -framed storefront system 08 56 54.AO1 security view window 08 80 00,801 tempered clear glass 08 80 00.D01 hurricane resistant laminated low E clear glass 08 80 OO.M01 security glazing 08 88 16.A01 integrated blinds glazing 08 88 16,,402 integrated blinds polycarbonate glazing 09 21 16.A0I gypsum board / metal stud interior partition - see partition types 09 21 16.501 metal stud TERN / TYPE COLOR NOTES OS 21 16.E01 metal resilient channel O9 21 16N01 corner bead NO. SPEC. NO. MATERIAL FT 08 80 00.1.04 fire -rated safet -rated glass HC 08 80 00,001 hurricane resistant laminated clear glass SB 08 68 16,A01 Integrated blinds glazing SS 08 80 00.1<01 securit lazin TC 08 80 00601 tempered clear glass FRAME aluminum -framed glass door and frame unit UH 08 42 2S A02 automatic sliding hurricane -resistant entrance door assembly US 108 42 2S A01 lautomatic sliding entrance door assembly TYPE SPEC. NO. FINISH PA-01 09 90 00 paint PA -MA 09 90 00 match adjacent wall color PR-02 1,061 Prefinished F10 DOOR AND FRAME LEGEND NO SCALE DOOR FRAME SECTION 21 - 2 5/8' - r 1!2' PARTITION /21 WIDTH V LU Z z O O � — — —� — I I I I ct d MANUFACTURER SERIES / PATTERN / TYPE COLOR rwin Williams Eaashell 50029 Agreeable Gray DOOR AA WIDTH DOOR BB WIDTH DOOR CC WIDTH DOOR WIDTH DOOR A POOR 51, POOR Cj, WIDTH WIDTH WIDTH Lu III iu LU Ck Cq C1 A Cq A - SINGLE B - SINGLE C - SINGLE D - DOUBLE UNEVEN AA - DOUBLE BB - DOUBLE CC - DOUBLE DOOR (ASSEMBLY) WIDTH DOOR (ASSEMBLY) WiDTH E - TELESCOPING A10 DOOR TYPES NO SCALE LJ O n J �— LU cf3 G - SLIDING 51-PARTING H - OVERHEAD COILING WALL FINISH M (REFER TO FINISH PLANS) GENERAL NOTES 1.102 see Door Schedule / Frame Types / Glazed Opening Types for glass EXTERIOR GLAZING LEGEND 08 80 00,DOl hurricane resistant laminated low E clear glass INTERIOR GLAZING LEGEND 0680 00,B01 tempered clear glass + + 0a 80 0O.M01 security glazing ++ 06 88 16,A01 integrated blinds glazing 08 88 16,A02 integrated blinds polycarbonate glazing NOTES field SEAL a C ` h a 11 R R sa3: s PAUL I. MAKE AR0016073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton •► A R C H I T E C T S DATE SUBMISSION NO. M,15,16 CONSTRUCTION DOCUMENTS PAINT COLOR TO F— MATCH WALL FINISH M Z O� LU 1-- L^ LU III-(L N ICY- d1-- PAINT COLOR TO MATCH WALL FINISH #2 DOOR AND FRAME LEGEND AND WALL FINISH 02 (REFER TO FINISH PLANS) IGO A16 PAINTED DOOR FRAMES PROJ. NO. H-15021.00 SHEET DRAWN DMC 3"1=1' A01 1 1 ■ z ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 1 0.. 4.� - ■ 15 ■ 16 ■ 17 ■ is ■ 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 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' 8'-10' 55 WW PR-01 FT 20 5 SF PA -MA NOTE 04 1OCl-5 CORR 02 1'-6' 8'-10' 55 WW PR-01 FT 20 5 SF PA -MA NOTE 01, 02, 03 12C1-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 1140' 8'-10' 55 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 F1/A251 A14/A241 NOTE 05 1000-5 VEST. 01 14'-0' 1'-4' G U$ PR-02 TC -- -- U$ PR-02 J4/AOI1 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 $S -- 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 1008-5 VEST 05 6'-8' 8'-0' 55 WW PR-01 TC -- A SF PA -MA NOTE 01, 04 1009 CIRCULATION 12 4'-0' 1'-0' 5 ST PA -MA TC -- C SF PA -MA NOTE 01, 05 1011 TLT 18 31-0' 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 29 4'-0' 1'-0' A WW PR-01 TC -- A 5F PA -MA 1013-A TRIAGE 28 4'-0' 8'-0' A WW PR-01 -- -- -- AF PR-02 1013-5 TRIAGE 29 4'-0' 1'-0' A WW PR-01 TC -- A SF PA -MA 1014-A CIRCULATION 09 4'-0' 8'-0' A WW PR-01 -- -- -- AF PR-02 1014-5 CIRCULATION 04 5'-8. 1'-0' 55 WW PR-01 TC -- A SF PA -MA NOTE 01, 02, 03 1014-C CIRCULATION 10 4'-0' 1'-0' C WW PR-01 55 -- 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 VEST15ULE 01 12'-0' 1'-4' G XR PR-02 HC -- -- SH PR-02 F14/A241 F1/A251 A14/A241 NOTE 06 1203 EXAM 38 29 4'-0' 1'-0' C WW PR-01 55 -- A SF PA-01 1204 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1205 EXAM 31 29 4'-0' 1'-0' C WW PR-01 55 -- A SF PA-01 1206 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1201 EXAM 35 29 4'-0' 1'-0' C WW PR-01 55 -- 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 55 -- A 5F 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 55 -- A SF PA-01 1226 EXAM 29 31 5'-8' 1'-0' D WW PR-01 55 -- A SF PA-01 1221 SOIL HOLD 10 3140' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA NOTE 01 1228 CLEAN 10 4'-0' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA NOTE 01 1232 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1234 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1236 TLT 19 31-0' 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 $5 -- A SF PA-01 1244 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1245 EXAM 24 29 4'-0' 1'-0' C WW PR-01 55 -- A SF PA-01 1246 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1241 EXAM 26 29 4'-0' 1'-0' C WW PR-01 55 -- A 5F PA-01 1248 TLT 19 3'-0' 1'-0' A WW. PR-01 -- -- A SF PA -MA 1301 OFFICE 15 3'-0' 1'-0' A WW PR-01 -- 20 A SF PA -MA 1302 OFFICE 24 3'-0' 1'-0' A WW PR-01 -- 20 A SF PA -MA 1303 RECEPT 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1305 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1306 DR SLEEP 13 3'-0' T-0' A WW PR-01 -- -- A SF PA -MA NOTE 01 1301 ELEC 14 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA H1 NO SCALE DOOR SCHEDULE -1ST LEVEL - PHASE 1 REV OPENING HDW SET DOOR FIRE RATING FRAME REMARKS NUMBER NAME WIDTH HEIGHT TYPE MATERIAL FINISH GLASS TYPE MATERIAL FINISH HEAD JAMB THRESH'D 12C1 CORR 03 1'-6' 8'-10' 55 WW PR-01 FT 20 5 SF PA -MA NOTE 04 12C4 CORR 03 1'-(6' 8'-10, 55 WW PR-01 FT 20 5 SF PA -MA NOTE 04 1015 BEREAV 26 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1016 OFFICE 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1021 FAST TRACK 30 4'-0' 1'-0' C WW PR-01 55 -- A SF PA -MA 1022-A FAST TRACK 30 4'-0' 1'-0' C WW PR-01 65 20 A SF PA -MA 1022-5 FAST TRACK 30 4'-0' 1'-0' C WW PR-01 55 -- A SF PA -MA 1023-A FAST TRACK 30 4'-0' 1'-0' C WW PR-01 55 20 A SF PA -MA 1023-5 FAST TRACK 30 4'-0' 1'-0' C WW PR-01 55 -- A SF PA -MA 1024-A FAST TRACK 30 4'-0' 1'-0' C WW PR-01 55 20 A SF PA -MA 1024-5 FAST TRACK 30 4'-0' 1'-0' C WW PR-01 85 -- A SF PA -MA 1025-A REGI$T 16 3'-6' 1'-0' C WW PR-01 $5 20 A SF PA -MA 1025-5 REGI$T 11 3'-6' 1'4' C WW PR-01 TC -- A 5F PA -MA 1025-C REGI$T 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1101 TOILET 18 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1102 EXAM 19 PED$ 29 4'-0' 1'-0' C WW PR-01 55 -- A SF PA -MA 1103 EXAM 18 PED$ 2$ 4'-0' 1'-0' C WW PR-01 $5 -- 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' 1'-0' D WW PR-01 55 -- A $F PA -MA 1101 SOIL HOLD 10 3'-6' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA 1108 EXAM 11 31 5'-8' 1'-0' D WW PR-01 55 -- A SF PA -MA 1109 EXAM 16 31 5'-8' 1'-0' D WW PR-01 85 -- A SF PA -MA 1111 EXAM 15 31 5'-8' 1'-0' D WW PR-01 55 -- A SF PA -MA 1113 EXAM 14 31 5'-8' 1'-0' D WW PR-01 85 -- A SF PA -MA 1114 EXAM 13 31 5'-8' 1'-0' D WW PR-01 85 -- A SF PA -MA 1115 EXAM 12 31 5'-8' 1'-0' D WW PR-01 $5 -- A SF PA -MA 1116 EXAM 11 31 5'-8' 1'-0' D WW PR-01 $5 -- A SF PA -MA 1125 EXAM 2 ISOLATION 32 5'-8' 1'-0' D WW PR-01 55 -- A SF PA -MA 1126 EXAM 3 ISOLATION 32 5'-8' 1'-0' D WW PR-01 55 -- A SF PA -MA 1121 CORR 33 11'-I' 1'-4' E 15 PR-02 TC -- -- IF PR-02 J1/A01I A13/A021 1128 CORR 33 11'-I' 1'-4' E IS PR-02 TC -- -- IF PR-02 J1/A01I A13/A021 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 11 3'-8' T-0' A WW PR-01 -- -- A SF PA -MA NOTE 01 1148-5 EXAM 10 SECURE HOLD 33 10'-0' 8'-0' H 01 PR-01 -- -- -- MO -- 1161 TLT 19 31-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1162 05SERVE CARE 06 6'-0' 1'-0' 55 WW PR-01 TC -- A 5F PA -MA 1201 EXAM 39 29 4'-0' 1'-0' C WW PR-01 65 -- A SF PA -MA 1202 TLT 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 1241 EXAM 20 29 4'-0' 1'-0' C WW PR-01 $5 -- A SF PA -MA 1242 TLT 19 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' 8'-10' 55 WW PR-01 FT 20 5 SF PA -MA NOTE 04 2101 ELEV L055Y 08 (0'-0' 8'-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 $-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 5F 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 $5 -- A SF PA -MA 2201 TLT 20 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2208 PAT RM 29 4'-0' 11-0' C WW PR-01 55 -- A SF PA -MA 2209 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 $5 -- A 5F 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 55 -- 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' 11-0' C WW PR-01 55 -- A $F PA -MA 2211 TLT 20 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2216 PAT RM 29 4'-0' 1'-0' C WW PR-01 55 -- A SF PA -MA 2220-A ELEC. 01 5'-0' 11-0' AA WW PR-01 -- -- A SF PA -MA 2220-5 ELEC, 01 51-0' 11-0' AA WW PR-01 -- -- A SF PA -MA 2221 COMM 14 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2222-A CLEAN/ MEDS 13 3'-0' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA NOTE 01 2222-5 CLEAN/ MEDS 10 3'-6' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA NOTE 01 2224 OFFICE 15 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2225-A SOILED UTILITY 10 3'-6' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA NOTE 01 2225-5 SOILED UTILITY 13 3'-0' 1'-0' 5 WW PR-01 FT 45 A SF PA -MA NOTE 01 2226 EQUIP 10 4'-0' 1'-0' 5 WW PR-01 TC 45 A SF PA -MA NOTE 01 2229 PAT TOILET 19 3'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2231 PAT RM 29 4'-0' 1'-0' C WW PR-01 55 -- A SF PA -MA 2232 TLT 19 3'-0' 11-0' A WW PR-01 -- -- A SF PA -MA 2233 PAT RM 31 6'-0' 1'-0' C WW PR-01 55 -- A SF PA -MA 2234 TLT 21 4'-0' 11-0' A WW PR-01 -- -- A SF PA -MA 2235 PAT RM 29 4'-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2236 TLT 19 31-0' 1'-0' A WW PR-01 -- -- A SF PA -MA 2253 NOURISH 13 3'-0' 1'-0' 5 WW PR-01 TC -- A SF PA -MA NOTE 01 A10 DOOR SCHEDULE - 2ND LEVEL NO SCALE 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 4 ■ 10 ■ 11 ■ DOOR REMARKS NOTES NOTE 01 - PROVIDE CARD READER NOTE 02 - DOOR(S) TO 5E EQUIPPED WITH AN AUTOMATIC DOOR OPERATOR NOTE 03 - INSTALL PUSH PAD ACTUATOR($) 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 TO 5E RELOCATED TEMPORARILY IN PHASE 1. SEAL -- - )73 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton Brady 04.15.16 CONSTRUCTION DOCUMENTS DOOR SCHEDULES PROD. NO. H-15021.00 SHEET DRAWN DMC I ___ A012 .....j 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 R ■ s� ■ C ■ N ■ m ■ ■ K ■ ■ ■ �A ■ ■ E ■ C ■ ■ i, A ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ ■ 8 ■ ■ 10 ■ _1 ■ 12 ■ 18 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 10 ■ 20 KEYNOTE LEGEND 06 10 00.AO1 wood blocking 01 92 MARV sealant and backer rod 01 92 00.4.02 sea lant 06 10 00-Alifl 09 21 I(o 08 42 43,AO3 telescoping ICU / CCU door system 09 21 16,801 08 43 13.A01 08 88 16.A01 08 43 13,AOI interior aluminum -framed storefront system 08 56 54.A01 security view window 08 88 16.AOI integrated blinds glazing Z - _ - ' _ z I V.-09 21 16.A01 gypsum board / metal stud o `� iu interior partition - see partition types 09 21 16.801 metal stud 09 21 16,C01 metal stud U runner 09 21 16,E01 metal resilient channel 09 21 16.NO1 corner bead 08 88 16.A01 01 92 00.A02 01 92 00.A01 BOTH SIDES EACH SIDE TYP. 01121 16.E 01 BOTH SIDES N 13 JAMB DETAIL N 16 JAMB DETAIL 3" = 1'-0" 3" = 1'-0" 06 10 00.401 09 2116 08 43 13.A0) GENERAL NOTES 1.102 see Door Schedule / game Types / Glazed Opening types ___ ____------ for glass jc > _ i 08 56 54.A01 09 21 16.E01 BOTH SIDES 01 92 00,402 BOTH SIDES J 16 JAMB DETAIL 3" = 1'-0" 09 21 16.A01 01 92 00,402 EACH SIDE TYP. 08 42 43.A03 1.102 O SEAL n - Z q jIif f33 i'�t'',q' w 14- ZZ �� l 06 10 00.A01 09 21 16.A01 rx� ........ Rp s 1 i l 09 21 16.N01��°771 PAUL L. MACHESKE AR0016073 EACH SIDE TYP. 01 92 OO.SIDE FLORIDA HOSPITAL TY EACH SIDE P. 0 Zephyrhills E 13 JAMB DETAIL E 16 JAMB DETAIL ED EXPANSION & ORTHO 3" =1--0" 3" = 1'-o" RENOVATION 09 21 16.A01 06 10 00.40) 01 92 00.A02 09 21 16,E 01 Hunton E r EACH SIDE TYP. BOTH SIDES 08 43 13.A01 � 08 42 43,403 A R C H I T E C T S 9 > DATE SUBMISSION NO. Z = w = _ 04.15.16 CONSTRUCTION DOCUMENTS < 1,102 06 10 00.AO1 09 21 16,C01 0I 92 00,A02 09 21 16.N01 DOUBLE BOTH SIDES EACH SIDE TYP. DOOR AND GLAZING DETAILS A13 JAMB DETAIL A16 JAMB DETAIL PROJ. NO. H-15021.00 SHEET DRAWN DMC A021 3" =1'-0" 3" =1'-0" ■ 2 ■ 8 ■ 4 ■ ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 18 ■ 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 ■ 2 ■ 3■ 4 ■ 5 ■ 6 9 ■ 10 ■ $1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 19 ■ 20 R ■ p ■ 0 ■ N ■ ■ ■ K H ■ G ■ Iv 1-47 D cs. B A �a 09 21 16.001 13 5/8, 09 21 16.001 13 5/8' 09 21 16,C01 6' @9 21 16,G02 2 1/2' 09 21 16.001 3 5/8' 09 21 16,G01 KEYNOTE LEGEND 0550 steel tube Jz 00.A05 3.822 3.822 3.822 3.822 06 10 00.401 wood blocking 01 92 00.801 AT TYPE B 3,82Z 01 92 00.501 AT TYPE B 0i 84 00,C01 3,822 0i 92 00.801 At TYPES B AND D 0i 84 00.A01 firestopping assembly 01 84 00.CO1 firestop sealant 01 92 00.402 AT SMOKE PARTNS 01 92 00.BOl AT TYPE B 01 92 0OA02 AT SMOKE PARTNS 01 92 00.501 AT TYPE B 0� 92 00.A02 sealant 0184 00.001 AT RATED PARTNS 01 92 00.402 AT SMOKE PARTNS 0184 00,401 AT FiRE BARRIERS 09 21 16.L01 WHERE NOTED - 01 92 00.A02 AT SMOKE PARTNS 01 92 00.801 acoustic sealant 1.�51 ' ---- 0184 00.A01 AT FIRE BARRIERS ----__ __-- 1,�51 -____-- �' �� ------- - _--- 01 64 00.A01 AT FIRE BARRIERS - - - - - - - 1.151 09 21 16.801 metal stud 09 21 16.502 metal CH stud 1.151 1.151 1.i51 09 21 16.001 metal stud U runner 09 21 16.L01 WHERE NOTED 09 21 16.L01 WHERE NOTED 09 21 I6.L01 WHERE NOTED 09 21 16.L01 WHERE NOTED @9 21 16.L01 WHERE NOTED 09 21 16.0O2 metal stud J runner 09 21 16.501 3 5/8, AT I6' O.C. 09 21 16.BOl 6" AT 16' O.C. 09 21 16.B0Z 2 1/2" AT 24' O.C. 09 21 16.E01 metal resilient channel 41 09 21 16,501 3 5/8' AT 16' O.C. 1 1/4, 1/8' 6 1/8' 09 211 3 5/8' AT 16' O.C, 09 2116.501 AT 16' O.C. 09 21 16.E02 metal hat channel furring 21 16.E03 metal zee furring 1-�`09 OS21 16.H02 5/8' - 2 LAYERS -------------------------- 09 21 16.H01 gypsum board 09 21 16.H01 5/8' 09 21 16.H01 5/8' - 2 LAYERS @9 21 16,H01 5/5, _ 09 21 16.H01 5/8' - 2 LAYERS 09 21 16,H02 fire -rated gypsum board 09 21 16,H02 5/8' AT RATED -_ 09 21 16.J01 1' 09 21 16,H01 09 21 16.J01 fire -rated gypsum shaft liner PARTNS board 09 21 16.001 3 5/8' 092116.001 35/8' 16.001 6' 09 21 16,CO2 2 1/2' 09 21 16,C01 3 5/8' 09 2116.L01 sound attenuation blanket aOS 09 21 16.G01 1,�51 1,i51 01.0 AFF, AFF. AFF. AFF. AFF. AFF. 0� 92 00.A02 @� 92 00.A02 01 92 00,402 0� 84 @0.G01 @� 92 00.A02 0i 92 00.A02 0184 00,C01 AT RATED PARTNS 0184 00,401 AT FIRE BARRIERS 0184 00,401 AT FIRE BARRIERS 0184 00,�401 AT FIRE BARRIERS TYPE 1A NON -RATED TYPE 2A NON -RATED TYPE 3A NON -RATED TYPE 13A NON -RATED GENERAL NOTES TYPE 1B NON-RATED/SOUND ATTENUATION TYPE 2B NON-RATED/SOUND ATTENUATION TYPE 3B NON-RATED/SOUND ATTENUATION TYPE 13B NON-RATED/SOUND ATTENUATION 1.i51 see Finish Plan for material and/or TYPE 1C SMOKE PARTITION TYPE 2C SMOKE PARTITION TYPE 3C SMOKE PARTITION TYPE 13C SMOKE PARTITION TYPE 1D SMOKE PARTITION/SOUND ATTENUATION TYPE 2D SMOKE PARTITION/SOUND ATTENUATION TYPE 3D SMOKE PARTITION/SOUND ATTENUATION TYPE 13D SMOKE PARTITION/SOUND ATTENUATION finish TYPE 1E 1-HOUR FIRE BARRIER TYPE 2J 2-HOUR FIRE BARRIER TYPE 3E 1-HOUR FiRE BARRIER TYPE 7J 2-HOUR FIRE BARRIER TYPE 13J 2-HOUR FIRE BARRIER TYPE 15A 3 5/8' STUDS 3.311 concrete masonry unit TYPE 1F 1-HOUR FiRE BARRIER/SOUND ATTENUATION TYPE 2K 2-HOUR FIRE BARRIER/SOUND ATTENUATION TYPE 3F 1-HOUR FiRE BARRIER/SOUND ATTENUATION TYPE 7K 2-HOUR FIRE BARRIER/SOUND ATTENUATION TYPE 13K 2-HOUR FIRE BARRIER/SOUND ATTENUATION TYPE 15B 3 5/8' STUDS/SOUND ATTENUATION 3.501 cold formed metal studs TYPE 1G I -HOUR SMOKE BARRIER TYPE 2L 2-HOUR SMOKE BARRIER TYPE 3G 1-HOUR SMOKE BARRIER TYPE 7L 2-HOUR SMOKE BARRIER TYPE 13L 2-HOUR SMOKE BARRIER TYPE 15C 2 1/2' STUDS 3,505 cold formed metal track TYPE 1H I -HOUR SMOKE BARRIER/SOUND ATTENUATION TYPE 2M 2-HOUR SMOKE BARRIER/SOUND ATTENUATION TYPE 3H 1-HOUR SMOKE BARRIER/SOUND ATTENUATION TYPE 7M 2-HOUR SMOKE BARRIER/SOUND ATTENUATION TYPE 13M 2-HOUR SMOKE BARRIER/SOUND ATTENUATION TYPE 15D 2 1/2' STUDS/SOUND ATTENUATION 3.822 underside of structure TEST REF: UL U465 TEST REF: UL U411 TEST REF: UL U465 TEST REF: UL U438 TEST REF: UL U408 TEST REF: UL U465 PARTITION TYPE 1 PARTITION TYPE 2 PARTITION TYPE 3 PARTITION TYPE 7 PARTITION TYPE 13 PARTITION TYPE 15 09 21 16.001 OS21 16.001 3 5/8' 3.505 6' 09 21 16.001 3 5/8' 09 21 16.H01 5/8' 3.822 3.822 3.822 3,822 3,822 t o 06 10 @0.A01 CONT. 01 92 00.BOl AT TYPE B 01 92 0O A02 AT SMOKE PARTNS 018400 .C@1 AT RATED PARTITIONS 0� 92 00.8@1 AT TYPE B D 01 92 00.501 AT TYPE B 01 92 00,402 AT SMOKE PARTNS -- ---- - - -- } - 05 50 0OA05 2 1/2, x 2 1/2' ------ `:: - ---- 01 84 00.401 AT FIRE BARRIERS ____ ___ __ ------- _ 0164 00,401 AT FiRE BARRIERS } w I.i51 1,�51 i 1,i51 1.751 1.�51 w _ 09 21 16.801 AT 16' D.C. 09 21 16.L01 3 1/2' FRICTION FIT 09 21 16101 5" 09 21 16.L01 3 1/2' FRICTION FIT 4 -I/8' 6 I!8' 09 21 16.501 3 5/8' AT 16' O.C. 3.501 6' AT 24, O.G. 4 -i!8' 09 21 16,501 3 5/8' AT 16' O.C. 09 21 16.801 AT 16' O.G. 9 5/8' 09 21 16 AT 24, O.C. E01 09 21 16.H01 5/8' 09 21 16.H@1 5/6, - 2 LAYERS 09 211 5/8' - 3 LAYERS 09 21 16.H01 5/8, - 2 LAYERS 09 21 16.H@I 5/S' @9 21 16,H01 5/8' 09 21 16.H01 5/6, - 2 LAYERS 09 21 16,E03 1' J11 013211 6.001 3 5/8' 3.5@5 6 09 21 16.001 3 5/8' 09 21 i6,C01 1,�51 =OS6.001 1,151 1,151 1.151 1.�51 1.151 AIL0' -@' 0' -@' 0' .0' 0' -0' 0' -0' 0' -@' A F. A FF. A FF. A FF. A FF. AFF. 0� 92 00.A02 01 92 0O A02 01 92 00,402 0� 84 00A01 01 92 00.A02 01 92 00,A02 101840 0.A@) AT FIRE BARRIERS 01 84 00,401 AT FIRE BARRIERS TYPE 33B NON-RATED/SOUND ATTENUATION TYPE 33D SMOKE PARTITION/SOUND ATTENUATION TYPE 34D NON RATE ATTENUATION TYPE 35B NON-RATED/SOUND ATTENUATION TYPE 35D SMOKE PARTITION/SOUND ATTENUATION TYPE 33F 1-HOUR FIRE BARRIER/SOUND ATTENUATION 51SOUND TYPE 34F SMOKE RESISTANT ATTENUATION TYPE 35F 1-HOUR FIRE BARRIER/SOUND ATTENUATION TYPE 33H 1-HOUR SMOKE BARRIER/SOUND ATTENUATION TTEND TYPE 34F 1 HR, FIRE/SOUND ATTENUATION TYPE 35H i-HOUR SMOKE BARRIER/SOUND ATTENUATION TYPE 33S NON-RATED/SOUND ATTENUATION/ABUSE RESISTANT TYPE 34G 1 HR. FIRE/SMOKE BARRIER TYPE 35S NON-RATED/SOUND ATTENUATION/ABUSE RESISTANT TYPE 16A 3 5/8' STUDS TYPE 33T SMOKE RESISTANT/SOUND ATTENUATION/ABUSE RESISTANT TYPE 34H 1 HR. FIRE/SMOKE BARRIER -SOUND ATTENUATION TYPE 35T SMOKE RESISTANT/SOUND ATTENUATION/ABUSE RESISTANT TYPE 16B TYPE 16C 2 1/2' STUDS 1 5/8' STUDS TEST REF: WP 1350 (FM WP-45, 6-19-98; OSU T-1710, 8-61; TYPE 34N 3-HOUR FIRE BARRIER/SOUND ATTENUATION TYPE 34P 3-HOUR SMOKE BARRIER/SOUND ATTENUATION FIRE TEST: WP 1350 (FM WP-45, 6-19 -68; OSU T-1110, 8-61; '19T500, SEAL TYPE 16D 6' STUDS TYPE 18A NON -RATED TYPE 19A 3 5/8' STUDS ULC 79T484, 19T49'I, 8-21-81, ULC Design W415 g TEST REF: UL U455 ULC i9T484, 19T49'I, 6-12-61; ULC DESIGN W415) 4 , F ' SOUND TEST: NRCC 811-NV, 2-3-81 SOUND TEST: STC 45 TO 49 (SOUND TEST NRCC 816-NV, 2-3-81) STC 50 TO 54 (GA FILE NO. WP 1052) STC 65 (SOUND TEST RAL-TL-84-150) STC 45 TO 49 (GA FILE NO.WP 1072) PARTITION TYPE 16 PARTITION TYPE 18 PARTITION TYPE 19 PARTITION TYPE 33 PARTITION TYPE 34 PARTITION TYPE 35 R1 _3� PARTITION TYPE - PARTITION TYPE LETTER DESIGNATIONS PARTITION TYPE NOTES SEE FLOOR PLANS PAUL L MACHESKE AR0016073 FLoRiDA HOSPITAL 20 GAUGE STEEL PLATE - SCREW TO STUDS A NON -RATED 1. REFER TO THE 'FIRE RESISTANCE DESIGN MANUAL', LATEST 3.822 B NON-RATED/SOUND ATTENUATION EDITION PUBLISHED BY THE GYPSUM ASSOCIATION AND UL FIRE Zephyrhills ti4 C SMOKE -RESISTANT RESISTANCE DIRECTORY, LATEST EDITION FOR ADDITIONAL Q�\¢ INFORMATION. THE DESIGN MANUAL'S GENERAL 01 84 @0.A01 z z _ �5�� D SMOKE-RESISTANT/SOUND ATTENUATION EXPLANATORYPERMIT OGi B TTUT ED EXPANSION & ORTHO _ _ E 1 HR. FiRE ONS WI� OUt DEGRADES tICATIONS HE F RE RESDISTANt RATING RESULTING FROM INCREASING STUD DEPTHS, STUD GAUGES, RENOVATION F 1 HR. FIRE/SOUND ATTENUATION WALLBOARD THICKNESS, NUMBER OF LAYERS, AND CHASE LLDIMENSIONS, AT 24, O.G. @9 21 16.501 3 5/8, AT 16' O.G. - G 1 HR. FIRE/SMOKE BARRIER 2, MEET OR EXCEED THE PARTITION TYPE REQUIREMENTS H 1 HR. FIRE/SMOKE BARRIER/SOUND ATTENUATION INDICATED. 5/8' 9 1/8' 11 1/6, J 2 HR. FIRE 3. USE DIRECT ATTACHED SYSTEMS FOR UL TESTED FIRE RATED Hunton K 2 HR, FIRE/SOUND ATTENUATION WALLBOARD SYSTEMS. • L 2 HR, FIRE/SMOKE BARRIER 4. REFER TO THE 'LIFE SAFETY PLANS' AND (ARCHITECTURAL) ' M 2 HR. FIRE/SMOKE BARRIER/SOUND ATTENUATION 'FLOOR PLANS' FOR PARTITION TYPE LOCATIONS, FIRE RATINGS, .� R c i� I T E G T s 3.371 8' 09 21 16.H01 5/8' 09 21 16.1401 5/8' SMOKETiGHT AND SECURITY RATINGS. N 3 HR. FiRE 09 21 16,C01 3 5/6, P 5. 3 HR, FiRE/SMOKE BARRIER GYPSUM TILE BACKER BOARDS: SEE FiNISH SCHEDULE NOTES FOR LOCATING BACKER BOARDS BEHIND TILE, GUT STONE VENEER, DATE SUBMISSION NO. Q 4 HR. FIRE CERAMIC TiLE, PLASTIC SANITARY WALL PANELS. USE EQUIVALENT 04.15.16 CONSTRUCTION DOCUMENTS 1.-151 1.151 RATED PRODUCT TO WALLBOARD SUBSTITUTED. R 4 HR, FIRE/SMOKE BARRIER 0'-@' 0'-@' S FOR ABUSE RESISTANT ASSEMBLIES 6. SEE SPECIFIC DETAIL DRAWINGS AND SPECIFICATIONS FOR OFFSET CONDITIONS AT THE TOP OF PARTITION, PLAN CONFIGURATIONS AND AFF. AFF. AFF. T FOR ABUSE RESISTANT ASSEMBLIES PROJECT CONDITIONS, 0� 92 @0.A02 0I 92 00.A02 U FOR ABUSE RESISTANT ASSEMBLIES 1, EQUIPMENT AND ACCESSORIES WHICH REQUIRE INTERNAL TYPE 45A NON -RATED TYPE 46A NON -RATED TYPE 50A NON -RATED V FOR ABUSE RESISTANT ASSEMBLIES REINFORCEMENT, BLOCKING AND BACKING PLATES ARE TYPE 45C SMOKE PARTITION TYPE 46C SMOKE PARTITION TYPE 50C SMOKE PARTITION DESCRIBED IN OTHER SPECIFICATIONS SECTIONS. SEE TYPICAL TYPE 45E 1-HOUR FIRE BARRIER (UL GLASS. MATERIALS) TYPE 46E 1-HOUR FIRE BARRIER (UL CLASS, MATERIALS) TYPE 50E 1-HOUR FIRE BARRIER (UL CLASS. MATERIALS) W USER PREFERENCE MOUNTING SUPPORT DETAIL ON THIS SHEET, TYPE 45G i-HOUR SMOKE BARRIER (UL CLASS. MATERIALS) TYPE 46G 1-HOUR SMOKE BARRIER (UL CLASS. MATERIALS) TYPE 50G 1-HOUR SMOKE BARRIER (UL CLASS. MATERIALS) TYPE 45J 2-HOUR FIRE BARRIER (UL DES. U905) TYPE 46J 2-HOUR FIRE BARRIER (UL DES. U905) TYPE 50J 2-HOUR FiRE BARRIER (UL DES. U905) X USER PREFERENCE 8. WHERE 50% OR GREATER OF A SMOKE COMPARTMENT IS INTERIOR PARTITION TYPES TYPE 45L 2-HOUR SMOKE BARRIER (UL DES. U905) TYPE 46L 2-HOUR SMOKE BARRIER (UL DES. U905) TYPE 50L 2-HOUR SMOKE BARRIER (UL DES. U905) Y USER PREFERENCE RENOVATED, THE CONTRACTOR SHALL VERIFY AND REPAIR AS TYPE 45N 3-HOUR FiRE BARRIER (UL DES, U904/U901) TYPE 46N 3-HOUR FIRE BARRIER (UL DES. UcJ04/USOI) TYPE 50N 3-HOUR FIRE BARRIER (UL DES. U904/U901) REQUIRED THE ENTIRE SMOKE BARRIER (OR A PORTION OF) TO BE TYPE 45P 3-HOUR SMOKE BARRIER (UL DES. U904/U901) TYPE 46P 3-HOUR SMOKE BARRIER (UL DES. U904/U901) TYPE 50P 3-HOUR SMOKE BARRIER (UL DES. U904/U901) Z USER PREFERENCE A COMPLIANT FIRE RATED SMOKE BARRIER WALL AS INDICATED TYPE 45Q 4-HOUR FIRE BARRIER (UL DES. U901/U901) TYPE 46Q 4-HOUR FIRE BARRIER (UL DES. U901/U901) TYPE 50Q 4-HOUR FIRE BARRIER (UL DES. U901/U901) ON THE 'LIFE SAFETY PLANS' AND 'FLOOR PLAN' SHEETS, TYPE 46R 4-HOUR SMOKE BARRIER (UL DES. U901/U90I) TYPE 46R 4-HOUR SMOKE BARRIER (UL DES. U901/U901) TYPE 50R 4-HOUR SMOKE BARRIER (UL DES, U901/U90i) PROJ. NO. H-15021.00 SHEET DRAWN DMG PARTITION TYPE 45 PARTITION TYPE 46 PARTITION TYPE 50 A041=======j 1 ■ 2 ■ 8 ■ 4 ■ ■ ■ ; ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 28 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 ■ c ■ 10 ■ i1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R 000�� X. 2 MAX. 2' MA -- -------------- 1' MIN. , y � z TYP. 000000��f >� LU 48' MAX. ' ' z METAL STUDS BEHIND GYP. BD. M f__ METAL RUNNERS M t: PACK WITH THERMAFIVER 0 CUTOUT MAXMULTIPLE CONDUIT / PIPE PENETRATIONS SAFING At MANUFACTURED U_ . (r �� _ _ _ 6X6 DENSITY WITH NO VOIDS OR U, GAPS STUD ■ <7 C.M.U. OR CONCRETE - PROPRIATORY SYSTEM OR PARTIAL ELEVATION U.L. TESTED NONSHRINK GROUT - FILL OPENING COMPLETELY MAIN WALL SURFACE � u _ r ... r----U_ :W AS REQUIRED FOR CLOSURE 0 PATCH : M PROVIDE CELL CLOSURE OF 4 R4 SCREW NON-COMBUSTIVLE MATERIAL _- IN C.M.U. WALLS _ RUNNER TRACK 'I 3/4" PARTIAL ELEVATION SECTION CONCRETE MASONRY UNITS OR SOLID CONCRETE WALLS 5/16 8 1/21, ■NOTE RUNNER TRACK INSTALL BLOCKING/FRAMING AT MTL, STUD SECTION WALLS AS REQUIRED FOR INSTALLATION L's �UM PLASTER AN aTHSON META STUDS METAL L15 FE/FV CABINET SECTION TAPE AND FINISH ■ SECTION NO SCALE FLUSH PATCH -SMALLSAS REQUIRED FOR CLOSURE 1 OR 2 HOUR 2'-0' ACOUSTICAL SEALANT K REFER TO RATED WALL ASSEMBLY TABLE FIRE OR AT DETAIL Al PLASTER AND METAL LATH SMOKE WALL MIN. BACK AND SIDES OF BOX AS NECESSARY FOR SOUND RATING TYP. SECT. , ,F—STUDS GYPSUM PLASTER, METAL LATH AND METAL STUD PARTITIONS RUNNER CHANNELS, TYPICAL GWB PATCH (BUTTER BACKSIDE SURFACE) S i----------5 i _ MIN. 2 'S' SCREWS PER SECTION, MIN. 3' FROM OPENING AND EDGE OF PATCH ANNULAR OPENING IN PARTITION AROUND PIPE OR CONDUIT GREATER THAN 3' DIA. MAX. 16 SQ. IN. MAX. OPENING: r--------- -� 100 SQ. IN./100 SQ. Ft. z CUT GYPSUM BOARD TIGHT t0 PIPE �S - is I TELEPHONE OR ACOUSTICAL SEALANT AROUND ELECTRICAL BOXES BOX PENETRATION ' MI ' ' ' ADJACENT ELECTRICAL BOXES i DO NOT MUD AND TAPE EDGES HOLES OVER 3' DIA. LAMINATE BACK PIECE tYP. SEGt. CEILING t0 GYPSUM BOARD � Z GWB PATCH BUTTER BACKSIDE G - SURFACE. DO NOT REMOVE JOINT g COMPOUND DISPLACED At EDGES. = SEAL TWO HOUR WALL ONE HOUR WALL ' s (EXAMPLE) (EXAMPLE) F F o ' ;Nz TYPE 'G' SCREWS MIN. 2 PER SECTION. _ ' LEAVE EXPOSED. A (V MIN. HORIZONTAL JOINT REQUIREMENTS ABOVE SUSPEND C DEEILINGS ANNULAR OPENING IN PARTITION SHALLOW 5 SIDE BOX DETAIL-73 w lea S S AROUND PIPE OR CONDUIT 3' Via: A NOTES: Ate, �°• (� °� DIA. OR LESS. 1. JOINTS MAY BE OPPOSITE IF SAFEING IS USED IN CAVITY. F15 BOX DETAILS AT RATED WALLS�� 2. JOINTS IN FINISH LAYER TO RECEIVE TAPE AND JOINT COMPOUND MIN HOLES UP t0 3' DIA. HOLES UP TO 3' DIA. NO SCALE PAUL' .L.INACI KE AR0016073 BLOWOUT PATCH GREATER THAN 2' FLORIDA HOSPITAL ONLY 1 LAYER ON EACH SIDE OF WALL LESS THAN 6' REQUIRED FOR 1 OR 2 HOUR WALLS. -� - . Ze h chills -'- f ° r i BLOWOUT PATCH IS NOT ACCEPTABLE ON • 1 p y WALLS RATED AT 3 OR 4 HOURS. FLOOR OR ROOF SLAB ASSEMBLY ED EXPANSION & ORTHO NOTES: HIGHEST PRIORITY I. BUTTER ENTIRE BACK SIDE OF PATCH WITH 1/4' NOM. GAP FILL WITH RENOVATION JOINT COMPOUND, ACOUSt. SEALANT 2. LEAVE ALL SCREWS EXPOSED. CUT GYPSUM PANELS t0 FIT DECK CONF IG. RUNNERS - ATTACH WITH D 4— L ANCHORS 2, 4, O.C. TYPICAL PENETRATIONS At RATED WALL ASSEMBLY TABLE CEILING LOWEST PRIORITY Hunton FIRE RATING PENETRATION UL DESIGN NO, WALL PRIORITY LEGEND STEEL DUCT CONTINUOUS STEEL STUDS A R C H I T E C T S I- HOUR - 12 x 12 OR SMALLER W - L - 1001 (16' / 24' D.C.) 2-HOUR SMOKE BARRIER PRIORITY 1 HIGHEST AND - 24 x 12 OR SMALLER W - L - 1012 2-HOUR FIRE BARRIER 2- HOUR - 26 x 30 OR SMALLER W - L - 1014 :> PRIORITY 2 DATE SUBMISSION NO. 2-HOUR SHAFTWALL 04.15.16 CONSTRUCTION DOCUMENTS PIPE PENETRATIONS RUNNERS - ATTACH WITH 1-HOUR SMOKE BARRIER PRIORITY 3 - STEEL VENT PIPE (6' DIAM. OR SMALLER) W - L - 1019 ANCHORS 2'-0' O.C. - INSULATED 4 NON -INSULATED METAL PIPE W - L - 8010 ACOUSTICAL SEALANT 1-HOUR FIRE BARRIER PRIORITY 4 a I -HOUR (2' DIAM. OR SMALLER) AND OUR ' PVC PIPE (2' DIAM. OR SMALLER), W - L - 8004 z p FIN. FLOOR NON -RATED WALL PRIORITY 5 LOWEST B ELEC, CONDUIT (3' DIAM. OR SMALLER), PVC INSULATED TELEPHONE 4 POWER CABLE NOTES: 1. SCHEDULE CONSTRUCTION OF WALLS ACCORDING TO PRIORITY. ■ BOTH SIDES OF PRIORITY 1 THRU 4 WALLS SHALL BE 1 - HOUR FIRE EXTINGUISHER CABINETS W - L - 1004 RATED PENETRATION DETAILS 2. SEALED AND STENCILLED At THE 80% CONSTRUCTION SURVEY. A6 FIRE PENETRATION DETAILS A15 PARTITION PRIORITY PROJ. NO. H-15021.00 SHEET DRAWN DMC NO SCALE NO SCALE A051 ■ ■ ■ 4 ■ 4 ■ 6 ■ T ■ ■ ■ 10 ■ 11 ■ 12 ■ 1 ■ 14 ■ 15 ■ 1 ■ 1'f ■ 18 ■ 1 � ■ 28 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 11 FII- T-T - I 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 1 1 11 12 0 13 11 -114 11 15 0 16 0 17 0 18 0 19 0 20 R a " ----,, - , )� _� . P 0 0 E N 0 `0 ",_� I , ., - , - N � z z E K 11 'i ,--\- IN , I !: '. �_, -, H 0 G 0 F 0 e_-.I� ( - -, " ',,-' E 0 D E C E B , —�_ , I � I � _,_:� 0 n ,; .N 6, �_ 0 a) tz, C: A 0 ��( >1 V to 11 C 2 C � r 'a ;�5 0 �_ . `1 " 0 � I — , Al 1211 = 11-019 � Desion No. U408 October 03, 201 z konbearing Wall Ratios - 2 Hr 1, Floor and Ceding Runnere - (Not Shown) - Channel shaped,, 3�1/2 in, (min) deep, With min 1-U4 in, Ionglegs, fabricated from min Z5 14S15 cormsion-prebected steel, attached to floor and calling with fasteners: 24 in. QC max, IA, framing Members* - Floor and Calling Runner - Net shown - In lieu of train I - For use with Itein 2A, proprietary channiel shaped runners, 1414 in, deep by min 3-1/2 in,. wide fabricated from min 0,020 K 1:1,116, gzlv steei, otrached to floor and celing with fastenem spaced 24 n� OC max. CALIFORNIA EXPANDED METAL PROOUCTS 00 - Viter4l' Track MARINDIWARE, DIV OF WARE INOUSTfUES INC - UiperZO� Track PHILLIPS MFG CO L 4. C - Viper_n�l Track 15, framing Memibers*- Floor and Calling Ruimart - Not. shown - In lieu of Item I - Por us# with Item 2S, chanoer shaped, runners, 1-1,14 in. deep by reen .1-1/2 in, wide Nbricated from min 0,016 K thick galv steel, attached toffloof and ceiling With fasteners spaced 24 in. OC max� CLARKOXETRICH BUILDING SYSTEMS - CD PrOTRAK DMPCWBS L L C - Prol-RAK MRA OUILDING SUPPLIES - ProTRAK SOUTHEASTERN STU* & COMPONENTS INC - ProTRAK STEEL STRUCTURAL SYSTEMS L L C - Trl-S PrOTRAK IC, framing Members, - Floor and telling Runner - Not shown - in lieu of Item I - for use with Item 2C, proprietary (:banner shaped runners, 1-1/4 in. deep byrnin 3-1/2 3A. wide fabricated from thin 0�020 in, th� fiatv 9" attachad to floor and ceiling with fasteners spaced 24 In, OC max, TELLING INDUSTRIES L L C - Vrper201- Track 10. framing Memtters*- Floor and Calling Runners - Not shown - In lieu of Item I - For use with Itern 20, channal shaped runners, 1-1/4 in, deep by min 3-1,1Z in, wide fabricated from min 0.018 In. thick gaiv, steel, attached to fiocir, and cielingwith fastener's spared 24 ln� cic max� TELLING INDUSTRIES L I. C - TRIJE-TRACK- 2� Steel Studs - Clumnelshoped, min 3-112 in. creep, 1-1/4 In. flargev and 3116'in, returns, fatincatail from min .Z5.MSG corrdshin-proted,6d steel, spaced a ms,X of 24 in. 0C Studs to be cut Ws in, less than asseml�4y heltitit'afid frIcton-fit III place. 2A. framing Members* - Steel Studs - Not shown. - in lieu of Itern 2 - For usawith Item 1A, proprietary channel shaped steel shich;, 1-1/4 in. deal, by min 3-1/2 In. wide fabricated from min 0,020 in. thick gah, steel, Studs cut 5/8 fnc less In length than assembly height, CALIFORNIA EXPANDED METAL PRODUCTS CC - viperzo- MARTNO/WARV, DIV OF WARE INDUSTRIES INC - Viruir20- PHILLIPS HFG CO L L C - vtp,1201. 218. framing Membenir*- Steel Studs - Not Shown - In lieu of Item'! - Par Use, with Item lfi,chanqei shaped -steel studs, inin 3 -1/2 in . wide fabricated froon min 0.01 8 In, tbitk gaiv steel, spaced a max. of 24 in, OC� Studs cut 518 In- les's in length than assembly height. CLARKOIETRICH BUILDING SYSTEMES - CD PmSTV0 DMFCWSS L L C - PrOSTUD MSA BUILDING SUPPLIES - ProSTU 0 SOUTHEASTERN STUD & COMPONENTS, INC - ProSTUD STEEL STRUCTURAL, SYSTEMS L L C - Tn-$ PmSTUID 2C. Framing Members* - Steel Studs - Not shown - In lieu of Item 2 - Par use with Item 1C, propretary chanoet shaped staid studs, a-1/4 A deep by min 3-1/2 K wide fabrkated from min O�020 in, thick gaiv steel, Studs cut �V$ in� less inlength than assembly height, TeLuNa liNousTairs I, L c - vilpeo�o 20. Front' Z ing Members*- Steel Studs - Not shown - In lieu of Item 2 - For use with Item ID, channel shaped steel studs, min 3-1/2 in. wide, fabricated from min 0.018 in� tffid� gali, steel, spaced a max of 24 rn� GC1 studs &,it 51$ in, he in length than assembly reight, � I TOLILIA6 INDUSTRIES L L C - TRUE-STUD 3. Batts and Rlaokots* - (Optionan Placed In stud cav�ties, any are$$ fiber or mireinit wool Insulation bearing the UL � Classification Marking as to Surface Burring Characteristics anditir Pro Resistance. See Batts and Blankets (SKNV or aZ)Z) Categories for names of classifieti companies, - CGC INC - %I8 rn� thich- Type AFL C, Ilo-AR, IP-XX, TP42, IPC-AR, SCX, $RX, WAX or WRC� UNITED STATES GYPSUM CO - 5,18 In, thick Type AR, C, FFIX-G, TP-AR, 1,P-XI, Ifi-X2, JPC-All, SCX, SGX, SHX, WRX, WRCe USGX (Joint tape and compound, Item 5, optional for use with Type USGX), � USG MEXICO S A DE C V - 516 in, thick type, A,R_r_ JP -AR, tP-X 1, rc�')(�,� JPC-Aff, SCX4 SHX, WRX, WPC. 4A, Gypsum Board* - (As an alternate to Item 4, not far usevvIth, Items IB and 201 - Nom, 5/8 in. thick gypsum panels with beveled, square or tapered edges Instatted a� described in Item 4� CGC INC - Type ULX UNITED STATES GYPSUM CO � Type ULx. USS MEXICO S A Of C V - Type ULX 5. Joint Tape and 'Compound - Vinyl or casern� dry or preiraxed joint compound appried in two coads,to joints and screw heads of enter layers. Paper tape, nom 2 in. wide, enthedded in first layer of compound over all joints of wter layer panels, V'4i,v,n square -edge gypsum board is used, triurtment of Joints, is optional. 6. Caulking and Sealants* - (Optional, hot shown) - A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO - Type AS �Bearinq tbe UL classification Mark- L3JLyJl9 "te on 2012-10-05 "I'll, -1-11111 �'ll,�ll,�ll,"-"-",—"",,-"",, 11-:1-1,""; ... .,., ... 1__1_1 1-:11 -1-1111-111-1- 11-1-111111 ___1_1_J1_1 -1-11111-111111111 il�I;if)!2 UL LLC When the UL LeafMark is oft the product, or when the word 'Environment' Is included In the UL Mark, please searchthel&f�Wmw= dMbaw for additional information regarding th . is product's colpfication, The appearance of a company's name or product In tn* database does not In Itself assure that products so identsfied ham, been mareifectured under UL'S Follow -Up Sorvi,ce, Only those products bearing the UL Mark should be considered to be Listed and covered Under UL'S Faiffow-up Servlre� Always look for the Mark an the product, ULparraft the reproduction of the material contained in the Online Cedificatloin Directory tuibject to the following oeriditlorls� 1. Tho Guide, I , ' I I I ' lffbhnatloo� Delugovirodifor Listings (rrrs) must be preaeutoid In thOrentirety and In a nw-mosleadmo mariner, without: arty ,rrla Mpulaition 0 the data for drawings). Z The statement 'Reprinted train the Online Certifications Directory with permissien from U12 roust appear adiacent to the extracted material. In addition, the reprinted material must include a copyright natim m the following format: 'O 2012 UL LLC'. ,, UL SYSTEM NO. U408 A6 1211 = 11-091 � DeSign No. U465 2F, Framing Members*- Steel Studs- As an alternate to items 2 through 2E- For use with Item IF, channel CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC6A, LGFC-C/A 6� Mineral and Fiber 0oard* - (Optionat, Ne't shown) - For optional use as an additio na r layer on one side of shaped studs, min 3-5/8 in. Wde fabricated from min 25 MSG steel, spaced a max of 24 in, OC. Studs to be I wall, Nom 112 in. thick, 4 ft viide with tong dimension parallel and centered over studs� Attached to sixids ant; February 13, 2014 cut 1/2 in. less than assembly height. floor and ceiling runners with I-$/$ in, long Type 5 steeiscraws, spaL*d 12 10, OC and 24 In. OC along art Intermediate framing. Thomquired UL Classified gypsum board layer (Item 444) is to be installed Over the Nonbootilmo Wait 1kathiv - I HIC KIRII (HONG KONG) LTD - Type KIRII NATIONAL GYPSUM 00 - Types FSW Mineral and Fiber Boards, Batts and eiankms, Ttilmi,3% and AdhetIvit, Item 11,ara required, HOMASOTE CO - Homasate Type 440-32 � 9 1.� - � � %I 5 2G, Framing Members* - Steel Studs - Not shown - In lieu of Item 2 through 2F - For use with Item 1G. UNITED STATES GYPSUM CO - Type SCX / , 11 A Proprietary channel shaped studs, minimum 3-5/8 In. wide, Studs to be cut 11/2 in. less than the assembly 9, Lead Batten Strips - (Not she", For Ose With Item 4E) - Load batteo strips, min 1-1/2 ii, wide, max 10 ,11 , 11 1�111 11 long Y40 a max thickness of 0.1,2S in, strips placed pri thit, interior face of studs, and, attach -ad from the - I / 11 / ,� height, exterior fees of the Stud with 4,io 1 In, loriciType, 5-12 pan head steel screws, one at the top d(the strip and " � / " � � I I - I I - " � I 1� il , I I ,�, 4H. Gypsum Soar4* - (As an alternate to Items 4 through 4G) - Nominal 5/8 In. thick, 4 ft wide panels, one at me bottom of the strlp� Lead darten strips to have a purity,of 99,9% meeting the Federal specification ,, . �� f , I � �. I ,�, ^ . I—' , _ , 1, - -.1 - . 11 11 I - , . � . __ I . � 1-T-1- � � , " STUDCO BUILDING SYSTEMS - CROCSTUD QQ-L-201f, Grade 'C'- Lead batter, strips required behind vertical joints of lead backed gyp"m beard (Item --- - ,---- -------------- , ��-&,,;�4,�Iir,% 1 � � � -1 . I - I 1, , - , . I 1, I., � - ��T -Z I ", �t'l -- --'�W,� I �� , I .. - I . 1. � I" � Z5�� I , - applied vertically and secured as described in Item 4. 4E) and optional at remaining stud locations, Required behind vertical joints, � � �, - , 'I,- _�gl 1')�, ��_ , I "' -_ "" , �' :j % 'I," l " ,;,',� I I �Ii �1� ,_n A I 11 �Ie , -, � �� 4�, .� , " ,f , " � J i . .A,� , 'k . �, I �, �, I �, � ". , , , " , ,,#,- ,, � ,�� � ,� ", ��, , ", , t , . I'll n �, 't � ", �;- -1, , I 3 f �, , ", �,� � ,I , , 1�1 I ,� ,� � " � I I PASCO BUILDING PRODUCTS LLC, DRA PASCO GYPSUM - Type QuietRock ES. 9A. Lead Satten Strips - (Not Show , for use with Item Q) Lead batten strips, 2 in, wide, max 10 ft loolit %Mth � I ,��,,�,,,'�,.""�,,,,,--�,-�l'-��,� _,�'. 1", . I 1�_111; I �� I , ll- �1411 a max thickness or 0,140 ih� strips placed on the face of studs and attached to the stud wrth two mjri� I In, 1, 11. , - 1- . - ,,� 6 I- I -1 � . .- I .-- �_ ",3� � ,,,,,,."- I - I 1, " -Steel Studs - Not shown - In lieu of Item 2 For use With Item 11, proprietary ; ", X ... I I , _ , " il,_� - "I , � I " 2H, Framing Members* long min, Tv -8 pan head steel screws,, one at the trip of the strip and one at the bottom of the ship or , . .� ,�:,* - . I I � 1. I I I I � , - 11 �,, channel shaped steel studs, 1-1/4 In. wide by min 3-5/8 In, deep fabricated from min 0.020 in. thick gaiv , pe S I � I S - I , with ont min, I in, long m in, Type S-S pan head.steel Screw at file top of the strip � Lead hatten strips to _ � �, 11� " , , I., I �, I �� steel. Studs cut 3/4 in, less In length than assembly height. 41. Gypsum Board* - (As an alternate to Items 4 through 4F) - For use with Items 1E and 2E only, 5/8 In. have a purity of 993% mpetino the Federal specification QQ-L-Mlf, Grades 'U, C or D'. Lead batten strips I - - , \ 11 thick, 4 ft wde, attached to steel studs and floor and ceiling track With I in, long, Type S steel screws spaced required behind vertical joints of lead bacLed gypsvin wallboard (item 4J) and optional at remaining stud ,;;�,\ TELLING INDUSTRIES L L C - Vipei-20" 8 in, OC� along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and locations, (2,1 1�� 40 staggered on opposite sides of the assembly, 10� Lead, Discs or Tabs - (Not Sho�vrl, For use with Item 4fl - Used in lieu otcrr in additfon to the lead batten strips (Item 8) or optionai at other locations - Max 3,/4 in. dram by max 025 in. thick. lead discs 1. Floor and Ceftq Runners - �Not shown) - Channel shaped, runners, 3-SiS In. deep (min),. 1-1/4 im legs, 3. Batts and Blankets* -(optional) - Mineral mol or glass fiber batts partially or completely filling stud UNITED STATES GYPSUM CO - Type SCX compression fitted or adhered over steel screw heads or max 1/2 Jn� by 1-1/4 in. by max 0,IZ5 in, thick lead . tatts placed on gypsum boards (item 4Q ,, underneath screw bacintilons prior to the IrisrallatJort Of the screws. formed fnpm mill W, 25 MSG oatv sbeel, attached to floor and ceiling ,with fasteriers spaced -74 ln� OC in ax. cavity. Lead discs or tatui to have a iuntV of 99,15% meeting the Federal speciflcation QQ-L-201f, Gcade 'C'. ... I I 1A, Framing-Mambers— Floor and, Ceiiiiniq Runners � (Not shown) - Asa n alternate to Item I -Charthel See Batts and Blankets (BZIZ) category for names of Classified companies. 10A, Load Discs- (Not Shown, for use v*h, [ten, 4,3" Max 511ii in, dram by max 0.140 in, thick, load discs shaped, min 3-5/8 in, deep,.attached to floor and ceiling with fasten,-rs 24 in. OC. max. 43. Gypsum Board* - (Not Shown) - (As an alternate to Item 4 Wien used as the base layer on one or both compression fitted or adhered over steel screw headis� Land dlscn to hove a purity of 0,S% meeting the . 3A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - (100% 8orate Formulation) - Spray sides of Wall. For direct attachment only to steel studs Item 2C) - Nom 5/8 In, thick lead backed gypsum Federal Specification QQ-L-201f, Grades 'S, C or t�', ALLISTEEL & GYPSUM PRODUCTS INC - Type SUPREME Framing System applied cellulose material, The fiber is applied rAth water to completely fill the endosed cavity in accordance panels with beveled, square or tapered edges, applied vertlically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in, long ll� Adhesive - Not Shown - (For use with Item 8) - Construction grade, adhesive applied in vertical, With the application instructions supphed with the product with a nominal dry density of 2.7 fb/ft3. Alternate serpentine, nominal 3/8 in, wide beads down the length of both vertical edges, of Mineral and Fiber Board Application Method: The fiber is appfled vilthout water or adhesive at a nominal dry density of 3�5 lb/ft3 Type 5-12 steel screo4 spaced 8 in, OC at perimeter and. 12 in. OC in the field. To be used With Lead Batten (Itern lll� CONSOLIDATED FABRICATORS CORP, SlUtLDING PRODUCTS DIV - Type SUPREME Framing System accordance with the application instructions supplied with the product. , in Strips (see Item 9A) or Lead Discs (see Item 10A), *Bearing the UL Classification Mark USGREENFISER LLC - INS735 & INS745 for use with wet or dry application. INS'765LD and INS77OLD are to MAYCO INDUSTRIES INC - Type X-Ray Shielded Gypsum Last U2dated an 2014-02-13 beused for dry application only. 111-1-1-- --- I—, ,�,,�",--",""",-,,--�1-11,11, "I .... .. � .... .. � ... 1,11,111-11-1--, � " ______ - __,__',1 11,111,111-1111-11 I ..... ........ -1, " I , 1, " I'l-1- 11 ..... .... ___,_1_1 ..... .... �,�",L,I'I",,---,,-",,�",---,,,I,I', QUA IL RUN BUILDING MATE)tUA IS INC - Type SU PfkW E Fra oil n q Sys tem P, 2014 UL. LIC I 41<� Gypsum Board* - (As an alternate to item 4 and 4A, not for use with Items ID, IE, 2D and 2E) - Nam � When the UL Leaf M", is on the product, or man the word 'Eovirownent" is induded in the UL Plark, glossa search the UL SCAFCO STEELSTUD MANUFACTURINGCO - Type SUPREME framing System 3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied celiulose 5/6 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 4 and 4A. Environirrent database for additional Information legarding this product's certification - insulation material, The fiber is applied Wth water to interior surfaces in accordance Wth the application CQC INC -Type ULX instructions supplied with the product, Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. ST0,91L CONSTRUCUOR SYSTEMS 114C -Tvpe SUPRWE Framing Systam NU-WOOLCO INC - Cellulose Insulation UNITED STATES GYPSUM CO - Type ULX UNITED METAL PROOUCM INC - Type SUPREME Framing Systern I 3C, Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose fiber, The USG MEXICO S A 00 C V - Type ULX fiber is applied Wth Water to completely fill the enclosed cavity in accordance with the application Instructions 18 , Framing Members* - Floor and Wring Runners - Not shown - In lieu of Item I - For as-o Wth Item 28, supplied Wth the product. The minimum dry density shall be 4.30 lbs/ft3. proprietary, channel shaped runners, 1-1 im Wide by min 3-5M In. deep fabricated from min O�020 m thick 4L. Gypsum Board* - (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both � '14 INTERNATIONAL CELLULOSE CORP - Cetbar-RL gaiv steel, attached to floo�r and ceiling with fasteners spaced 24 In. OC max, sides of voll, For direct attachment only to steel studs Item 2C). Nom 5/8 in, thick lead backed gypsum � panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and CALIVORMA EXPANDED METALPRODUCTSCO - Vipee201111 Track staggered min I stud cavity on opposite sides of studs, Wallboard secured to studs with 1-1/4 in. long Type 30, Batts and Blankets* - For use Wth Item S. Nom 3 In. thick, minimum 3.4 pcf mineral wool batts, friction S-12 steel screws gypsum panel steel screv,is spaced 8 in, OC at perimeter and 12 in. OC in the field. Lead fit betv*en the studs and floor and ceiling runners. batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud CRACO MFG INC - SrnarterTracl<20", SmartTrack2011 locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in, placed on the See Batts and Blankets (BZJZ) category for names of manufacturers. face of studs and attached to the stud with construction adhesive and two I in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam 4, Gypsum Board* - 5/8 in, thick, 4 ft Wide, attached to steel studs and floor and ceiling track with 1 in. by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to MAR1NO/WARE, DIV OF WAREINDUSIRIES INC - Viper210- Track long, Type 5 steel screws spaced 8 in. QC. along edges of board and 12 in� OC in the field of the board. have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade 'C". Joints oriented vertically and staggered on opposite sides of the assembly. When attached to Item 6 1 (resilient channels) or 6A or 6C (furring channels), gypsum board Is screw attached to furring channels with I RADIATION PROTECTION PRODUCTSINC - Type RPP - Lead Lined Dryvarl PHILLIPSMFGCO LLt - Vfperr2ci" TraO, in, long, Type S steel screvvs spaced: 12 in. OC, I ACADIA DRYWALL SUPPLIES LTD - Type X 4M� Gypsum Board* - (For use With Item 8) - 5/$ in. thick, 4 ft wide, applied vertically over Mineral and Ir_. floor and Ceiling Runners - (Not shoy�n)-For use *tn item 2C- Channel shaived, folpricated from min 70 Fiber Board (Item 8) With vertical joints located. anywhere over stud cavities, Secured to mineral and fiber M , SO corroslon-prrit,E�004 or galk'steel, min deIlth to acgoirrimodate stud size, with Mtn, T, in� long legs, boards with 1-1/2 in. Type G Screws spaced 8 In. QC along edges of each vertical joint and 12 in. OC in atfachet! to floorafid ceiling with fa$teners spa ce,d roax 24 ini, OC. I AMERICAN GYPSUM CO - Types AG-C, AGX-1, M-Glass intermediate field of the MIneral and Fiber Board (Item 8). Secured to outermost studs and floor and celfing IIJ� Framing Members*-Plaor andColit" Runners -Not shown - In lieu of Items I thmugh IC - For use runners with 2 in. long Type S screves spaced 8 in, OC. Gypsum Board joints covered with paper tape and joint Wth Item � 2D and 413 only, proprietary channel shaped runners, 1-1/4 in, deeo by Min 3-5/8 in. Wde compound. Screw heads covered With joint,corn pound. � I I I I I , fabricated from min (1.01S in� thick,gaiv steel, attac"Id to floor and ceiling with fasterrers spaced 24 im OC BEIJING NEW BUILDING MATERIALS PUSLICLTD, CO - Type DBX-1, AMERICAN GYPSUM CO - Type AG-C I I Max, CtARKOXVIRICH BUILDING SYSTEMS - CD ProTRAK CGC INC - Types AR, C, IP-AR., IP-XI, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. CERTAINTEED GYPSUM INC - Type FRPC, Type C DMFCWSS L L C - ProTRAK I CERTAINTEED GYPSUM INC - Types 1, EGRG, GlasPoc, Type X, Type C, SlientFX, 5/8" Easi-Lite Type X, CERTAINTEED GYPSUM CANADA INC - Type C MRA BUILDING SUPPLIES INC - PmTRAK CERTAINTEED GYPSUM CANADA INC - Type C, Type X, Type Abuse -Resistant, 5/8' Easi-Lite Type X. CQC INC - Types ,C, IP-X2, IPC-AR RA K SALES L L C - Ram ProTRAK GEORGIA-PA CIFIC GYPSUM L L C - Types 5, 6, 9, C, DAP, DD, DA, DAPC,, DGG, DS, GP F56, LS, , Type X, GEORGIA-PACIFIC GYPSUM L L C - Types 5, DAPC, TG-C Veneer,Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG-C, GreenGlass , . SOW"EASTERIN STUD a COMPONENU INC - ProTRAK Type X, Type X ComfortGuard Sound Deadening Gypsum Board, Type LWIX, Veneer plaster Base -Type LWX, Water Rated -Type LWX, Sheathing Type-LWX, Soffit -Type LWX, Type DGLW, Water Rated -Type DGLW, Sheathing Type- DGLW, Soffit -Type DGLW, Type LW2X, Veneer Plaster Base - Type LW.2X, Water Rated - C0147INENTAL BUILDING PRODUCTS OPERATING CO, L L C - Types LGFC-C, LGFC-C/A , Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGL2w, STEEL STRUCTURAL SYSTEMS I. L C - TO- S P roT RAK Sheathing - Type DGL2W. NATIONAL GYPSUM 00 - Types FSK-C, FSW -C 1E. Framing Members*- Floor and Ceiling Runftrs - Ndt_siho�irt - In lieu of Items 1, through ID - For Use with Item 2E and 41 only, proprietary channel shaped runners, 1-1/4 in. deep by Min 3-5/4 in. VAde CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC- fabricated from min 0.018 in, thick galv stee-1, attached to floor and miling with fasteners spaced 24 In. OC C, LGFC-C/A, LGFC-WD, LGLLX. PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type PG-C� max. TELLING INDUSTRIES L L C - TR U E-TRACK-, NATIONAL GYPSUM CO -Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3, FSW-5, FSW-6, FSL, PANEL REY S A - Type P RC IF. Framing Mefribers*- Floorand Ceiling Runners- Not shovm - in lieu of items I through 1E - For use in dti fabricated fram. rnin 25 MSG steel PASCO BUILDING PRODUCTS L L C, 08A PASCO GYPSUM - Types PG-C, PG-9, PG-1 1, PGS-WRS. with Item 2, cliannel shaped runners, 1-1/4 in. deep by mi 3-5/8 in� wl �, THAI GYPSUM PRODUCTS PCL - Type C attached to floor and ceiling with Fasteners spaced 24 in, OC �max. I KTRII (HONG KONG) LTO - Type KIP,31 PANEL REY S A -Types GREX, PRX, RHX, MDX, ETX, UNITED STATES GYPSUM CO -Types C, IP-X2, IPC-AR IG� Framino Members*- Flocir and CL*IIWV Runners - Not shown - In lieu of Items I through IF - For use vith Item 2, ,channel shaped runners, 1-1.14 In, deep, by riniti :�-5/0 in� wide, attactied to floorand ceiling Wth SIAM GYPSUM INDUSTRY (SARASURI) CO LTD - Type EX-1 USG MEXICO S A DE CV - Types C, IP-X2, IPC-AR fasteners spaced 24 ln� OC max� STUDCO BUILDING SYSTEMS - CROCSTUD Track THAI GYPSUM PRODUCTS PCL -Type X, Type C � 4N. Wall andPartition Facings and Atceasorles* � (As a n alternate to Item 4) - Nominal 5/8 in. thick, 4 ft Wde panels, applied vertically and secured as described in Item 4. 1H. Floor and Ceillri# Runners - (Not shown) - Cbanniiil shaped, fbbr(Cated frOm tn in 0,02 in� galv $1inti, min , widitb to accominodate:stud size, Wth mill i in. long legs, for use with studs specified below'sind fabricated UNITED STATES GYPSUM CO - Type AR, C, FRX-G, IP-AR, IP-XI, IP-X2, TPC-AR., SCX, SHX, WRC, WRX, PASCO BUILDING PRODUCTS L LC, ORA PASCO GYPSUM - Type QuietRock 527. from rnin 0.0.ZIA. gaiv steefor thicker, attactled to floor arrid ceiling with fasterters spaced Mix 24 tn� OC, USGX (Joint tape and compound, Item 5, optional for use Wth Type USGX). MARINIO/WARE, DIV OF WARE INDUSTRIES INC - Viper20� Track, VT1,00- 40. Gypsum S*ard* - A.$ an alternate to Items 4, 4A, 45, and 4C - Two layers Nom. 5/16 in, thick gypsum USG MEXICO SA DE CV - Type AP, C, IP-AR, TP-XI, IP-X2, IPC-AR, SCX, SHX, WPC or WRX. panels applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of . studs need not be staggered or backed by steel framing, Horizontal joints an the same side n4eed not be 11, Framing Member0 -floor and Ceiling Runners-� Not shovm - to lieu of Item I - For Use with Itern 2H, staggered. When applied horizontally, both layers of gypsum board fastened to each side of fram ing with I proprietary channel shaped runners, 1-1�4 In. wide by min 3-5/8 im deep fabricated from Mtn 0.020 in. thick In. long Type 5 steel screws spaced 8 in, OC and staggered 4 in. OC between layens. When applied vertically, , gaiv, steel, attadled to floor and ceiling with fasteners apaced 24 In., OC innic, 4A. Gypsum Board* - (As alternate to Item 4) - Nom 518 in. thick gypsum panels with ibeveled, square or both layers of gypsum board fastened to each side of framing with I in, long Type S steel screws spaced 8 , TELLING INDUSTRIES L L C - Viper201,", Track tapered edges, applied vertically or horizontally,� Vertical joints centel,ed over studs and staggered one stud In. CIC along vertical edges and 12 in, OC in the field, staggered 4 In, OC betvieen layers, Screws spaced a cavity on opposite sides of studs. horizontal edge joints and horizontal butt joints on opposite sides of studs max 12 in. along the top and bottom edges of the mil. need not be staggered or backed by steel framing. Panels attached to steel studs and floor runner with I in, long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 In . OC along vertical and bottom NATIONAL GYPSUM CO -Type FSW. , 2� SteellStuds- Channel shaped, ,3518 iii� deep (min), formed frorin min N6.25 MSG-gary steel spaced 24 edges and 12 In. OC in the field When panels are applied vertically. When used in widths other than 48 jri�, In* OC max � Studs to be cut 3/4 �n, less than, assembly height. gypsum panels to be installed horizontally. 2A. Framing Members*- Steel Studs - As an alternate to Item 2 - Channel .shaped studs, min 3-5/8 In. 0GCII4C - Types AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHXj WRC or WRX, 5� 3oint Tape and Compound - Vinyl, dry or premixed joint compound, applied in two coats to joints and deep, spoced A triax of 24. in, 0(�. Studs to be cut3/4 in, less than assembly heigbt. screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an afternate, I I nominal 3/32 In. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer ALISMeL& GYPSUMpR0DUCT5tNC - Type SUPREME Framing system baseboard,JoInts reinforced, Paper tape and joint compound may be omitted ,when gypsum boards are CERTAINTEED GYPSUM INC - Type X, Type C, Type EGRG/ GlasRoc. supplied With square edges. , CONSOLIDATED FABRICATORS ICORP, BUILDING PRODUCTS 01%t - Type SUPPIEMIE Framing System 6. Resilient Channel - (Optional -Not Sham) - 25 MSG gaiv, steel resilient channels spaced vertically max 24 in� OC, flange portion attached to each intersecting stud Wth 1/2 in. long type S-12 pan head steel screws. CERTAINTEED, GYPSUM CANADA INC - Type X, Type C, Type EGRG/ GlasPtoc, May not be used with Item 4F or 43. QUAILRUNSUILDINO "TIERIALSINC, - Type SUPIREME Fratinfrig $ystem 6A, Steel Fram ing Members (Not Shown)* - As an alternate to Item 6, furring channels and resilient sound GEORGIA-PACIFIC GYPSUM L L C - Types DAP, DAPC, DGG, DS� isolation clip as described befom SCAFCO STEELSTUD M414UFACTURINO CO - Type SUPPEME framing System a. FUrring Channels - Form ed of No� 25 MSG gaiv steel. 2-9/16 in, or .2-23/32 in. wide I by 7/8 in, deep, spaced 24 in, OC perpendicular to studs, Channels secured to studs as CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC6A, LGFC-C/A described in Item b. Ends of adjoining channels are overlapped 6 in, and tied together with double strand of No, IS SWG gaiv steel wire near each end of overlap. As an I STEEL CONSTRUMON SYSTEMSINC - Type SUPREME Framing System alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping No. 6 framing screws, min 7/16 in� long at the midpoint of the THAI GYPSUM PRODUCTS PCL - Type X, Type C� overlap, With one screw on each flange of the channel. UNVED METAL PRODUCTSINC -Type SUPREME Framing System ti� Framing Members* - Used to attach furring channels (Item a) to studs (Item 2). Clips spaced 46 In, OC�, and secured to studs with 1-5/8 in. water or hex head Type S UNITED STATES GYPSUM CO - T ype Ak, C, f`RX-G, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WP,C, WRX, , steel screw through the center grommet, Furring channels are friction fitted into clips. 25. From-Ing Members* - Steel Studs - Nlot shown - In lieu of Item 2 - For use with Item 18, proprietary USGX (Joint tape and compound, Item 5, optional for use With Type USGX)� RSIC-1 clip for use with 2-9/16 In, wide furring channels, PSIC-1 (2.75) clip for use with dharrreI Shaped Steel Studs, 1-1/4 in, y64de by rnin, 3-518'in� deep fabrioted from min 0.020 in. thick.,galv 2-23/32 in. wide, furring channels, , I � ,, , steel, Studs cut 314 In, less in lerlgth thon assembly beIg , ht, PAC INTERNATIONALtNC -Types RSIC-1, RSIC-1 (2,75). CAILIFORMA EXPANDED METAL PRODUCTS CO - Vfper2O" USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-Xi, I P-X2, IPC-AR, SCX, SHX, WRC o r WRX. . 65. Framing Members* - optional - Not Shown - Used as an alternate method to attach resillentchannels 11 CRACO MFG INC, - f3rilarterStu00", SmartStud2i(l- 45. Gypsum Board* - (As an alternate to Items 4 or 4A) - Nom 3/4 in, thick, 4 ft wide, Installed as (Item 6). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient described in Item 4A With screw length increased to 1-1/4 in, channels are friction fitted Into d1ps, and then cl�ips are secured to the stud Wth min. 1 in. long Type S-12 MARTNO/WARE, 01V OF WARE INDUSTRIES INC -, Viper2011' CGC INC - Types AR, IP-AR � pan head steel screws through the center hole of the dip and the resilient channel flange. I � GC. Framing Members* - (Not Shown) - (Uptiona I on one or both sides) - As an alternate to item 6, furring channel and Wei Framing Members as described below: PHILLIPS 14FG, CO L L C - Vipe ;,20'� UNITED STATES GYPSUM CO -Types AR, I P-AR. a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in, wide by 7/8 In. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described . In Item b. Gypsum board attached to furring channels as described in Item 4. 1 2 1 C. St".lStuds.- (As an, alternate to Item 2, For use Y4 � th Itern 4E) Channel shap,ed� fatiocated from min 20 USG MEXICO SA DE CV - Types AR, IP-AR, b, Steel Framing Members* - Used to attach furring channels (Item 6Ca) to studs MSG corrosiort-protiacted or gaiv steel, 3-1/2 in. min depth, spaced a max cif'.16 jn,bc� Studs mction-fit Into (Item 2). Clips. spaced max, 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 floor and ceiling runners. Studs to be cot 51$ to 314 in. less tirtariassembly height. in. minimum setf-drilling, S-1.2 steel screw through the center grommet. Furring I 2D� Framrina Members*- Steel Studs - As an alternate to Items 2, through 2C- For use with Item ID and 4G 4C. Gypsum Board* - As an alternate to Items 4, 4A, and 48 - Nom.. 5/8 In, thick. gypsum panels, with channels are friction fitted into clips. I . only"channel shaped studs, miln:�-5/81n, wide fabricated from min 0-DiS in. thick gatv steel, spoced a m, ax square edges, applied horizontally. Gypsum panels fastened to framing with 1 in. tong bugle head steel PLITEQ INC -Type Genie Clip of 24 rm 0C.Studs to be cut 1/2 In. less than assembly height. , screws spaced a max 8 In, O;C, with last 2 screws 314 Ill. and 4 in. from each edge of board. Horizontal joints I . I need not be backed by steel framing, Horizontal edge joints and horizontal butt joints on opposite sides of . CLARKOIETRICH BUILDING SYSTEMS CO FroSTUO studs on interior walls need not be staggered or backed by steel framing, 6D� Steel Framing Members - (Optional, Not Shoyvri)* - Furring channels and resilient sound Isolation clip as GEORGIA-PACIFIC GYPSUM L L C - GreenGlass Type X� described below, DMFCWSS t t C - Pro5`TUD I I a, furring Channels - Formed of No� 25 MSG gaiv steel. Spaced 24 In, OC 4D. Gypsum Board* - As a,n alternate to Items 4, 4A, 4B, and 4C - Nom. 5/8 In. thick gypsum panels ,perpendicular to studs. Channels sectired to studs as described in. Item b. Ends of MOA SUILDING'SUPPUES INC - ProSTUO applied vertically or horizontally. Horizontal edge joints and horizontal butt joints on opposite sides of studs adjoining channels overlapped 6 In. and secured together With four self -tapping No, need not be staggered or backed b steel framing. Gypsum panels fastened to framing with I in. tong Type 8x1/2 Self Drilling screws (2 per side I In. and 4 in, from overlap edge). Gypsum board I y attached to furring channels as described In Item 4. Side joint furring channels shall be S steel screws 8 in, OC along vertical edges and 12 in, OC in the field when panels are applied vertically, or attached to studs with RESILMOUNT Sound Isolation Clips - Type A237R located , 1-1/2 in, from board edges, 3 in, from ,"ard edge and every 8 in, OC in the field wben applied horizontally, approximately 2 in. from each and of length of channel, Both Gypsum Boards at side RAM SALESLILC - Ram PraSTUD, Screws spaced a max 12 in. along the top and bottom edges of the wall. joints fastened into channel with screws spaced 8 in. OC, approximately 112 in. from NATIONAL GYPSUM CO - Types FSK, FSK-C, FSK-G, FSL, FSW-C, FSW-G, FSW, FSW-5, FSW-6, FSMR-C. �olnt edge, SOUTHEASTERN STUD & COMPONENTS INC - ProSTUD b. Steel Framing Members* - Resilient sound Isolation clip used to attach furring channels (Item 6Da) to studs. Clips spaced 24 In. OC., and secured to studs With No� 4E. Gypsum Board* - (As an alternate to Items 4 through 4D) - Installed as described in Item 4. 5/8 in, 10 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction . STER I I.STRUCTURALSYSTIMLLC - Tri-S ProSTUD thick, 4 ft, wide, paper surfaced, applied vertically only and fastened to the studs and plates With I In, long, fitted into Clips. Type S steel screws spaced, 8 in. OC. Not to be used With item 6. STUDCO BUILDING SYSTEMS - RESILMOUNT Sound Isolation Clips - Type A237R NATIONAL GYPSUM CO - SoundBreak XP Type X Gypsum Board I 1 M Framing Mlernbers*- Steel Stads- As an altemate'to Items 2 through 2.0- For use with Item IE and 41 only, channel shaped studs,, rnin,3-5/4 in. %lde fabricated fmm min 0.018 in. thick galv steel, spaced a In ax 7. Wall and Partition Facings and Accessories* - (Optional, Not shown) - Nominal 1/2 in. thick, 4 ft Wide of 24 in, OC� Studs to be cut in in. less than assembly helght� 4F, Gypsum Board* - (Not Shown) - (As an alternate to Item 4 Men used as the base layer on one or both panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached In TELLING INDUSTRIES L L C - TRUE-STLICil", sides of wall, For direct attachment only to steel studs Item 2C) - Nom 5/8 in. thick lead backed gypsum accordance with manufacturers recommendations, When the QR-SIO panel Is installed between the steel panels With beveled, square or tapered edges, applied vertically. Vert"I joints centered over studs and framing and the UL Classified gypsum board, the required UL Classified gypsum board Jayer(s) is/are to be staggered min I stud cavity an opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long installed as indicated as to fastener type and spacing, except that the required fastener length shall be Type S-12 steel screws spaced 8 in,. OC at perimeter and 12 in. OC In the field. increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. RAY -BA R ENGINEERING CORP - Type R 8- LSG PASCO BUILDING PRODUCTS L L4C, DSA PASCO GYPSUM - Type QuletP,ock QR-510. 4G. Gypsum Board* - (As an alternate to Items 4 through 4F) - For use With Items I D and 2D only, 5/8 in, thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 In, OC. along edges of board and 12 In, OC in the field of the board� Joints oriented vertically and staggered on opposite sides of the assembly, � UL SYSTEM NO. U465 I I 0 2 0 3 0 4 N 5 11 6 0 7 IN 8 0 9 0 10 E -I 1 1 0 12 0 13 11 14 __ - — - - ____ ___ ___ - __ ___ - __ __ I — - - - -- _ —_ —_ _ —_ - ____ - —_ -_ --- F -_ — 'I J I : 4 � � — I , .. 1� �, I i�11_=L47A -_ __F__ __F_ - 11i 1,�Ti � 71i � - — T .. -1 --F---- - I I I I I I I _1 I I �_ -1 If — SEAL �J �% , _1�1 \� "I "& ,� OF Ft "ZI, � �1% 1 ,�,13�- 1 ', I -- 11 N �., �MA6 % , 0 - � % : . I � — I � � ' I ' - I I 11 , ,* - * —_ r1r, .. I 1. AR16 , � . � — Q'-, �.�. 1:� vo � �, 'N �� � ., ,� � , "'.1 �' "51, �11 I W I I tl\\ 'h'i KE AR0016073 PAUL' L C FLoRiDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION __ a Hunt(jn a A R C H I T E C T S I DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS - __ — - __ UL RATED ASSEMBLIES - WALL AND PARTITION __ PROJ. NO. H-15021.00 , SHEET A052 E 15 N 16 E 17 11 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/Fax www.huntonbrady.com License AAC001 744 ____ I i I : I � I ti i . I I . . 11 - I I � . � i E 21 N 3 0 4 N 5 N 6 0 7 0 8 0 9 0 10 0 1 1 IN 12 0 13 IN 14 IN I 5 IN 16 0 17 0 18 0 19 0 20 R 0 'i�� � .� I �11 �1. _ P 0 0 0 N 0 M . - , .. '� , ,Z__ 0 L E K 0 'i 11111 I I - I E . _t�,,� H E � �_ ��, E F 0 j-,-:'.� �_ k� ,, E E D E C 0 B /�- _\,� , 1_1 X n - 1-1, IN ui' Z) 0) t- .0 A 2 < I - 10 2 M C 2 C :� I. a Z�� 71 5;1 cl, 0 1 1 __ -_ - I Design No. U905 Design No. U438 Design No. U425 l, Building Unitsw � (Not Shown) - 3 it), Mick IS X 2-4 in. Cellular glass hkopX&, applied to Ove, Septernber 3Q, 2010 August 01, 2012 i gy ' psom Sheathing gionis) with PC aftadhe4tvaldr f#SWN_d With F arrtnors� spoke4 A MeAriturit 2.4 in, OC, � anchors Mire Mid to frifning inernbers With I- 1 J4 in. long # 6 drymmig scrawa� 1 � Searing Well Rating - 2 HR, No"beeirlog Wall Rating - 2 HR� February 22, 2012 � , . PITtSSVRGH CORNING CORP - Type ftoamGlos Noiaboaring Wall "Ung - 2 HR 4 i" I (For Exterior Wells, Ratings Applicable IN � I - ,�"" . (60401m) (k " " I I 6. fasteners - (Not ShowTi,t Streq1v4ui;v0 to olial.11 y,allboard to studs-, _%fil-tappinq boguineiiaL sitifet steel type, Load Restricted for Canadian Applications - See Guide AIM , , � � �,, I I ...... . , I I �,�, i kl - �;, � "; � , 1��_ 111-1. 1���_ ;,,',� . ,�, ,�,�4,� I � - , " �� I, 11, ,,, ly - 1- _,, _ �,".... _,� " , - . 11. __ _ � � I 11- .11 - 1".. - 1117 111_1'� � _= -::] I � For Exposure To Fire On Interior face Only, Spaced 12 in, O�C First, layer Type S-12by I In, long for 112 and SM in, thick wallbostrits kard 1-114 in,, forig-for 3t4 in. , I are , 4 toick,waftoar� Second Jayer Type 5-12 bYT-SIll in, long for 112 and 5/8 im thick wallbo, sand 2-1141n. long f4i 31 , , -_,�:,�, -V - - '- �; . I , 1_�� . ,_;� I . , � 4 . I , I "', I . ..... -_ N" ,� I - "I .� ���,�l�1����������lil�i������i����������l1�������i��i���� ""i �n, th,ck wallboard, Thord toyer'fype 5-12 by I -118 iri,� lung. � (See Items 4 and 5) I ---. - ,- __ ___- - - - - T I - I I 11 -_ I I � r ��-L-�-" _ - _T__ - � I ''I ---7t----'1, - 7: =,,Mi -I � , ,� � IV -, � �J �� +I �, "O": "'. ", � q " -o ITT ,;R,- "o � _-, 11 I , , , , I - �, __._�__r, I A L, , �, I i t _. � 1 11� - � pil"411wod SWO U. y 7, Soft and Olaakots* - placed In Stud cavilues of -all irxttriorwaft� May Or Ma Abo , Bearing Wall Rating - 45 Min, 1, I-L/2 or 2 HR� I I I y rx - L-tieI 4i Inigrior walts� Any glass nbi�ir at m"AniatwOot to ft material hearing the UL Claw unkiq Marking as to tire, "kesistamm, of a thick ss - "pie Ile to waipletefy I � li�.� I I II-)_61 � 1, I I P'� 1, 1`1 , _ I I , , �, t I ,,n r!n t r�,;,,7,, , 11 - J 11 '�___� V" - " � i 41 � 1 ,k�, I f 11 , , _ ( ,V I , , 11, I � "I i I Pit I 1: . � I I , , I 11 I I 1 "4 7,S,T iialK If 11 I -, � I I I "'ORZI, SECTION, fill stud cavity, (See Items 2 and 4) t, 1� �, I, , I P, I . I , I 1 L�* - li , ��)� i1 I I , - I ,, . ?I 11 - , , - , ��', I 11��' , , , I I - , i� . , ;,V �_� ". , '�, � / - -V, I , " 1,.� , � � , . , , � , " � Y_ �, I � - , . 1. I " 1, '.�, ., I X , , , CRILINQ , I., I I- V, I ,� "!,&If,�.� :04 ��,, �� �"e ,�t � �,� ,,-,v, I I -,,-�,I� "I A � I , , � , I J� I- Sea "M and Slookets* (SZ)Z) Category for P�ames of Ctaisified compIinwa, Load Restricted for Canadian Applications - See Guide VXM 7A, fiber, "yedt -As "ititt-marg talsa-tt5arid Bfarikutslltoro'�) -Spray applied cfIltilosemateriaL Thefibei is applied with watar to completelvNil tl�,ra Kmclo$ott caylty In accordance wito the applicallionarstructions supplied mth th6 ' , . _,'411-_'V� _A_ ._.11 - -, 1�,A`ii- I � � ,.,, _ - - ; ,,:,, / 1, - - , � �-*�V 10 I - -� � - � homo-ATM sectitirl I 'V ) a - I I CZ � ; � " I I , , .1 � -ity of!3�0 thtft"i, A, to int , sin r Product, u0minoi dry deft ftrna tillax- fiethoci, Tbeffleer is applied with 1.1.5, Greeribber LLC Type � . INTERIOR WALL hot it fiber to fill the in I AD100 melt adhesive a nantimat ratio of one part odkreswee:16,6.parts cornpletely anclosed cavity . V, , Z,_' 11 %� 1, 11 - ��,, accordance with, the applitcation Instructions supplied with the product, Nornirial dry density:lf 2A th/fI3, L Concrete Sfocks* - Variov� designs. ClAssificabon D-2 (2 hr). ... I I P-00A �1� flift I U S GREENFISE9 L L C -- C*co*n�,StabIkzod;or Coocion-FRM tniro Rated Material) 1, 4 J I See Coricrebe Blacks pategoryfor list of oligible Manufacturers. � I_ floor and Ceiling Ruiefters - 'J' -shapinJ 4iinner, 2- IJ2 In. Wide with onoqival itV,s of I in, and 2-im, fabricated from f(-� P 24 MSG gatv sbeirl (MIT,, 20 MSG when Item 48 is med). Runners positioned with,shortleq,boward finished side of wall. r 2, Mortar - Stocks lairlin 1`0 bed of mortor, hom. 3/8 in� thkik, or riot less erov� 2-114 and not more than 3-1/2-parts of Pul'ine,fs attached to vu,4ACt"41 supports With stftl fasteners located out gmisttr than 2 10, from encle and not greater than - 11 ---------- . I I � I I t 7R, plh�er, Sprayed* - &,,air afternate to Item 7 and 7A - Spray applied cellulose material, The fiber is applied with I , ,�� -, 1, . �,*% ,� �.7.f�-/-��A�,,�tr-tt'jl �-*,,,`, -rJ1;,,. , �__l � * -ft�4 � .; � I i'*,�, clean sharp sand to I part ", land cement tpropordaried by,miume) and Mt 1`nDra than 50 ii,etcent hydrated lime (by 24 41, OC. ,,.,�, �, ���"4,�, .!Iferl,�e_,,T . . . - I I ��, I - n , . - I � � � -1 - ith the application Instructions supplied Min the product �� v � �, �,,,�,:, - . .A,i�., I � - 4, !1��� water to completely Sit the endrised �,avdy Inacriardafte vrt I `0 . -;V,,,��,,,t�;NW k % yi,-%,-%,'. ,, Z, X�14�It,l �,� /,�l , ,� "x"'. t_��'? - I �,� t 1_� -�x 'I, carrient vok"'hie), Vertical joints Aoggem-d � _�� _ I g V-1-1--1: I I __ I I � I � � -_ I , I I NornInal dry oao,0ty of 4� ,58 lhHt a, Steel'Studs - IC � �' -Aha Pea studs, 2, -1 12 in - whie. by I- 112 el, deop, fabricatx,st from ZS MiG qalv steel (tr In 20 MSG 'if � I , - , I I � I 3, Portland Cement Stucco or Gypsum Plaster - Add 1,12 hir to classification it used,, Where cvrobuotilite mombersere when itein, 48 A's used), Cut to lengths 3f,I) to V2 io� loss than goof W colliling height and spawd24 In, or 600min OC, I �". � I I I I .4 NO -WOOL C00K - Galtritase Tilsoiation freened in wall, Piaster orstucto must bo applied on the face opposite, framing tv achieve a inax. Classwicaflon of I- 112 fir rq� , � . � � � Attached to concMae black, (Item 1)� 2A, Siteet Studs - (Not shzvrn)-'T* -.,thapedstuds Installed in place of "C-,M' -serapadiatids (Itern .2) 10 secure the closure � I I � . I I : I 11 J ilner paltels at tile, endsof walls, I�abdtarud firom Z5 lM,5G lialy steel (Mcri zo,msa When Item 416 is useit), 2-1;2 ln� while, I ---- _ I I— I I I ...... I L-111 ---- , , 7C fiber, Spraye#4 - As,ao alternate to, Batts ond Blankets (linev 7) - ray applied calkilow, flbtit The fiber ll� applied � -, � _,_ ��, .T i. I �;__,�"_*.141�T 1"� �� ,%,,;��-',�; �� 1 1� I , 'i , - " "I',"", "I V� � `� -ill co ,y o ,b a 4� Loose Masonry flit - If i .re spaces art filled with loose dry expandeii sl89,O.xpaeuJed,ck4 re; al-,(Rotari, Kiln, n ., ,", e. gyps-orn firterp whil" O, a, ieq I In JOA9 ar4 two ieq� 3/4, In igna'Slupter hels I Im doaft tri'm , , npoia, Cut to lonliths . , � �'!` -7. ,,,, I'll 11 �_ 4 A 41": - � 7. - - 't �. --*I',- '1111 I " - ,�,�.� -1i:zjl:�,� � �� �' � 1, 4 i";*�-; f, , j� I �U;;, 1 � 't I r r wiiii wottr to Atomplerely Pit ho enclosed cirvity in a0cardWaWth fire application ifistructIons supplied with the product, 1��w � i4l __ mg ! * 14, ,�� , " ,L.4,�tZ� !I *4,�,-�U -,.A,1�,4,*�,� 11--M Process), water repellant vertniculitii. Maseru M, , Ir , I insulabo � y fill inselation, of silicone, tivatodliffift locae sod 2, fit, to ,�/s in, less than floor to'callula N"44hL Sl"'and lintel Of opening formed with -shapeif runnart (Iteirn 1). sacuostj to 'T, - , � 1�y , � � L, A - - W941 �'. I 4 � , 2 4�4 LN Z A - ra F 1 " , The Minimurn dry density,,h4il be. 4,30 itra*1, dossIticarwri, shaped studs With angle clip, and steet iiaewst, 1 _l 1 (4 ONAL CELLULOSE CORP - C01bar-Ri. 5. Foamed Plastic. - (optianat-Not Shown) - 1-1/2,In, thkk roax, 4 ft,,vide sheathing aftaicbed to contrete bIncks 3� Gypsum Sioard* - I '01, thickilym, 10 wallboard fine,r panels, supplied te ruun,24 in, or 6,0() rarn (ft,r mebir sparing) 1 - ,� (Itern 3), wiOlIrs., N, nneh� cut I in. loss in fength than floor to ceiling height, Vartical edge$ inserted in, ,ii, -s4aped section of 'C-Hl studs, free odge, ofendpaneis altarlied to loN Jog ot,'T' -runners with I -s,ifi in. long Type S steel screws spaced M. o" greater than .12� in, OC, 8 Joint Tapoand Compound - (Not Shown) - Vino orcasele, dry or limaixel; joint compound opplied It,, two coats to THE DOW C"VMICAL CO - Type Thermax Sbeathirig� Tharmax Light D,jty Insulation, Theorlax, Hsavy Duty Insullton, I joints and screw he4dt; of outer layer, Perforated papts, fund, 2 In, wide, embedded in first layer or compound, over all HORIM4TAL SECTION . � Thermax WWI, &-Ading Board, Theirmax Itioinni 1�0,sh Insulatim,'finermai cl Exterior losolation, 11hermax I" In:gt0ation, COC INC - Woe Si,X, joints of auter layer., I Thonnax Plue Urier Panel and Thermax Heavy Duty M05 (H") umrrvo s,r*Tes GYPSUM co -- Type SLK, 1 9,, funin Channels - (fictional, not shown, forsiogle. or dcuble, layfirsysterns) -- R000t fordog 6annols, fabricated � - � !t�ool Min 215 MSG �Oreo$ionl p?oW,te0, steel, spaced vertically a Max Of 24 1 in, OC. nange porflooattiAchedto otich � IS eing the UL Ckiss,kfl;�atioq Mark , EXTERIOR WALL wter5ectlog stud with 1/2 in. fonli Type, S-42 steel scecwo� Liia updaw oft 2010-09-30 USS MMaCO S A DE CV - Type StX� 0-sk- ", -k 10� Foamed Plastic' - Not -Shown -FoT use with tinick, Vaulter asoudin,ad in Item SA - Maximum 2 to. thick, riod N I 6101 I - � or , I 0.1 potystyrer"o insulation attachied to studs With flaot"ars of zuft�ent length W parretrale the fbiain and 3/16 PA, hito the I . stud, A M�rijenuuj I in, atr_%pace i,i to be reahitain-W between the Outer si3rfirck 0 the foamed plastic arid the inner surface (S I �) __11_1111111 ------- 11-1 ------ ---.",-�-11,�ll,�,,�-1111--l'I'l��ll,�ll,"-,��11---,--.---�--l'----.,- . . ............ ....... -1 --"--""",�-�,,�-�-�l.-.-I.-.-I 1111111- 11--_1-1 1 0 .1012 UL LIC 4, Gypsum Board* - TfZln, thick, 4 ft. or 1200 rnm (for Metric spacing) wide walliboard applied ve,rhtady in two la,yVM_ _S1 of -the brick votwier, . 4 It � - .. �� ----- � ..... ___________ - '' _1_,P ) __ 1 ------ � Whetl the UL Leaf Mark I is 06 the produCt, or when Me word '�Eovkanrnent' is induced in the UL Mark, pirlasesearth the Ul, glityinonrrignt databa2t for addillkinat information regaiding this -product's certificatloo� Inner or base layw attached tostuds Witt, 1 th, forig Type S sleel screws, spaced 24 In. Qf- 4foog k � I ,, . he edges and in the field a* the boalxls� Outer W fac� layer attached if) studs and 'J, -runner$ With I - VS io� lotril Type S sesel ,-,crews sp.cod 12 lu� I . � y� I -,,�:,�� �:��A,& IIJ Z���o��4 � OWENS CORNING SPECIALTY & FOAM PRODUCTS &�;4;";4"-4,'�t�,��j��:,���-"�� -,V.�S,�',"X_-. _JJF_-�W-X'1rW't, ,;;.,�t.,�,,��,15,1�,,��.MC�ivt,�,� V_ __ __ - - 11 , , ,� I 4 l a n, q t h a eog es and I n th e he I d of th e be a rds , st agg C ip,d fin in &cnews 4 n Inner I Zym J oines betwee n In A e r a n 6 out er I ayem , . I I - The,appeanince of a rompaw ,,, name or product In lass Jambase does not in itself assure that products ari Identified have been manufactured . � y's I � slaqgetvd" I 1,0A,Mortar Drop Protection - (Optional, flok shown) - foarried Plastic with mortar, coutrol device attached, continuous, ly under Ui_'� s,oftw-Op Service, Only those products beadrilt toe ULIMork,shouki be considered to be U410 and covered under UL's Follow�k)p M 00 &I I . . P1, � at �" -ate behi brick veneerr� I � by Oralliago holes , ttorn oftitr so rid Service, AWays look for Owe Mark on thoprodum �, Outer lay,�,x joints covered with paper tape, anaJoint combound. Exposed stro,wheads covered virth Joint coil-1pound . I . � � __ I.,_ - - ..... _ - L__ , OWEENS CORNING SPECIALTY & FOA14 PRODUCTS - WeepG,iialrd , � ..... % ".. ;� - 4 - - _� UL permas the reproduction of tile Material contained in Ulf". (Wim Certification Dfr,ed6ry ,wbjft,t to ft*, following condftlons� 1, The Guide As an alternate enediod, inner waillboard layer applied Vertically, outer wallboard layer applied horizontally, Inner layer , ,� � '. i�; 4 �,e !ro �� , �14'�;IRRi*"`�" ��4,�i�,4�'14-�IPT:�la.3.�"�-�*1.4,iP,.�, �,_t '! � i "11""24"=;4.kzii��14�11111t=;43= ","= =4:=�=4=_rWii"0"1i"1;i -A ;Q 4 - informatron, Designs andjor tistings (Ales) mu"a be presented in their entirety and In a non-trilslealling roannor, withoutony inanipulation: ofthe data (or dniwmgs)� 2� The statornent 'Roprinlec! from the Drijirui ceitific4nions Directory Witt', permiasion from Ix" aiust appear arf�arwrt to the attached to,sludr. with I In, Type S steel screws, spaced 244n. OC along vertical 011es and irk the fieK Outer layer, attached ba the studs arid "r runnem over the inner laver with 1��5/9 ln,� king Type , S sloelacrews 8paced tz im OC In the , , t 0- -0- _)!'� 2,08, Foamed Pfirstic* - KAY'socininutate foarried plaqtic losulation boards, any tlhi&niess, Classified in accordance with : I , (4 INTO I IR ( FIRE,) SWE exteac 3ed niahsaah In addition, Ine, reprinted meterial rnuigtinclude a moy6ght notice in the following forrooc "I(,, 2012 UL LLC% , r Oew,alf.�r,gtl�evt,ti,icalt,oge,sa,ii3Ot,ot�ht�Awran�coll�ng uhJnera.,0uWbryors(,cvted to inner layer wallboard with 1-112 _10 spy,Xand i or CCVW� May be used witil any exterlor Iscing shown under kionis Sa, k, 5d mid sa� 0, font ,rvve ,4 , ,,Gs�l screW5 kt,,7Atec1 nikiway between studs and I in, from too hori:.00rital Joint, I..e THE DOW CHEMICAL CO - Type Thermax Sheathing, Themiax Light Duty Insulation, Ilhermax Heavy Duty Insulation, , pps AG-C, AMERICAN GYPSUM CO- Ty Ther"'n,ax Meter eveding Boom, Thermax Whille Snist-Insufaucm, Thermay 0 EakelarInsulabork, Tberntax, IM Insulation, I I Thermax� Plus Liner Panel and Then,Nix �Wovy Duty Plus, (IMP) -HORIZONTAL SECTION , M15 UL SYSTEM NO. U905 CERTAINTRIED GYPWM INC -- Type'FRPC, lype C, , i�t, Cementirtlous Sackor Unft-4 - (Optional Item Not Shown - For U�w On Pbce Of I lie Or,2r Hr Syaterris With All standard lt.-M4 Required) - 112 im, ,5!8 in, 114 in, c� I lo, thttik, ittio. 32 in, wide,�- Applied vowmilly or horizontally wft� CORTAINTSE0 GYPSUM CANADA INC - lype C Vertical lo rits centered Qverstuds� Fastened tosti,ids sod ruorens with rament boa� d ocrews ofadequate length to peniltra to �stvd by a M I n i M, um, of 3,18 in � fbr oniefframi ng, Members sp a cad a Ina i of 6 in, OC � iiihoo' 4 ft. w iffe boa rds, are, 1. St:ael Floor and Ceiling Tracks - (Not Shown) - Top mid bottom tracks of wall assemblies shalt consist of steel o�md, horaorit"li J*iohits hood net be tookerl'by framing, 2-11tr System ''Appliad Vortic,04h, vilth vintle4-1 joints carliered Over , memb,ars, Min No, 20 MSG (0�0329 In,, min bare metal thickness) steel or min No, 20 GSG (0.036 In, thick).galy steel or ,�t ua,�I, fare laye, fastened over gypsumboard to studs and noiners with cerneot toa4�d soevia of Arjtguate le'noth to � " I NO SCALE *SC 114C - Typ�- C, if'-X2,dr WRC. No� 20 MSG (0,033 in. thick) primed steel, that provide a sound structural Connectioil between steel studs, and to adjacent poneha te srud by a Minimum of-%�S I n � fat ateol framing toerribers, arid amininturn of 3/4 iei� ft twood frambili members � , assemb,Jit�s such as a floor, ceiling, and/or other walls. Adeched to floor and ceiling assemblies with steel fasteners spaced spaced a, Max of lit m. OC. I not greater than 24 in. O.C. GEORGIA-PACIFIC GYPSUM L L C -- Types 5, DAPC, NATIONAL GYPSUM CO - TVIV, PermoOase 1 2, Steel Studs - Min 3-1/2 im wide, No. 20 MSG (0.0329 im, min bare metal thickness) corrosion protected cold formed Design No. U455 steel studs designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel LAPARGE NORTH AMERICA INC - Types LGFC-C, LCJ-'C-r/Al Structural Members by the American Iron and Steel Institute. Ali design details enbancing the structure$ integrity of the "o-eoring the VI. Clasv.rlcatiori Mark wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or May 11"Z012 producer, and shall meet the requirements of all applicable local code agencies. The Max stud spacing of wall assemblies us uw&.g on 2012 �W2,22 *AXIONAL GYPWJM CO - Typos; +SK-C, FSW-C, FSMR-C, shall not exceed 24 in, OC (or 16 in, OC when Item 5b Is usod)� Studs attached to floor and ceiling tracks with 1/2 in, long "onbearing Wall Rating - 3 HR. I , � 1 Type S-12 steel screwson both sidesofstuds orby weldedor bolted connections designed In accordarcewith the AISI 11111-- ..... .. .. - , ,111111111 "I",",, ---' - � 11111111111 I'll-, 11111_ .... � ........ 11111 I 11-1 .... ........ � .... .. _-______- '11,__1_111_111--- 11111-11- -111,11-1 V 2all Ut, LLC I .1 specifications, r I (", cf) 14) (Alt PASCO BUILDING PRODUCTS L L C, ORA PASCO 4YMN - Typz,v PG-C. ften the UL Leaf Mark K on the product, or wt%-n tne wort 'fo-virorimers' Is included in the Ut Mark, p1tase search the Ull. Em0r2nMgqk datalbam , 11 'Ir . 3. Lateral Support Members - (Not shown) - Where required for lateral support of studs, support may be. provided by for additional hiNmoabon regarting this produitt's, certification, r means of steel straps, channelI& or other similar means as specified in the design of a particular steel stud w all system, I I TEMPILE-INLAND - Type Ir-C, UNITED STATES GYPSUM CO - Typo C, IP-X2 or WW_ ' I . Pie appe'vance of A comparry',� nama orproduct, in thn� database does not in itself assure that productsso identified have been manufactured � _ 4. Gypsum Board* - Gypsum board hewing the UL Classification Marking as to Fire Resistance, Applied vertically with under uf�s Fbfioia�up Servict" only those praducm bearkirt the UL 41iiM should be considered to be Liqk,d arid covered under UVs Follow -Up I I joints between layers staggered. Outer layer of 3 layer construdion may be applied horizontally unless specified below. service. Always took toe the Maric M die produa, The thickness and number of layers and percent of design load for the 45 min, I hr, 1-1/2 fir arid 2 hr ratings are as I � � - I i 1�11r, , - - I'll, - � 11111111- "I'll 3;;""4-",-"�*,-,�:,���,�,�,���,,,,=,,,,t 1�11111�1111'1�1_�V,�,,�X` I ,,�;�.=-w �,-t ..... . �,--��-,��:,-����,,��*1_1,y�,�n",--�'.�",��,--,-"v .- ,,-,�'. _'�', ��'1=11" - ��,-�-Z�Z,-7"��",� M" I �*�__ t I 41 �., � - I - - I I � ----,qN-- . -R__ 4, �`IZ - " -�inv�'r - 11 I - , �� I., E . -, - - _. I F". - 5111, --- __J - "I., -M , � �_ -.1 1�1 I ��.. �, ;,r I, � , ", -% - e,� , , - i , I I -'' . ��11 I 1� " (ij y, 1i f, "I'" 'T roilmvs, kJL pourriti the reproduct "� of the inaterial contained In the Orrilne Cerfitication Directory %vbj�,,,a, to1be following riirtdftiorrs�� I� The Guide I i ", I V ,i�l � V 1A .� 4", . I 1/1 - " , I .1 � I � - - k I , " , 1, � V ,A f, . 1, ,� *,, , 'i, , , , , �, 11 �� I , information, po,i*giis andfor usonos (Ves) mustbe wosented-,4A their onflrety and in a non -mit,aita0ing manner, witboot any manipulation of the datalordrawiags). 2,'rb,��Aaunrnent 'Reprintedfrorri the 00,ikn,zcetb'f�catk�nsD-i�ftt*6,wit4,p�-tm,i5�,,�on ftom OV orwqarpear ad3ocentlio,thri , 1''', � I", ', I " �� V � 1, J, , , ) k , , I " I I I , 11 41 1 , , I I I " I; if, " J, 0156 MEXICO 5 A DIE C V -- Type C, flr�X2 ar WRC . interior Walls , format. `4�20121 - �, I�Z ��,;.,;=W. I -, , I =___��_____- 1 ---4-'_-----4�7-- ei<tracted htaleeiai, 16 addition, the reprinted Material must Include a copyrialhii notice to the following Ui. WV% I 11 , " -, 111 1� , � I 11 11 �. ,b 1 � - I V1. - , - . , - i� , - �, 3_3:,"R __ - - , �-, l�o��a�=-=� - , . �� - - - - 1 I- i I : r4l ��� 4A, Gypsum Board* - (As an aktrnau, tt;Item 4) - 5/8 M. thick gypsurn pan*, -Is with beveled, square, or tapered edge$, I _ I Wallboard Protection I I . � 1 I applied yorncaVy or hiifizotftalfy� Inner or base Ityeratuaq1tilad bo studs with I in, lorglViie S or S-12 s1*0 screws spaced 24 in, K wil, , , ., 2 wo Metalled vernt AV or 16 in. OC whert installed hortmina6y, outer or fac-6 layer attached to studs with I 1, Siotlh Sides *f Wall - I . No. of Layers & Thkos % Of � I As 46 63 �tfl. In, I,an.q,ryPo S or S-12st"i screws spaced 121n, OC *hen instailed. veillicalry irria staggered 12 In, from D"a leyver . '. Rating of Board In. Each Layers Design Load � I (15P scr�_ews or$ In. QC wNemlost,4110d borizontally,and staggered 5 to, from t�"t,,iz�ernmw-�,�,iloNwntAilo�nk,, between innor . � and ftte� layers ,staggered a fain of 12 in. 11007oreal Joint's need hot bo backed by st"'I framing, VoirticW Joilits tentoned 45 min *1 layer, 1/2 in. thick � 100 I over studs:,lnei staggered 24 in, Outer layerjoints covered with paper tapt arrajoint compound. Exposed serow-heads I I . 1. Studs - Chantral-shaped, 3-112 Im wide by 1-1/4 in, deep with S/Iii, in, folded hack Minim flange legs. Fabricated from �, tovertti with joint t'ampinind. Poper tapeanajolot compound May be omitted when qyp�wm boards art supplictiwith I 1 I I I I I k1l layer, SJfi in, thick I I fir 100 - NO, 20 MSG gaiv sted,:Rax,stud %pacing M -in. OC. Studs to be cut I in, less thin assern4lynelg1ht, I . - square, eddes. When used ill wldth� other Irian 4$ in,,gypeorn panels to be inswifed horizontally, ,, . I 1 I 1-1/2 hr �2 layers, 1/2 In, thick I 100 1 , 2� Floora"a ceiling Rvorwriti (Not Shown) - Channin-slipped runners, 3-1/2 Irr,wee by 1-1/4 In, deep, fabrlote4 CGC INC --TW. AR, TP-AA, TP-XI, .SCX,.ULX, or, WAX, . I from No, 20 MSG lialv stoef� Attachtd to floor, and c4iling-tifth fasteners, 24 K OC, Max, 1 2 hr 12 layers, 5/8 In, thick or 80 1 I 1 3, Resilient Channel - 75 MSG ON steel resilient dirvino�, "red. vertically max'24 in, QC, flange portion attached W � UNITSO STATES GYPSUM 00 -- TWO AR, FRX-G, JP-AR� 1,P-Xl,, SCk, VJ,Xor Wkl�, I -�3 layers, 312 In. thick 0 I I I " I Aetsuh inteesec scre ting stud witlit 1,/2 In, long: Type S42 pars head onset , ms, 1 1 -2 laym, 3/4 in, thick I I 3A Steel framing Members (Not Shoem)* - As an attoroate to Item 3, furling channets, and resident aound isolation . USS MEXICO S A Of C,V - Type AR, IP-Aft, IP-XI, SCX, 1A.x,,ojr WRX, cilp as descritned below litabriqs applicable to issembfies serving as exterior walls where Classified fire resistive gypsum sheathing type wallboard � a Ferneing Channels - Formed of No, 25 Mil's 981v steel, Z-3/8 in, Wide try 7/a in, deep, gpa�ted 415� Gypsum Roard* - (Not shoWn) - May be wied m lieu of Jiterns,4 or 4A for the base layer - Nom 1,5/8 Im thick lead is subs tituted on the exteelor face, 24 in, OC perpendicular to studs., Channels secured to etutils,as, described rn Ilern li� Vncis,of oacked gyptain pands with boveled'square or tapered 66ges, Applied vertically, Veiticot)olnlis teriltored over stti& and , adjoining chariemAs are, ove�ehippod 6 in. and tied together with double strand of No, IS SWC-i gaiv I . , sNiggered nim I stud cavity on opposite sides of studs, Wailboar � 4 secured to stud s with � -1,14 In, Imig Type S- 12 ,,,feet Exterior Walls shad Wre neat, eachond of,overlap. Asark alternate, ends, of adjoining channels may lie overlapped � scrievrs,momd 8 in, OC at Perimeter and 12 in, OC in ffig-flold, toad batton sbips �Itom fi) requiria,d be,hind vertical Jokft � . I 6 in. -and secured together with two ieff-lopping #6 fraiiiirpq screws, min, 7116, in. long at the I noddoint of the overfoo, with One $Crow 01-t each flange Of thie0anne-1, I *AV-SAR ENGINEERING 'CORP - Type Als-LBG Wallboard Protection on Interior Side of Wall - b, Steel Framing Members* - used t,��.:attach hurang channals (Itarn a)� tn studs (lteni,i). 00ps No, of Layers & Thkns 010 of ,spaced 48 in, 0C, andsoCii,reii to suldS well I-VIS to, water or box head Type S "iteet screw � � 4C, Gitp4um Board* - (As anafteyrob"Ito Itare 4, 4k, 46) - 5/8 tn, thick, Twolayers installed as ,discribed, in Item, 4� Rating of Board In. Each Layers Design Load through the, center grommet. Furring channels; are friction fitted Into clips, NATIONAL GYPSUM CO - Typo FSMA-C, 45 min I layer, 5/8 In, thick 100 PAC INTERNATIONAL Vitt - Type ASIC-1. 1 ht 2 layers, 1,12 in, thick 100 \ 40, Gypsum Board* - (Not'Sbown) - May be used ill lieu offte'vis 4 for the base fayer - Noni S/& in, thick lead backed 1-112 hr 2 layers, 518 in, thick too 4, Butts And Blankets - placed to fill Interior Of stud cavity, 3 tn. rren thickness, I gypsurn panels With beveled, square or teperededges, applind veftioally� Vertical joints centered Over studs and staggered min I stud cavity On opposite, sides of stuft. Wallboard sedired,to studis with 11-1fitin. kxV. `Piepia S- 12steef scrieWs ",-c6d 2 hr 3 layers, 112 in, thick 100 THERMAFISVA INC - ryp,-, SAF8, a in_OC alperirneterand 12 in� ocin to-afteld. Lead battenstripsloquow blibindverticatJoint%, To boueed witli �,ead Batten Strips (see Re 66) or Lead N'K's ($oa Itero fic'). 2 layers, 3/4 in. thick 100 - � __ I ------ J 5, Gypsumftard- l�'2.4i,t,htf,k,4ftvWde.,,Attachodtoi:msiRentc,t,furOng�,,t�atin�f��q,'bi,,*VayerMt�i Iio,TypeSawel MAYCO INDUSTRIES 114C -Type X-Ray Sh.teide&1Gypl,,um scraws spead 24 to. 0C, few lever with 1-5/8 in, TypsrS scouvs spaced 12 ui� OC. Wallboal,don direct atuicherf side rfrat Any 1/2 in. thick UL 0assified Gypsum Board that Is eligible for usein Design No, X515. Any 5,18 In. thick VL Classified layer attached to studs with. I ln,Type S-12 stei sc,ews spaced 24 im OC� Second layer attacned to studs Vilth 1-5/8 In, Type S-12 steel srrews-Apated 24 in� OC, Third layer attached to studs with 2-1,14. in, Type 5-12 steel scraws spaced 121h� Gypsum Board that is eligible for use in Design Nos, 1,501, G512 or U305, OC Waillipaed joints onente-d verticaily, iomled overstonsand offset between laryers, 4E. Gypsum Soiir0 - (Not Showt,i) - May be u$ed In go,u of Itom,q 4 far It* bsse layet NorA,5/6 -in, thick lead backed 0psum panals With beveled square ortepered ed9t�,,'aptAled vnitcally,Varticol Jointscoritered over studs and Aliggerad . -, e S- I Zsloef screws fnin 1 stud mylty,on .Pp" sides of studs, Wallboard securf,,d to studs with I-,V4 in, long lifp � � � Jijl in� thick wallboard See Gypsum, Board (CKNN) Category - for names of Classified companies of 1/2 in, or S . See below AMERICAN GYPSUM CO - Typos AG-C SEAL I � qyps,urn panel ,,NO scrove; spaced 8 in. OC at perimeter and i2 in, OC inthe flaiti, Load b4tTenstrips requireel behind for Classified Companies of 3/4 in. thick wallboard. veitcaf joints, Of lead backed gypsurn wollboard andopt,orial at rernaini,49,,aud tocall"i s. tmid baitteri,�trlps, min 2 in � I . , vo4o, Max a It, long Mill a xnax rhlrkftos�% Of O� 14 in. pleced " me fad# of ehius and attached to tire stud with construc0oft � a in� loAqTyloo S-12 head top the %top Arid one the bottorn the 4A. Gypsum Board - Nom. 314 in. gypsurn board bearing the UL Classification Marking as to Fire Resistance. Applied , CERTAINTSID GYPSUM INC - Type C. � -////// 1111 � k \ I ad"sive and two pan -steel scrow% one at the, of at of 1 I � I I vertically with joints between layers staggered, The thic*ness and number of layers and percent of design load for the 2 hr A ' , 11, OF striz I,ead rbs� nomfnaI V's In, olam by Max 0.085 Im thic� Compression fitteo or adhered over the screw heads. Lead , bafto,*0lis and dists -to trave i� purity Of 9% 9% 01"ting .the Fedora I sperif4ration qQ-t,�20 if, Gratio ,v � , ratings are shown in the table above. % , 1-to 11 � , �11_1 I �111 -, � A,,� I � CLIATAINTEED GYPSUM CANADA, INC - Type C� �� 1�1 - . � �� PADIATION P40TEawn PRODUCTS INC - Type Spp - I ead Lined Drywall ACADIA DRYWALL SUPPLIES LTD - Type X I I . % ple 5, ftlfft and Sfookotll* - tophoiral) - l'Not shown) -14loeral wool or glaws fiber hatis potlel"yol cum Itely filling stud cavcy� Any mir,eml wool or glassfilhof battmateriag bearingthe kit.,08%ificiWon Markingas to Fire A-sistance, � C" INC - Types AR, IP-AR, IP-X3, or ULTRACODE OJEORGIA-PACIFIC GYPSUM L L C -- Types 5,,, DAPC, I LAPARGE NORT14 AMERTCA INC - TYPO LGVC-C, LGFC-CVA. � It I I " 11 � __4- 1 , ;� � . . " - M: � �_ I I -_ I I AI A " , Q _. :0 SA� Fibar,Spra -As ad alternate -to Batts Arret Blankets (,Item S) - Spray alsphadealkilose Material, The fiber Is � yedw aptiftedwith watorlocc�mlpletely fill the enclosed cavity to accordance. With- Ile app#C#0,T Instructions supplied with the I UNITED STATSS_ GYPSUM CO - Types ARI IR-AR, IP-X3, or ULTRAC005 I - % ��, - . , � -1 �, , , - I . , prodacr� Noininal dry disro0ty of 3X tbjfttl� Atterruite application roethqd� The floor isapialled with WS, Gra", fiber L,LC lype , I NATIONAL GYPSUM CO 1-I'Types FSK-C, FSW-C, FSPIR-C, �� _;�,_,� * . ,�,� I 141 1-1- ..- AD loo put M, sit adbiluavg ata noollinsirebra of on a part edhe'Ove, to 6,6 parts h bar to oem,plietol V ft 11 Me, enclosed cavity In I . � I I , I I . � I I I icabon the.prodrict,Wurninal dry deristy 2.5 ibi`0, USG MEXICO S A OE C V - Types Aft, IP-AR, IP-X3, or ULTP,ACODE - ZI �� I accordance with the apia instruttionssoppliedwillh of PASCO BUILDING PRODUCTS L L C, OSA PASCO GYPSUM - Type PG-C �11 ��\%� � 11 1 1 1 i U S OREENIVISIER L L C - Cocoon'2 Stabilized or Cocorro-FRIA (Fire Rated Material) 48� Gypsum Board* - As an alternate to Item 4 - Norn. So$ K thick with square edges, applied PAIVIL' L' MACHESKE A I gypsum panels, horizontally. Gypsum panels fasteneci to framing with I in. long buyle head steell screws spaced a max 8 In. OC, with last 2 PANEL RVY 5 A -- Type PAC RofuDA HOSPITAL , 50, Fiber,,"yod,* -As art aiterniale to Batts ana'slankets (Item',q) and Item $A - Spray applied cellulose Insulation, material, The fiber it applied with water to Interior surfaces triarcordinim with thaL apv��-atiori iAstruclibris supplied with the product., Applied M completely III the -enctio"d cavity-minimunt' rity.de,'"sity of 4.3 potords Pat cublit ft, I screws 3/4 in. and 4 in. from each edge of hoard, Horizontal joints need not be backed by steel framing, Horizontal edge joints and horizontal butt joints on opposite sides of studs on interior walls need not be staggered. Horizontal edge joints and horizontal butt joints In adjacent layers on interior walls (multilayer systems) staggered a min Off 12 in, TIEMPLE-INLAND - Type TG,C, NO -WOOL CO. INC - Cellulose Imulation TEMPLE -INLAND - GreenGlass Type X . SA. Gypsum Board (as an afternate to Itern S) - 1/2 ei_thfcx, 4 ft, wjide� Attached to resilient channels, thise ever Zephyrhills t with t hi� Type S steel screwa spaced. 24 im QC, face layer with 1-5/8 h', Type-Ss,ceews spaced lZin OC� Wallboard en I I I se 5C. Fiber, "yed* - As an alterreiteto Batts and mankets (Item 5) -Spray appliedoeflullo fiber, The fiber isapplietl with water V, completely fill theendoso mity in arcmdarica with the application instruLbolis supplied with iho producL NATIONAL GYPSUM CO - Type FSW-6� ifirect attached side Arst layer attached W studs wilib I in, Typo S-12 steel screws spaced 24 in, OC, Secand layer attached to studs wilth 1-5/6 in. TypWS-12 steel screws spaced 24 fm 0(. Third layer attached to Aud!� with 2-1/4 irt, Type S-1.2 The eellrernt�m. dry � . , I , I Jensity Shall be 4,30 Ibs�ft,4� steel%cre,as spaced 17 to OC, Wallboard �olnei orlonted, vorticalty, located Over studs and offse-t between 4tyers. As an option, the wallboard taints 614Y be otiented horizontally on the roMllerrt charims side, Joints��shiril be loco' -ad over resff*61 I I , I ,Chtuinels with butt Joints locatr4over, studs who, all)oiiits offset between layers, . . I ED EXPANSION & ORTHO INTERNATIONAL CELLULOSE CORP - Celbar� RL 4C. Gypsum Board* - (As an alternate to Items 4 and 4A) - 5/8 in, thick, 4 ft. wide, paper surfaced applied vertically I only and secured as described in Rem 6. CGC INC -- Types C, IP*Z-, WC%AR, WRC RENOVATION 6, Lead Batten Strips - For Ow with Item 41a - (Not Shown) - Lead batten strips required bebind ventlical joints of lead CERTAINTEED GYPSUM INC - Type SifentFX backed qypsuni wallboard (ItOrn 4A) inifopbonal.at remaining stud Jocalfilin!"', Stnp�,,,,,mln I-V2 iin. Alkle�, max 14 itliong, wilh a nuix- th0otss of ID, 1,25 In � Stripaplaced an the interior (a Ce, of $two q a od attildhini from, the exio-403, fate of kilo- stud , UNITED STATES GYPSUM CO - Types C, fpX2, IPC-AFt, VVRC� I with two I in. long Trpe, S-12pan head x"f screws, Line attho,kop 'pftne strip andone; at the boti;ono of the strip., Lead batten slAps, to trave a pertiry of 99.9% Meeting t4relzodouel specification QQ-L4201f, Grade, 'C', NATIONAL GYPSUM CO, - Sound5reak XP Type X Gypsum Board USG MEXICO S A Of C V - Types C, 1F-X2, IPC-AR� WRC GA, Lead Discs orTabs - JAIot Shown) - Used in lit -Vol' or in lidditton lie- the, lend batten strips ot m, S) or or,tional at other iouitfops - Mox,314 in, diam by, mtVK 0,1251n, thiek Wad 0INM COMPre-pe;ion fittlid or Where,tl over,skoal straw heads, orrf�ax 1/2 fin� by 1,1/4 in, by max 0,123 InJoIck lead tabs placed On stypsolin boards (Ttem,S) underneath strew locations TEMPLE -INLAND - Type X ComfortGuard Sound Deadening Gypsum Board. SB�Qypsipm Board* - (As an alternate to ;tom 5, SA) - 518 ln� klhii:P� Inatalled as described in Item S� prior to the,hrsttllaftl ofthiescrews, Lmd dims or tabs,to have a purity of 994% tritetft the Fi,dentl specification QQA- I � � � I kolf, Gratte -C'� 60. Load Sattim strips - (Not Shown, for use with Item 4D) Lead batten strips, � in, Wkiil� max 10 ft long with a max 0, 14 0 In. Sit, -the fack, od d to the two t in, to Type, S4 4D, Wall and Partition Facings and Accessories* - (As an altamate to Items 4 through 4B) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 4. NATIONAL GYPSUM CO - Type FSMR-C, 0 Hunt(jn thlckn oss, of rips placed on of �,wds a ai4w,liv stud with friln, Mf sn'tri, pan hood steel screws, Lnteot the top of the strip and one at ithe bottoril of thestrip or, with one, Mtn, I fin, long trrn� Typo , SERIOUS ENERGY INC - Types QuletPock ES, QuietRock 527, 6,301nt,tape and Compound - Vinyl, Ory or pren*xed taint corritiound, applied tojoinke bnd%row heaftipaper tape, 7 I ut, wide,. embedded in first fayer of ompound over ,ill joirit�i_As art alternate, riom, Wa2 In, thick 0vtnuin V*iwer plaster 0 S-8 pan head steel scre- at the top or t fit stril p. Led d batuirl stlips to have a purl ty Of 99, 9 % raftbir 9 the Fade Pa I may be applied to toeentife �udeco of Classified Veneer baueboard� Joints veklfbreed� , specification (�Q-L-20i ir, clrade8 'A, a, C or rr, Lead batten strips required behind vLdwal Wmtt� of lead backed q � , � , ypsum wallboard And mbonat atrennallibig stud tiiclitions� I S. Gypsum Sheathing - For exterior vialls, 1/2 or 5/8 in. thick Classified or unclassified exterior gypsum sheathing 7. caulking 464'soalants* - toptkinaf, riotshervvii) - A dead of acoustical sealant applied around tile parlition 6C, Lead Discs - (WAShown, fee use with ftern 4D) Max V16 Im diam by nv.x 0,140 irr, thickleaddf,scs compression applied vertically and attached to studs and runner track,.,� with I in,, long Type S-12 Woe head screws spaced 12 in. OC., penlrefter far soulid contnot, C H T C T S fitted at adhered over Steel screw heads� Lead dger.s tolvive a purify of 99,91%, rovetiral tile Fed'ervispeciecti,fiol QQ-L- along studs and tracks. One of the following exterior facings are to be applied Over the gypsum sheathirrgl� A R I E 201f, Green 'A, 0, C or D', ITW TACC -- Type SCS-200 a. Siding, Brick, or Stucco - Aluminum siding, steel siding, brick veneer, or stucco attached to -soarilig the Ut. claw"ficithert Mark ,studs over gypsum sheathing and meeting the require. ments of local code agencies. When a min 3� I I 3/4 It,- thick brick veneer facing is used, the Exterior Well Rating is appi cable with exposure on UNITED STATES GYPSUM CO- Type AS, Last, Und on 2012-0-01 I either fate. Brick veneer wall attached to studs with corrugated metal wall ties attar:hed to each - ,tud with steel screws, riot more than each sixth course of brick, When a min 3-3/4 im thick brick DATE SUBMISSION NO. 1-1111 ------- 11-1 I I 11 , 11-1,11111111 ...... .................... ... .... .. ... . ..... ...... . ..... , ...... � ... r-1-11111-1 ...... ..... .... . ............... � --- - - ----- _,__, .... . ...... � ....... ............... � .... . ... ........ ......... - - - ------ . ...... ..... 6 ;tU%2 AJL LLC veneer facing is used, Foamed Plastic (Item 10) may be used. K Wall and Partition Fatings and fttessorlea* - j0ptiolpat, Not shevn) - Nominal ItZ in, thick, 4 ft wine parieh�� for - optionali.4-so a5en additional loyin. on One or bothsides, orthe assembly, Panels attachad in accordancewit" 04.15.16 CONSTRUCTION DOCUMENTS manufachirer's,recommendatkins� When tn# QR-510 panel Is installed between the,steet framing and,ttia Ot. Clossified Wheo the UL Ua Mark is oft thesiroduct, of, when'the word IIE'riviroliment' I's Included in'the UL mari�, Please seorcti ltia i& gn4wrimwt dat b� Cementlitious Backer Units* - 112 or 5/8 in. thick,square edge boards, attached to steel gypsum board, the reqOnod UL Clas,tifivri gypsum board layet(s) Ware to be instaffed as itiftatud us to fastemw type arid , , I , - I I for Sid'aititimit Information regarding me� product,5 obrtlflraborl� studs over gypsum sheathing with 1-5/8 In. long, lype S-12, corrosion resistant, wafer head steel , stacing, ex aptthat 1, - required fastener tongth shalt be intreAsed by a rolhirourn of 112 io.�Not evaluated or MWrided -as 4 be, I . scmws, spaced 8 in, OC. Sbuds spaced a max of 16 tn. OC. loints coverall with glass fiber mesb a substitute for the required layer(i) of UL Claasif,W Gypsum Board, 71ne appearance of o company's, name arproiluct in this daitabase doe,, not kiltself asgureftit products so Identified have been Manufactured tape, imdo�, UV% Follow-up Service, Only those prorki,d,s lutarling �ft QL Mark stspilol be considered to be Usted and covered Under UL's Follow -tip SERIOUS, ENERGY INC - Typo QuIetRuck QR- 510, Service. Always ftk fat- the Mank withe prodlu0t� UNITED STATES GYPSUM CO - Durock Exterior Cement Board or Durock Brand Cement Board, UL pentirits we r,oproduction, Of ot roaterraI contalbed in too Onitrei Certification Directory Subject tii� the following conditeiris", I , The Guide %earing the, UL C,la'"ification mark� leforio-'ation, tiasigru� wfaim- ustievi� (files) likust be presented In their ontinety, and in a Abo-nosteading rruiftn6r, kwithout any Manipulation of tile data (or drawings), 2. Tilestat,amont 'Reprinted V" the Online CerblIcatkins Directory with permia5lon from UL' must,appeor adjacent to the c, Fiber -Cement Siding - Fiber -cement exterior sidings Including smooth and patterned panel or extracted materf&L In fiddfitw� the reprinwill inaterlat most includis a copyright liolite in the roflowinq formatt , 7 UL LLCI, , . 0 201,' lap siding, IjIfiLUligillit.d. on 2012-05�11 11111___1,_1___.111 ------- ,�--,--..-�,----",-�--,,,�,�,--�,,,,�,---�,----��,�"--�,�,�-�"--,�,-I'll�,�I ------ ' -- ----- �_1_11_1______11.__ d. Molded Plastic* - Solid vinyl siding mechanically secured to framing membom in accordance 0 2,012 UL Lloc with manufacturer's recommended installation details, iefranthe UL Leaf Mark is an1ho product, or when theword 'Etivirunmore Is included tn dtOQL Mark,, lifeasO search the "A�X,42d4nt daWIM4 for addWonal information regarding thlaproiducVs certification. I . I I I ALSIDE, DIV OF ASSOCIATED MATERIALS INC The appearance of a Company's name or Product tn tift database does riot In ifted' assure that products so, Wntifiedthave bkoei man4fam-mO NEBRASKA PLASTICS INC undOr Ues Follow-up Service. Only these products bearing the UL Mark, should be irlonsIdereil to be LtAvdand covered u,AdLv OL'i Folltiw-tip Sbrvke� Always 10ow for the Mark on the propuct. UL RATED ASSEMBLIES - WALL e. Wood Structural Panel or Lap Siding - APA Rated Siding, Exterior, plywood, OSB or composite panels with veneer faces aod structural wood core, W PS I or APA Standard PRIP-108, UL permits -tilt- reproductiva of the material contained ki the Online Cortiflobarl Directory subject to thelollowing Corrdluoas� 1, Tile G,,,fido, - I including textured, rough sawn, medium density overlay, brushed, grooved and Izip siding, . _ Information, Daitionaandlor tislings (016s)m,ust be presented in their entirety and in a rion-oligleadido rnadliof� without an'y m4nipelabon of the data (or drawings), 2. The italement "Reptinted Roin the Onbi'le Cor,t�ftc.iLions'Df�roO.ore,,�,itti permission from UL" Must appear aoo�.-nt to the the in the following frirm,W ltv zolz UL Lu, AND PARTITION extracted material, In addition, reprinted meterfat must�lndudeo capirtiotnolece _ A5 UL SYSTEM NO. U438 J%0 J11W UL SYSTEM NO. U425 Al 5 UL SYSTEM NO. U455 PROJ. NO. H-15021.00 SHEET 1 A053 � .......� NO SCALE . . NO SCALE - - I NO SCALE __ _.. . ........ ...J - - I 0 2 0 3 N 4 0 5 0 6 E 7 0 8 0 9 E 10 0 ,11 � I a 12 0 13 - ____ ___ __ I I , , i i Cl JI IJ-11 1!�,L ,illl,.I,i,ilil-n,ttl,,il&IA,,,I:�11,11;.]��ilil'i.1 A,fill lij � I I I I __ ------------T- J 1-- N 15 0 16 0 17 0 18 0 19 0 22 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 LicenseAAC001744 ___ - 1: I _T I i! I � J I I I I I 111 ,III ! �t J I - T--------------- 2 3 4 6 7 0 8 0 9 0 10 12 0 13 0 14 15 16 17 N N 0 18 19 20 R P 0 K G E 0 D 0 C 0 B A Design No. U411 3� Betts and Blankets* -(Optional) - Minera I wool or glass fiber batts partially or com pie tely filling stud 41, Gypsum Board* - (As an altemeto to Trem 4, not for use with,liems IC and 2C) - Nom,518 ln� thick February 0, 2014 cavity. gypsum, patmis wth boveled, square or tapered edges instalied as destn"bed in Item, 4, See Batts and Blankets (BZJZ) category for names of manufacturers, COC INC -Type ULX Noribearing Wall Rating - 2 �K 3A� Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - (1,00% Sorate Formulation) - Spray (4) applied cellulose material, The fiber Is applied with voter to completely fill the enclosed cavity In accordance with the application instructions suppHed with the product Wth a nominal dry density of 2.7 lb/ft3. Alternate UNITED STATES GYPSU14 CO - TypeUOC r Application Method., The fiber is applied without viater or adhesive at a nominal dry density of 3,5 lb/fts, :In accordance with the application instructions supplied with the product. USG MEXICO S A Ot CV - Type ULX 1- rZn- ".1; . . ...... - U 6 GREENfIBER L LC - INS735 INS745 for use with wet or dry application, INS765LD and INS7701.0 are to be used for dry application only. 43� Gypsum Woard* - (As an altemate to Hom, 4 With used as- the iiase layerva one or both s4des of mlL For d im ct 4 Va ch inq n t: oo ly to steel a bidr's IN M 2 6), No in 618 in, thick Wa it b ar* ed g u th pa o ols With 2 TX �ft heveled, sduare W tapereo 044os, applied verficalty- Vsrticafjeints �eotered overstuda and staggered min I stud cavity, on opposix a sides of studs, WaPboard secured to studs, Alth I-AJ4 In, long Type scf.ews T 1 1, 'T. 3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose 'the 9",sum panel steel screm spaced a in. OC at pornneter ano,12 in, 0C in the fieK Lead batten strips- A Insulation material, The fiber Is applied Wth water to interior surfaoes in accordance with application required of read backel gypsym wItteard and aptropai at Ternaining stud logetions, instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of Lead batten strips, min 2 ir�, Wde. max 0-ft fonq Nth a max,thickness of 0,14 in, olaced an me facodf studs 4.3 pounds per cubic ft� and anached to tnestudwtb cqhstrnction p�lhe-alve and two,li �A_ Jong TypO 5-12 pan head stDO in D isra, nomki'l .3,JS In, diam by Max D,05 M� at the top of ".4 strip ao'd oria 00.4bar ofth Ildp_iead 0, r4U-WOOL CO INC - Cellulose insulation thick, Compression f r ardhored ovtr the: srfoi0leads, Load batten Vrlos and disC5 to have a puffly,of itted a 9�91A% raea: Ing the R_,der4l specification Q -L�201f, Grade ICI, A Q ,, , RADIATION PROTECTION POODUCTSINC - Type RPP -Uo4lined Dryvall I� Floor and Corti" Runner - (Not Shown) - Mm� 25 11�11SG giliv steel, I in. neturn teilis, 2.-IJ,2 in. deep,(mirt)� 3C. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray apPlied cellulose fiber, The attached to floor and ceiling with fasteners 24 in. OC max, fiber is applied with voter to completely fill the enclosed cavity In accordance with the application instructions 4K, Gyp*q4#4oar4 - C.As an eftereauf to Itemit 4 thtoviib 44, hot for 4se ioth Items Ic and 2M� Two iayqrs, supplied with the product. The minimum dry density shall be 430 lbsift" ofnOmMal 15 MM thick,gypsum boanliao plied veefttcngllv� Inner loyeratiamed to 04, 9Wth hio,, 3.5 K 1-3/8 IA. Frarning Merabers*- floor afkd Calling Runners - (Not shotfin) - As art altefftate to Item I - For use with in, tong bagle iieadj self-dTA"nq lo" OC In tho fteldand, 15,3/4 1p, OC Is Item with fastener$ 4 2A, channel shaped, rilin 2412 in. deep, attached to, floor and calfirio 2 in Oc� max INT9RNATIONAL CELLULOSE CORP - Celbar-RL Wth the first'screwZ in, hOOM the edge, Outer lovOratt6rheittv the, sttids ovarthe infier kayerWth fin, Z,5.x IA/4 in, l6rig D41fe spartd,11-1�1/16 In', Of -An theffeld and 7-718 in. OCIll the- ALLSTEEL &GYPSUMPRODUCTSIMC - Type SUPREME Fracning System pernneter, wth the firstsorcv, 314 in, from the edge. Oute� layer stmos ataggored from mper;ay%tr sqie��s. vert"itai I6int's Cantered over studs and staggered one stud cLavity on dfi�paiike sides of study, Verecal joints in 4. Gypsum. Board* - 5/8 in, thick, outer layer paper, glass mat or vinyl surfaced, (Laminated System) adjacentia'yer staggered one stud orvrty� §e1f-"0dhtsfVe fiberajass mthsh (9X19 meii�l tape, note 2 M, Wde, applied over ali :Wnts of outer layer pazoals_UrY of', PeRMiXed IDint C0111POUTidepthi0d in hka CDatS b),lWfitS CALIFORNIA EXPANDED METALPROOOCTSCO - VipeQWw Track Gypsum board applied vertically in two layers. Inner layer attached to studs with I in. tong Type 5 steel Over the mesh tape and "Tenheads at' outer layer, screws spaced 8 in. OC along vertical edges, and 12 in. OC in the field and outer layer laminated to inner GYPStMNA CO UC - Types MRT-W, FVV, Tf� layer with joint comp"nd, applied with a notched spreader producing continuous beads of compound about 319 in. in diameter, spaced not greater than 2 in. OC. Joints of laminated outer layer offset 12 in. from :Inner CONSOLIDATED FAURlICATORS CORP, BUILDING PRODUCTS DIV - Type SUPREME Framing System layer joints Outer layer gypsum board attached to floor and ceiling runner track with 1-5/8 in, long Type S steel screws spaced 12 in� OC� 4L, Gypsurrilsoard*--�Asan !tefns,4throv�oh4K)--Twa layers of5/8 in,mick qVpsurn board, applied vitillcatly of horlizontally� �rrnev layer attached to stod$ Wth 06 * 1 4), long blogio, head , 5004%$ spaced MAPANO/WARE,, DIV OF WARE INDUSTRIES INC - Vlper2l]l�, Track Optional, (Direct Attached System), Inner layer attached to studs vrith I in. long Type S steel screws spaced 122 m, OC atono the fill and poncir, trado and M �h, OC in the field and along, the venjoat o4ops, ou�er layer attathad . tostudb Willi *6 x'I -6�8 161, tonq trugle �,pjced 12 im OC alo-rig the too and 16 in. OC in the field and along the vertical edges. Outer layer attached to the studs over the inner layer viftli bottom tiack�� and 16 in_OCiAthe fiol,3 ond aiorvI the Vertical edge$, Witital Joints are centered over spu0s 1-5/8 in. tong Type S steel screves spaced 16 in. OC in the field and along the vertical edges and 12 In. OC and staril betweeti, layers and on ope", Ae sides -of the wah, Harizoh,61 joints on the fate layer arit. to the floor and ceiling runners. Joints of screw -attached outer layer offset from inner layer joints. Joints of -gered sta4gered 12, �h, frorn the be" la�or, Hodzontai Joints need not to be bacRed by rAeot framing, PHILUPS MFG CO L L C - Vlper201* Track- outer layer may be taped or untaped, CONTINENTAL OVILOINOP40OUCTS OPtRATINSCO, Lt C - Tyoe UWCAA, LGFC-C/A� Nom 3/32 in, thick gypsum veneer piaster may be applied to the entire surface of Classified veneer QUAILRUN BUILDING MATERIALSINC - Type SUPREME Framing System baseboard, Joints reinforced. 404, Woll And Partition Facipqt and Acceosor*4t - (A -an altemrpte,to lNims 4 Through 4L) - Nominal 5,M ACADIA DRYWALL SUPPLIES LTD - Type X m, thi&, 4 A Woe panefe, app.1led v*rtkirfy anst seceivrl bs,,det,�4bed in IiIern 4, PAaCO OVILOINOPROOVICTSL LC, OaA PARCO GYPSU,14 - Typis QuittRoCk 527, SCAFW STEEL STUD, MANUFACTURING CO - Type SUPREME Framing System AMERICAN GYPSUM CO - Types AG-C, AGX-1, M-Glass, AGX- I I 5, Lead fiatten Strips - (Not Showl, For Use With ftem 40) - Lead batten strips, rnin I -It2in, vide, siax 10 rt iong wthe max thickoe'ss oftiI,�s n,�� stv,'P�� phaced on the )aze� r1of face and attached froin the STEEL, CONSTRUCTION SYSTEMS INC - Type SUPREMe Framing System exterhn face.of the stud Wth t" I M� tong lrype's-12 pan bead steel-scrOws", one at the top of the strip and BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - Type DaX-1. one at the bottom of the strb, Leadbatten strips,to have a purity Of 99.0% meetiftfl,the Fedecatepecificaboir qu Qq-L-Wlf, Grade 'C', Le'acl' batten strips re' iosci behind 'im(firal joints, of lead backed gypsom, board (uVra 'rich 40) And optionai at rareninitfisted to kequirad behind vortiail joints, UNITED METALPRODUCTS INC - Type SUPREME Framing System SA, Load Batt-tostoos - lh� shoiah. Design No. W415 CERTAINTEED GYPSUM INC - Types 1, FRPC, EGRG, GlasRoc, Type X or Type C, 5/81 Easi-Lite Type X. Wth A max . dif"irodio lfrf,lo m, strips P`iaced *0 the tne of livads and attached to the 4tud 'Ath tria Min., I 1,114 18, Filloor and Wing Runners - JNot shown) -For use vdth Rem 20- Channel shaped, fabricated from mm; Zo im, iai-ig, min, Type $-si p4n head o'" at tot, t*a of the stripairtl one at the bohbirt of "trip or Nth one it, in, I lih� long tv�ia� Type S-8 pan head Steil screw at the top of the 9100� LeadbaosO strips to n have apurity af 99 �F,% meati g the reqeM( specifitabon,QO-L-2011, c1cades "Bi C or D', Lead batten strips April 08, 2015 MSG or gatv steel, min Wilth to acommodate stud size, with mitt I 'in, i0ito lacrs� attached to flootand ceiling, With fasteners spared Max 24 in, 0C. CERTAINTEIED GYPSUM CANADA INC- Type C, Type X orType Abuse -Res ista nt, $18" Easi-Lite Type X, taqwr#d, behind veTbcs I Joints of lead terkee, gypsum sollboard �ftern 65) and acrobat at remamnig stud Assembly Rating 1h 6� Lead Discs or Tabs - (Not Show% Fw Use With Item 4D) - Used in lieu of or M addition to the Wild batten ftiena,2C, channel, shaped, mih,2-1/2 ln� Wde, fabricated from min 01015 it%, thick 9aIv steel,attached to floor sWID5 (hems) or Optional at otrerlocaboas - Max 314 in, idiam by crtax Q�,125 in, thick lead di$cs and t*ifino Men fasterte"424 ihi_oc. max� CGC INC - Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX� SHX, WRC or WRX. somprossion fitted or adhered ovetstyO sciv%% hoacisorrno)i 1/2m� try 1-1/4 in. by Max 0,125 in� thlrx ileaci toot placed on gypsum boards (Item 40� undem-e4th screw focatmns ruiqy to the instirliaboo *f the scivm, Lead discs or tabs to have a p ority of ".9%, ineeting thel'tdorkli specifi6tion QQ-L-201f, Grade `CI� 13: CLARICIIIETIRtCH BUILDING SYSTCHS - CO ProTRAK GEORGIA-PACIFICQYIPSUM LL C - Types 5, 6, 9, C, DAP, DD, DA, DAPC, OGG,, DS, GPFS6, LS, TG-C, Type 6A-� Lead Discs - (WI Sho%n, tot 0 Se eith 1tvin 4H) Max 5116 in. diem by max,0.140 in. thick lesdqis�clt fitted or adhered over steel scre�v heads� LeadlifoDs to havea purity of 0�50%., Meeting file DWCWS& L L t - PrDTRAK X, Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type-X, Soffit -Type X, GteenGlass Type X, 4,0i�01f, Grades IS, Cer o', Type X ComfortGuard Sound Deadening Gypsum Board, Type LWX, Veneer Plaster Base -Type LWX, Water Rated -Type LWX,, Sheathing Type-LWX, Soffit -Type LWX, Type DGLW, Water Rated -Type DGLW, Sheathing foilotionei, Wt shoren) - F'ofoptional uxii,ai� an additional ip�for oft,one side of f Type- DGLW, Soffit -Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Pated - Type LW2X, wail, Nam thick, 4 h 40s,Wm tong dimension paraHeland centered Over studs, Attached tostv4saml ftarafto celling eurifters "aith I-Vi3 in. to . ng I Type S ateeiscreva, soaced 12 M� OC, The requIred U1. Classified M13A BUILDING SUPPLIES INC - PmTkAK Sheathing - Type LW2X, Soffit - Type LW2)(, Type DGL2W, Water Rated - Type OGL2W, Sheathing - Type oypsuro; board layer( , sl is-)sne to be instwte%l as moicated as to tastene� type and spacing, except rhat,the 4 RAM SALES L LC - Rom ProTRAK DGL2W. CONTINENTAL BUILDING PRODUCTS OPERATING CO, LLC -Types LGFC2, LGFC2A, LGFC3, LGFC6, LGFC6A, required fa0e"r, length shalt be inoeligedby a iniplimu'ta of 112 io� tiot-e-w4luateil oi, intended as a gabsutute for the required mw�t(s) of UL clastf"hed Gynsure Board, ff04ASOTF CO - Homasew Type 4,40-31 SOUTHEASTERN STUD & COMPONENTS INC - ProTR10< L -C, LGFC-C/Ar LGFC-WD, LGLLX. GFC 1 ng the OL 'Dean, on'2014-02-13 NATIONAL GYPSUM CO - Types FSK-C, FSW, FSW-3, FSW--5, FSW-6, FSW-C, FSW-G, FSMR-C, FSL, -------- Q 20 14 111. LLC STEEL STRUCTURA L SYSTEM L L C - TH-S PecrTRAX So.und8reak XP Type X Gypsum Board. 1 When the VILLoat Mark is art the produdd,,os, wherr the, �scnd 'Environmer Wis Induried in the UL Mork, please search the EnArartment,database for arlditional information fegaMinq this Produces ceffificapon, ID. Framing Memlliers*- flilmr�and Celling Runners - ('Wt sboyin) - As an alternate to Item I - For use with PASCO BUILDING PRODUCTS L L C, ORA PASCO GYPSUM - Type C, PG-3, PG-S, PG-9, PG- I PG-C, PGS- Item 24), channel shaped, mirt 24/2 in. wide fabritated from min 0,018 in. tilick gaiv Steel, Attached to floor WRS. _dp,�Ila=CL&L a ad Wiling with fastaners 24 in, OC . max, TELLING INDUSTRIES 1. 11. C - TRU E-TRACK-0 PANIELREY SA - Types GREX, PRX, RHX, MOX, ETX or PRC. IE, framing (Not shov-0) -As an alternate to Item Folruse with I I 1pattl2e. chavarel shariect, min 2-1/2 in� wide fabricated from min 25 MSG steel, atrached to floorencite"iling SIAM GYPSUM INDUSTRY ($A RABURI) CO LTD Type EX-1 Win fasteners 14 in. OC, max, KIR11 ("ONG k0NG):lLT0 - Typne KIP, 11 THAI GYPSUM PRODUCTS PCL - Type C or Type X Runners - (,Not shown) - Channel shaped, fabricated from min 0.02 jn� tf`�: Floor and,0414"a -gatv steef, Mir, ykirlth to ac:commodate stud shte, with min 3. it), long lags, for use wlthstuds specified beloyo, and tatirl red UNITED STATESGYPSUMCO - Type AR, C, FRX-G, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SG.X, SHX, WRC, WRX, 14, fronn, rn in tL02 im gah- steel or ducker, attached to floorand celflng va rs, sparAd max 24 in, OC, USGX, ; MARTNOfWAR9, DIVOF WARCINDI)STRtg$lt4C,-Viper2D,�- Track VTI,00, USG MEXICO SA DEC V - Type AR, C, TP-AR, IP-X1, IP-XZ,, IPC-AR, SCX, SHX, WRC or WRX. IG� Frami" Mambers*- FloorandCoiling Rtmners - INA shown), - As an alternate to Item I - For use Writ Item 2G, bhannei staped, m0n 2-1/2 In, deep, attached to floora, nd ceding with fasteners 24 in. OC, max. TIELLINGINDUSTRIESLILC - Vfper2,01,� TrarA 4A. Gypsum Board* - (As an alternate to Item 4) - Nom 3/4 in, thick, installed as described in Item 4 with 1-1,14 in, tong Type S scrom for inner layer and 2-1/4 in, long Type, S screv�* for outer layer, 131 CGC INC - Types AR, IP-AR, 2, Steel Studs -Mm 2-1/2 ln� deep, formed of min 2S MSG gaN steel max stud spacing 24 in, OC. Studs to becvt 3/,4 in, fess1hitio assembjy height, Nonbearing Wall 2A� framing Members*- Slieelftuds- As 4naltemate to item 2 - Foruse with Item lGichann'61straped UNITED STATES GYPSUM CO - Types AR, TP-AR� studs, m in 2-1f,2 kia, deep"spaced ti� max of 24 ia. OC. Studs to be cut 3/4 im thranass-emMy baight. 1, Floor and Ceill ing Track - 9 2 mm deep by 32 rrm w i cle ch ann el, 0. 5 mm thi ck gal v ani zed steel, attached to fl cior and ALISMIEL &GYPSA)M PRODUCTS I NC - Type SUPREME- Fram ling System cei I in g a ssen-b li es w ith fasten ers spaced 60 0 mm OC, USG MEXICO S A DE C V - Types AR, IP-AR; 2. Steel Studs - 92 mm deep by 35 rnm w ide channel sections w ith 6 mm lip on each flange tip, 0. 5 mm thick CALIFOR I NI I A EXPANDED METALPRODOMCO - Viper,20" gal v ani zed steel, stu d I ength i s 20 mm I ess than assembi y h eig ht. 48. Gypslism Board* - (As an alternate to Item 4 and 4A) -5/8 in. thick, 24 to S4 in. wide, applied horizontally as the outer layer to one side of the assembly. Horizontal joints need not be backed by steel 3A, Gypsum Wall lboard - (CKN X C). 15.9 mm thi ck, 1200 mm w i de, attached to steel stud s and fl clor a nd ceil i ng trac k CONSOLIDATED FA BRICATORS CORP, BUILDING PRODUCTS DIV - Typec SUPREME Fra ming System fra m i ng, Be cu red as descri tied In I tern 4 for the direct atta ched syste m W he n used in vill d ths othe r tha n 48 w ith Ty pe S dry w al I s crew s 25 rf-m I on g s p aced 20 0 mm OC alon g the ed ges and ends crF boar d an d 300 mm OC i n the in., gypsum panels to be Installed horizontally. fi el d aF the b ciard, J cii nts ori erked Y erti cal ly , loc ated o Yer stud s and stagger ed on op posite s id es of th e ass embl V, J oi nts CGt INC - Type SHX. fill ed with j oint compound, covered w ithi oint tape and covered w ith additional coat cf joint compound. S crew heads MARIN01WARE, CITY OF WARE INDUSTRIES INC - ViperZ01, coyered with joint compound, SEAL CERTA INTEED GYPSUM INC - Type X, Type C. GEORGIA-PACIFIC GYPS UH L L C Type 9 and Type X PHtLUPS MFG CO L L C - Vjperz(yI, W111v THAI GYPSUM PRODUCTS PCL QUAIL RUN BUILDING MATERIALS INC - Type SUPREME Framing System CERTAINTEED GYPSUM CANADA INC Type X, Type C, F ot: k-4 ...... OR SCAFCO STEEL SIVO MANUFACTURING CO - Type SUPREME Frammg System THAI GYPSUM PRODUCTS PCL - Type X, Type C, 3B. Gypsum Wallboard - (CKNXC). 15.9 mm thick wallboard applied horizontally. For horizontal application only, the STEEL CONMUCTION SYSTEMS TNCC - Type SUPAEMI! Framing System UNITED STA79S GYPSUM CO - Type SHX, FRX-G. board width may be increasedtol 371 mm max. Horizontal edge joints and horizontal buttjointson oppositesides of AR16073 studs need not be staggered or backed by steel framing. Vertical butt joints centered over studs and staggered one stud Wallboard to Type S drywall 25 long -tapping 'A Of N ,N cavity on opposite sides of studs. attached studs with screws mm self spaced 200 mm OC. Joints filled with joint compound, covered with joint tape and covered with additional coat ofjoint compound. UNITED METAL PRO 0 UCTS INC - Type SU P R EM E Fra m ing System LISS MEXICO S A DE C V - Type SHX� I ke, Screwheads covered with joint compound. 28, Steel Studs - (At an alternate to Item 2, For use with Item 4D) Channel shaped, farb-ficated from in in 20 4C. Gypsum Board* - (As an alternate to Iterris 4, 4A and 45) - T%so, layers of 5/8 in. thick gypsum board D PAU L 16073 CERTAINTEED GYPSUM INC MSG corrosion- protected or gatv steel, 3,112 in, min depth., spaced a max of 16 Jn� Oc� Studs friction -fit into applied horizontally or vertically. Inner layer aftached to studs with No� 6 by I in. long Type S bugle head floor and mihng runners. Studs to, be cut 5/0 to 3/4 im less than assembly height, screv4s spaced 24 in, OC along the top and bottom tracks starting 2 in. and then 12 in. from the , vertical THAI GYPSUM PRODUCTS PCL 2C� Fralinfoo Studs- As arialtemate to Item 2 - Foruse Nth Item IC, channel shaped edge. Inner layer screiiia spaced 24 ln� OC along the studs, starting 2 In, and then 12 in. from the top and OR studs� min 2- 1/2 in� wide fabricated from, min 0�015 in'. thick gale steel, spaced a max of 24 ln� OC. Studs to be cut 3,14in, less than a,�serhbly height, bottom of the studs and starting 1-1/4 in, from the horizontal joints when installed horizontally. Outer layer attached to studs with I-SJ8 in. tong 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 studse. starting FLoRi-D-A- HosPITAL CLARKOIETATCH BUILDING SYSTEMS - CD ProSTUD 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 3C. Wall and Paridtio" Facings and Accessories - (CLBVC), 15.9 mm. thick, 1220 mm wide panels, attached to steel horizontal joints Men installed horizontally. Vertical joints centered over -studs and staqgerecl one stud cavity on opposite sides of studs, Vertical joints in adjacent layers staggered one stud cavity. HorizontalJoints need Zephyrhills studs and floor and ceiling track with Type 5 drywall screws 25 mm long spaced 200 mm OC along the edges and ends of DMfCWSS L IL, C - ProS I TUD not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs board and 300 min OC in the field of the board. Joints oriented vertically, located over studs and staggered on opposite need not be staggered, Horizontal edge joints and horizontal butt joints in adjacent layers staggered a min sides of the assembly. Joints filled with joint compound, covered with oint tape and covered with additional coat ofjoint i of 12 in. When outer layers are installed horizontally, vinyl or casein, dry or premixed joint compound shall compound. Screwheads covered with joint compound. MOA BUILDING SUPPLIES YNC - PcOSTUD be applied in two coats to joints and suew heads of outer layer. Paper tape, nom 2 in. wide, embedded In first layer of compound over all joints of outer layer panels. Nom 3/32 in, thick gypsum veneer plaster may ED EXPANSION & ORTHO be applied to the entire surface of Classified veneerbaseboard. Joints reinforced, RENOVATION PASCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM - Type QuietRock QR-527 RAM SALES LL C - Ram Pro-STUO QEORGIA-PACtF1C GYPSUM 1, L C - Types 5, 9, C, DAP, OGG, DS� OR SOUTHEASTERN STUD & COMPONENTS INC - ProSTUO 4D. Gypsum Board* - (Not Shown) - (As an alternate to Item 4 when used as the base layer on one or both sides of wall, For direct attachment only to steel studs Item 2B) - Nom 5/8 In. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically, Vertical joints centered over studs and 3D. Gypsum Wallboard - (CKNXQ. 15.9 mm. thick, 1220 mm wide panels, attached to steel studs and floor and ceiling staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to studs with 1-1/4 in. long 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 STEEL STRUCTURAL SYSTEMS Ll. C - TnwS_ ProSTOO Type S-12 steel saews spaced 8 ln. OC at perimeter and 12 In. OC in the field, the field of the board. Joints oriented vertically, located over studs and staggered on opposite sides of the assembly. RAY -BAR, ENGINEERIM CORP - Type RB-LBG Joints filled with joint compound, covered with joint tape and covered with additional coat ofjoint compound, Screwheads covered with joint compound. alternate toltem -4 Foruse witb Iterri 10, channel shaped studs, min, 2- 112, lo. wide fablicated frorti min 0,018 in, thick,gal'itsteel., spaced a max, of 24 In I , OC� Studs to Hunton be cut 3/4 in, less, thadi assembly "jgbt, 4. . Gypsum Board* - (As an alternate to Items 4 through 4D) - Nomlnal 5 8 in, � thick, 4 ft Wde panels E PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock ES applied vertically and secured as described in Item 4, PASCO BUILDING PRODUCTS LLC, OBA PASCOGYPSUM - Types QuietRock ES, �.E, Frarding Men) bier$*- Steel Studs - As in alternate to Item 2 - For use with Item I E, Channel Shaped A R C HI T E C T S 4, Wall and Partition Facings and Accessories - (CLBVC), (Optional, Not Shown) - For use with Item 1, Item 2, and stud,$, min 2-t/2 Im Wide fabrkatedftorn min 25 MSi� steet, spaced a max of 2,41 In, OC, Studs to be,4�,at 3/4 4F, Gypsum Board* - (As an alternate to Items 4 through 4E 518 ln� thick, 4 ft, wide, paper surfaced, Items 3A to 313. For maximum fire rating of I hour. on one side of the wall, over the first layer of Gypsum Board (Item 3A in� tessthan asserrisly height, applied vertically and secured as described in Item 4, to 313 ), install RefleXor mernbrane with the gold side facing outwards, Membrane installed with T50 staples spaced 305 KXRXI (14ONG XONG) M - Type KI R1 I CERTAINTEED GYPSUM INC - Type SflentFX min on center in both directions as per manufacturer's Instructions, seams in membrane to be overlapped by 50 mm. DATE SUBMISSION NO. When RefleXor membrane is used an additional layer afGypsum Board identical to the one used in the first layer as I specified in Item 3A to 313, Shall be installed over the membrane. The additional layer of Gypsum Board to be installed Zf . Frambilq. Members*- Steel Studs -As ari altemateto Item Z -Fortfse Wth Item IG, channel shaped Ones, min 2, 1/2 In, deep, spaced a max of 24 ln� OC,, Stilds to be cut 3f4 im iess than assembly height, 4G, Gypsum Board* - As an alternate to Item 4- Nom, 5/8 in. thick, innerlayer attached vertically to studs 04.15.16 CONSTRUCTION DOCUMENTS through the membrane to the stud as specified in Item 3A to 3B except the fastener length shall be increased by a with I in. long Type S steel screws spaced 16 in, OC in the field and along the vertical edges. Outer layer minimum of 16 mm. On the other side of the wall, prior to the installation of the Gypsum Boards install Resilient TEUXNG INDUSMIES 11.114C - Vilper2o" attached to the studs horizontaRy over the inner layer vith 1-S/8 in. long Type$ steel screm spaced 16 in. Channels, 25 MSG galv steel, spaced vertically 610 mm. OC, flange po.rtion screw attached to one side of studs with 32 OC in the field and along the vertical edges and 12 In. OC to the floor and ceiling runners. Joints of outer layer must be taped. Nom 3/32 in. thick gypsum veneer plaster rnay be applied to the entire surface of m. long diamond shaped point, double lead Phillips head steel screws, Over the Resilient Channels install 19 mm. thick Classified veneer baseboard, SONOpan panel secured to the Resilient Channels with drywall screws and washers spaced at 406 min. OC on the PASCO BUILDING PRODUCTS LLC, DSA PAR006YPSUM -Types C, PG-11, PGS-WRS. perimeter of the panel and 205 min. 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 substitute for the required layer(s) of ULC Listed Gypsum Board. 4H� Gypsum Board* - (Not Shovel) - (As an alternate to Items 4) For Direct Application to Studs Only- For use as the base layer on one or both sides of the vafl. Nom 5/8 In. thick lead backed gypsum panels with MSL - RefleXor membrane, SONOpan panel, beveled., square ortapered edges, applied vertically. Vertical joints centered over studs and staggered min I stud cavity on opposite sides of studs. Wallboard secured to studs with 1-5/8 In. long Type S 12 steel screws spaced 8 In, OC at perimeter and 12 in OC in the field. Lead batten -,trips required behind vertical joints of lead backed gypsum wallboard and optionat at remaining stud locations. Fasteners for face layer gypsum 4A. Batts and Blankets - Required only when Item 4 is used. ULC Listed glass or mineral fibre insulation, nominal 89 panels when Installed over lead backed board to be min 2-1/2 in� Type S-12 bugle head steel screiss spaced as described in Item 4� To be used Wth Lead Batten Strips (see Item 5A) or Lead 'Discs (see Item 6A). 3 mm thick, minimum nominail density of 12.8 kg/m , 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 (BKNVQ for names of Listed MAYCO INDUSTRIES INC - Type X-Ray Shielded Gypsum manufacturers. UL RATED ASSEMBLIES WALL D PARTITI N A4 UL SYSTEM NO. W415 A9 UL SYSTEM NO. U411 PROJ. NO. H-15021.00 SHEET DRAWN DMC A054..., 12" = 11-011 NO SCALE r 0 2 0 3 0 4 0 6 6 7 0 8 10 1111 11 12 13 0 14 0 15 0 16 0 17 0 18 E 19 N 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 i■ i5 2 0 3 0 4 0 5 ■ 6 111 7 0 8 ■ 9 ■ 10 0 11 0 12 ■ 13 ■ 14 16 0 17 0 18 0 19 0 20 R ■ 0 0 N N 0 M ■ E K ■ 111 G 0 F ■ D 0 C 0 B A r (3 Design No. G578 January 11, 2016 Unrestrained Assembly Rating - 1 or 2 Hr. (See Items SA, 58, 6) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used - See Guide BXUY or RXUV7 Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1. Steel Deck - Min 9/16 in, deep, 22 MSG gaiv corrugated fluted 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. 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 -gapping manufacturer shall be applied to the steel deck prior to the installation of the floor topping mixture at a maximum application rate of 300 ft2/gallon. ALLIED CUSTOM GYPSUM - Accu-Crete, Acculkadiant, Accul-evel G40 and AccuLevel SD30, 2A, Floor Mat Material* - (Optional) - Not Shown - Loose laid over the crests of the steel deck. Flutes of the steel deck to be filled with Floor Topping Mixture* prior to application of the Floor Mat Materials*. ALLIED CUSTOM GYPSUM - Type AccuQuiet P80, Type AccuQuiet C40, AccuQuiet D13, and Type AccuQuiet D-18. 3. Structural Steel Members* --The proprietary joists are channel -shaped, 9-1/4 in, min depth. Joists are fabricated from min No. 16 MSG gaiv steel. Joists spaced max 24 in, OC. Joists attached to joist rim with three 3/4 in, long self -drilling #10-16 TEK screws through tab to the outside of the web. At joist Kim splices bearing on supports, joists rims are connected using an overlapping section of a 12 in, long splice plate (a joist piece), with four 3/4 In. long self -drilling #10-16 TEK screws to each rim piece. CLARKIDIETRICH BUILDING SYSTEMS - Type TD] or TDW floor joists, TD rim joist. 4. 3oist Bridging - Not shown - Installed immediately after joists are erected and before construction loads are applied. The bridging, 21/2TDS818, consisting of No. 18 MSG gaiv steel, 2-1/2 in. wide by 21-3/4 inn long structural bridging staggered between the steel joists attached to the bottom joist flange with one 3/4 in., long self -drilling # 10-16 TEK screw at each end tab of bridging. Solid bridging consisting of cut to length joist sections placed between outer joists and at center joist with 8 ft OC max spacing. Solid bridging are screw - 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, min 50 ksi support clip) with two 3/4 in. long self -drilling #10-16 TEK screws per leg on one side and the other side with an EasyClip"I" E-Series E547 (which Is a 4 in, by 1-1/2 in. by 7 In, long, 16 MSG, min 50 ksi support clip) with two 3/4 in, long self -drilling #10-16 TEK screws per leg, 5. Resilient Channels - 112 in. deep, formed of 25 MSG gaiv steel, spaced 12 in. OC perpendicular to joists. Channels oriented opposite at wallboard butt -joints. Channel splices overlapped 4 in. beneath steel joists. Channels secured to each joist with 1/2 in. Type S-12 low profile screws. Channels oriented opposite at wallboard butt joints (spaced 6 in. OQ as shown in the above Illustration. 5A. Alternate Steel Framing Members - For the 1 Hour Rating - (Not Shown) - As an alternate to Item 5, 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 gaiv steel hanger wires spaced 48 in. OC. 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 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 or screw attached to the wall angle or channel to facilitate the ceiling installation. c, Cross Channels - Nom 4 or 12 ft long, installed perpendicular to main runners, spaced 16 in. OC. Design No. G578 (CONT.) d, Wall Angle or Channel - Painted or gaiv steel angle with I in. legs or channel with 1 in. legs, 1-9/16 in. deep attached to walls at perimeter of ceiling with fasteners 16 In. OC. To support steel framing member ends and for screw -attachment of the gypsum panel. CGC INC - Type DGL or RX. USG INTERIORS LLC - Type DGL or RX. 58. Steel Framing Members* - (Not Shown) - For the 1 Hour Rating Only - As an alternate to Item 5 - Furring channels and Steel Framing Members* as described below: a. Purring Channels - Formed of No. 25 MSG gaiv steel, 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 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 gals steel wire near each end of overlap, b. Steel Framing Members* - Used to attach furring channels (Item a) to joists (Item 3). Clips spaced 48 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 (235). 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 supports the gypsum board butt joints, as described in Item 6. Two layers of gypsum board required as described in Item 6. PLITEQ INC - Type GENIECLIP. 5D. Alternate Steel Framing Members - (Not Shown)* - As an alternate to Item 5, furring channels and Steel Framing Members as described below. a. Purring Channels - Formed of No. 25 MSG gals 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 ti, 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 1 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. STUDCO BUILDING SYSTEMS - RESILMOUNT Sound Isolation Clips - Type A237R 6. Gypsum Board* - For the I Hour Rating - Nom 5/8 in. thick, 48 in, wide gypsum panels. When resilient channels (Item 5) are used, gypsum panels installed with long dimension perpendicular to resilient channels. Gypsum panels secured with I in. long Type S bugle -head screws spaced 8 in. OC in both the field and the 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 runner's and end joints centered along cross tees. Panels fastened to cross tees with 1 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 Type S bugle -head screws spaced midway between cross tees. Screws along sides and ends of panels spaced 3/8 to 1/2 in. from panel edge. End joints of panels shall be staggered with spacing between joints on adjacent panels not less than 2 ft OC. When Steel Framing Members (Item 5B or SC) are used, fire rating is limited to I Hour and two layers of norm 518 in, thick, 4 ft wide gypsum board are installed with long dimensions 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 single length of furring channel equal to the width of the gypsum panel plus 6 in, on each end. The two support furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to underside of the truss with one clip at each end of the channel. Face layer attached to furring channels and base layer as described below for the 2 Hour Rating. When Steel Framing Members (Item 5D) are used, fire rating is limited to I Hour and two layers of norn 5/8 in. thick, 4 ft wie gypsum board are installed with long dimensions perpendicular to furring channels. Base layer secured to furring channels with nom I in. long Type S bugle - head steel screws spaced 8 in. OC in the field of the board. Gypsum board butted end joints shallbe 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 furring channels shall be attached with a RESILMOUNT Sound Isolation Clip secured to underside of every joist that is located over the butt joint. Over all Gypsum Board side joints, approximately 20 in. lengths of furring channel shall be installed parallel to joists (Item 3) between main furring channels, Side joint furring channels shall be attached to underside of the joist with RESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 in, from each end of the approximate 20 in. length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. Face layer attached to furring channels and base layer as described below for the 2 Hour Rating, For the 2 Hour Rating Nom 5/8 in. thick, 48 in. wide gypsum panels. Base layer installed with long dimension perpendicular to 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 dimension perpendicular to resilient channels with joints offset 24 in. from base layer. Gypsum panels secured 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. 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 to base layer, Type G screws spaced 8 in, OC and 1-1/2 in, from side edges of the board. C6C INC — Types C, IP-X2, IPC-AR UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR USG BORAL ZAWAWI DRYWALL L L C SFZ — Type C USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR 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. S. 3oInt 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 bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Ciz) 2016 UL LLC Lml Updated on 2016-01-11 SEAL 11 C& Fto A, 1 073 ? PAUC L MACHESKE AR0016073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton U'o E H I T 4CT S A R C 04.15.16 CONSTRUCTION DOCUMENTS UL RATED ASSEMBLIES - CONCRETE AND STEEL JOISTS PROJI. NO. H-15021.00 SHEET DRAWN Author A 055 2 111 3 4 0 5 0 6 0 7 0 8 0 9 0 10 12 0 13 0 14 0 15 0 16 0 17 111 18 E 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 License AAC001744 ■ 2 ■ 3 ■ 4 ■ 8 ■ 6 ■ 7 ■ 8 ■ w ■ 18 ■ ; '1 ■ 1 ■ 1 ■ 1 ■ 18 ■ 16 ■ 17 ■ 18 ■ 10 ■ 0 I ■ f P 0 ■ N m ■ ■ K ■ H ■ i,• ■ F ■ ■ :$ ■ C ■ B �a £�J ,A c COAT HOOKS 6 r COAT HOOK FIRE ALARM STROBE LIGHT CHALKBOARD, TACKBOARD OR DRY MARKER BOARD MANUAL DUPLEX SWITCH THERMOSTAT FIRE OUTLET LOCATION ALARM -DOI- 2'-0' At SIDEWALLS A COUNTER SINK flDEWAL AT WALL WALL LANTERN ALIGN W/ RAISED AND BRAILLE TOP OF FLOOR LEVEL FRAME DESIGNATION ELECTRICAL PANEL b EQ EQ ELEVATOR ELEVATOR CONTROL CALL PANEL BUTTONS Z O O O T L 0 0 0 e 0 o00 -4 000 _ � o00 0 x < z � o 0 o _ ' w � NLU O ELEVATOR CALL/CONTROL BUTTONS FIRE EXTINGUISHER FIRE FIRE AND VALVE CABINET EXTINGUISHER DETECTION CABINET PANEL IFE I z A ao w_ w n D (L C_1 w Cl �/ C'S LU � �3 Uj L I X- zz X`D `-LUco 0) X Ll d p m m u w X ? DO NOT MOUNT IN TOILET z w u CLEAR SPACE, PROVIDE 301W X 481D MIN _ q N CLEAR SPACE, U SANITARY NAPKIN DISPOSAL PAPER TOWEL DISPENSER TYPICAL FOLDOUT CHANGING STATION 2 1/2, MAX ,t1 ,/ 2 1/2' MAX H.C. ACCESSIBLE SHOWER SEATS PIPES TO BE COVERED, INSULATED OR OFFSET IN CONFIGURATION TO xx PROTECT AGAINST CONTACT. 01 pU o� o `) m� oW <r � oil IN SOAP DISPENSER N LOTION—'' DISPENSER '0 FIRE VALVE CABINET SINK UNIT/WALL UNIT MEDICAL GAS ALARM PANEL INTERCOM EEG STATION PANEL w m w U U '! 4 61 = x `r e CABINET DOORS EXTENDED TO BOTTOM OF APRON WHERE LIGHTING OCCURS APRON APPLIES ONLY WHERE TASK LIGHTING IS INDICATED r PAPER TOWEL DISPENSER ONTROL � iL QL w X z �o C O FRAME MIRROR LEVER OPERATING 18'W X 30'H UNO PUSH TYPE , TOUCH TYPE OR ELECTRONICALLY CONTROLLED PIPES TO BE COVERED, INSULATED OR OFFSET IN CONFIGURATION TO PROTECT AGAINST O � MAX CONTACT.1-1 O& f__� 301W X 4810 CLEAR z � p N FLOOR SPACELU cn REQ'D - SEE TOILET �, PLANS, THIS SHEET 1'-3' w u- MIN t— MOP HOLDER--N WALL VACUUM BREAKER e ch EQ EQ FIXTURE WALL SIDE WALL TYPICAL JANITOR CLOSET WHERE WALL DEVICES ARE SHOWN IN CLOSE PROXIMITY ?0 EACH OCHER ON FLOOR PLANS, ALIGN DEVICES VERTICALLY WHENEVER POSSIBLE. 4 VERTICAL ALIGNMENT MEDICAL GASES -I} VS 0 FP F1 H.C. ACCESSIBLE n.�•. ��.c•���iA�.� LAVATORY AND MIRROR WATER CLOSET FLOOR AND WALL MOUNTED FBC zo WALL RECEPTACLES z CPU ENTERTAINMENT SYSTEM BRACKET LLI MONITOR BRACKET °o nnc w z r WALL MOUNTED T.V. DESK DUPLEX TELEPHONE OR INTERCOM OUTLET DATA OUTLET OUTLET T/D 'URE L HOLDER I SHELF ;E PTOR 30'W X 48'D MIN CLEAR FLOOR SPACE REQ'D FOR FORWARD APPROACH (CENTERED ON FOUNTAIN) i 5' MAX ' 3 LL `�� - X z MIN. 'fi z N ' MAX. � I M FP CANTILEVERED STYLE H.C. ACCESSIBLE DRINKING FOUNTAINS WALL MOUNTED T.Y. >r TELEPHONE OUTLET d) w U E 0 *STANDARD WIRE PULL HARDWARE LOCATIONS N LEQ LEQ LEQ LEQ L DOOR PULL* RAWER PULL* OOR PULL* (TYP. HARDWARE LOCATIONS) BASE UNIT/WALL UNIT NURSE CALL DOME LIGHT 0 PUSH/PULL ATE 0 M SWITCH 2' ao �r - - a 0 1' SINGLE 0 `;' _ 1/2, a DOUBLE 1' M M KICK PLA_TE�j& MISCELLANEOUS DEVICES ,- _ _ u a tuo Lo X q w C,1Y z fY d)d) Wd) zz QO InLL Xo m <� eo �o C"ctl TOILET SEAT COVER DISPENSER SHOWER ROD L BARS GENERAL NOTES 1. THE HEIGHTS SHOWN ON THIS DRAWING ARE TYPICAL AND DO NOT NECESSARILY SHOW ALL THE DEVICES THAT ARE LOCATED ON THE WALLS, 2. THE OBJECT OF THESE ELEVATIONS IS TO ESTABLISH GUIDELINES FOR THE LOCATION OF DEVICES VERTICALLY AT THE WALL GENERALLY THROUGHOUT THE PROJECT. 3. REFER TO FLOOR PLANS FOR ADDITIONAL TOILET ACCESSORIES NOT SHOWN, ( OR NOTED ) ON THIS DRAWING. 4. REFER TO 'INTERIOR MILLWORK ELEVATIONS' DRAWINGS FOR BASE / WALL CABINET DOOR AND DRAWER PULL TYPE HARDWARE NOT SHOWN ( OR NOTED ) ON THIS DRAWING. 5. EXPOSED HOT WATER AND DRAIN PIPES TO BE COVERED , OR INSULATED , OR OFFSET IN CONFIGURATION TO PROTECT AGAINST CONTACT. _ 6. LAVATORIES IN COUNTERTOPS TO BE MOUNTED WITH RIM NO MORE THAN 2'-10' HIGH ABOVE FINISH FLOOR, AND WITH AT LEAST 2'-3' KNEE CLEARANCE. x 1. COORDINATE LOCATION OF TOILET PAPER LU DISPENSER WITH WATER CLOSET FOR T_ SUFFICIENT KNEE SPACE AND ACCESSIBILITY. Q (Y 8, ALL EQUIPMENT WITH CONTROL DEVICES LU SHALL NOT HAVE THE CONTROLS MOUNTED HIGHER THAN 48' WITH A SIDE OR FORWARD APPROACH. CLOCK —COAT HOOK ROOM (DENT. E NUMBER SEAL SOAP DISH SOAP DISPENSER CONTROL w z XO U PAUL L VACHESKE AR0016073 CA o FLoRiDA HQSPITAL M Zephyrhills SHOWER ROD/ SOAP DISH/ ED EXPANSION & ORTHO TOWEL BARS SOAP DISPENSER RENOVATION 1'-2' MIN i' -2' MIN 1'-2' MIN 2'-8' MIN CLEARANCE (3'-0' DOOR) DOOR MANEUVERING CLEARANCE WHEELCHAIR CLEAR 60' D IA. OR T-SHAPE SPACE WHEELCHAIR TURNING 60' DIA. OR T-SHAPE DOOR MANEUVERING DOOR MANEUVERING w SPACE (MIN.) ' ___ WHEELCHAIR TURNING IF CLEARANCE CLEARANCE SPACE (MIN,) �- :3 d) (Y 60' DIA. OR T-SHAPE - I -- 60' DIA, OR T-SHAPE a X z --- - -- -- ' --- ---- _- z p - _-- `-' - ="'- __ � O I" ,_ ui _ I O WHEELCHAIR TURNING `' WHEELCHAIR TURNING > p 1: 1,-4,' IN a _ SPACE (MIN.) ' '� ..___ .-_._. SPACE (MIN.) - 1'-6" MAXI _._ M_ _.._.µ3 o z 3 \ N 0 -1 1' - 4' MIN. t' 1 4' MIN �, iI w / Ii ? 1 �„@ z _ M z 11'-6' MAX z I l ' z 11'-f' MAX `n p IK z 1 xQ z i w�� 30'W X 48'D LAVATORY I , ' 30'W X 48'D LAVATORY p w I ' Q _ �I 1 I € CLEAR SPACE - CAN __. __. CLEAR SPACE -CAN O z z 30'W X 48 D LAVATORY OVERLAP W.C. TURNING ``' ~. OVERLAP W.C. TURNING I 1 I 30'W X 48'D LAVATORY `A ``' ° I 1 CLEAR SPACE - CAN �' z w CLEAR SPACE -CAN `r ...._.. SPACE `r `� ` SPACE Q ����� ��� �..1OVERLAP W.C. TURNING OVERLAP W.C. TURNING ` 1 SPACE 19'W X 1i'D LAV. MIN X 0 19'W X 11'D LAY. MIN ' w U x o SPACE x - ._ o 6l 4n ui 61 @ _ 221W X 181D LAV. SHOWN I 0 221W X 18'D LAV. SHOWN r ^' 7- i o i o 19'W X 1I'D LAV. MIN 19'W X 17'D LAV. MIN ::WHEELCHAIR CLEAR 221W X IS'D LAY. SHOWN 221W X 18'D LAV. SHOWN 1'-0' 2'-0- MIN 'MIN SPACE 1'-0' 2'-0' MIN 4' MIN 1'-0' 2'-0' MIN 4' MIN MIN MIN MIN 3'-0' MIN 1'-3' 3'-0' MIN 1'-3' 3'-0' MIN 1'-3' 5'-0' MIN MIN 5'-0' MIN MIN 5'-0' MIN MIN H.C. ACCESSIBLE TOILET ROOM PLANS 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ r ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 HuntUn i A R C H I T E C T S 04.15.16 CONSTRUCTION DOCUMENTS TYPICAL MOUNTING HEIGHTS PROJ. NO. H-15021.00 SHEET DRAWN DMC A061 ■ 15 ■ 18 ■ 17 ■ 18 ■ 18 ■ 20 Copyright Hunton Brady 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 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 3 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ .16 ■ 17 ■ 13 ■ 19 ■ 20 R ■ iP ■ 0 ■ N ■ K ■ G ■ F ■ 1^ ■ D ■ C ■ B > KEYNOTE LEGEND 10 26 01.A01 rigid sheet wall protection 10 26 01.801 wall guard NOTE 1 10 26 01.502 handrail 10 26 01.503 corner guard NOTE 2 10 26 01.A01 10 26 01.803 1o2601.A01 102601.A01 102601.A01 10 26 01.801 lID 26 01.801 10 26 01.B01 NOTE 3 M lzM N 1.�51 1.�51 e 1.i51 CORNER GUARD HEIGHTS WALL GUARD ON WALL GUARD ON WALL GUARD ON PROTECTIVE WALL COVERING — D — — D — — D — — D — NOTE 1: EXTEND RETAINERS MINIMUM 6' ABOVE PROTECTIVE WALL COVERING PROTECTIVE WALL COVERING PROTECTIVE WALL COVERING CONFIGURATION D ACOUSTICAL CEILING TILE. -A--A--A--A- -B--B--B--B- -C--C--C--C- CONFIGURATION A CONFIGURATION B CONFIGURATION C NOTE 2: ALL CORNER GUARDS SHALL TERMINATE GENERAL NOTES AT CEILING, UNLESS NOTED OTHERWISE. 1.�51 see Finish Plan for material NOTE 3: BOTTOM OF CORNER GUARD SHALL and/or finish TERMINATE ABOVE FLOOR BASE, UNLESS NOTED OTHERWISE, N1 WALL PROTECTION N4 WALL PROTECTION N8 WALL PROTECTION N12 WALL PROTECTION N16 CORNER GUARD NOTES 1/4" = 1'-0" CONFIGURATION A 1/4" = 1'-0" CONFIGURATION B 1/4" = 1'-0" CONFIGURATION C 1/4" =1'-0" CONFIGURATION D 1/4" = 1'-0" 10 26 01.A01 10 26 01.501 10 26 01.501 10 26 01.501 10 26 01.802 10 26 01.A01 10 26 01.501 0 1.�51 1.151 HANDRAIL AND WALL GUARD ON WALL GUARD ON PROTECTIVE WALL COVERING WALL GUARD WALL GUARD PROTECTIVE WALL COVERING —F--F--F--F— — G-- G— —G — —G— —H--H--H--H- -E--E--E--E— CONFIGURATION F CONFIGURATION G CONFIGURATION H CONFIGURATION E J1 WALL PROTECTION J4 WALL PROTECTION J8 WALL PROTECTION J12 WALL PROTECTION 1/4" = 1'-0" CONFIGURATION E 1/4" = 1'-0" CONFIGURATION F 114" = 1'-0" CONFIGURATION G 1/4" = 1'-0" CONFIGURATION H 10 26 01.A01 10 26 01.15ID1 >U z HEAT -WELD 0 U_ ALL SEAMS SEAL gg j w N C0M s WALL GUARD PROTECTIVE WALL COVERING t C M. - J J CONFIGURATION JCONFIGURATION - KK K`°. AR16073 PAUL L. MA CEi ' k AR0016073 FLORIDA HOSPITAL Zephyrhills E1 WALL PROTECTION E4 WALL PROTECTION ED EXPANSION & ORTHO RENOVATION 1/4" = 1'-0" CONFIGURATION J 114" = 1'-0" CONFIGURATION K Hunton A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS WALL PROTECTION AND CORNER GUARD DETAILS PROJ. NO. H-15021.00 SHEET DRAWN Author A071.....j 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 15 ■ 16 ■ 17 ■ 18 ■ 1 () ■ 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 20 Al ill = 20'-0" FLOOR PLAN - GROUND LEVEL 3■ NOTE: NO ARCHITECTURAL CHANGES ON THIS LEVEL, SHEET PROVIDED FOR REFERENCE ONLY SEAL PAU[ L MACHESKE AR0016073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hu 00 nton 0903 A R C H I T E C T S DATE SUBMISSION NO. 04.15,16 CONSTRUCTION DOCUMENTS FLOOR PLAN - GROUND FLOOR - OVERALL PROJ. NO. H-15021.00 SHEET DRAWN DMC - Al00 T-- - I -T- I ■0 —0 16 0 - ■I■ I ICII ■ 20 4 1 1 "� 0 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 AAC001 744 ■ ■ ■ ■ . ■ ■ ■ u ■ ■ ■ ■ _ ■ ■ 14 ■ 15 ■ 16 ■ ■ ■ ■ SEAL PAUL L MAGHESKE AR0016073 FLoRiDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton : : s A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS FLOOR PLAN - 1ST LEVEL - OVERALL Al 1" = 20'-0" FLOOR PLAN -1ST LEVEL - OVERALL PROJ. NO. H-15021.00 SHEET DRAWN DMC Al 1 ■ 6 ■ 6 ■ 7 ■ 8 ■ ■ ■ �1. ■ 12 ■ 13 ■ ■ ,_ ■ ■ ■ ■ ■ 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 3 ■ 4 ■ 5 ■ 6 ■ f ■ 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 2 ■ 3 ■ 4 0 19 0 6 8 10 ■ 11 0 12 0 13 0 14 0 15 0 16 ■ 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/Fax www.huntonbrady.com License AAC001 744 ■2■ 3 6 9 12 0 13 ■ 14 0 115 0 11 E3 0 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/Fax www.huntonbrady.com License AAC001 744 2 0 3 0 4 ■5 9 6 0 7■8 0 9 0 10 0 12 0 13■ 14 0 15 0 16 0 17 0 10 ■ 19 0 20 R ■ 0 0 0 N m aRS m K ■ m G 0 F E D C 0 B ■ SEAL OF Ftn� 16 73 WE AR0016073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton L err ARCH IT EC4TS 04.15,16 CONSTRUCTION DOCUMENTS FLOOR PLAN - 2ND LEVEL - OVERALL Al FLOOR PLAN - 2ND LEVEL - OVERALL PROD. NO. H-15021.00 SHEET DRAWN DMC i if = 201-011 Al 20 4 m 5 7 10 0 11 12 0 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 LicenseAAC001744 ■ 2 ■ 3 ■ 4 ■ ■ 6 ■ 7 ■ 6 ■ 9 ■ 10 ■ =1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ ?tI KEYNOTE LEGEND R r, P ■ 0 ■ N ■ M ■ ■ i H ■ G ■ F 1- ■ D ■ ■ B 'XV r iv A w> E L.� Al 1/8" =1'-0" £ 3 E E � i t i � FLOOR PLAN - 2ND LEVEL - AREA 1 GENERAL NOTES 1.752 match existing flooring 3.103 concrete floor slab on metal deck SEAL OF icy x y`N n.. "c';, n cgs AR1 ZO� cjk PAUL L. MACHESKE AR0016073 FLoRiDA HOSPITAL I Zephyrhills E ;M 4 ED EXPANSION & ORTHO RENOVATION CNI R 1 7�t t fF d i i u n . . w Clf �e { - ARCH I T E C T S rvu:. i 3 5 Wi ' i b ?ia#i F §E$ 4. I �K ' DATE SUBMISSION NO, 04.15.16 CONSTRUCTION DOCUMENTS Elj Itltlt{� �j{ d� i E 3 W £ � i t J .., 1 12 E E 3 , 3 FLOOR PLAN — 2ND LEVEL - AREA 1 A15 FLOOR PLAN - 2ND LEVEL - AREA 3 PROS. NO. H-1502190 SHEET DRAWN DMC 118" = 1'-0" Al 21 ? ■ s ■ ■ 4 ■ ■ ■ ■ ■ ■ ;; ■ 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 1 0 2 0 3 m 10 0 16 1 0 12 0 13 m 14 m 15 0 16 m 17 0 18 0 19 m 20 Al 1/8" = 11-011 DIMENSION PLAN - 2ND LEVEL -AREA 1 I SEAL FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton 6 A E 4CT S R C H I T 04.15.I6 CONSTRUCTION DOCUMENTS DIMENSION PLAN - 2ND LEVEL - AREA I A15 FLOOR PLAN - 2ND LEVEL - AREA 3 PROJ. NO. H-W2100 SHEET DRAWN 0MC A121 1 m 2 0 3 0 6 m 7 0 a 0 9 m 10 0 11 0 12 0 13 0 14 ■ 15 m 16 0 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/Fax www.huntonbrady.com License AAC001 744 '0 Al FLOOR PLAN - 2ND LEVEL - AREA 2 1/8" = 1'-0" E GENERAL NOTES NOTE 5� 1. CONTRACTOR TO VERIFY EXISTING PATIENT ROOM WALLS TO REMAIN MEET OR EXCEED AND STC RATING OF X. 2. ALL WALL TYPES ARE 15, UNLESS OTHERWISE NOTED. l34i1l1 03 ED EXPANSION & ORTHO RENOVATION Hun ton 0902 A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS FLOOR PLAN - 2ND LEVEL - AREA 2 PROJ. NO. H-15027,00 SHEET DRAWN DMC A122 ■ ■ ■ ■ a, ■ ■ ■ ti ■ ■10■ i ■ 12 ■ 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 0 2 m 3 0 4 0 5 0 6 0 7 m 8 0 9 m 10 m -1 -1 m 12 m 13 0 14 m 15 0 16 0 17 0 18 0 19 0 20 lil ?1 di 1^ IlAi SEAL PAUL LAACHESKE AROOW71 FLoRiDA HosPITAL IV Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton Brady A R C H I T E C T S 04.15.I6 CONSTRUCTION DOCUMENTS DIMENSION PLAN - 2ND LEVEL - AREA 2 Al DIMENSION PLAN - 2ND LEVEL - AREA 2 118v' = 11-011 ■ 0 0 12 0 13 0 2 0 3 0 4 0 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 14 PROD. NO. H-15021.00 SHEET DRAWN DMC A122D 0 15 0 16 0 17 0 18 0 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 ■ 2 0 3 0 4 0 5 0 6 0 I ■ 9 0 10 12 0 13 0 14 0 15 0 16 0 17 0 18 0 19 ■ 20 R p 0 0 N 0 ■ L 0 K ■ ■ ■ E m D 0 C ■ FLOOR PLAN - 3RD LEVEL OVERALL SEAL 173 ED EXPANSION & ORTHO RENOVATION n t0 n WEI A R C H I T E C T S DATE SUBMISSION NO. )4.15J(o CONSTRUCTION DOCUMENTS FLOOR PLAN - 3RD LEVEL - OVERALL PROJ. NO. H-15021.00 SHEET DRAWN Author A130 I � 1 0 0 m 14 3 0 4 0 5 6 0 7 0 8 10 0 12 13 15 m 16 0 17 0 18 0 19 m 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 ■ 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 11 ■ 12 0 13 0 4 0 15 0 1 , 18 ■ 19 ■ 20 1 16 0 17 0 0 0 KEYNOTE LEGEND —7 R P N 0 N N 0 M K H 0 G E F E D C 0 B QS VF 53 iYi 0152 00A01 modified bituminous roofing 01 54 00A01 thermoplastic membrane roofing 0162 00A01 metal coping 0162 00m01 metal downspout 01 62 00.F01 metal gutter 0162 00,002 precast concrete splash pads GENERAL NOTES 0,111 existing roofing to remain 0.361 existing steel structure to remain 0.453 existing roof drain to remain SEAL A M�.Ns '� 6 6 a� U PAUL KE AR0016073 ED EXPANSION & ORTHO RENOVATION Hunton A R LCH IT E 4CTS 3 0 5 ■6 0 7 0 8 0 9 0 10 0 11 0 12 ■ 13 0 14 16 0 17 ■ 18 0 19 ■ 20 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 N, ■ 2 ■ 3 ■ 4 ■ 5 ■ es ■7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 16 ■ 16 ■ 17 ■ 18 ■ 19 20 R ■ P ■ 0 ■ N ■ m ■ h ■ H ■ ■ F ■ D ■ B r-. A �r Y Al ROOF PLAN - OVERALL 1" = 20'-0" ■ 2 ■ 3 ■4 ■ 5 ■ 6 ■ , ■ 8 ■ 9 ■ 1 ■ 11 ■ SEAL ml FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Huntonow A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS ROOF LEVEL - OVERALL - PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN DMC A150mmmmm" 12 ■ 13 ■ 14 ■ 16 ■ 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 AAC00 7744 ■ 2 ■ ■ ■ 5 ■ 6 ■ r ■ 8 ■ 9 ■ 10 ■ 9 1 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 7 ■ 18 ■ 19 ■20 R P ■ 0 ■ N ■ ■ ■ i H ■ G ■ F D C ■ B �3> v� V �z J1 1 /4„ = 1 ,-0„ PARTIAL EAST ELEVATION F-- KEY PLAN 1/411 = 1'-011 a A6 PARTIAL ENLARGED EXTERIOR ELEVATION - WEST PHASE 2 1 /4„ = 1' -0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 --FINISH TO MATCH EXISTING -AD-J_ACW WALL ■ F ■ 3 ■ w' ■ 10 ■ 11 ■ 12 ---------------- 0 ■ 13 ■ L F- - At-� 112'-0' 1ST LEVEL KEY PLAN KEYNOTE LEGEND 0124 00.A01 exterior insulation and finish system 01 62 00.401 metal coping 08 42 2S.AO2 automatic sliding hurricane -resistant entrance door assembly 08 44 13.A02 hurricane resistant glazed aluminum curtain wall system 09 24 00.AO2 stucco on metal lath SEAL PAUL L MACNESI(E AR0016073 I& FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton 1 *3 A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS EXTERIOR ELEVATION PROJ. NO. H-15021.00 SHEET DRAWN DMC/BC A201.....j 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 111) ■ 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 AA 0001744 ■ ■ ■4 ■ ■e ■ ■ w ■ ■ ■ ■ _ ■ ■ ■ ■ M■ ■ ■ ■ G1 WALL SECTION 1 /4" = 1' -0" Al 1/4" = 1'-0" WALL SECTION L9 SIM 1.013 FAST TRACK 1021 W9 131'-4' 3RD LEVEL 124'-8' 2ND LEVEL 124' - 8' 2ND L E VE L 112' -0' --- 1ST LEVEL I-Ti �T 03 05 05.A01 108'-9' SLAB LEVEL G7 WALL SECTION 1/4" = 1'-0" n 124' - 8' 2ND L E VE L IST LEVEL A7 WALL SECTION 1/4" = 1'-0" G13 WALL SECTION 1/41'= 1'-0" A13 WALL SECTION 1/4" = 1'-091 124'4" 2ND LEVEL 1ST LEVEL KEYNOTE LEGEND 03 05 05.AOI underslab vapor barrier 01 21 00.001 thermal bait insulation 01 24 00.A01 exterior insulation and finish system 01 52 0O A01 modified bituminous roofing 01 62 00.A01 metal coping 08 44 13.A02 hurricane resistant glazed aluminum curtain wall system O9 24 00.AO2 Cs WM4d2nN►1,t6lath 0.111 existing roofing to remain 0.350 Structural Existing To Remain 1.013 ceiling 3.101 concrete slab on grade 3.501 cold formed metal studs SEAL FLORIDA HOSP' 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 EXTERIOR WALL SECTIONS PROJ. NO. N-15021.00 SHEET DRAWN DMC A231 ■ ■ e ■ ■ ■ 1 ■ 12 ■ 3 ■ ■ .. ■ ■ ■ 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 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ € '1 ■ 12 ■ 13 14 15 ■ 16 ■ 17 ■ 13 ■ 19 20 KEYNOTE LEGEND R P ■ 0 ■ N ■ ■ I ■ ■ H ■ G ■ F D C ■ B A e 's rY F1 6" = 1'-0" 0.191 0.361 EIFS REVEAL Al EIFS - WALL JOINT 6" = 1'-0" EXISTING TO NEW EIFS TIE IN 01 24 0O A01 � 1,056 V., AL iGN WITH i WINDOW HEAD I 241 z z LU o I � 0 z_ 09 9b 00.601 � �-3/4' I I i ALIGN WiTH `r �INDOW SILL i I I I I ■ 4 ■ w L5 EXTERIOR SECTION DETAIL 3" = 1'-0" P9 241 0124 00J02....... ........ L. 01 24 00J02 0124 00Q01 A 01 92 00.AO1 W/ WEEP TUBES a 24, O,C. ,,- -, ,,„ _„I�000 L9 3" =1'-0" 0361 b' 3505 DEFLECTION TRACK 0� 92 00A01 0124 00A01 101 24 00,501 6' 3.501 OIYIID�- 0'I 92 00.A01 09 11 Ib.H01 n _ EXTERIOR SECTION DETAIL 09 21 16,K01 EXISTING 0124 00.A01 EXISTING 01 b2 00.801 0124 00.1501 10124 ID0D02 ID1 24 0FC01 r 01 24 00.D01 - 01 24 00•E01 0124 00,J02 01 24 00.01 0124 00 D01 0162 00.601 EXISTING STRUCTURAL STUD FRAMING - REINFORCE TO MEET STRUCTURAL REQUIREMENTS I I I PRE -BACK -WRAP TYPICAL 1/4, DRAINAGE GAP 0124 00DID1 01 92 00.A01 0124 00F01 06 42 21B A02 rlllrmn�rn��,r. �.. iil I ill I i�nmriF ! i [ ■I' i j I I ti ■■■■I ■■■■I ■■■■I ■■■■I ■■■■I ■■■■I ■■E■I ■■■■I on ■■I ■■■■I O■■■I ....� �■■.� ■■■rNME ■■■I,I'' MM�I�h :ill ■■■1 ii■■ii P 0121 00.AO2 rigid foam board roof insulation 0121 00.001 thermal bait insulation 0124 00.AO1 exterior insulation and finish system 0124 00.BOl finish coat 0124 00.001 base coat = 0124 OOD01 reinforcing mesh 0124 OOD02 detail mesh 0124 00.E01 insulation board 0124 00FOI water -resistive barrier coat r 0124 00.J02 cavity drainage plane with vertical adhesive notched trowel configuration 0124 0ONO3 drainage J track - 0124 00401 joint tape 01 25 00.501 fluid -applied membrane vapor retarder 0152 00.A01 modified bituminous roofing 0152 0O B02 liquid membrane flashing - - 0152 00D01 gypsum roof sheathing 0162 00.BOl metal flashing 01 92 00.A01 sealant and backer rod 01 92 0O A02 sealant 08 42 29•A01 automatic sliding entrance door assembly 7 - ;- 08 42 29.AO2 automatic sliding hurricane-resistant entrance door assembly T' 09 21 Ib.H01 gypsum board 09 21 16.K01 exterior gypsum wall sheathing 09 9b 0O A01 high-performance coating - 09 96 00.501 elastomeric coating 12 48 13.AOI entrance floor grille - recessed 1.302 GENERAL NOTES 0.111 existing roofing to remain ' 3 0124 00.B01 i ti �0A1 existing exterior gypsum sheathing to remain s r° 01 24 00.D01 0.361 existing steel structure to remain ' 1.05b revea I PRE -BACK-WRAP, TYP. 0124 00.001 .. 1.302 shim as required O1 24 00.D01 ' ' 2.012 concrete paving 01 24 00.D02 i 3.102 concrete floor slab 0124 00.E01 ' I Y 3.501 cold formed metal studs 3BO5 cold formed metal track 01 24 00.J02 01 24 00.J02 ' 3.816 compressible material iI ' 10124 09 . z 01240 I I 0124 00,D01 0 0 F5 EIFS CONTROL JOINT 6" = 1'-0" EXISTING NEW -� BASE PLY A5 SECTION DETAIL 3" = 1'-0" CANOPY EXISTING TO NEW TIE IN F9 EXTERIOR SECTION DETAIL 6" = 1'-0" TYPICAL EIFS COMPOSITION a � �r o , no A9 EIFS - WALL BASE 6" = 1'-0" F14 EXTERIOR SECTION DETAIL 6" = 1'-0" HURRICANE RESISTANT SLIDER HEAD DETAIL A14 SILL DETAIL 6" = 1'-0" SEAL Fto ,N 3 roA p g E PAUL L. MACHESKE AR0016073 FLoPiDA Hose Zephyrhills ED EXPANSION & ORTHO RENOVATION neon A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS EXTERIOR SECTION DETAILS PROJ. NO. H-15021.00 SHEET DRAWN DMC A241======EJ ■ 6 ■ 7 ■ 3 ■ 9 ■ 10 ■ 12 ■ 13 ■ 14 15 ■ 16 ■ 17 ■ 13 ■ 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 l ■ 2 ■ 8 ■ 4 ■ 5 ■ 6 12 ■ 13 ■ 14 15 ■ 16 ■ fir' 18 ■ 19 ■ 20 R ■ P C N ■ M ■ i K ■ H G F ■ �— ■ D ■ C I 0 tU A �a a l - HEAD CONNECTION 1/16' GAP W/ ALIGN WITH EXTERIOR FINISH SYSTEM SPLICE PLATE JAMB CONNECTION 1 1/16' GAP W/ SILL CONNECTION ALIGN WITH EXTERIOR FINISH SYSTEM SO DEG. SPLICE PLATE o-z z 4 d z r W DEG. SPLICE PLATE 1'�/N ALIGN WITH EXTERIOR FINISH SYSTEM 2 6" = 1 %0" FLASHING DETAIL AT OPENING Al SECTION DETAIL 1 1/2" = 1'-0" UL DESIGN NUMBER U425 H7 HEAD/ JAMB DETAIL 6" = 1'-0" =FAR '---L 09 21 16,H02 5/S' 3 LAYERS UL DESIGN NUMBER U425 A7 HEAD DETAIL 6" = 1'-0" N H1 3" = 1'-0" SECTION DETAIL H 13 SECTION DETAIL 3.104 concrete roof slab 3,311 concrete masonry unit 3" = 1'-0" 3.412 steel bent plate 3,501 cold formed metal studs 3.811 metal deck ' 2X P.T. T.O. PARAPET TO MATCH EXSITING SEAL I� , I n 24 00 �O 0125 TO A- OVER LIQUID /� PAESKE AR006j 73 -A �� 0 r- ,//, // G:FLORIDA HOSPITAL Zephyrhills /rrr �Ghi! // - / / / p O.C. i .// _ 24 // // // • • • RENOVATION 0162 rr r • // �52 // 5 // n Bra Hunto �IT.O. STEEL- �! `IBOT OF DECK TO MATCH EXSITING DATE —SUBMISSION NO.' 04.�.I& CONSTRUCTION DOCUMENTS A13 EXTERIOR SECTION DETAIL 3" = 1'-0" 1 3" = 1'-0" EXTERIOR SECTION DETAILS EXTERIOR SECTION DETAILS PROJ. NO. H-15021.00 SHEET DRAWN Author A242 ■ ■ 3 ■ 4 ■ 5 ■ 6 ■ ■ ■ 9 ■ 10 12 ■ 18 ■ 14 ■ 14 ■ 18 ■ 17 ■ 18 ■ 1;� ■ 28 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 ■ ■3 ■ 4 ■ 5 ■ 6 ■ i ■ 8 ■ u ■ 10 ■ 1 ■ 1�? ■ 13 ■ 14 ■ 15 ■ 1 ■ ■ 18 ■ 19 ■ 20 R P ■ ■ N ■ M L ■ K ■ H ■ t. " ■ F 4 ■ D ■ W ■ B �a CL KEYNOTE LEGEND 06 10 00.A01 wood blocking 06 20 0O A01 wood sill 0121 OO.001 thermal batt insulation 0125 00,801 fluid -applied membrane vapor E 0.141 IS rer 0125 00.801 0125 00.001 self -adhering flexible flashing L I 0152 00,A01 modified bituminous roofing 09 24 a 09 21 16.H01 01 52 00.501 base flashing Oi 92 00,A02 0152 ID0B04 self -adhering flashing 01 21 00.001 3.501 2-ROWS BETWEEN 0� 52 0ID.804 0� 62 00P02 0152 00.001 rigid board roof insulation I 3 SPLICE PLATE 0'i 52 00D02 roof cover board 09 24 00,801 ?• +' 09 21 16.H01 AND CAP ID� 62 ID0.A01 0� 62 @0A01 0154 OOB@I base flashing @9 24 00.J01 I _ I 0� 25 @@. ID) SING, EACH 0162 00.A01 metal coping I %` 09 21 16.E02 S DEH 01 62 00.801 metal flashing 09 24 OO D02 .} I , E 01 62 0OB03 metal sill flashing g X .� I 0� 92 00.A 1 1/2' GAP Z 0162 00.CO4 metal dri edge p g 01 62 0OP02 continuous metal cleat h 09 211 0� 62 00.A01 01 62 ID0M01 metal downspout I .....::, _....... �� 261- loop• :: 1, 3 5/8" d° ° ° ° d d e 4 0� 62 00.004 J,,F •�'-';.% ,. 0i 92 00.A02 0'i 62 00,P01 metal gutter ID� 62 ID0 P@i metal gutt s gutter lice cover p e d e°° ° j ,.� l , " e Plate 01 62 00.801 09 21 16N@1 e, ° ed e ' 0184 0OA01 firestopping assembly I d . ° ° d . d - e° d : d :y TO EXTEND UPEF``r�00.BID1 01 92 00.A01 sealant and backer rod 07 92 00.A01 2 LAYERS 1 02 d d d oe =' � � OVER AND DOWN j PARAPET FLASHING MEMBRANE TO WRAP OVER PT WOOD BLOCKING 0i 92 00.A02 sealant 01 95 13.AOI floor to floor expansion Joint i SEE CODE SUMMARY FOR RATING T EXISTING CONCRETE x{x `�` F�� �` �� �`i'�=EEE '` ' /�," cover 01 95 13,AO2 floor to wall ex joint expansion p J SLAB �� , "" cover i 08 44 13.AO1 ��bi41 3 08 44 13.AOI glazed aluminum curtain wall system TO NEW ROOF TO EXISTING 09 21 16.801 metal stud ROOF 09 21 16.E02 metal hat channel furring 09 21 16.H01 gypsum board 09 21 16.NO1 corner bead - ' 09 24 00.A01 stucco -' 09 24 00.A02 stucco on metal lath 1 HEAD DETAIL L5 SECTION DETAIL L14 TYPICAL COPING DETAIL ID92400.501 metal lath STEP 1 /�''' �.�o�'' ' ' 09 24 00.D02 casing bead 6" =1'-0" 3" =11-0" FLOOR TO WALL EXPANSION JOINT DETAIL 3" = 1'-0" 09 24 00.J01 spacer 09 30 00.H01 grout 09 96 00.501 elastomeric coating 0i 92 00,4021 2-ROWS BETWEEN CAP FLASHING AND 0152 00.A01 CAP FLASHING 0152 00.801 ' SPLICE COVER, 01 52 00.DO2 1 EACH SIDE, AND AT 06 10 00.AID1 1,302 1/2' GAP 0152 00.CID1 0i 92 00.AID2 0162 00.503 06 10 00.A01 P.T. 08 44 13 A01 06 20 ID0.A0� ° ; d I - - - - - - - - - - - - - - - - 0162 00.004 GENERAL NOTES ° e as ID9 96 00801 STEP 2 ti y - 0,141 existing masonry to remain ID 0 existing roofing to remain I 09 24 00 A01 1.302 shim as required 01 92 00,A01 /r , ,/ ,�� d / �` I 1 ' JA � E� � f&F` 3.102 concrete floor slab 01 62 01 ' d 09 4 0ID.801 I.n 3.109 concrete roof slab on metal , / 01 25 0ID.801 ° rhh deck 3.311 concrete masonry unit d xx 01 92 0O A02 09 2116.H01 REFER TO SECTION aI ,1 SEE SECTION , 3.316 grout fill 3.403 steel angle 09 24 OID.D02 FOR Y � r'DETAIL 09 24 00,J0110;. f j / I SHEATHING AND ; / ` 01 52 3.501 cold formed metal studs 3.551 expansion bolt 09 24 00.AID2 - 09 2116.5071 " d e ' FRAMING `d I i 31 if IBM, / - . ID 62 0ID. 01 P 6 x6 i ID1 25 00 .B 0� 21 @0.001 / / - 0 3.403 0162 00,M01 3.311 3.316 , .� / _ A SEAL fill, I Fp Ll SECTION DETAIL F5 STUCCO ASSEMBLY DETAIL F10 METAL COPING SPLICE JOINT DETAIL F14 GUTTER DETAIL a s / 6" = 1'-0" ,1 1211=1-0 ,� 1/4 =1-011 �, �� 3 =1-0Is, PAUL L MACHESKE ARD016073 01 62 00 A01 01 92 00 A01 MIN. END JOINT TO FLORIDA HOSPITAL PRE -FAB _ BE 1/21 FASTENED ZephyrhillS 0� 62 00803 WiTH 044 STAINLESS F1 STEEL POP RIVETS' 24 3 ED EXPANSION & ORTHO 01 62 00.A01 RENOVATION NEW EXISTING GUTTER END CLOSURETOP ID� 62 ID0.P01 0152 00.AID1 0152 00.A0 op t I E £'k�rIC � ♦ FLY / ' [ to ,x�ry 0� 95 13.A01 SEE CODE SUMMARYx BASE PLY 1'-0' LAP TYP. fi�-' ,\`�r ,' ♦Gil ,, . �� �� �.ry � `�` Hunton • FOR RATING ' < MATCH EXSITING FINISH ARCHITECTS ° as o ------ --- iN ° BETWEEN GUTTER AND b SPLICE COVER AND FASTENED WITH PLAT 44 DATE SUBMISSION NO. - - � I � STAINLESS STEEL POP 041516 CONSTRUCTION DOCUMENTS YJ 21 RIVETS I I I I EXISTING CONCRETE SLAB 3.102 GUTTER @7 62 00.P01 WELDED CORNER SPLICE JOINT - 6' NOM. 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 AU43 3" =1'-0" 3" =1'-0" 3/16" = 1'-0" 1 1/2" = 1'-0" 1 ■ a ■ 3■ 4 ■ ■ 6 ■ 7 ■ 3 ■ ■ 19 ■ si ■ 12 ■ 1 ■ 1 ■ 1 ■ 1 ■ 17 ■ ! ■ 19 ■ti 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 --- - ■ 2 ■ M ■ ■ 5 ■ 6 ■ 7■ ■ * 1 ■ ■ 12 ■ 1 3 ■ 14 ■ 15 ■ 16 17 20 R ■ P ■ 0 ■ N ■ l ■ ■ ■ G ■ F E ■ f ■ C ■ r� t ° KEYNOTE LEGEND 05 50 OO E 05 brake meta I 06 10 00.A01 wood blocking 0121 00.C@1 thermal batt insulation 01 24 OO.AOI exterior insulation and finish system 01 24 OOJ501 finish coat 01 24 00.001 base coat 01 24 @@,DOI reinforcing mesh 01 24 OOD02 detail mesh 01 24 OOE01 insulation board 01 24 00.F01 water -resistive barrier coat H� 2 HT 01 25 00.A01 self -adhering sheet membrane 242 SiM H1 vapor retarder 11 4 -0 ' ' V24 242 SIM0i 2500.501 fluid -applied membrane vapor 5'-93/4IM 4�_@� retarder 0125 00.001 self -adhering flexible flashing IDS 80 00.J07 ___ = 01 62 00.801 metal flashing 0i 91 00.A01 precomp ressed foam exp ansio IIII III 24 H7 I H7 Hi 1 1 oint sea �' IIIIIIII SiM 24 IIIIIIII 242 1 1 1 24 01 92 ID0.A01 sealant and backer rod I I IIII _.._ . .. _ _._. _.. ._ SIM M - _�.,.-_ SIM 01 92 0O A02 sealant AI 01 95 13.AOI floor to floor expansion joint Al 24 `r 61 �r 24 SIM 0 Al cover 01 95 13.501 wall to wall expansion joint M 24 SIM 24 SIM cover 08 42 29,A02 automatic sliding hurricane -resistant entrance door assembly 09 21 16.K01 A� 08 44 13.A02 hurricane resistant glazed � O O aluminum curtain wall system EXISTING 08 80 00.J01 insulating hurricane resistant 0124 00.AIDI - ; laminated low E clear glass _- 09 21 16.A01 gypsum board / metal stud EXISTING - ;�'; - interior partition see 07 62 00.601 _ partition types -` 09 21 16.14ID1 gypsum board 09 21 16.W02 fire -rated sum board 0124 ID@.BID' "_ L7 EXTERIOR GLAZED OPENINGS 09 21 16KOI exterior g psuum wall sheathing ID24 00D02 013 24 @@.A@1 stucco 1/41' = 1,-019 09 24 0ID.A02 stucco on metal lath 0124 0ID.001 09 24 00.B01 metal lath 01 21 OID.CID1 09 24 0IDD02 casing bead 01 24 00D01 - 09 24 ID0.J01 spacer ID1 24 0IDE01 = 3.501 MATCH AND ALIGN 1-} WiTH EXISTING I I 0124 09 21 16K@1 ID� 24 ID0D01 ? - - MATCH AND ALIGN f WITH EXISTING 01 62251 EXISTING STRUCTURAL SCUD � •: ' � � �� � '>r EXIStINC� GENERAL NOTES FRAMING REINFORCE t0 MEET _ 71 >�` _ "r n _ 3 i � 4 existing masonr� to remain STRUCTURAL REQUIREMENTS existing membrane flashing to ACK W A PRE-B R P - 3,5ID1 ,,' '�; t . '4 remain TYPICAL i I j i {� }# ', } 0.190 Architectural Existing to _ L - - - - ----- ------_--- OS 21 16.A01 - � 09 21 16.K01 _ R amain Finishes 0'1 24 00.A01 f EXISTING 0.195 existing stucco to remain 1/4' DRAINAGE GAP oo 09 21 16.H02 K ' "''I . < 1302 shim as required 01 92 0O A01 3501 old formed metal studs 0� 24 00D01 , ------- - - - - -- @5 50 00,E 05 n 1302 UL DESIGN NUMBER U425 - - - - - w , m -. - _ TO MATCH ALUMINUM imi am, son 4WD Was am SLIDING DOOR FINISH lo- ID� 92 00A01 i .;', y, a I -.._ 0i 25 00.801 -------------------- - - - - ---- - - - - - -- ----- _ I < 2 LAYERS I 01 25 00.A01 2 4 10124 00,F01 - - - - - - 09 24 @0.A0Z EXISTING E IFS 08 42 29A02 I I OFF A� @9 24 OOD02 0i 24 00.A01 MATCH EXISTING TO REMAIN 0i 24 OID.DOI SEAL 251 NOTE: ( _ 01 92 00,A02 01 92 OO.AO1 ALL EXTERIOR WALL PROFILESr, _ _ _ _ _ _ _ _ _ 2 LAYERS AND TRIMS t0 MATCH ALIGN 0� 2400.5011 1: 08 44 13.A02 WITH EXISTING� F1 EXTERIOR PLAN DETAIL F7 PLAN DETAIL F13 PLAN DETAIL ;max 3 r F' V4 6" = 1'-0" HURRICANE RESISTANT SLIDER HEAD DETAIL 3" = 1'-0" 6" = 1'-0" EXISTING TO NEW EIFS TIE IN .� PAUL L MACHESKE AR0016073 ftofuDA HOSPITAL ' 3.5@' Ze h chills y 09 21 1(0 09 24 00D02 08 44 13 A@2 08 44 13.402 ED EXPANSION & ORTHO 01 91 0C.A01 SEALANT AT BOTH ENDS ID� 92 @@,A@2 RENOVATION F.R.T. 06 10 00.A01 01 92 00,A01 09 24 00.A@2 01 92 0O.A02 251 01 25 00.801 `'° °'Q 01 92 00.A01 01 92 0@.AO2 00.A@i 09 21 16.A01 I I 09 21 16K01 I` BEHIND PRESURE CAP a 09 24 00D02 09 21 16.H01 0� 62 00.801 8 3/4' = _ 3.5ID1 �''"� u t o n 1 1 +IMr a. IDi 25 00 B01 01 21 IDID.001 @� 21 @0.001 09 24 0IDD02 -------- �„ N 09 24 0ID.A02 :I 01 91 00.401 ARCH 1 T E G T S N - 01 92 00,401 _ - ..4 a .ar� @9 24 00 02 - DATE E SUBMISSION NO. ° 04.15.16 CONSTRUCTION DOCUMENTS m 09 24 00,801 - 251 ID9 24 OID.JID1 T { i r 0� 95 13.BID1 , \ 0,141 \\ T BELOW @� 25 00.801 01 95 13.A01 BELOW g 09 24 OO.A@2 i EXTERIOR PLAN DETAILS AND ALIGN a EXTERIOR GLAZED OPENINGS Al PLAN DETAIL A7 PLAN DETAIL A13 PLAN DETAIL AT EXPANSION JOINT PROJ. NO. H-15021.00 SHEET DRAWN DMC 6" = 1'-0" 6" = 1'-011 1 1 /2" = 1'-0" � 51 e ■ 2 ■ 3 ■ ■ 6 ■ F ■8 ■ 9 ■ 10 ■ 11 ■ 2 ■ ■ 14 ■ 15 ■ 16 ■ 17 ■ is 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 ■ ■ H1 311 = 11-011 b 1 cc Cr K1 311 = 1'-011 F1 3" = 1'-011 i S 3/41 SEE CEILING E PLAN rYPE 1K CORRIDOR L IIIl4' ELEVATOR SIDE GAB SIDE ELEVATOR HEAD DETAIL =1 1=vAtnG •- ITST61 Ink, SECTION DETAIL TYPE 1K T I ON 4EDULE F5 SECTION DETAIL 3"=1'-011 �AMJ H V H 3911 3/8" x 2 1/2" `� 05 50 00.0O2 1/2" x 2 1/2, 05 50 00,CO3 d 05 50 00�01 d n 3,161 05 50 00.005 3/8,x31x31 do e d. ° _. 05 50 00�x01 d, ° a Al SECTION DETAIL A3 SECTION DETAIL A5 SECTION DETAIL 1/2"=11-011 1"=11-01' 3"=11-01, O 9 0 9 r' I r 100'-01 ° 15T LEVEL r 5 u u u C � u 3/6, x 31 x 31 - X -1 96'-0" PIT LEVEL F10 SECTION DETAIL 311 = 11-011 A== WIMP Pl IMP M nKlI I= A e—r la=nl llW=M=.Kl'r A10 SECTION DETAIL 11/2" = 1'-0" F14 ELEVATOR PLAN - 2ND LEVEL 11411= 11-011 ELEVATOR SUMP PIT 1 5/81 1 5/8' 1'-1 3/4' 3'-5 3/41 3'-5 3/4' L10 (:AIO A 311 A 311 14 20 10,D 01 es ®� t E W r � q 14 20 10602 '-1 5/8' 6'- 1/2' ` MACH, E L E Y, ROOM M 1 ®4 L5 F ipp 1011 -' A311 ®. 05 50 00,C01 3.818 t- 14 20 10,C01 - - - NI IMW ....... I WI... 74 5'-3 1/21 6140 1/81 NOTE COORDINATE ELEVATOR SHAFT, ROUGH OPENING 4 PIT DIMENSIONS WiTH ELEVATOR MANUFACTURER, A14 ELEVATOR PLAN -1ST LEVEL 1/4" = 11-01, KEYNOTE LEGEND 03 05 05,AOI underslab vapor barrier 03 05 051501 seam tape 05 50 00,A01 steel angle 05 50 00,C01 steel ladder 05 50 00.0O2 steel flat bar side rail with holes to receive rungs 05 50 steel round bar rung 00,CO3 0550 steel flat bar wall bracket 00,C04 0550 steel angle floor bracket 00.005 05 50 00F01 metal plank grating 05 50 00001 expansion anchor 01 11 13.A01 bentonite panel waterproofing 01 11 13PO3 sealant tape 01 11 13,G02 water soluble tubing filled with active granular material 011113,H01 waterstop 01 11 13,J01 mechanical fastener 0152 00,A01 modified bituminous roofing 01 62 00,A01 metal coping 01 62 00.M01 metal downspout 01 62 00.P01 metal gutter 01 62 00,002 precast concrete splash pads 14 20 1O B02 hydraulic service elevator 14 20 10,C01 elevator door 14 20 10.001 elevator cab GENERAL NOTES 1.301 align 3,051 concrete foundation 3,101 concrete slab on grade 3,102 concrete floor slab 3,104 concrete roof slab 3,161 c,i,p, concrete elevator pit 3.166 c,i,p, concrete sump pit 3311 concrete masonry unit 3,431 steel beam 3.818 grout SEAL 1^Va6 - i 3, c N D�'' PAUL Lf MHE'SKE AR0016973 FLoRiDA Hospr r Zeephyrhills ED EXPANSION & ORTHO RENOVATION Hu n to n ME39 A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS ENLARGED ELEVATOR PLANS AND SECTIONS PROJ. NO. H-15021.00 SHEET DRAWN DMC A311 ■ ■ Ft ■ ■ ■ ■ ■ 12 ■ ■ 14 19 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 3 091 �,opyriqni riunionoraay /Arcmiecis r.H. i-kii Kignis r\eservea. ouu i\4. iviagnoiia /-kve., zwae ovu, unanao, riormauou.5 (4Ul)?53y-Ut$t5t) (4Ul) tS.Jtl-1 fVVft-aX www.nuntonoraay.COM License AAuuvi 144 --F HT R ■ ■ D ■ c A uopyrignt munionoraoy Arcnaecis F'.H. An Klgn[s Keservea. i5uu IV. iviagnona Ave., ouae ouu, unanao, rionaa 5zouj (out) oJy-U000 (4u/) tfJy-"I /uy/rau www.nunionDraay.com License AAL:Uu'I 144 I 0 2 m 3 0 4 5 5 0 6 0 7 0 8 0 9 0 10 m 1 1 0 12 0 13 0 14 0 15 0 17 0 18 0 iq m 20 Al 1/8" = 19-011 � I I I � 5 � I � I � I . � . � � I � I � � � 7 � I � I � I I I i I I I � : � 4 I � I 1� I : I I I . . . I I . � . 1 I . 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I � � i I z . t � I I : I . � I � I q � I I � . z : I I : z t I ; L � �I I I 11 � 1� �,�_ - � - I REFLECTED CEILING PLAN - 2ND LEVEL - AREA 1 1 0 2 0 3 m 4 m 5 0 6 0 7 m 8 0 9 m 10 m 11 m 12 m 13 m 14 CE ILING LEGEND 09 21 16FOl gypsum board ceiling suspension system 013 51 OOAOI suspended acoustical panel ceiling system 5.051 fire sprinkler head (0011 supply air diffuser m , � 11-1-1- I-- --�I 0.051 return air grille - I I - I - , -I " N 6.101 exhaust air grille N 1.101 fluorescent light F=_7 fixture 1,102 downlight fixture 0 1 1 GENERAL NOTES 1, ALL CEILINGS TO BE V-01 UNO 2. ALL SOFFITS OVER CASEWORK TO BE 11-21 UNO - 3. COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWINGS .I- __ , � �XR R, F� � - - " . I . I I ,- � , � , I - I .� -1-1-1.11.1 ......... i.f .... -.11-11.111.11 ........ 1-1.1. -.1.11"..." .... I-- ... 1.1.11 - .................... --i .. 1 1 1 1 . , I I � , � I - , SEAL @FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton I* RULM ARCH I T E CTS1 04.15.16 CONSTRUCTION DOCUMENTS REFLECTED CEILING PLAN - 2ND LEVEL - AREA I PROJ. NO. H-15021.00 SHEET DRAWN DMC 1 A421 m 15 0 16 m 17 m 18 m 19 m 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 ■ ■ ■ ■ 7 ■ � ■ 9 ■ €0 ■ 1 ■ 112 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 1920 R P N ■ ■ K ■ iv JJ. ■ H ■ G ■ F ■ _ E ■ D ■ B A CL 3 �a Al REFLECTED CEILING PLAN - 2ND LEVEL - AREA 2 1/8" = 1'-0" CEILING LEGEND O9 21 16F01 gypsum board ceiling suspension system OS 51 00.A01 suspended acoustical panel ceiling system 5.051 fire sprinkler head 6.011 supply air diffuser 6.051 return air grille (0.101 exhaust air grille 1.101 fluorescent light fixture 1.102 downlight fixture O 1. ALL CEILINGS TO 5E 9'-0' UNO 2, ALL SOFFITS OVER CASEWORK TO 5E 7' -2' UNO 3. COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWINGS SEAL ED EXPANSION & ORTHO RENOVATION Hunton i Nii A R C H I T E C T S DATE SUBMISSION NO. )4.15.16 CONSTRUCTION DOCUMENTS REFLECTED CEILING PLAN - 2ND LEVEL - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN DMC A422 1 . ■ ■ ■ ■ ■ / ■ ■ ■ l ■ ? 1 ■ 1 ■ 1 ■ 1 ■ 1 ■ 1 ■ 1 ■ 18 ■ �:� ■ 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 I1j NPA II Ait.' bi I. k[A.,._. .i..J L' L._, ..I I : r1 1 0 2 0 3 0 4 0 5 0 6 0 7 IN 8 0 9 0 10 N 11 N 12 0 13 0 14 N 15 0 16 0 17 0 is 0 19 0 20 R P 0 OF 0 N ■ ■ 0 F ■ N D ■ N Z5 A 2 C Z OFF I X 1233 TYP "II IIIII " TI �H- 101 �31 I 11 J, '�j N11 All, L -J L _j L L J NE ............ rT- T) _4 F 7- -- ------- - "AL J I L I L J J A:ill ENLARGED CEILING PLAN J10 ENLARGED FLOOR PLAN 1/4" = 1'-0" 1/4" = V-0" Al 1/411 = 11-011 "ZA INTERIOR ELEVATION E5 INTERIOR ELEVATION 11411 = 19-011 A4 INTERIOR ELEVATION 1/411 = 19-091 CV 211 A7 INTERIOR ELEVATION 1/411 = 11-010 1,102 E10 INTERIOR ELEVATION 1/411 = 11-019 A10 INTERIOR ELEVATION 1/491 = 11-011 ■ 12 ■ I I —T 1 -T— -F— I I .. . . .. ..... . ...... ;� -j 3E VEST 1008] CC' [C:REI 7" 2424 IIPLJ A4 AE711 OFFICE 01 der 3 Al i5) 'rldl tot E 5 F M TLT . ..... .......... 1"W TL TL,LL,LL,L jLL'L ..... .. ... JAN 1003 31004Flooi FAII A601 AS AS A601 5T O.H.O H Al2 Al2 L 12,_1 --1 L L -L r r 13 0 1 A OPEN A14 INTERIOR ELEVATION 11411 = 19-011 KEYNOTE LEGEND CEILING LEGEND 06 61 0OA02 quartz surfacing 'L . .. ..... . .... '-L . .. .. ..... . 06 31 00A01 flush access door OS 21 16F01 gypsum board ceiling suspension system 09 51 00A01 suspended acoustical panel OS 21 16F0I gypsum board ceiling suspension system ceiling system 12 36 OOE01 solid surfacing countertop 09 51 00A01 suspended acoustical panel ceiling system GENERAL NOTES 1.135 vending machine (n1c.) 5.051 fire sprinkler head 1,139 printer (n.ic.) 1233 wheelchair (n.f.c.) 1,401 bookcase 1,101 see Door Schedule for door 6,011 supply air diffuser type 1.102 see Door Schedule / Frame Types / Glazed Opening T9pea for glass 6,051 return air grille 4,205 mop sink (floor mounted) 4.303 drinking fountain 5.051 fire sprinkler head 6.011 supply air diffuser 6.05 return air grille 6.101 exhaust air grille 6.101 exhaust air grille 1.101 fluorescent light fixture 1.102 downlight fixture 8010 see technology drawings for 1.101 fluorescent light fixture type and size 1,102 downlight fixture 0 EQUIPMENT LEGEND GENERAL NOTES 1. ALL CEILINGS TO BE 9I-01 UNO 2. ALL SOFFITS OVER CASEWORK TO 45115-000 coffee maker, automatic, 3-5 warmer BE 11-21 UNO 3. COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWINGS �-3=A I OF "to A 16 73 il- ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T S 04.15.16 CONSTRUCTION DOCUMENTS ENLARGED PLANS AND ELEVATIONS - WAITING AREA PROJ. NO. H-15021.00 SHEET DRAWN DMC A511 ■ 2 ■ 3 6 ■ 7 ■ 8 ■ 15 0 16 N 17 0 18 0 19 N 20 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 AAC001 744 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ <" ■ 8 ■ 9 ■ €0 ■ ;1 ■ 2 ■ 13 ■ 14 ■ 15 ■ 6 ■ 17 ■ 18 ■ 19 ■ 20 EQUIPMENT LEGEND KEYNOTE LEGEND 2xxxx-@@i light, exam/procedure, single, @6 41 @@.C@1 plastic laminate faced base ........ E VENDOR DRAWINGS FOR g 56621-@@1 cabinet ceiling 54414-@�8 R C ,,ILiNG LOCATIONS 25868-@28 dispenser, soap, wall mtd 54436-06@ 4626@-@25 @6 41 @@.C@2 plastic laminate Faced wall CORK cabinet 2xxxx-@@1 26084-014 dispenser, paper towel, surf 2xxxx-@@1 12C1 4'-10' @6 41 @@.C@6 plastic laminate faced file ' ; 55@@2-@@@ CLEAR drawer F 26544-@29 headwall flatwall recessed , , t t , : ~ 1. 06 @@ G lactic lam Hate faced 43�@8-II@ dis enser medication host - - -- ,,P. k.F # , , -_u�.- �aGc� - a---- -sE r l; [� i1 ��- ,� tl r �I� ? @9 21 16F@1 sum board ceiling 1 (main) .. > «. jp <:: `:, £ Ej s:.k - '° I�----�II t` III----�II EXAM 35 II II IIII III w; NURSE gyp 11-1 Iltl II II II P . II pl IIII EXAM 38 E AM i ,III, ,III o sus ension age tem A II >i II II II II III p E< tlA II I II I II 43�11-@@@ dispenser, medication, single 1 � _, __�� « 12@3 1 @5 . �I -- _ 'a 12@� �° _ __'"i STATION " I l4 d ) - - - --- @9 51 @@.A@I acoustical anal I _ - suspended aco US t column doors) p I 44361 @I5 stand, chrome e;` �, t 1_.. �. I i.� �'" ceiling syatem 1. I and IV chr e < % « 1 - o ��- o 10 26 01.501 wall guard 45134-002 coffee maker, single cup 0 \ - - - - / - - - - - x _ _ -, v -J� 1 i@ 51 @@A@3 lactic -laminate -clad locker -1_: 4626@-@25 stand, ma o, foot -operated �'`�`� - - -- - m ril - - - r1 - - - z >�� p ,, , , L' =I�m I_ -- �} �, lily �1 w �; 23.AOI flat panel wall mount O O 46822-@@@ printer, laser, multifuc tion � II 12 11 _,��. I II = ,�o 1 -- ; ' ■ . O ,, E 11 52 �_° 8'-@' AFF. .) "�` V J�" % 4 A512 8 @@E@1 solid surfacing countertop �� I 54103-043 oven, microwave, countertop .z - - - - - - - - - - - - - - - L -� `�� = �� - - - - - - - - JJ 12 36 �..Nli L�15 A512 Al2 _ _ / /12 36 @@.E@2 solid surfacing countertop with �1154414-018 stool, exam, cushion -seat --7 �_'- s G'' 4 -� -_r � - _� �L �'�, / \a 1� integral sink N1f ,F ve y I, of _ i _ i / r r� her, procedure/reco r __ _ - _ 11 Al �y -_ GENERAL NOTES �,E z 1, 54436-@6@ stretc a � _ � �� refrigerator, domestic, 1 11 L EPo 54942 @46 - - - - - - - - - - - .,.i w/freezer 5 n8 hI 1.402 �"`1 1 II 11 u I II 11 11 II a3 @t, i.<"�a - t' :,,4 I I t j i as y 1 u w£ E z 55@@2-@@@ stool, step, Stackable rx ��� �� �-- [r-- �J �` -� 1 @-020 refrigerator, commercial - a¢ 56@5 c �` ' ` � � 9 � 14@2 furniture allowance i I;5 I,t �.. r « _.: -"� , D S' ■ ,, .. 4361-@15 :;, DoorSchedule for door _- : - - __ 1.�@1 see D �: w._ - - 1 :wE O _ W.. ---- .....,.,, _ O. O 56821-@@1 cart su I drawers ----- 1. . .,... :,: t. y _ F e . J y u,.., pp t t. ..a :,._.... .� .j.t . t:,, :, A,,, ` ,, t,4 P- - TLT WR a I C} 1: D4 A61 l2 Y , E ! " , .6'. , , - x fix. i<.S: _ &u _ :Y t SH I. 4.2@3 sink ,_....,...... j(5 i ( i - <"f, - El E': ! - - .. ., E :.: - - . , . -. 2 t �i , , , > .' l p 3 _# 12 8 222 1.x. , . ,� >i - aems:: , i I _, I __ < _ _ 8 0 5.@51 firesprinkler YF ,, .? ..: TLTad :Y 4 33 ::. , .e .,_-, - : .. ,: 1. -.# �.] 4�,',Snw',,, .1 P_ �E'-PF`°�* i 1 he _- _� �? � O � ��� t i ,r D15 TLTri i 6.@il su l air diffuser b P 12@6 > „, t,, ,I �, "' Q . 1 O,, E , . 3tt � > � .� , pp y .. .,. 3..t. ..a E ' F 1204 I E: a E ;i A r _ 6.@51 return airgrille 4 ,I E 9 ,a -s. I, " >,.,., , :€ ,,.«,«:« �,. ,«,«_ _..,_<.,� � �, � LLI- CORK _.. I I 1(0,101 exhaust air grille E , 1, I I : ,, - _ ., . , _ ..,. . 6 I1.,.-. IE,r, ._ _, _,« fluorescent fixture i yy 12C2 � 1@1 uo Scent light ,..,,..y„«�-u...11- ... .....- x. ,. X.v.2`,a¢.Wirax8c8mYA, i gs .. t. ' e , - . . . . . , .,e. S d 1 � , � , .. � '. .:St,.e. �'... . . -. .. .. ::. .:.. -.. '. l� :. ., .. t 9 `H� F�.� ,xyr.t .t',i �� fi ].., Al 1@2 g O a �_ downli ht fixture 1.11�O O 0 o gg g I ,. E �. > ,', ;. I I ,, ��,��: 5d � � NOTE'01 BR , .. .,, _ . I 10 E M5 I . Pd�.,1"«:; ..- LA5T TWO EXAM R00 2I 1223 .. .._ , > _ ,m_«,,,..,.. . _: - ,. 5 1I TLT I TLT TLT I m F. 1. . .., rim D A512 I----� I - -- CEILING LEGEND e I i >s - - - - . . E. E.p �. ,�-'. `, _ : ,. ..,x'o F y...: : .._ _ ._._i E�„„..... -1 -1 E'i, ,` > s E , 1244 1 1246 1248 , 1; 1 AUpT OUTS N T ASE 2 0 0 0 uE E £.t _ N w.ro, Q Q I - - _« - EL i I I, i ,. . _ . ., ,>,l: T _. " ;, i , . ur..,.w - - - sum board I t,; ._ 1-1 U N I X- i zo @9 21 16F@1 gy and ceilin is 1 ;s <3 " - i =P :s ) j _ _ sus enaion s stem I �� . 1. s G a' < - . . ,a. ,�, s s ,&- ! '. I a ? rat s Y : "- � I N I I IIII I I - 8 ■ I I I �m V i edll, ' 1I 1 hx ( w w �s 51' L J Jl IL Jl IL J IL 1 L Jl ■ 1 :FS .. a s i 3 [ 41:F - - lL - - - _ - - ,s - _ - _ ,i I M ✓ ~ 1 r 1 , �, :,.:. i p.« .. �- .,....... d .. .... , ....__. 1_I _A, ' I L @ 5 @ @ sus ended acoustics) i. S 9 i i x as i a a ea. IpI IjI� II E NURSE 9 1@ .A 1 p e i z w#; / - -- / - = - -- \ �T 5TAT10 panel ceiling syatem 3 I i I i ., { a .._... ;_..X1s n X, 7-3 fit: 8'-@' AFF.------- _ , 2 E _ T _� -T L� =4l-1 1225 ,f � 1. , I I , ]� - s- ;; + r-a I s ,r.:�;4 � J ''%i'ic I' f�=''ia 'I n t ten°' E �K, = n-8 11 rn-� h=1�-m �I WI > ___._ y ; I i ! - O: r:. O i , ;ea+j�«. --- i� n n rI i I e £ i ! i , it , - . , '.' O .:,: :«.: .. i`1 ��. _ /�' ,�� / LQ l -~a ", - _ fire sprinkler head 1 I E......_.. _.. 1__... f st, �r45 F& ''d;j /� /� " ��I a 5.@51 p m. } II } is _11 \ \ A4 A512 �J e ! I ;, i C a t . ; ,( . I i 3y 4 ! P : i SAE � '��� - - J <a[ . %_ s i i . _ _. _. ..... +`j E i E 1 I P? 'i. e i S w a.+vn-.wvvu u ,n, t N~ EX =_ - E _ - 2 6.@II pp y air diffuser ryt.i :1,,,a,hHww . ,„t AM 2� XAM �'� XAM 6 $. au I> i _ `�`H` # E .. ? i II II IIII IIII IIII ....... __..... s t ...,...... ... ......... ,.,.. ......:.. , .. ._... 9a , IIII Intl I'. IIII III II II R. I j [ _ 124i yxp i ; " .I: IIII III II I- - II IIII IIII II I 2 3 ; 1245 I8! i p uu IIIII IiI I,I 11 Iuo a 11 f =E 1 a :`t -- __ -- L_ -- __ -- "� J _ J J� i d iI �i _ .. ;! - - - ... i F. Q Y .y ,. ... h t. r. Y, vi a ,. .,. { �. r s C; E , , Y.+ k ...._.-.... _._....... .......... ,.. i.... .... -. k 1 E .n ..R. I «, n a...m.®, m ...>... t i 3 6 @51 return air grille -) _ CORR ■ 12C3 ■ 6,101 exhaust air grille E .: J1 ENLARGED CEILING PLAN J10 ENLARGED FLOOR PLAN 1.101 fluorescent light 1/4" = 1'-0" 1/4" = 1'-0" = fixture IN 1.102 downlight fixture H AS E11 E15 E11 0 H 6IY(0, 6'I 6�1.@14 ,-@,I'- ' 2'-@' '-@' 1' 1 @14 3�_2� 1�_ 2�_ '-1 1/2' 3'-6' GENERAL NOTES 541@3-@43 1. ALL CEILINGS TO RE 9'-@' UNO ■ @6 41 @@.C@2 @6 41 @@.C@2 2. ALL 50FPITS OVER CASEWORK TO GP-01 CP-01 @6 41 @@.C@2 541@3-@43 �'� 26544-029 �E � -2 UNO 26@84-@14 N lI< ,.�-`� � --.. 541@3-@43 N _ii ::J_. �; 26@84-@14 56821-@@I � � 626@-02 3. COORDINATE ALL CEILING MOUNTED - EQUIPMENT WiTH VENDOR DRAWINGS 25868-@28 N 1 , 7---- ----� �' �_ 0 Y C - i11 `� I II 'A � F � 25868-@28 � � 54436-@6@ 1@ 51 @@.A03 ' - _ 11 12 36 @@.E@2 45734-@@2 1 I 1 46822-@@@ 1000 SEAL N -Q - 0 - - � - i �� � _ _ _ _ _ � 4_ E 0 011 W_ 1''1 s�� Fx, 6 HIGH 11 ® N of r - - W_ 4 : . N H 1 SQ-@5 �, H _ L - J r l �-- o --i l.i@1 _ w r 11 l � w z ,\ , Or � �� _ - L F-= -1 �;,-------�: _ _ O Z �y f• -- o - -i ■ �< 1< 11� U- 54942-@46 - �I z ® - l _ ood� � :6 . x ■ a r �1r _ a 54942-@46 = _ - `, _ 4.2@3 ,, e --il '. Iti 00011 4,2@3 _ n; M, „ �000� ---- -- --ill € 11 r. �� 3 1 -@ 21- 2'-0' '-@' 1'- ' 2'-6' 2'-6' 2 -6' �11 ` .m ��'°°s 1I_@� F_ei:�� 12'-9' @6 41 @@.C@6 1@ 26 @1.801°g @6 41 @@.C11 CP-@1 ?E 1-1 __� I "I _ d'i�f s F�8 9 l I I d CP-@l All A8 AS A11 61 bi PAUL L. MACHESKE AR0016073 ■ 6, FLORIDA HOSPITAL r-, zephyrhills E E1 INTERIOR ELEVATION E4 INTERIOR ELEVATION E8 INTERIOR ELEVATION E12 INTERIOR ELEVATION E15 INTERIOR ELEVATION ED EXPANSION & ORTHO 114" = 1'-0" 1223 BREAK 1/4" = V-0" 1219 NURSE STATION (NOURISHMENT) 1/4" = 1'-0" 1219 NURSE STATION 1/4" = V-0" 1203 EXAM 1/4" = 1'-0" 1203 EXAM RENOVATION c E15 E15 D 67 67 a unton a �e ■ 3 -@ 3 -@ 1 it1.@14 11 52 23.A@1''. 1 -@\ I I 2 @ 1.@14 @6 41 @@.C@2 r __ 06 41 @@.C@2 A R c H► T E' T S 26@84-@14 _ _ - 1 ® 25868-@28 1.1@I 25868-@28 - IJ _ _ _ J1 'tea / N 26@84-@14 \ 12 36 @@.E@1 N 1 DATE SUBMISSION NO. E U E U E U N �: I-' �[, _- �I 43�@8-11@ - ��' - I ®o o� o0 12 36 @@E@2 �11 L '�� 46822-@@@ _ - _ _ , _ _ _ 12 36 @@.E@2 0 @4.15.16 CONSTRUCTION DOCUMENTS -N � I 11�j _ _ 4626@-@25 " � �� - - - JI 43�11-@@@ =-a � - - ���L J �,,� I I �__. 0 1 ��0 I 1 I a CC% �I [] IM II 1 - - 1 - - - 11 I - , I 1 N I MII -- I----11 cv - - - � @6 41 @@.C@6 2'-6' 2'-3' 3' '-6' ' 6' B11 6'-6' 8'-8' 4'-@' S4414-@18 @6 41 @@,C11 ,415 56@5@-@20 12'-8' --� 6� All AS A4 E11 All AS _ ■ 6� 6'I 67 6i 6� 6� ■ :� ENLARGED PLANS AND ELEVATIONS -EXAM ROOMS tt PHASE 1 \> Al INTERIOR ELEVATION A4 INTERIOR ELEVATION A8 INTERIOR ELEVATION Al2 INTERIOR ELEVATION A15 INTERIOR ELEVATION PROD. NO.H-15@2,.@@ SHEET �( DRAWN DMC M 1/4" = 1'-0" - I1/4" =1'-0" 1225 NURSE STATION (MEDS) 1/4" = 1'-0" 114" = 1'-0" 1203 EXAM 1/4" = 1'-0" 1203 EXAM A512 ....j -3 1-1, I ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ �� ■ 8 ■ ■ 100 ■ 11 ■ 12 ■ 13 ■ 1=1 ■ 15 ■ 16 ■ 17 ■ 1 ■ 19 ■ 20 c,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 2*1 Q I I- m-_ ,-__n. ,ter- T -__-' r n i -- - 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ €' ■ 8 ■ 9 ■ 10 ■ 11 ■ 1.2 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ is ■ 19 ■ 20 EQ . EQ '-3' - J izhhe.ti- N1 ENLARGED CEILING PLAN N6 ENLARGED CEILING PLAN N11 ENLARGED FLOOR PLAN 1/4" - 1'-0" 1/4" - 1'-0" 1/4" - 1'-0" 4'-4 1/2, 6'-31/2, II A 113 E15 J1 ENLARGED FLOOR PLAN 1/4" = 1'-0" 1010 WORK AREA E1 INTERIOR ELEVATION 1/4" =1'-0" 1010 WORK AREA J6 1/4" = 1'-0" INTERIOR ELEVATION E6 IE -1010 WORK AREA C 1/4" = 1'-0" J10 INTERIOR ELEVATION 1/4" = 1'-0" 1025 REGISTRATION A8 INTERIOR ELEVATION 1/4" = 1'-0" J13 INTERIOR ELEVATION 114" = 1'-0" 1025 REGISTRATION E12 ENLARGED CEILING PLAN 1/4" = 1'-0" Al2 INTERIOR ELEVATION 1/4" = 1'-0" 1 ■ 2 ■ 3 ■ 6 ■ d ■ 3 ■ 9 ■ 10 ■ 11 ■ 12 13 ■ 14 KEYNOTE LEGEND CEILING LEGEND 06 41 00.001 plastic laminate faced base cabinet 06 41 00.0O2 06 41 00.006 plastic laminate faced wall cabinet plastic laminate faced file 09 21 16F01 gypsum board ceiling suspension system drawer 06 41 00.C11 09 21 16F01 plastic laminate faced panel gypsum board ceiling suspension system 09 51 00.A01 suspended acoustical panel ceiling system 09 51 00,A01 suspended acoustical panel 12 36 OOP01 ceiling system solid surfacing countertop 5.051 Fire sprinkler head 12 36 00,E02 solid surfacing countertop with ° integral sink 12 36 00,001 countertop support bracket 6,011 supply air diffuser GENERAL NOTES 1.014 soffit 6.051 return air grille 1.101 see Door Schedule for door type 1,102 see Door Schedule / Frame 6.101 exhaust air grille Types / Glazed Opening Types 5.051 for glass fire sprinkler head 6.011 supply air diffuser 1.101 fluorescent light 6.051 return air grille 6.101 exhaust air grille fixture 1.101 fluorescent light fixture 1.102 downlight fixture 7.102 downlight fixture O EQUIPMENT LEGEND GENERAL NOTES 2xxxx-001 light, exam/procedure, single, 24811-032 25868-028 26084-014 ceiling ice machine, dispenser, nugget, countertop dispenser, soap, wall mtd dispenser, isenser, paper towel, surf mtd 1. ALL CEILINGS TO BE 9'-0" UNO 2, ALL SOFFITS OVER CASEWORK t0 BE 1'-2' UNO 3. COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWINGS 43106-110 dispenser, medication, host (main) 53836-008 hamper, linen 54266-042 scale, clinical, adult, digital, floor 54436-060 stretcher, procedure/recovery 54681-002 waste can, bio-hazardous, 120al 55421-012 scale, clinical, infant/pediatric, digital 56050-020 refrigerator, commercial, undercounter u E16 ENLARGED FLOOR PLAN 1/4" = 1'-0" A16 INTERIOR ELEVATION 1/4" - 19-0" SEAL OF Ft b� fia C". M R1 -73 II L MACHESKE AR001 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton WE A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS ENLARGED PLANS AND ELEVATIONS - TRIAGE, WORK AREA & REGISTRATION PROJ. NO. H-15021.00 SHEET DRAWN DMC A513 ■ 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 ■ 2 ■ 3 ■ 4 ■ 5 ■ � ■ 7 ■ 8 ■ 9 ■ 10 ■ i ■ 12 ■ 13 ■ 14 ■ 15 16 ■ 17 ■ 16 ■ 1 ■ 2.t� R ■ i` ■ 0 N ■ ■ L ■ i ■ H ■ G ■ F E ■ ■ C ■ A S� N6 ENLARGED CEILING PLAN 1/4" = 1'-0" J6 INTERIOR ELEVATION 1/4" = 1'-0" 1126 ISO EXAM A8 1/4" = 1'-0" L 44361-0157-- ; 54436-l: 1,7 91111 _.. a E E XAM 2 ISOLATION a A514 J13 46o 2E0- 1125 rr =�� �'.....',' 11 2xxxx-� f AM,3 ISOL [ON i 1126 = F Ell _M.... u N11 ENLARGED FLOOR PLAN 1/4" = 1'-0" J10 INTERIOR ELEVATION 1/4" =1'-0" 1126 ISO EXAM INTERIOR ELEVATION I. e- i I 0 n n � tl R n fti 1 ]'-61I. 2140" J13 INTERIOR ELEVATION 1/4" =1'-0" 1126 ISO EXAM E12 ENLARGED CEILING PLAN 1 /4" = 1'-0" Al2 INTERIOR ELEVATION 114" = 1'-0" 1 12 36 00.E 02 1 CV 06 41 00.C11 KEYNOTE LEGEND CEILING LEGEND 06 41 00.CO1 plastic laminate faced base cabinet 06 41 00.C11 plastic laminate faced panel 09 21 16POl gypsum board ceiling suspension system 09 21 16,F01 gypsum board ceiling suspension system 09 51 00.A01 suspended acoustical panel ceiling system 11 52 23.A01 Flat panel wall mount 12 36 00.E02 solid surfacing countertop with 09 51 00.A01 suspended acoustical panel ceiling system integral sink 5.051 fire sprinkler head GENERAL NOTES 0.122 existing headwall to remain 1.402 furniture allowance 1.101 see Door Schedule for door 6.011 supply air diffuser type 4203 sink 5.051 fire sprinkler head 6.011 supply air diffuser 6.051 return air grille 6.051 return air grille 6.101 exhaust air grille 6.101 exhaust air grille 1.101 fluorescent light fixture 1.102 downlight fixture 1.101 fluorescent light EQUIPMENT LEGEND fixture 2xxxx-001 light, exam/procedure, single, o 1.102 downlight fixture ceiling 25868-028 dispenser, soap, wall mtd 26084-014 dispenser, paper towel, surf mtd 44361-015 stand, IV, chrome 46260-025 stand, mayo, foot -operated GENERAL NOTES 54414-018 stool, exam, cushion -seat 54436-060 stretcher, procedure/recovery 55002-000 stool, step, stackable 5923-000 table, exam/treatment, manual adjust I. 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 56821-001 cart, supply, drawers E15 ENLARGED FLOOR PLAN 1/4" = 11 -0" A15 INTERIOR ELEVATION 1/4" = 1'-0" SEAL F a AR UL L SKE AR0016073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton A R C H I T E C T S 04.15.16 CONSTRUCTION DOCUMENTS ENLARGED PLANS AND ELEVATIONS - FAST TRACK & EXAM ROOM PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN DMC A514 .......J R ■ I" ■ 0 N M ■ L ■ K ■ ai ■ i ■ G ■ F E ■ D ■ C ■ ■ ■ ■ ■ 4 ■ ■ ■ ■ ■ ■ 10 ■ 11 ■ 12 ■ 1.3 ■ 1= ■ 16 ■ 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 ■ ■ ■ ■ ■ U ■ ■ w ■ w' ■ ■ ■ 1213■ 14 611■ 19 N1 INTERIOR ELEVATION 1/4" = 1'-0" OBSERVE CARE J1 INTERIOR ELEVATION 1/4" = 1'-0" OBSERVE CARE I1 III 'Il II I II 111 I II I I I. II II ti, II II Illl II II II I I E1 INTERIOR ELEVATION 1/4" = 1'-0" OBSERVE CARE Il 11I 11 fl I- 11 11 II ! II 1! II I I II II II II it IIII III III _ I y I; ----- 71 I I IIII II to l III II I y I L4:j.40D E4 INTERIOR ELEVATION 1/4" = 1'-0" OBSERVE CARE 26084-014 12 36 00,E 02 SQ-05 0 - � 0 Cq 1Y12� 36/%JJ� 00,E 01 N J8 1/4" = V-0" CP-01 ENLARGED CEILING PLAN 51.01 E8 INTERIOR ELEVATION 1/4" = 1'-0" OBSERVE CARE SQ-05 CP-C1 TYP, 9'-O' AFF. E15 6364-053 611 2446-006 4'-6' 1" 2'- 2'-0' 4016 - 000 1014 _(0 10W 06 41 CO.CO2 E CP-01 ° - - - a6m84-014 L i CIA .A® 000 12 36 00,E 02 SL M N �-06 41 00,C11 06 41 00.001 NOTE; CP-01 COILING DOOR NOT SHOWN All NN FOR CLARITY 61 KEYNOTE LEGEND CEILING LEGEND 06 41 OC.001 plastic laminate faced base cabinet 06 41 00,CO2 plastic laminate faced wall cabinet 06 41 00,C11 plastic laminate faced panel E] 01121 161:01 gypsum board ceiling suspension system 08 33 23,AO3 interior overhead coiling door 09 21 16F01 gypsum board ceiling suspension system 09 51 00,A01 suspended acoustical panel 09 51 00,A01 suspended acoustical panel ceiling system ceiling system - 09 54 16,A01 suspended luminous ceiling system 5,051 fire sprinkler head 10 21 23,A01 cubicle track ' 12 36 00,E01 solid surfacing countertop 12 36 00,E02 solid surfacing countertop with integral sink 6,011 supply air diffuser GENERAL NOTES E 6.051 return air grille 1.014 soffit 1,402 furniture allowance 1,101 see Door Schedule For door type 1,102 see Door Schedule / Frame Types / Glazed Opening Types 6.101 exhaust air grille for glass 4,202 lavatory (counter mounted) 4203 sink 5,051 fire sprinkler head 0 1,101 fluorescent light fixture 6,011 supply air diffuser 6.051 return air grille 6,101 exhaust air grille 1,102 downlight fixture 1,101 fluorescent light fixture ° 1,102 downlight Fixture 1, ALL GENERAL CEILINGS TO NOTES BE 9'-0' UNO 2. ALL SOFFITS OVER CASEWORK TO EQUIPMENT LEGEND BE 3. COORDINATE EQUIPMENT 11-2' UNO ALL WITH VENDOR CEILING MOUNTED DRAWINGS 2xxxx-001 light exam/procedure single ceiling 22446-008 bracket, monitor, physiologic, wall mtcl 25868-026 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 53836-006 hamper, linen 54414-016 stool, exam, cushion -seat 54436-060 stretcher, procedure/recovery 54681-002 waste can, bio-hazardous, 12gal 54688-015 waste can, open top, 23gal '-8 1/2, R, 46260-025 A 8 4444361- 015 E436-060 - - �A5} Al2IT II;� r' 53836-008 54688-015 _ A16L J 0 � I 54661-002 I E XAMI 10 L xxxx-001 SEC RE 54414-018 SEAL HOD \ IIII uU 111���F/ 3 148 I� _.. h\I\ \ -"� ECR �. 08 33 23 A03 VEST PAT 'TOILET- F '1I41 514 --� E16 ENLARGED FLOOR PLAN 1/4" = 1'-0" SECURE HOLD r PAUL L. MACHESKE AR0016073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton s •93 A R C H I T E C T S DATE SUBMISSION NO. 04,15,16 CONSTRUCTION DOCUMENTS ENLARGED PLANS AND ELEVATIONS — SECURE HOLD AND OBSERVE CARE A4 INTERIOR ELEVATION 1/4" = 1'-0" OBSERVE CARE A8 INTERIOR ELEVATION 1/4" = 1'-0" SECURE HOLD Al2 INTERIOR ELEVATION 114" = 1'-0" SECURE HOLD A16 INTERIOR ELEVATION 1/4" = 1'-0" SECURE HOLD PROJ. NO. H-15021.00 SHEET DRAWN DMC A515 ■ 1; ■ ■ 5■ 16 ■ ■ ■ 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 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ s 1 ■ ■ 13 ■ 14 ■ 15 ■ ;: k ■ ■ ■ ■ ---_I Q 0 N1 1/4" = 1'-0" INTERIOR ELEVATION r, • i, 10 i, : �, J r N4 INTERIOR ELEVATION 1/4" = 1'-01 " 09 30 00,4031 10 18 001101 10 28 00F01 v 4208 6 f KEYNOTE LEGEND Ob 41 OO.CO2 plastic laminate faced wall CEILING LEGEND cabinet 06 41 OO.CIi plastic laminate faced panel 09 21 16F01 gypsum board ceiling 09 21 16FO1 gypsum board ceiling suspension system suspension system O9 30 00,403 porcelain tile 09 51 00,A01 suspended acoustical panel ceiling system p 09 51 00401 suspended acoustical panel ceiling system EXAM 10 26 01,401 rigid sheet wall protection r._ 10 28 OOFOI toilet tissue dispenser - °� 1106 SOIL HOLD ��_, surface mounted 10 28 0OW I seat cover dispenser - surface 5.051 fire sprinkler head ae mounted ' "s 1028001101 grab bar - wall mounted 10 28 00N01 Framed mirror Li 12 36 OO.E01 solid surfacing countertop 6.011 supply air diffuser 12 36 OO,EO2 solid surfacing countertop with Integral sink ;q \ i /' TLT J4 A516 N4 k 6.051 return air grille GENERAL NOTES 1.014 sof fit 1.101 see Door Schedule for door type 4201 lavatory (wall hung) 6,101 exhaust air grille 4W3 sink 4. 08 water closet (floor mounted) u� u� 5,051 fire sprinkler head 6,011 supply air diffuser 1,101 fluorescent light ej e � 6,051 return air grille 0 fixture �<I i> 6,101 exhaust air grille 1,101 fluorescent light fixture NURSE E14 1,102 downlight fixture 1,102 downlight fixture STATION E1 g i,109 pendant light fixture ° 4516 A516 Al 1105 A516 EQUIPMENT LEGEND MEDS A14 NOURISH GENERAL NOTES - - 25868-028 dispenser, soap, wall mtd 1, ALL CEILINGS TO BE 9'-0' UNO T — _ T 26084-014 dispenser, paper towel, surf 2. ALL SOFFITS OVER CASEWORK TO L--J ---- L--- - mtd BE 1'-2' UNO 43108-110 dispenser, medication, host 3, COORDINATE ALL CEILING MOUNTED (main) EQUIPMENT WITH VENDOR DRAWINGS 43111-000 dispenser, medication, single A516 \ column (4 doors) 45134-002 coffee maker, single cup CLEAN ES �- - 54103-043 oven, microwave, countertop �? u: 1104 l 1-454942-046 refrigerator, domestic, w/freezer - 56050-020 refrigerator, commercial, undercounter J1 INTERIOR ELEVATION J4 INTERIOR ELEVATION J8 ENLARGED CEILING PLAN J14 ENLARGED FLOOR PLAN 1/4" _ 1,_010 _ 1/4" _ 1,0" 1/4" = 1'-0" 1/4" = 1'-0" E1 1/4" = 1'-0" INTERIOR ELEVATION Al INTERIOR ELEVATION 1/4" = 1'-0" 1105 NURSE STATION Ell 67 MR E8 1/4" = 1'-0" 4.201 e '-6' INTERIOR ELEVATION 26084.014 25868-028 E14 INTERIOR ELEVATION 1/4" = 1'-0" Ell E15 61 6'1 1,014 3'-0' _1'-3 9'40' 1�3'- 3'-0, ,4103-043 5734-002 4103-043 FAA 1�='71 r WAMIL �' ■ � 7 r�l Ell b A14 INTERIOR ELEVATION 1/4" = 1'-0" 1105 NURSE STATION (MEDS/NOUR) MR 06 41 00,CO2 12 36 OO.E 02 26084-014 25868-028 4.203 06 41 OO.Cll 56050-020 43108-110 SEAL 0 10010073 FLoRiDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION 1* * Hunton • A R C H I T E C T S DATE SUBMISSION NO. 04,15.16 CONSTRUCTION DOCUMENTS ENLARGED PLANS AND ELEVATIONS - NURSE STATION PROJ. NO. H-15021.00 SHEET DRAWN DMC A516 r -5 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 ■ ■ ■ ■ q ■ w ■ ■ ■ ■ ■ i ■ ■ ■ ■ ■ ■ ? ■ w a N1 INTERIOR ELEVATION 1/4" = 1'-0" 2103 RECEPTION H1 INTERIOR ELEVATION 1/4" = 1'-0" 2103 RECEPTION I Q 1M1 D1 INTERIOR ELEVATION 1/4" = 1'-0" 2253 NOURISHMENT Al INTERIOR ELEVATION 1/4" = 1'-0" 2225 SOIL RM D4 INTERIOR ELEVATION 1/4" = 1'-0" 2223 NURSE STATION A4 INTERIOR ELEVATION 1/4" = 1'-0" 2227 NURSE CHARTING 1/4" = V-0" 1 2223 NURSE STATION H7 ENLARGED CEILING PLAN 1/4" = 1'-0" 2223 NURSE STATION D8 INTERIOR ELEVATION 1/4" = 1'-0" 2223 NURSE STATION E15 61 1,014 '-6" 2'-6' 06 41 OO.CO2 26084-014 25868-028 v 12 36 00.E 02 06 41 OO.001 All AS 61 G 61 A8 INTERIOR ELEVATION 1/4" = 1'-0" 2222 CLEAN/MEDS D12 INTERIOR ELEVATION 114" = 1'-0" 2223 NURSE STATION rAmwLu-.-.-.-p-4 INTERIOR ELEVATION 1/4" = 1'-0" 2222 CLEAN/MEDS KEYNOTE LEGEND 06 41 OO.CO1 plastic laminate faced base CEILING LEGEND cabinet 06 41 00.0O2 plastic laminate faced wall OS 21 16F01 gypsum board ceiling cabinet suspension system 06 41 00.CO3 plastic laminate faced tall cabinet m �, 06 41 00.C11 plastic laminate faced panel 09 51 OO.A01 suspended acoustical OS 21 16FO1 gypsum board ceiling panel ceiling system suspension system 0S 51 00.401 suspended acoustical panel ceiling system 12 36 00.EO1 solid surfacing countertop 5.051 fire sprinkler head A4 4521 12 36 00.E02 solid surfacing countertop with integral sink 12 36 00,EO5 solid surfacing panel 6.011 supply air diffuser m z GENERAL NOTES iL_ 0.191 existing partition to remain 6.051 return air grille 1.014 soffit 1,101 see Door Schedule for door type 4,201 lavatory (wall hung) 4203 sink 6.101 exhaust air grille 4212 clinical sink (floor mounted) 5,051 fire sprinkler head 6.011 supply air diffuser 6.051 return air grille 1.101 fluorescent light fixture 6.101 exhaust air grille 1.101 fluorescent light fixture 1.102 downlight fixture 0 1.102 downlight fixture EQUIPMENT LEGEND GENERAL NOTES 1, ALL CEILINGS TO BE 9'-0' UNO 2. ALL SOFFITS OVER CASEWORK TO 5E 1'-2' UNO 3. COORDINATE ALL CEILING MOUNTED EQUIPMENT WITH VENDOR DRAWINGS 24811-032 ice machine, dispenser, nugget, countertop 25868-028 dispenser, soap, wall mtd 26084-014 dispenser, paper towel, surf mtd 43106-110 dispenser, medication, host (main) 43111-000 dispenser, medication, single column (4 doors) 46822-000 printer, laser, multifunction 54103-043 oven, microwave, countertop 54942-046 refrigerator, domestic, w/freezer 55831-015 cart, utility, wire 56050-020 refrigerator, commercial, undercounter D15 INTERIOR ELEVATION 1/4" = 1'-0" 2223 NURSE STATION A15 INTERIOR ELEVATION 1/4" =1'-0" 2222 CLEAN/MEDS SEAL ED EXPANSION & ORTHO RENOVATION Hunton Brady 04.15.16 CONSTRUCTION DOCUMENTS ENLARGED PLANS AND ELEVATIONS - 2ND LEVEL RECEPTION AND NURSE STATION PROJ. NO. H-15021.00 SHEET DRAWN DMC A521 ■ _. ■ ■ ■ �, ■ y ■ x ■ �. ■ ■ ■ ■ ■ ,_ ■ ■ ■ ■'. ■ .. ■ 19 ■ _. 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 ■ ■ 3 ■ 4 ■ ■ ■ 7 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 15 ■ 19 20 R 0 i_J IN r r, ■ ■ i H ■ G ■ Iw ■ E ■ D ■ C ■ I r^` ■ Y" a A M 6 IBM N1 INTERIOR ELEVATION 1/4" = 1'-011 2233 PAT RM — W1,1323'-6' 4'-0' E D_ 1.124 uII� 3 Ii�1 A 12 36 00,E01 S ED 1 J1 INTERIOR ELEVATION 1/4" = 1'-011 2233 PAT RM N4 INTERIOR ELEVATION 1/4" = 1'-011 2233 PAT RM cL BED FAMILY SIDE J4 INTERIOR ELEVATION 1/411= 1'-011 2233 PAT RM PARENT WALL CARE GIVER SIDE F. J9 ENLARGED CEILING PLAN 1/411= 1'-011 2233 PATIENT ROOM 9'-O' AFF, 4'-0' J13 ENLARGED FLOOR PLAN 1141'= 1'-011 2233 PATIENT ROOM KEYNOTE LEGEND J13 ENLARGED FLOOR PLAN 1141'= 1'-011 2233 PATIENT ROOM KEYNOTE LEGEND CEILING LEGEND 06 41 00.001 plastic laminate faced base cabinet 06 41 00.CO3 plastic laminate faced tall cabinet 06 41 00.C11 plastic laminate faced panel 09 21 16F01 gypsum board ceiling suspension syatem 09 21 16F01 gypsum board ceiling suspension system 09 51 00,A01 suspended acoustical panel ceiling syatem 09 51 00.A01 suspended acoustical panel ceiling system 10 21 23.AO2 cubicle curtain fabric 10 26 01,501 wall guard 10 26 OON01 framed mirror 5.051 fire sprinkler head 12 36 00.E01 solid surfacing countertop 12 36 00.E02 solid surfacing countertop with integral sink 6.011 supply air diffuser GENERAL NOTES 0,185 existing window to remain 1,124 markerboard (n.i.c.) 1.132 television (n,i.c.) 6,051 return air grille IA02 furniture allowance 1.101 see Door Schedule for door type 6.101 exhaust air grille 1.102 see Door Schedule / Frame Types / Glazed Opening Types for glass 4.201 lavatory (wall hung) 4.203 sink 0 1,101 fluorescent light fixture 5251 fire sprinkler head 1.102 downlight fixture 6.011 supply air diffuser 6.051 return air grille 6.101 exhaust air grille o 1.101 fluorescent light fixture CsENERAL NOTES 1,102 downlight fixture 8,010 see technology drawings for type and size 1. ALL CEILINGS TO BE 9'-0' UNO 2. ALL SOFFITS OVER CASEWORK TO BE 1'-2' UNO 3. COORDINATE ALL CEILING MOUNTED EQUIPMENT LEGEND EQUIPMENT WiTH VENDOR DRAWINGS 4xxxx-000 lift, patient, ceiling, 1 bed 25868-028 dispenser, soap, wall mtd 25813-024 board, white, dry erase 26418-029 bracket, TV, wall, flat panel 43422-001 bed, electric 44361-015 stand, IV, chrome 51954-000 television, 46-411n, flat panel 4 0 0 06 41 1 s , — — — — _ — 06 41 00.Cll 1.101 Ern D o 0 1.402 I o o 10 28 00N01 I V NC S O A E D DEVICES 1 3 25868-028 _ E 12 36 00E01 r l _. .._ SEAL , SL I i Em Ern @ _ _ €- O �° o 0 I 0 ? I t� 06 41 00.0O3 1 3a s r a £4 c 13C ... ,. _ m S £ ` l E .. .t YES'- ^` .r«aw� � a �e��'•a x €€ 4 r Ix CARE GIVER=51DE- Jill 3 43422-001 _ ` 5'-8' �- � I_ q �4 F �s� :P � 10 26 01.B01 _ ax° , F, Uas .�,. 1� x 61 1 ill C RoRiDA HOSPITAL Zephyrhills E8 INTERIOR ELEVATION E12 INTERIOR ELEVATION E15 ENLARGED CEILING PLAN ED EXPANSION & ORTHO 1/411= V-0" 2247 PATIENT RM 1/411= 1'-0" 2247 PATIENT RM 1/411= V-0" 2247 PATIENT RM RENOVATION 44361- 015 1.402 .25813-024 ` v 10 21 23,A02 I _ , 1.402 g ' u n do n � FAM I Y 43422-001 - ZON� ,n 26418-029 E D 1 A R C H I T E C T S 523 12 36 00.E01 12 36 00E01 e L - __ _ ,q i - DATE SUBMISSION NO. E D E12 I111 04.15.16 CONSTRUCTION DOCUMENTS CARE 1 11 „u '�� ••'v W_ m. CVER; i 1 M w M ZONE I 1 s E 0 77 10 10 1/2 PAT. RM 1.402 E TLT 2248 ; g ' 13 19, SP I, fl £ I S ENLARGED PLANS AND Al2 ELEVATIONS — PATIENT ROOMS A8 INTERIOR ELEVATION Al2 INTERIOR ELEVATION A15 ENLARGED FLOOR PLAN PROD. NO. H-15021.00 SHEET DRAWN DMC 1/41'= 1'-0" 2247 PATIENT RM 1/4" = 1'-0" 2247 PATIENT RM 1/4" =1'-0" 2247 PATIENT RM A522 ......j �.e II I I n ■ ° ° ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 T 11 j I J .. . .. I , i II. ,._I 1 11,11 11 i 1.1 RII.1.La W mY i1 l ..I III 1,11'iJRlll11 il,6h Ill ■ 11 ■ 12 ■ 13 ■ 14 I IT i I II ■ 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 il d1kh d ki Al-1'li, f e£, 11 — ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 IN 8 ■ 9 IN 0 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 IN 16 ■ 17 ■ 18 IN 19 020 KEYNOTE LEGEND 06 41 00.001 plastic laminate faced base cabinet 06 41 00.CO2 plastic laminate faced wall cabinet r ° 06 41 00.0O3 plastic laminate faced tall cabinet L 2'-3'`' 3'-0' -6' a' F7 10 21 23,A01 cubicle track 10 26 01.501 wall guard MULTIPURPOSE m -�'AT vTOILET RM 0 O 10 28 00N01 framed mirror 2229 2204 r 12 36 00f 01 solid surfacing countertop 12 36 00.EO2 solid surfacing , countertop with E, R integral sink a . r s GENERAL NOTES f 1.014 so f fit ll'-10' .402 furnfiture allowance TYP 1.101 see Door Schedule for door type ,412 3/8' �`' 1.102 see Door Schedule / Frame types / 5'-5 5/8, 5'-11 3/8, Glazed Opening Types for glass 4.201 lavatory (wall hung) [[ PAT RMEQUIPMENT E E N1 ENLARGED FLOOR PLAN N4 ENLARGED CEILING PLAN — 221 sin TL �' 1, 1 1 N LEGEND 1 t 6" 2211I 10 21 23.A01 4 z -� ca 3 s i. a - -- 22446-008 bracket, monitor, physiologic, wall mtd 25813-024 board, white, dry erase „ _ 1/4 - 1 -0 2229 PATIENT RM TOILET „ „ 1/4 - 1 -0 2229 PATIENT RM TOILET 26418-029 bracket, TV, wall, flat panel I. t I E15 E E1 A523 A11 CARE - _ n 10 21 23.A01 `.' - 43422-001 bed, electric 44016-000 monitor, h siolo ic, bedside p y g 44361-015 IV, �GIVER EJ n stand, chrome 45134-002 XONE E coffee maker, single cup A1�- - 54103-043 oven, microwave, countertop s 54942-046 refrigerator, domestic, w/freezer En I�f 1_jijl 51954-000 television 46-411n flat panel , I '� FAMILY\ �L ZONE 1 3 - I ,,� O O 43422-001 F J l 3 ••. .v wnenooee , >.owwsa,•e nem.g::e,wmx ..voes... , we.cum.H,_ `'' e aw.,-w.w.. w.._w.w-,.a 1.402 �ti J8 _ 523 WALL DEVICE LEGEND: J8 CASEWORK PLAN J11 ENLARGED FLOOR PLAN J15 ENLARGED CEILING PLAN E DUPLEX or QUAD STANDARD POWER Em = DUPLEX or QUAD EMERGENCY POWER D = DATA 3/4"=11-01' 1/41' = 11-01' 2212 TYPICAL PATIENT ROOM 1 1141' = 11-01 2212 PATIENT ROOM S = WALL LIGHT SWITCH 0 OXYGEN A = AIR V = VACUUM SL = SLiDE (SUCTION CANISTER) WP -- WALL PHONE NC-- NURSE CALL 26418-029 C5 = CODE SLUE 51954-000 '_8' 4'-4' 5C: 5ED CONNECTION (31 PIN) — — — — 10 28 00N01 ABBREVIAtIONB E D 1.101 MGO MEDICAL GAS OUTLETS -- 25813-024 s 06 41 00.CO3 12 36 00E01 y 24' Wx48'H 1.101 ` SEAL =�Q 2' 2 I I — - s 16 PAL° 10016073 JS J4 611 61 RoRiDA HOSPITAL Zephyrhills E11 INTERIOR ELEVATION E15 INTERIOR ELEVATION ED EXPANSION & ORTHO 1/41' = 1'-011 TYPICAL PATIENT ROOM 1/41' = 11-011 TYPICAL PATIENT ROOM RENOVATION Eil E15 61 61 22446-006 44016 - 000 6 Hunt(jn 0 06 41 00,CO3 4'-0' '-6' 3'-2" MGO 1.102 1,014 54103 - 043 I& 06 41 00.0O2Ll ° 1- °° 4'-4" m D ....., l } A R C H I T E C T S 54942-046 - - - - - ,� �� �_ �► 45134-002 4.201 r -� �- oo��oo� DEVICES 12 36 00.E01 DATE SUBMISSION NO. r ®� 12 36 00 E 02 Li _ , 4 8°;. 04.15.16 CONSTRUCTION DOCUMENTS CIO 0 o a---- 1 m _i - - � o rn -61 "jJ 1 ID 1 1 06 41 00.001 10 26 01.501 CARE GIVER SIDE 5ED 43422-001 All AS 61 61 ENLARGED PLANS AND ELEVATIONS - PATIENT ROOMS A8 INTERIOR ELEVATION Al INTERIOR ELEVATION A15 INTERIOR ELEVATION PROD. NO. H-15021.00 SHEET DRAWN DMC A523 1 1/41' = 11-01 2202 STAFF LOUNGE 1/4" = 11-011 TYPICAL PATIENT ROOM 1/41' = 11-0f1 TYPICAL PATIENT ROOM ■ 6 ■ ■ 12 ■ 13 IN 1 ■ 15 ■ 16 IN 17 ■ 13 IN 19 ■ 2 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 0 ■ N ■ r _• M l H i ■ F D ■ C ■ B w- �r �S A s� KEYNOTE LEGEND @9 30 0O A1'03 porcelain the 09 30 00,A05 glass mosaic the 10 28 00F01 toilet tissue dispenser - surface mounted 10 28 M1301 seat cover dispenser - surface mounted 10 28 001.01 soap dispenser - surface mounted 10 28 00,M01 grab bar - wall mounted 10 28 00N@I framed mirror 10 28 00201 diaper changing station - surface mounted GENERAL NOTES 1,101 see Door Schedule for door type 4201 lavatory (wall hung) 4.206 water closet (floor mounted) 4.255 prefabricated shower SEAL oF Ft/0 - � 09 30 0O A03 M NM a 09 30 @0,A05 @9 30 00,A03 TP-05 A ` x. TP-05 TP-05 .`' 10 26 @0 G01 09 30 00.AO5 �� 26084-@14 4,255 � TG-01 1,1@1 I@ 28 00,L01 4,255 I@ 28 @@M01 PAUL La MACHESKE AR0016073 '@ 28 @@.>g@' o E 1@ 28 @0N01 RoRiDA HOSPITAL 09 30 @O,A03 TP-05 Ze h chills `r 4.201 4.201 y ED EXPANSION & ORTHO 4.2@8 4.208 RENOVATION 1 @ 25 00F01 D4 INTERIOR ELEVATION D8 INTERIOR ELEVATION D12 INTERIOR ELEVATION D15 INTERIOR ELEVATION 0 Hunton 0 1/4" = 1'-0" 1204 - TOILET 1/4" = 1'-0" 1204 - TOILET 1/41'= 1'-0" 1204 - TOILET 1/4" = 1'-0" 1204 - TOILET A R C H I T E C T S 09 30 00.A03 TP-05 26084-014 09 30 @0.A05 @9 30 00,403 DATE SUBMISSION NO. 09 30 @0.A@3 TG-@2 10 28 @0 M01 @9 30 @0 A03 04.15,16 CONSTRUCTION DOCUMENTS ............ 1@ 25 0@G01 26054-014 10 28 00201 _. 10 25 00201 10 28 @0N@I 10 28 OO.Me1 10 25 @0 Z01 _ ......... _ _ E .;._.._ ..... LOa� �na. 4201 4,201 ... 10 28 @0F01 ..... 4,208 4.208 INTERIOR ELEVATIONS - TOILETS 1ST LEVEL A4 INTERIOR ELEVATION A8 INTERIOR ELEVATION Al2 INTERIOR ELEVATION A15 INTERIOR ELEVATION PROJ. NO. N-15021.00 SHEET DRAWN DMC A601========j 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-011 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 ■ 3 . 4 ■ 5 ■ 6 ■ 7 ■ 10 12 . 13 ■ 14 15 . 16 ■ 17. 1£ . 19 . 20 KEYNOTE LEGEND 06 41 00.001 plastic laminate faced base R cabinet R 09 30 0OA03 porcelain the 09 30 @0.A03 @9 30 00.A@5 glass mosaic the 30 @0.A03 09 30 @0.A@3 TP-05 10 28 00F01 toilet tissue dispenser - ■ 09 30 @0.A05 TP-@5 TP-@5 TP-05 09 30 @@.A03 surface mounted TG-01 10 28 @0N01 TP-05 @9 30 00.A05 10 28 @0.G01 seat cover dispenser - ■ 10 28 00 1301 TG-01 surface mounted 1@ 28 @0M01 10 28 @0.M02 I@ 28 @0M01 10 28 @@�01 10 28 00.M01 grab bar - wall mounted iP 12 36 00.E02 @9 30 00,403 10 28 00.M01 10 28 00.MO2 grab bar - toilet - corner 09 30 0@.A03 10 28 @0,M@2 TP-@5 mounted ° I@ 28 00.M03 grab bar -shower -corner TP-05j mounted ■ 10 28 @0M037L 10 28 0ON01 framed mirror ■ 06 41 @@.001 12 36 @@.EO2 solid surfacing countertop with integral sink .208 10280 0F@1 4.208 4.2@8 0 0 ■ ■ N1 INTERIOR ELEVATION N4 INTERIOR ELEVATION N8 INTERIOR ELEVATION N11 INTERIOR ELEVATION N15 INTERIOR ELEVATION N 1/4" = 1'-0" RM 2234 - TOILET 1/4" = 1'-0" RM 2234 - TOILET 1/4" = 1'-0" RM 2234 - TOILET 1/4" = 1'-0" RM - 2234 - TOILET 1/4" = 1'-0" RM 2203 - STAFF TOILET N ■ GENERAL NOTES 4.208 water closet (floor mounted) 09 30 00.A05 09 30 0O A03 09 30 00.403 09 30 0O A03 TP-05 TP-05 TP-05 @9 3@ @0.A03 - . TP-05 _ V �_ ■ K1 INTERIOR ELEVATION K4 INTERIOR ELEVATION K8 INTERIOR ELEVATION K11 INTERIOR ELEVATION K15 INTERIOR ELEVATION K K 1/4" = 1'-0" RM 2211 - TOILET 1/4" = 1'-0" RM 2211 - TOILET 1/4" =1'-0" RM 2203 - STAFF TOILET 1/4" = 1'-0" RM 2203 - STAFF TOILET 114" = 1'-0" RM 2203 - STAFF TOILET F s 09 30 @0.A03 09 30 00.405 tP-05 TP-05 @9 36 00.A05 09 30 @0.A03 r L TP-05 - TP-05 - _ it u ��.� STAFF LT ,-I I G1 INTERIOR ELEVATION G4 INTERIOR ELEVATION G8 INTERIOR ELEVATION G11 INTERIOR ELEVATION G15 ENLARGED FLOOR PLAN SEAL 1/4" = 1'-0" RM 2232 - TOILET 1/4" = 1'-0" RM 2232 - TOILET 114" = 1'-0" RM 2236 - TOILET 1/4" = 1'-0" RM 2236 - TOILET 1/4" = 1'-0" 2203 STAFF TOILET ' O F AAA° a M E Q E,Q } 09 30 @0.A@5 09 30 @@.A05 � _ tP-05 �`°m, F I✓ Px @9 30 @0.A03 TP-05 09 30 00.A05 TP-05 a L71 IZ PAUL L, MACHESKE 016073 rl O . _ FLORIDA HOSPITAL cv 1 � , fl Ze h chills E .O IV n ED EXPANSION & ORTHO s RENOVATION D D1 INTERIOR ELEVATION D4 INTERIOR ELEVATION D8 INTERIOR ELEVATION D11 INTERIOR ELEVATION D15 ENLARGED CEILING PLAN 1/4" = 1'-0" RM 2232 - TOILET 114" = 1'-0" RM 2232 - TOILET 1/4" = 1'-0" RM 2236 - TOILET 1/4" =1'-0" RM 2236 - TOILET 1/4" = 1'-0" 2203 STAFF TOILET Hunton A R C H I T E C T S 9'-@' AFF. S 13DATE SUBMISSION NO. e ',z , ... ....._.. _.... :se yaws..' .... _. ...... ............ v .. ._....._ _.........._ _. ..-._._ ._ ,.,.. .._ ..... ............ .............. i 04.15.16 CONSTRUCTION DOCUMENTS e i F E ry : O F 4 5 D1 Fla 04 A602 GI 2 r- 1 G8 A602 11 I y G4 lj p1 LT r l r R- - _ 41. 1T �a -ui=t11 ., , . _... 3 2236 3 ENLARGED PLANS & INTERIOR ELEVATIONS - TOILETS - 2ND LEVEL A4 ENLARGED CEILING PLAN A8 ENLARGED FLOOR PLAN Al ENLARGED CEILING PLAN A15 ENLARGED FLOOR PLAN PROJ. NO. H-1502100 SHEET M DRAWN DMC " = 91 1� 9� " 91 11 11 A6uz 1/4 1 -0 1/4 = 1 -0 1 /4 =1 -0 1 /4 = 1 -0 FLT* Ae ■ ■ ■ ■ ■ ■ 7 ■ 8 ■ � ■ 1 �? ■ �s 1 ■ 2 ■ 1� ��.� ■ 5 ■ 1■ 17 ■ � 3 ■ � � ■ k�C� 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 0 �� T-- t ITI- r T r rn i r r� - -- - --� - n- - - - - - - -- - , -- _. _- - --- - - - - - - ■ ■ ■ ■ ■ ■ i ■ L ■ u ■ i 0 ■ ' '1 ■ 12 ■ 15 ■ 14 ■ 15 ■ 15 ■ 17 ■ 18 ■ 19 ■ 20 Iw ■ 0 ■ N ■ v ■ K ■ ■ G ■ F ■ D ■ B i a� cri C3 A KEYNOTE LEGEND 01321 I(o 50711 05 50 00.A01 steel angle 05 50 0O A02 steel tee 3 5/8' 05 15 00,501 metal column cover 09 21 16.H01 01 92 00.A01 sealant and backer rod 09 21 16.801 metal stud i/4' MIN 1/4' MIN 09 21 16,E01 metal resilient channel 09 21 16.H01 gypsum board 09 51 00,C01 09 21 16N01 corner bead _ 09 51 00,A01 suspended acoustical panel PATIENT LIFT TRACK ceiling system 05 50 00.A02 SYSTEM BRACING. _ 09 51 00.001 ceiling suspension system VARIES 10 21 23,A01 cubicle track - -- ------ = SEE PLAN LL z X: 01 92 00,A01 05 50 00.A01J,09 51 00.A01 1,101 EE - F. N12 SECTION DETAIL N14 CEILING DETAIL GENERAL NOTES 1 1 /2" = 1'-0" 1 1/2" = V-0" 0.354 existing concrete column to remain 1.306 extend studs to structure above 1.101 fluorescent light fixture 1,113 LED light fixture 4.0 092116.801 - WIRE SUPPORT 09 21 16.H01 TO STRUCTURE 3'-4' 8' 3'-4" ABOVE AT 2'-0' 09 51 00.A01 - 1121-0' z - _ G Ye2c, ,ta. - `iw..w 3. s.. , ,3 }.: - . y..w Ya .w., n,. ,.n �w _; wv .�.r �.: IST LEVEL VARIES 09 51 00.A01 10 21 23.A01 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 1 1 /2" = V-0" 1 1/2" = 1'-0" 1 1 /2" = V-0" 09 2116501 09 21 16,801 6" 3 5/8' 09 21 16 B01 09 21 16.H01 09 21 16.H01 5/8' 09 21 16.1401 0.354 09 51 00,A01 09 51 00.A01 09 51 0O A 11 SEAL 09 21 16,H01 09 21 16 B01 _ _ z€Ii VARIES z F Ft a. "M <- t,�... 3 5/8' VARIES SEE PLAN SEE PLAN VARIES SEE PLAN VAS RIES SEE PLAN h 1308 - 09 21 16,501 - - - - - VARIES SEE PLAN 09 21 16N01 09 21 16N01 �... � R1 s °s° a ° E 3 5/8' SEE PLAN --------------- 09 21 16N01 i i PAUL L. MACHESKE ARO-71 rf - FLoRiDA HOSPITAL z z 09 5100.A01 Ze h rhills E8 CEILING DETAIL E12 CEILING DETAIL E15 CEILING DETAIL CLG HT cLG EXPANSION & O RTH ED EXPAN I N O ---. ---- RENOVATION 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" =1'-0" 61 a OS21 16.H01 09 21 161501 09 21 16.B01 SOFFIT HT 09 21 16,E01 09 51 00.A01 z :� 3 5/8' 09 21 16.B01 3 5/8' Hunton -6 1'' 09 21 16.801 VARIES SEE PLAN .- 09 51 00.A01 09 21 16.H01 5/8" 3 5/8' _ z A R C H I T E C T S 2'-6' 2'-2' 2'-6' 09 21 16.H01 _ 09 51 00.A01 09 21 16,B01 S/8' VARIES 2 I/2' 1'-2' -1,113 8' SEE PLAN = 09 21 16.H01 _ z L VARIES DATE SUBMISSION NO. O4.15.16 CONSTRUCTION DOCUMENTS 09 21 16 E01 5/8' 8 SEE PLAN 05 15 00.B01 09 21 16,B01 2 1/2' 0 �.113 VARIES SEE PLAN VARIES OIL VARIES - SEE PLAN SEE PLAN 09 21 16N01 09 21 16N01 09 21 16N01 09 21 16.501 09 21 16 B01 2 1/2' INTERIOR SECTION DETAILS 3 5/8' 09 21 16,801 Al CEILING DETAIL A8 CEILING DETAIL Al2 CEILING DETAIL A15 CEILING DETAIL PROJ. NO. H-15021.00 SHEET DRAWN DMC 1 1/2" = Ill LIGHT COVE @ COLUMN 1 1/2" = 1'-0" 1 1/2" =1"1 1 1/2" = 1'-0" A651 R ■ P ■ 0 N ■ M L ■ K ■ a1 1-1 ■ G ■ 1` E D C B ■ A ■ _.. ■ 3 ■ "Y ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 1 •� hTT, li: I i I �- ■ 12 ■ 18 ■ 14 T __T_ ■ 15 ■ 16 ■ 1.3 ■ 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 ---- - ■ 0 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 KEYNOTE LEGEND 06 10 0O A01 wood blocking 06 41 00.CO3 plastic laminate faced tall cabinet 01 92 0O A02 sea lent 08 43 13.AO1 interior aluminum -framed storefront system 08 56 54.A01 security view window 09 21 16.A01 gypsum board / metal stud interior partition - see partition types 09 21 16B01 metal stud OS21 16.1-101 gypsum board OS21 16.1-01 sound attenuation blanket OS21 16N01 corner bead 01321 16.1*01 reveal molding 1026 01BOl wall guard 1026 01B02 handrail GENERAL NOTES 09 21 16.H01 5/8' 09 2116 2'-0' 09 21 16N01 09 21 16.L 01 09 2116 3 5/8' 61 _ N _ m 09 21 1(0 06 10 00.401 09 21 16N01 08 56 54.A01 01 92 00.A02 50TH SIDES 08 43 13.401 J12 INTERIOR PLAN DETAIL 1 1/2" = 1'-0" 06 41 00.0O3 10 26 01BOI 10 26 01.�02 =1/2- 1'-9 1/2, 1/2' 0131/21 6� SIM I I F8 � X"�gsryir `CL y aga . _A 16073 �n& PAUL L. MACHESKE AR0016073 FLoRiDA HOSPITAL zephyrhills E12 INTERIOR PLAN DETAIL ED EXPANSION & ORTHO RENOVATION � Hunton 06 41 00.CO3 10 26 01.802 09 2116 - 1/2, x 1/2' /2' 1' 9 1/2' /2' J1 092116.A01 6� N N ARCH I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 0 0 09 2116,401 INTERIOR PLAN DETAILS Al2 INTERIOR PLAN DETAIL PROJ. NO. H-15021.00 SHEET DRAWN DMC IA661 1 1/2" = 1'-0" ■ ■ 3 ■ ■ ■ i ■ ; ■ ■ 9 ■ 10 ■ 11 - i i i� iisal_us_,,i , iu � 1i,..u�sa,14i�¢itir..ui�tdu ou���_ iu,:d�irs,n-� i - �u.��uFIi i i i ■ 1 ■ 1 0 4 N 5 0 6 0 7 0 8 0 9 0 10 0 11 0 112 0 13 0 14 0 15 0 16 0 17 0 18 0 19 0 20 R 0 P 0 ■ M L E K H E G F ■ D ■ A 2 r KEYNOTE LEGEND 0�9 21 16.A01 05 50 OOAOI steel angle T 0S 21�� � I&A01 05 50 00,A05 steel tube . ...... 05 50 00A060 steel plate ....... .. ..... .. ........... . .........12 36 00.E04 05 50 00j301 expansion anchor 06 10 0OA01 wood blocking ocal 211(0.501 12 3(o 0O.Rol� '2 3, 00""' 06 41 00,C04 plastic laminate faced cabinet door . .............. . . 0(3 51 00A01 11 01 UNO 12 36 00,E01 0 00 06 41 0O.006 plastic laminate faced file 21 X 21 X 1/4, drawer U 06 41 0O.001b plastic laminate faced 9W CLG HT F support panel 2 01B 2116.1401 r::� P 06 41 00,C1I plastic laminate faced panel MZ TOS 2116,10011 06 41 0O.CI3 plastic laminate faced 1/2, X 1/2 06 4100.05 105 50 00nol 0" ",3"21:/ shelving IV- - 06 41 00.Cll 21/ 1/21 DIA X 21/21 06 41 OO.HO1 wood framing 06 41 0 I 1 05 50 0OA01 05 50 OOAOI TYP 06 4100103 adjustable shelf support clip r, 21 X 21 X 1/4, 21 X 21 X 1/4, -5o 06 41 00=1 pull 06 41 0 Foi ii A05 3 5/8, MIN 06 41 OO.QI2 wardrobe rail and supports FIXED 21 X 21 AT 321 OC 06 41 00.Q13 hanging file system 06 4100.05 concealed countertop support bracket 06 41 00.004_ 0121 21 16A01 gypsum board / metal stud interior partition - see 1 064100 L partition types FIXED OS 2116,501 metal stud 01B 21 l(o.HOI gypsum board 1� Ile- N8 CASEWORK DETAIL Nll CASEWORK DETAIL N15 CASEWORK DETAIL OS 21 I(o.P0I reveal molding OS 51 00A01 suspended acoustical panel 1" 1--0'- 311 1--0-- ceiling system 12 36 00.001 plastic laminate faced C40 NO countertop OAP wof V? 1 00,Q12 12 3(o OO.CO4 plastic laminate faced --T12 3(o 0O.E011 -f5�� 41-01 MAX backsplash §Zv 09 2116,401 12 36 00.E01 solid surfacing countertop 4 12 �36 0 �OE O�4 05 50 0�1110 ,1 12 36 00.E02 solid surfacing countertop 06 41 00,Q01 2 1/2, x 2 1/2, with Integral sink 06 41 00.004 31-61 A.FF 4 12 36 00,R01] 12 36 OOE04 solid surfacing backsplash Varies 05 50 00'14106 12 36 00.1*01 edge banding I. _r 06 41 0 12 3(o 00=1 countertop support bracket 12 36 00,E01 11 EQ EQ z 11 12 36 00,R01 plywood CCI 06 41 OO.HOI .............. =3 GENERAL NOTES -- --- 0 0 0 %I 0600no 41 1.014 soffit 1,151 see Finish Plan for material OS 21 l(o.POI 06 41 0q=.Hql - C�\ 1/2, x 1/2, and/or finish END SUPPORT INTERMEDIATE SUPPORT \1 ihib knee space 05 50 0OA01 3 5/81 =MIN 3 5/81 MIN 4.203 sink Z i ; = 1.818 21 X 21 X 1/4, 1.013 receptacle I5TWN SUPPORTS 05 50 00,G01 1.108 undercabinet light fixture 06 4100.1401 0(0100 NOTE: 1/24 x 31, TYP TYP 4 ±y FULL HEIGHT END AND INTERMEDIATE SUPPORTS SPACED AT 32, O.C. CASEWORK SECTION J4 CASEWORK SECTION J8 CASEWORK DETAIL ill MILLWORK DETAIL J15 CASEWORK SECTION 191 if-Olf 1" 1 1-01, PATIENT WARDROBE ill 11-011 311 11-011 low 11-019 12 36 00.004 1.014 4.203 1-31 1-11 or L 21-11 2 06 41 1.014 U.N.O. 0 172 R 12 36 00.E01 3( CLG HT 21-11 2 36 12 36 00.1*01 . .... .. .. -�O& 41 00,C704 01b 211 01 06 41 00,C13 21.01 -X 06 41 OO.QOI �06 41 �00.Q�01 ADJ, TYP. AL SE 01B 21 16.H01 IT q ------------ IL 06410 I 06 41 00.CII 06 41 007C711 F F. 06 41 OOL031 ILU 064 NOTE: EXPOSED PIPES MUST BE 06 41 00,Q01 Sjj� 0641 ------- --- 06410 INSULATED C� 06 41 00,CI1 1 73 P J D ---fO�641 �00C@6 N K WHERE NOTED PAUL L MACHESKE AR0016073 SEE EL C, PLANS FLORIDA HOSPITAL Zephyrhills E4 CASEWORK SECTION E8 CASEWORK SECTION Ell CASEWORK SECTION E15 CASEWORK SECTION .......... . . . ........ 06 41 @IDLID3 ED EXPANSION & ORTHO RENOVATION ill 1f-011 -019 -011 low 11 -011 Q 06 41 OO.QOI 0 F12 36 OO.E -L�--- 12 36 OO.EO4 06 41 00.CI3 12 36 OO.RO1 2 unton Q� ADJ. 21-11 12 36 00 01 U.N.O. 12 3(o 00 2 4 12 36 00.W] UN -N- U.N.O. A R C H1 T E C T S 21-11 U.N.O. NQ z 06 41 00.H01 DATE SUBMISSION NO. T -7- 04.15.16 CONSTRUCTION DOCUMENTS 1T 1106 41 @0.Q01 12 36 00=1 LLI zo 13 06 41 00.L031 06 41 OO.QOI Q X le- MIN. z • CA n CA --4 06 41 00,H01 06 41 00'CI3 . . .... ADJ. -.2 1 (01 064100 ---LE(o 41 OO.HO1 MAX. ..... ............. . ........... TYPICAL MILLWORK DETAILS 3", Al CASEWORK SECTION A4 CASEWORK SECTION A8 CASEWORK SECTION Al 1 CASEWORK SECTION A15 CASEWORK SECTION PROD. NO. H-15021.00 SHEET DRAWN DMC ill = 11-011 ill= 11-011 1" -1'-0" 1" -1'-0" 1" -1'-0" A671 8 10 0 11 ■ 12 ■ 13 ■ 14 0 15 0 16 0 17 0 10 E 19 a 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 AAC001 744 R P 0 N ■ ■ ■ ■ ■ F E D ■ 0 A I � 1 -6 1 -4 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ r ■ 8 ■ u ■ 10 ■ 11 ■ 12 ■ ■ 14 15 ■ 18 ■ 1: ■ 'i8 ■ 19 ■ 90 R P ■ V ■ ■ S1>if ■ ■ K ■ IN F ■ D ■ C _v °<a A C S r �a Ellr` 00 6 � � i � � f i ' ' f + + i ' / F dop ff 4+ + top sop doo 000 { + 41000 00 / F + V+ !+ V 1 /I 1 41: + - } + j` +' + f h \ + / ' _+ \ ++ + + + dop + + / I +.++ + LOO I V { { i f f + + t \ LOOV I - ` I f I I A i _ 1 i • li -4+1 ! fl V+1 / + } t I V 4 + +a k X 1 4 +J+ yk kry J1 CWK - Nurse Station - 2nd Level Area 2 J11 Detail 1 1" = 11-0" 1 1/2" = V-0" I' -OR 06 61 00,A01 0(0 61 00,A01 10 I/2' _ 06 61 00,801 3/4' BEYOND N 1.056 09 12 0O A04 SPECIFY METAL 1' FINISH 12 36 00.E01 2'-10 1/2, 12 36 00.E01 _— CIO N SEAL 12 36 00.Q01 12 36 00.R01 � 17 6, 06 41 00,C11 06 41 00,C11 Em s ' 06 41 00,C11 ,- REMOVABLE PANEL REMOVABLE PANEL �����:� ,�. FOR ELECTRICAL ;� FOR ELECTRICAL ACCESS PA' L L 1:� 4b E AR0016073 71 ACCESS 1,�51 I4' 06 41 00.H01 1,�51 4' 06 41 00,H01 J. FLORIDA HOSPITAL zephyrhills E11 CASEWORK SECTION E15 CASEWORK SECTION ED EXPANSION & ORTHO RENOVATION 1" = V-0" NURSE STATION 1" = V-0" NURSE STATION 1'-0' 06 61 00,,402 06 61 00,A02 10 1/2' BEYOND 06 61 00.G01 1.056 Huntun 09 72 00.A04 1 12 36 00E01 0 2,-6, 12 36 00F01 2'-101/2' '- ARCH I T E C T S - ------- -- `' cA -- - - - - -- --� cw DATE SUBMISSION NO. 0641 00.Q15 04.15,16 CONSTRUCTION DOCUMENTS 12 36 00402 12 36 00.R01 06 41 00.C11 REMOVABLE PANEL ' ' 06 41 00,C11 FOR ELECTRICAL ; ; REMOVABLE PANEL ACCESS FOR ELECTRICAL ACCESS 6' 06 41 00,H01 5' 06 41 00,H01 TYPICAL MILLWORK DETAILS Al CASEWORK SECTION A15 CASEWORK SECTION PROJ. NO. H-1502100 SHEET DRAWN Author A672mmmimmmmil 1" =1'-0" RECEPTION DESK 1" = 1'-0" RECEPTION DESK ■ •fi ■ 3 ■ 4 ■ 5 ■ 6 ■7 ■ 8 ■ 0 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 15 ■ 18 ■ 1', ■ 18 ■ 19 ■ 10 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 ■ i ■ 8 ■ 9 ■ 10 ■ 2 ■ 13 ■ 1 ■ 15 ■ 16 ■ 17 ■ 1s ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709IFax www.huntonbrady.com License AAC001744 US a R F-1 I a 0 N 71 m 0 L 0 E m C B A Al 0 19 m 20 SEAL OF C M' AR1 073 PAUL L. MACHESKE AR0016073 CoFLORIDA HOSPITAL Zephyrhills E ED EXPANSION & ORTHO RENOVATION = D n n OF 14 0 A R C H I T E C T S =04 C I 04.15.16 CONSTRUCTION DOCUMENTS ■ ■ J-- . ..................... .. EQUIPMENT PLAN - 1ST LEVEL - Ee Z2- PHASE 2 A -ry, PROJ. NO. H SHEET EQUIPMENT PLAN 1ST LEVEL PHASE 2 DRAWN DMC 712 0 2 0 3 m 4 m 5 0 6 0 7 0 8 m 9 m 10 0 11 0 12 ■ 13 0 14 0 15 0 16 0 1 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 ■ 2 0 3 0 4 ■ 51 0 6 ■ 7 0 8 0 9 0 12 0 13 0 1- 0 15 0 16 0 17 0 18 0 19 ■ 20 KEYNOTE LEGEND R P N N M L 0 K G 0 F D ■ A Z5C X, Al EQUIPMENT PLAN - 2ND LEVEL - AREA 1 1/8" = 11-01, GENERAL NOTES 0,805 relocated from existing 1.136 computer equipment (n.fc.) 1.403 patient scale SEAL OF V '\N A CA, P%R1 073 KE AR0016073 aFLORIDA HOSPITAL P Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunt n:�r A R C H I T E C T S DATE SUBMISSION NO. P4.15.16 CONSTRUCTION DOCUMENTS EQUIPMENT PLAN - 2ND LEVEL - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN DMC A721 ■ 2 0 3 0 4 0 5 0 6 ■ 7 0 8 0 9 0 10 0 11 0 12 0 13 0 14 0 15 0 16 0 17 N 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/Fax www.huntonbrady.com LicenseAAC001744 T-� KEYNOTE LEGEND Al 1/8" = 1'-0" EQUIPMENT PLAN - 2ND LEVEL - AREA 2 GENERAL NOTES 1.402 furniture allowance EQUIPMENT LEGEND 4xxxx-000 lift, patient, ceiling, 1 bed SEAL AR0016073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton +i A R C H I T E C T S 04.15.16 CONSTRUCTION DOCUMENTS EQUIPMENT PLAN - 2ND LEVEL - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN DMC A722 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 T— F ■ 2 ■ 3 ■ ■ 3 ■ 6 ■ 7 ■ 3 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 13 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M K H ■ ;ti D C ■ l va �s A TYPE SPEC. NO. FINISH MANUFACTURER SERIES / PATTERN / TYPE COLOR NOTES FLOOR CS-01 03 35 11 clear sealer ET-01 12 4813 entrance carpet the Patcraft Be and the Door T.BD. T9p. entrance vestibule flooring, U.N.O. TP-01 M 30 00 the Trinit Tile Moove, matte finish, 1244' Perla Lobbq field tile TP-02 _porcelain O9 30 00_porcelain the Trinit Tile Moove, matte finish, 12xl2' Antracita T9p. toilet room flooring, U.N.O. TP-04 09 30 00 the Daltile Ke atones 2x2' Castlerock 0618 T9p, ahower flooring, U.N.O. TP-06 _porcelain 09 30 00 the TrInIt9 Tile Moove, smooth finish, 12A2' Antracita Lobbq accent tile VO-01 _porcelain 0S 65 00 solid vin I the Earthwerks Stonebrid a T.BD. Field - refer to floor pattern plan VO-02 09 65 00 solid vin I the Earthwerks Stonebrid a T.BD. Accent - refer to floor Pattern Plan VO-03 09 65 00 solid vin I the Earthwerks Stonebrid a T.BD. Accent - refer to floor pattern plan VO-04 0S 65 00 solid vinyl the Earthwerks Stonebrid a T.BD. Accent - refer to floor pattern plan VS-01 09 65 00 vinyl sheet flooring Shannon Specialty Floors TeknoFlor Plank You Very Much T.BD. Field - refer to floor pattern plan VS-02 0S 65 00 vinyl sheet flooring Shannon Specialty Floors TeknoFlor Plank You Very Much T.BD. Accent - refer to floor pattern plan VS-03 09 65 00 vinyl sheet flooring Shannon Specialty Floors TeknoFlor Plank You Very Much T.BD. Accent - refer to floor pattern plan BASE R5-01 09 65 00 rubber straight base Johnsonite Profiles T.BD. Refer to finish plan for locations. RC-01 09 65 00 rubber cove base Johnsonite Traditional Wall Base T.BD. T p, base, U.N.O. Refer to finish plans. TP-015 09 30 00 porcelain tile Trinit Tile Moove, matte finish Perla Field- Cut to 6' Base TP-025 09 30 00 porcelain tile Trinity Tile Moove, matte finish Antracita Cut to 6' Base Refer to finish plans and elevations. VI-01 09 65 00 vin l Integral base Shall match the specifications WALL GT-01 088000 back painted glass McGrorq Glass HTN5-150 Shall be backpainted to match PA-02 PA-01 09 SO 00 paint Sherwin Williams SW1029 Agreeable Gra Field PA-02 0S 90 00 paint _Eggshell Sherwin Williams Eggshell 511J6506 Secure Blue Accent PA-03 09 90 00 aint Sherwin Williams Accent PE-01 09 90 00 epoxg paint _Eggshell Sherwin Williams TG-01 09 3000 glass mosaic the Interstyle Ore Glass Tile Bornite Accent glass at ED. lobby coffee bar. Refer to finish Ian and elevations. TG-02 0S 3000 glass mosaic the Interstyle Glasshues - matte finish Avalanche Typ. accent glass in toilets, U.N.O. Refer to finish Ian and elevations. TG-03 0S 3000 glass mosaic the Interstyle Tatami - Cable Fuji Accent glass In Ortho Patient Rooms. Refer to finish plan and elevations. TG-04 0S 3000 glass mosaic the Daltile Jewel tide Silver Shore Jt03 Typ. Accent glass in patient showers, U.N.O. Refer to finish Ian and elevations. TP-03 09 3000 porcelain the Trinity Tile Moove, polished finish, 1244' Blanco Accent wall the TP-05 0113000 porcelain the Ceramic Technics Studio Padana Metallic Linear Argento Typ. toilet room wall tile. All toilet room walla and shower walls shall receive full -height tile, U.N.O. Refer to finish plan and elevations. WT-01 09 12 00 tackable wall coverin CE IL iNG EA-01 acoustical linear wood ceiling s atem Rulon, Inc. Aluratone SOO Series T.BD. Refer to R.C.P. PA-01 09 SO 00 aint Sherwin Williams SWI02S Agreeable Graq Field PA-04 OS 91 23_paint _Eggshell Sherwin Williams Flat T.BD. T9p, paint for g9p. ceilings, U.N.O. PE-02 09 13123 epoxy aint Sherwin Williams SA-01 OS 51 00 acoustical specialty panel ceiling a stem SA-02 OS 51 00 acoustical specialty panel ceiling system Armstrong 868 clean room VL, Unperforated, 2x2 x 5/8, 15/161, Prelude Grid White SURFACE 4 VENEERS CP-01 06 41 00 plastic laminate Wilsonart 1969K-12 Warehouse Oak SP-01 06 61 00 solid surfacin SP-02 06 61 00 solid surfacin SQ-01 06 61 00 quartz surfacing Silestone by Cosentino Blanco Maple Reception Transaction Top 60-02 06 61 00 quartz surfacing Silestone by Cosentino Niebla Reception Desk MISCELLANEOUS CF-01 1021 23 cubicle curtain fabric Maharam Carrq 511466 Distant 005 T9p. fabric for privacq curtains, U.N.O. GP-01 0860 00 decorative plastic glazing 3Form T.BD. Refer to interior elevations for locations. GT-01 0860 00 back painted glass McGrorq Glass HTN5-150 Shall be backpainted to match PA-02 KC-01 1026 01 corner guard InPro T.BD. KH-01 10 26 01 handrail InPro T.BD. KW-01 10 26 01_protective wall covering InPro T.BD. RA-01 122400 roller shade, manualig operated YA-01 1021 23 dra er /curtain, manualig operated T9p. privacqcurtain and track, UN.O. YA-02 10 28 00 drapery/curtain, manually operated Typ. shower curtain, U.N.O. SEAL F F 0. PAUL E ARD016073 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 FINISH LEGEND PROJ. NO. H-15021.00 SHEET DRAWN Author A801MMMEMMEN11 R ■ P C N L K ■ i_I ■ G ■ F E ■ B ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ ■ 7 1€,3 ■ 11 ■ 12 ■ 13 ■ 14 15 ■ 16 ■ 1-7 ■ 18 ■ 19 ■ 2 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 11'Ill ll II I.,I {.. . I1i4i; i; I'd r.Ili -I.. — .i I.. _-. 2 0 3 0 4 7 0 8 10, 1 f i 1 0 12 0 13 0 14 0 15 m Al FINISH PLAN -1ST LEVEL - PHASE 1 1/8" = 11-011 SEAL '1 73 N PAUL L INkHESKE AR0016073 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION nton *a UK A R C H I T E C T S DATE SUBMISSION NO. 04,15,16 CONSTRUCTION DOCUMENTS FINISH PLAN - I ST LEVEL - PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN 4uthor I A811�� 3 0 12 ■ 13 ■ 14 ■ i 5 0 116 0 17 0 18 m 19 m 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 I T I 0 2 ■ 3 0 4 0 5 0 6 0 7 9 0 10 0 11 0 12 0 13 0 15 0 16 0 17 5 18 ■ 19 0 20 K1 1/4" = 11-011 El 1/411 = 11-011 Al 1/411 = 19-011 CORR OBSERVE CARE 1162 :ORR IICI TYP. TOILET - PI-IJAIMSE 2 -EC NURSE STATION NURSE STATION 1105 NURSE STATION ,.,;CIRCULATION 1014 NX F1016 1240 1238 123r0 1234 1232 A -SA,0 � ... ......... V1.0 V1 61 -Y —PA—. 67 > CORR C DRAWN Author A8121 1/8" = 19-091 ■ 10 4 6 7 12 ■ 13 ■ 14 2 3 5 ■ 15 m 16 0 17 0 18 m 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 License AAC001 744 ■ 2 11 18 0 19 0 20 0 3 0 4 0 5 0 6 8 ■ 9 0 10 2 0 13 0 14 0 15 0 16 0 17 0 CORR EXAM 10 CORR 5 XAM ii ISOLATION + + + CORR SECURE HOLD EXAM16 IIC4 1h . . . . . . . . . + + + + + +'+ + + + + + + E XAM I SECLUSION FEDS 1103 J VI-0 FA-0 + + + + + EXAM 11 + + + + + + I -, +1 7+1--' �11 0 1 L VI -0 FA-0 L OTE 0 5,4.0yaw VI-01 FA-0 RIOT 0 + + 5A-0 . . . . . . . . . . 5A-0 VI-0 PA-0 OTE 0 xL L wE OTE 0 VI-0 FA-0 A P [1p -T RE) w . ... . ....... OTE 0 . . . . . ... . . k + 4 + + i H, SA-02 2 T TF- 5- -F- 05- '2- . ...... T z . ........ . 1�-02 Tf 7-1 VEST H1 TYPICAL EXAM PEDS, U.N.O. - PHASE 2 M5 TYP. EXAM ISO. - PHASE 2 M8 TYP. EXAM ROOM - PHASE 2 M1 1 EXAM 7 SECLUSION - PHASE 2 M16 EXAM 10 SEC. HOLD - PHASE 2 1/411 = 11-011 11411 = 11-011 1/4'1 = 11-011 1/411 = 1'-0" 1/41' = 1'-101" CORR FAST TRACK 1022 REGIST VI-0 PA-01 VI.01 PA-01 > OTE 0 TRIAGE TRIAGE OTE F -A, t F-41 VI-0 FA-0 SA-0 OTE 0 VI-0 FA-0 .1 q U OTE 0 CR H11 REGISTRATION H16 TYPICAL FAST TRACK - PHASE 2 VEST 1/4" = 19-011 1/4's = 11-019 FcR] 7CR j SEAL SECURITY OFFICE \wlfflffl CiF Fto .... V. ....... CV-01 TF-05 FA-0 TP-05 FA-0 NURSE STATION M, TF-0 TF-0 X FO -TE-0-3\ 11 CORR R1 6 73fi r N VI-01 A-01 —\,N OTE 0 TIM PAUL L. MACHESKE AR0016073 Comm rtww FLOIZIDA HQSPITAL .1e SHWR Zephyshills WAITING C TF-0 VEST. I EXAM 25 ED EXPANSION & ORTHO 1000 OTE 0wQ.w�ww TF-05 FA-0 7,wwwy 1235 RENOVATION 1 0 RC-0 PA-0 OTE0 L -J r r r 5A-01 a VI-0 FA-0 wl T-0 ,SA-0 BREAK VI OTE 0 OTE 0 EcF, —T »� �nwwu � �ex� �� union • . Cv CORR TLT TP-0 5 TF-0 A R C H I T E C T S wlw NURSE STATION 1 DATE 04.15.16 SUBMISSION NO. CONSTRUCTION DOCUMENTS W- TLT FE -02 TF-O 5 TF-0 1225 OTE 03 7-02 E-0 PE-0 1 TP-0 TF-O T -0 B T, -0 JAN Li TF-02 T. ..... ....... LE T""7"`1'n-"'- ENLARGED FINISH PLANS 1ST LEVEL - PHASE 1 AND PHASE 2 Al RECEPTION AND TRIAGE PHASE I Al 1 NURSE STATION PHASE 1 A15 TYPICAL EXAM, U.N.O. PHASE 1 PROJd NO. H-15021.00 SHEET DRAWN Author 1/411 = 11-0ve 1/411 = 1 1 -091 1/4" = 1'-0" A813 ■ 2 ■3 5 0 6 10 0 11 ■ 12 ■ 13 0 14 ■ 15 0 16 ■ 17 0 18 0 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 ■ 2 ■ 3 ■ 4 ■ s t ■ 8 ■ 9■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 18 ■ 17 ■ 18 ■ 19 ■ 20 R ( J P ■ w N m ` 7 ■ L. ■ K ■ F H ■ G ■ F ■ D C CL ■ T-. a� .C: cs; CL 1 Al FINISH PLAN - 2ND LEVEL -AREA 1 1/8" = 1'-0" ■ 2■ 3 ■ 4 ■ 5 ■ 6 ■ ,• 10 ■ 11 ■ 12 ■ 18 ■ 14 SEAL r3 FLORIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION Hunton LC �A R H i T E G T S 04.15.16 CONSTRUCTION DOCUMENTS FINISH PLAN - 2ND LEVEL - AREA 1 PROJ. NO. H-1502120 SHEET DRAWN Author A821 ■ 15 ■ 18 ■ 17 ■ 18 ■ 19 ■ 20 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 R ■ P ■ 0 ■ N ■ m ■ L ■ K ■ e1 ■ H ■ G ■ F ■ E ■ D ■ B ■ A 0 2 0 3 0 4 ■ 5 0 6 0 7 0 8 0 9 9 10 0 -1 0 12 ■ 13 0 14 0 15 0 16 0 17 m 18 0 19 0 20 % % SF i CORR 717 71� RP nn .... , 22E 6 .. }1' ' PAT RM Al FINISH PLAN - 2ND LEVEL - AREA 2 1/8" = 11-011 A 2 ■ 3 ■ 4 ■ 5 0 6 0 7 0 8 0 9 0 10 0 11 ■ 12 0 13 ■ 14 CORR A15 TYP. PATIENT ROOM FINISH PLAN 1/491 = 11-019 SEAL Q Ic F I to A C" L�L m t 1 73 ........... N PA L L AR0016073 FLoRIDA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION io nton WEN A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS FINISH PLAN - 2ND LEVEL - AREA 2 PROD. NO. H-15021.00 SHEET DRAWN Author I A822.......j ■ 15 0 16 m 17 0 18 m 19 m 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 m 6 0 7 0 8 0 9 ■ 10 m ■ 13 ■ 14 16 8 ■ 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 LicenseAAC0011744 I ■ E. 4 ■ 5 7 0 0 12 0 0 14 5 0 16 0 Rpm R N 0 m m m H m m F m E m D m C m B m is Asa 2 Al FLOOR PATTERN PLAN -1ST LEVEL - PHASE 2 1/8" = 19-011 mmmmmmml FLOOR PATTERN LEGEND oo porcelain tile TF-01 OcB 30 00 porcelain tile TP-02 0S03''30'V porcelain tile TF-0 oS 30 00 porcelain the TP-04 09 65 00 vinyl sheet flooring OS 65 00 vinyl sheet flooring VS-02 OS 65 00 vinyl sheet flooring 09 65 00 vinyl sheet flooring VS-04 OS 65 00 solid vinyl tile VO-01 09 65 00 solid vinyl the VO-02 09 65 00 solid vinyl tile VO-03 09 65 00 Solid vinyl tile ............... VO-04 SEAL FLOR[DA HOSPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION nton A R C H I T E C T S DATE SUBMISSION NO. 04,15.16 CONSTRUCTION DOCUMENTS FLOOR PATTERN PLAN - 1ST LEVEL - PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN Author � I A912mommmmmmw 2 r 2 3 5 0 6 a10 0 11 12 0 13■ 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 License AAC001 744 E ■ .r_. H.. ■; ■ ■ # e.h ■ iw1 ■ ..3 ■ 3 �.! ■ ::.;` ■ i:. S.d Al FLOOR PATTERN PLAN - 2ND LEVEL - AREA 1 1/8" = 1'-01, FLOOR PATTERN LEGEND j E 09 30 00 porcelain the I i 1 k E .:: TP-01 09 3000 porcelain tile TP-02 09 30 00 porcelain the TP-03 09 30 00 porcelain the TP-04 ----"" 09 65 00 vinyl sheet flooring a - VS-01 -- 09 65 00 vinyl sheet flooring F VS-02 09 65 00 vinyl sheet flooring w VS-03 09 65 00 vinyl sheet flooring VS-04 09 65 00 solid vinyl the VO-01 - 09 65 00 solid vinyl the VO-02 09 65 00 solid vinyl the VO-03 Wr- .:.. ,. VO-04 SEAL mm ED EXPANSION & ORTHO RENOVATION Hunton WEN A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS FLOOR PATTERN PLAN - 2ND LEVEL - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN Author A921 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 2 0 3■4 13 0 14 0 15 119 0 20 L ■ ■ H ■ Al FLOOR PATTERN PLAN - 2ND LEVEL - AREA 2 FLOOR PATTERN LEGEND OS 30 00 porcelain the i 09 30 oo porcelain tile TP-02 09 30 00 porcelain the TF-03 09 3I L "0 porcelain tile L TP-04 09 65 00 vinyl sheet flooring n 65 00 vinyl sheet flooring VS-02 09 65 00 vinyl sheet flooring V8-03 09 65 oo vinyl sheet flooring VS-04 n 65 00 solid vinyl the VO-01 65 oo solid vinyl the V0 -02 096500 solid vinyl tile VO-03 solid vinyl the VO-04 SEAL N ..... .... .... cD L L L 71 ESKE AR0016073 A A RoRIDA HosPITAL Zephyrhills ED EXPANSION & ORTHO RENOVATION .. . . . ............ Hunton A R C H I T E C T S DATE SUBMISSION 04.15.16 CONSTRUCTION DOCUMENTS FLOOR PATTERN PLAN - 2ND LEVEL - AREA 2 A15 TYP. PATIENT FLOOR PATTERN PLAN PROJ. NO. H-15021DO SHEET DRAWN Author 1/4" = 19-091 A922 17 V 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 License AAC001 744 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 ai ■ U C a_ w U_ b m oY o ■ w r a a� N _ UT o0 It B Ln T U 0 J U D V Q o y Lp A r 00 o n LO o a < 4 a Q 4 4 4 < 4 a a a a a a a < a CONCRETE FASTENER (U.L. LISTED OR F.M. APPROVED) BRANCH LINE ALL THREAD ROD 1" NIPPLE 1"90' ELL 1" 90° ELL 1" DROP - REDUCER CEILING PIPE HANGER RING (U.L. LISTED OR F.M. APPROVED) SPRINKLER HEAD SWING JOINT 4 HANGER - CONCRETE � No Scale No Scale System No. W-L-1001 (Formerly System No. 147) F Rating--1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings--0, 1, 2, 3, and 4 Hr (See Items 2 and 3) TOP BEAM CLAMP (UL LISTED OR FM APPROVED) L Rating at Ambient --less than 1 CFM/sq ft L Rating At 400 F--less than 1 CFM/sq ft 1A ALL THREAD ROD A /O PIPE HANGER RING (UL LISTED OR FM APPROVED) 2 A 1B SECTION A -A 1. Wall Assembly --The 1, 2, 3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: HANGER - STEEL 2 A. Studs --Wall framing may consist of either wood studs (max 2 h fire No Scale rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide by 1-3/8 in. deep channels spaced max 24 in. OC. B. Wallboard, Gypsum *--Nom 1/2 or 5/8 in. thick, 4 ft. wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 13-1/2 in. 2. Pipe or Conduit--Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, nom 12 in. diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. diam (or smaller) Class 50 (or heavier) ductile iron pressure pipe, nom 6 in. diam (or smaller) steel conduit, nom 4 in. diam (or smaller) steel electrical metallic tubing, nom 6 in. diam (or smaller) Type L or (or heavier) copper tubing or nom 1 in. diam (or smaller) flexible steel conduit. When copper pipe is used, max F Rating 1" 90' ELL 1" 90' ELL of firestop system (Item 3) is 2 h. Steel pipes or conduits larger than nom 4 in. diam may only be used in walls constructed using steel channel studs. A max of one pipe or conduit is permitted in the firestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall assembly. 3. Fill, Void or Cavity Material*--Caulk--Caulk fill material installed to completely fill annular space between pipe or conduit and gypsum wallboard and with a min 1/4 in. diam bead of caulk applied to perimeter BRANCH LINE of pipe or conduit at its egress from the wall. Caulk installed symmetrically 1x112 REDUCER on both sides of wall assembly. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it 1" DROP is installed, as shown in the following table. The hourly T Rating of the CEILING firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: IMMEMMEM Max pipe Annular F T or Conduit Space Rating Rating Diam In. In. Hr. Hr. 1 3 to 3/16 1 or 2 0+, 1 or 2 1 1/4to1/2 3or4 3or4 4 0 to 1-1/2 1 or 2 0 SPRINKLER HEAD 6 1/4 to 1/2 3 or 4 0 12 3/16 to 3/8 1 or 2 0 +When copper is used, T Rating is Oh. + Minnesota MiningMfg. Co .--Types FB-2000 FB-2000 . 9 *Bearing the UL Classification Marking WALL - DRYWALL - PIPE-1/2/3/4 HR 5 RETURN BEND 3 System No. W-L-1001 No Scale EVT LEGEND SYMBOL DESCRIPTION 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13 AND ALL APPLICABLE STATE CODES. *X OR oa - CONTROL VALVE w/TAMPER SWITCH 2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER. >a - U/G GATE VALVE 3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE 1� - FIRE VALVE CABINET ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY INSTALLATION. - NEW SPRINKLER PIPING 4. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER - EXISTING SPRINKLER PIPING INSTALLATION AND COORDINATION WITH OTHER TRADES. -------- - DEMOLISHED SPRINKLER PIPING 5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO ALLOW THE OWNER MAXIMUM USE OF THE SPACE. 21 /2" - PIPE SIZE 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS. 2 1/2" - PIPE SIZE AND LENGTH 7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING 3-0 FIXTURES AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13 AND THE LISTING OF THE SPRINKLER. - CONTROL VALVE W/ TAMPER SWITCH 8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING JOINT AS REQUIRED. -0.1 a0-4 - 2-1/2" FIRE DEPARTMENT VALVE W/ CAP AND CHAIN 9. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY -ON FIRE PROOFING THAT - HYDRAULIC REMOTE AREA MAKES THE JOIST SOLID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW -KEYNOTE 10. THE BOTTOM OF THE FIRE PROOFING. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR #�- EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS ® - HYDRAULIC REFERENCE NODE FOR FINAL FINISHES. 11. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. Q# - REVISION REFERENCE ® - CONNECT TO 12. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY SYSTEM. -DESIGNED Q - DEMO TO 13. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER DUCTS ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT 14. AROUND OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE. DA ADMINTATIVE CE IF 1RI... ... ........ . .. ....... 15. PROVIDE SPRINKLER GUARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS, APTE'�- NOTES ELEVATOR ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN T-0" ABOVE THE FLOOR. a) THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE PROTECTION SYSTEM IS SHOWN ON THE FIRE PROTECTION SITE PLAN. 16. IF SYSTEM PRESSURE EXCEEDS 100 PSI PROVIDE HANGERS PER NFPA 13 9.2.3.4. AND 9.2.3.5.2 THAT PREVENTS UPWARD MOVEMENT OF THE PIPE FOR SPRINKLERS IN THE b) THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING PENDENT POSITION. A MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND OF THE FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2010 EDITION; THE ALL ARM-OVERS OVER 12". FLORIDA BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 2014 EDITION AND ALL LOCAL CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 17. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS c) AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT NOTE LOCATED ON THE CONTRACT DOCUMENTS. NO ADDITIONAL COST. d) THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE FIRE PROTECTION SYSTEM 18. SPRINKLERS IN EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200°F LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS. FIRE PROTECTION SYSTEM LAYOUT SPRINKLERS PER NFPA 13. DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING. 19. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE INSULATED AND PROVIDED WITH AN ALUMINUM JACKET. e) SEE SITE PLAN FOR THE CHARACTERISTICS WATER SUPPLY PIPING. 20. PROVIDE A TEMPORARY STANDPIPE SYSTEM WITH FIRE DEPARTMENT CONNECTIONS f) THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE A HYDRANT FLOW TEST AND PERFORM DURING CONSTRUCTION. HYDRAULIC CALCULATIONS FOR PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS (WORKING PLANS). g) ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE FIR *�IT�NTEtiiIIA THE ALARM CIRCUIT. h) THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF THESE DRAWINGS ARE COMPLETE SPRINKLER DESIGN DRAWINGS FOR REVIEW BYACHA FOR MICROBIAL INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY STAGE III CONSTRUCTION DOCUMENTS. THE LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC, THE ARCHITECT/ENGINEER OF ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER AND ARE IN COMPLIANCE WITH FLORIDA STATUTE 61G15-32.003 AND-32.004. TREATMENT AS NEEDED TO REDUCE OR ELIMINATE MIC. ENTIRE BUILDING (EXCEPT AS NOTED): i) ALL METERING AND BACK FLOW PREVENTION DEVICES SHALL MEET WITH ALL WATER OCCUPANCY CLASSIFICATION: LIGHT HAZARD PURVEYORS REQUIREMENTS. SYSTEM TYPE: WET PIPE DESIGN DENSITY: .10 GPM/SQ. FT. j) ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE HYDRAULIC REMOTE AREA: 1,500 SQ. FT. PROTECTION USE. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE THE U.L. SPRINKLER ORIFICE SIZE: 1/2" LISTED AND FM APPROVED DURATION OF SUPPLY: 30 MIN. MAXIMUM COVERAGE/SPRINKLER HEAD: 225 SQ. FT. . . 4R R OT HOSE STREAM ALLOWANCE: 100 GPM ' UNLESS OTHERWISE NOTED ALL STORAGE MECHANICAL AND ELECTRICAL ROOMS: OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP SYSTEM TYPE: WET PIPE -- - - - - - - --- = ---- - - ---- -- _ ..__.... DESIGN DENSITY 15 GPM/SQ FT. THE WATER -BASED FIRE PROTECTION SYSTEM HAS BEEN DESIGNED IN COMPLIANCE WITH NFPA HYDRAULIC REMOTE AREA: 1,500 SQ. FT. SPRINKLER ORIFICE SIZE: 1/2" 13-2010, FLORIDA ADMINISTRATIVE CODE 61 G15-32, AND THE STATE OF FLORIDA AGENCY FOR DURATION OF SUPPLY: 60-90 MIN. HEALTHCARE ADMINISTRATION (AHCA) AS FOLLOWS: MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SQ. FT. 1. THESE DRAWINGS REPRESENT A COMPLETE SPRINKLER DESIGN AS REQUIRED FOR REVIEW BY AHCA HOSE STREAM ALLOWANCE: 250 GPM FOR STAGE III CONSTRUCTION DOCUMENTS, IN CONJUNCTION WITH ASSOCIATED HYDRAULIC CALCULATIONS AND A LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC, AND ARE THE COMPLETE DESIGN CRITERIA: ENGINEERING DOCUMENTS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.003 AND - 32.004. DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE. 2. SUPPLEMENTAL INFORMATION HAS ALSO BEEN PROVIDED HEREIN TO ASSIST AHCA AND OTHER 1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2010 EDITION AUTHORITIES HAVING JURISDICTION (AHJ) IN UNDERSTANDING THE OWNER'S INTENDED USE AND 2. NFPA 14, INSTALLATION OF STANDPIPES AND HOSE SYSTEMS, 2010 EDITION PROPOSED PROTECTION OF THE BUILDING PURSUANT TO FLORIDA ADMINISTRATIVE CODE 61 G15- 3. NFPA 20, INSTALLATION OF CENTRIFUGAL FIRE PUMPS, 2010 EDITION 32.003 (8) AND AS OUTLINED IN NFPA 13 - 22.1 AS PRELIMINARY PLANS TO PROVIDE A CLEAR 4. NFPA 24, PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2010 EDITION REPRESENTATION OF THE HAZARD TO BE PROTECTED, THE SYSTEM DESIGN CONCEPT, THE 5. FLORIDA FIRE PREVENTION CODE, 2014 EDITION PROPOSED WATER SUPPLY CONFIGURATION, AND BUILDING CONSTRUCTION INFORMATION PERTINENT TO THE SYSTEM LAYOUT AND DETAILING. FIRE SPRINKLER: 3, IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 61 G15-32.004 (4), INSOFAR AS ADDITIONAL THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER CHAPTER 22, OF NFPA 13 - INFORMATION IS SHOWN IN THESE ENGINEERING DOCUMENTS THAN IS REQUIRED, TLC IS 2010 EDITION. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS. CONTRACTOR'S RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH APPLICABLE SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS AND MATERIAL CODES, STANDARDS AND SOUND ENGINEERING PRINCIPLES. DATA SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND AUTHORITY HAVING JURISDICTION FOR APPROVAL PRIOR TO SYSTEM INSTALLATION. 4. SHOP DRAWINGS SHALL BE DEVELOPED AND SUBMITTED BY THE FIRE PROTECTION SUB- CONTRACTOR AS FOLLOWS: STANDPIPE DESIGN CRITERIA: A. THE FIRE PROTECTION INSTALLING SUBCONTRACTOR, IN ACCORDANCE WITHTHE FIRE HYDRAULIC DESIGN CRITERIA: AUTOMATIC WET (CLASS 3) PROTECTION SPECIFICATION SECTIONS, MUST PROVIDE LAYOUT DOCUMENTS OR WORKING PLANS (SHOP DRAWINGS) IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.002 STANDPIPE HYDRAULIC DESIGN CRITERIA: AND NFPA 13 CHAPTER 22 FOR TLC REVIEW. HYDRAULIC CALCULATIONS AND PIPE SIZES FOR EACH STANDPIPE SHALL BE BASED ON PROVIDING B. TLC WILL REVIEW THE SHOP DRAWINGS FOR ACCURACY, DESIGN INTENT AND COMPLIANCE WITH 250 GPM AT THE HYDRAULICALLY MOST REMOTE TWO HOSE CONNECTIONS ON THE MOST REMOTE THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE 61 G15 AND NFPA 13. STANDPIPE AND 250 GPM FROM THE MOST REMOTE HOSE CONNECTION ON EACH ADDITIONAL STANDPIPE AT A MINIMUM RESIDUAL PRESSURE OF 100 PSI AT THE HOSE VALVE OUTLET. C. IF THE LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATIONS (ANY DEVIATION FROM THE DESIGN PARAMETERS ESTABLISHED AND DOCUMENTED IN THESE PLANS), THE FIRE PROTECTION SUB- WATER SUPPLY DATA: CONTRACTOR SHALL REIMBURSE TLC ENGINEERING FOR ALL ENGINEERING FEES REQUIRED TO REVISE THE ENGINEERING DOCUMENTS AND FOR RESUBMISSION TO AHCA AND OTHER AHJ'S. THE CONTRACTOR SHALL PERFORM HYDRANT -FLOW TEST TO VERIFY WATER PRESSURE REQUIRED FOR HYDRAULIC CALCULATIONS. D. A COPY OF THE APPROVED SHOP DRAWINGS AND ENGINEERING DOCUMENTS SHALL BE PROVIDED FOR AHJ REVIEW AS REQUIRED FOR PERMITS. FARE PRIfi N TINCOSIVEMIONSRE CU TtC Ca FI .... P' T D N RA1_NEXS THE EXISTING FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE DURING THE CONSTRUCTION SHEET DESCRIPTION ISSUED AND INSTALLATION OF THE NEW FIRE SPRINKLER SYSTEM. ONCE THE NEW SYSTEM IS INSTALLED, FP001 GENERAL FIRE PROTECTION INFORMATION Yes CONNECTED TO THE WATER SOURCE, IS TESTED AND ACCEPTED BY THE AHJ THE EXISTING SYSTEM CAN BE DEMOLISHED. THE BUILDING SHALL NOT BE WITH OUT FIRE SPRINKLER FP111 FIRE PROTECTION DEMOLITION PLAN - LEVEL 1 - PHASE 1 Yes PROTECTION AT ANY TIME DURING CONSTRUCTION EXCEPT FOR THE TIME OF CONNECTING THE FP112 FIRE PROTECTION DEMOLITION PLAN -LEVEL 1 -PHASE 2 Yes NEW SYSTEM AND DISCONNECTING THE EXISTING SYSTEM. PROVIDE 72 HOUR NOTICE TO THE OWNER PRIOR TO SYSTEM SHUT DOWNS. COORDINATION WITH THE OWNER PRIOR TO SHUT FP121 FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - AREA 1 Yes DOWN OF THE EXISTING FIRE SPRINKLER SYSTEM IS REQUIRED TO IMPLEMENT OTHER MEANS OF FIRE SAFETY FOR THE BUILDING. FP122 FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - AREA 2 Yes FP21 1 FIRE PROTECTION PLAN - LEVEL 1 - PHASE 1 Yes TEMPORARY FIRE PROTECTION: PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION ZONES FP212 FIRE PROTECTION PLAN - LEVEL 1 - PHASE 2 Yes CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR ALL PHASES. FP221 I FIRE PROTECTION PLAN - LEVEL 2 - AREA 1 Yes FP222 FIRE PROTECTION PLAN -LEVEL 2 -AREA 2 Yes ©© � PROTECTION EFLW TEST DATA.......... FP301 FIRE PROTECTION RISER DIAGRAM Yes ...... STATIC PRESSURE: 40 PSI FLOW: 1508 GPM DATE: 01/14/2015 RESIDUAL PRESSURE: 30 PSI LOCATION: 7050 GALL BOULEVARD TEST CONDUCTED BY: CINTAS FIRE PROTECTION PRINKLRUOLMI D FIR .. E SYMBOL ORIFICE TEMP RESPONSE K-FACTOR FINISH MODEL STYLE PLATE MFG O 1/2" 1550 F QUICK 5.6 BRASS G5-56 CONCEALED WHITE RELIABLE ® 1/2" 200' F QUICK 5.6 BRASS F1 FR HORIZONTAL SIDEWALL HEAD GUARD RELIABLE 1/2" 155' IF - -- -- EXISTING PENDENT - EXISTING E 1/2" 1550 F QUICK 5.6 BRASS F1 FR UPRIGHT HEAD GUARD RELIABLE 212' 1/2" 212' F QUICK 5.6 BRASS F1 FR UPRIGHT HEAD GUARD RELIABLE [a 255 S, Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 E N 6 1 N E E R I N 6 Fax: 407-540-0234 FOR ARCUTECF9RE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. / Florida License #71576 "%%0111111 jet O E S titi� so�� F••.O. Q`0 No 71576 ;y TATE OF Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION lHunton • A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS GENERAL FIRE PROTECTION INFORMATION PROJ. NO. H-1502100 SHEET DRAWN JILL FP001 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 1 0 2 0 3 m 4 0 5 m 6 m 7 0 8 0 9 m 10 0 11 0 12 0 13 0 14 m 15 0 16 m 17 0 18 0 19 0 20 R P 0 N m L K H G F E m D 0 C Uj Of U_ w 0') IRT B LO 0 cc Lp A 00 (0 LO 1 1 /8" = I 1_0Vw of, A & 'A n- 7 9.0 111 0 113. 0----- 15. 9 A n \ ; �,_ !1 0'% r, � V AL u-, U-- .. .. . ....... .. .......... . . .. ....... .. — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - ---------- - ------------ 7 - - - - ------------ 7 - - - - - - - - - - - - - - - - - - - - - - - 7 1EXAM 2 --- --- ---- --- 41 T! �XAM 1 jA EXAM - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - A ON iL u F.E.G. -------------- r 4!.) --- i-J ------ -------- ---- STORE$ ------- ------ ----- ------- r - -- ------------ --- ------- ------------ A I i 7- JAN .......... .. ---------- tCART --------- ------- m X Am EX, CLU610 F .... 5 T A:T, 0 PmT----- - -- - -------- - - ........... 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L - - F- ------------- ---- ---------- — --------- J D URE ir 1 114" �W`I ----------- C1 EAN E N ATIO C ORI R C Qf�E A I/E M P T I Nd I! ............... 5 RAT [ON 1 1/4' 11/2" .............. - - - - - - - - - - - - - - - r NUR6E ION -LE V EXAM 1 A�54 EV R 3 6TA T R I A m > it_T_ A ---------- :;t tit L Cl) 14 J1 A r, A, T Ri C 0, R 1/2" I IAN 1 1/4" ST Or 4 - - _7 R 04 b -ING 1 1/2" 1 1/2" 1 111127 111/4" XAli, 34 32 31 71 I T N - ------ --------- YE 5T 15 UL E f -7 L r............ --------- ----------- -- - - --------- - .. ........... ..... . .. .. . .... .. ........... __T- - -- - - ----------- F7 LT- - P-T 0 BE 6 Ef V R 0 N F El N C I---------------- - - --_--_-- K UTI r n ELP TA un PTION > ------ roi. 21/2.1 2 1/2" 114" 1 1/2" /2" 1/4' /2" 21/ ---- --------- - ----------- --- 5 ---- .... .. E C ----- L ----- Ub'TATION ill 111-7 EEA [F CT r -R 'COP, 04 - --- --------- ---- - ---------------- J L7 Z_ ---------- OT --RE Ar 5 L 6-TL ',SUPPLY T ITT 1 112" 2 1/2" SCAN ROC ------------ C, I DD,3 - r 4" -- - - ------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =F7 Cli CA N A w X R� LI 1 1/4" q It 1A L r r J'i� :�� --------- ==L_ DD.6 . ..... . .... F 5 it 4" F.E.C. r------- "'ORR T L ----------- 3" J.w _L__ J 1/4" C 0 IR R _fI -_ Ill I ----------- It /IV mmm,m If F"- ----------- T di� r U;'' C EAN r ---- j C I_ lj — LE _11 BSf RV 41 at: *m sj,', w C M. AN .0, I M'j C-4 CQUIR v T EP F Q U 1,0 (L it 'p 2 1/2' 77- T L C^ VE RIAID f 112'" N ill i i All --- 11/4" m CC3.4 R F, RAP ---------- FLITUR�l RAO 3.9 6 FIRE PROTECTION DEMO PLAN - 1ST LEVEL - PHASE 1 (7) \Zl/ FIRE PROTECTION KEYNOTES 1 EXISTING SPRINKLER CONTROL VALVE WITH TAMPER AND FLOW SWITCH. 2 EXISTING STANDPIPE WITH 2-112" FDV. 3 EXISTING CONTROL VALVE WITH TAMPER SWITCH. 4 SPRINKLER IN ELEVATOR PIT. 5 REMOVE EXISTING PIPING AND PLUG OUTLET. TEMPOPARY FIRE PROTECTION PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR ALL PHASES. 255 S. Orange Avenue Suite 1600 Orlando, FIL 32801 Phone: 407-841-9050 E N 6 1 N E E It I N Fax: 407-540-0234 FOR ARCHITECTNRE www.tic-engineers.com @CopyrIght2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 %till 111111refflo % 0 7 576 L Z 13% E OF Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton *0 A R C H I T E C T S DATE SUBMISSION NO. 04,15Jb CONSTRUCTION DOCUMENTS FIRE PROTECTION DEMOLITION PLAN OR LEVEL I OR PHASE I PROJ. NO. H-15021-00 SHEET DRAWN JLL FP1 1 R IF 0 N m L K H G 0 F 0 E D B 0 A 2 m 3 0 4 0 5 0 6 7 0 8 9 10 0 11 0 12 13 14 T 15 m 16 0 17 m 18 0 19 0 20 CopyNght 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 i ■ H ■ G ■ F ■ E ■ D m ai ■ U lC r (Y C a w w U- b a� a: o ■ w L a m N u_ 00 v B T T O r. N � U v � N v Ln A 3 66 L co � r D O 0 LO T 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 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 fir" j ■ H ■ I. G ■ F ■ E ■ D Y 7 a) ■ Y U as to w C n. w Of U- b a� o ■ w z a a) N 2 IL 00 v B LO T T O J a) � U o �N U [h a� L LP A >' 00 Q N N LO o U L v> CL a 0 ® FIRE PROTECTION KEYNOTES 1 REMOVE EXISTING PIPING AND PLUG OUTLET. 2 EXISTING SPRINKLER CONTROL VALVE WITH TAMPER AND FLOW SWITCH. TEMPORARY FIRE PROTECTION PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR ALL PHASES. 255 S. Orange Avenue r um, - i Suite 1600 . - :. Orland, F o i i l ul 1 L 32801 — — t Fax 407 540-0234 ENGINE50 ENIN s III r ! # . _ _ Fax aec��recnxe www.tic-en ineers.com 1 I �. 9 ©Copy9 ri Engineering ht2016 TLC En ineerin for Architecture, Inc. K.+IE r . III i 1 I r`' COA 15 TLC NO: 115498 1 - - .- ... ..... II a 1 i i SEAL � -^ - Aaron Lee Johnson, P.E. Florida License #71576 III raIF _ .: I 3 ♦ •... O ',III; � -------rt ,:.. �. , ;: _.., •• ti _ . ___ ---- ._. _..... ... .. � _. ' _. '• to . �._._.: al(I__........ _. .... .. 7i ...__.:_..__._ _._____. _... ... L_______._...___._.._ ...._ ..,.- ...__..__..____.___ ___..__._.___ ._. _._ ., .___ ,___.,, __ _.._...._, . . ,....._ _......__..._,. ... _ ._... �.. .. __ _ ...... •� O _,- —__ NG 71576 'O'�t 2" 1III _ si V IIIQw - --- r - - - -'� *� i I • III III # tt� I ATE OF O 0 _ _. _ __ _ r _____ _ _ ____. ______ .____-_._. ___-____-_ ______ ); ui --- -- - ----- -- --------- - - ---- ! CNN t t m♦♦♦ i III x V ._.,_.. .,...., _., .......u_... __ -_ Florida Hospital ---- -- I I;. I T - i f — i I �« c» i t e erhills ,. I EMERGENCY ROOM RENOVATION ------------------------ i 1 � I _ - 1 ......... " I LL fi O 1 i _ . ......... ------ ------------- I ARCH I T E C T 4 — - t fi r..{� __ .,... }.1 � ,,y# I � 1 -�.i �.iXk' : '. � r.: .i..,.x.. `., 1 l / f DATE SUBMISSION N 11111111111111110�° 1 FIRE PROTECTION DEMO PLAN - 2ND LEVEL - AREA 1 1/8" =11-OFF 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 I >�ii .EC-L, LI,Ill..ia , :.YII� �. I I — I — — T — FIRE PROTECTION DEMOLITION PLAN - LEVEL 2 - AREA I PROJ. NO. H-15021.00 SHEET DRAWN JLL FP1 21 ■ 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 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 ® FIRE PROTECTION KEYNOTES 1 RELOCATE FVC CABINET. 2 REMOVE EXISTING PIPING AND PLUG OUTLET. R ■ P ■ O ■ N ■ i r M ■ L ■ K ■ J H t_ ■ G ■ F ■ ;1 E ■ D Y N ■ Y U ry W C IL w Of U_ b o ■ w a as N 2 00 It B to T T d'".t 0 co LL ■ U v M _ LO A 3 4 N LO 1 FIRE PROTECTION DEMO PLAN - 2ND LEVEL - AREA 2 1/8"=1R-0'F 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 61 N E E R I N 6 Fax: 407-540-0234 FOR ARCRITECTIRE www.tic-engineers.com @Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 11111111f'1® �.L E p • -J. Q : E. • r A • O • \ T • IS • : C =� T E OF • io 111", �i Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton BE A R C H I T E C T DATE SUBMISSION NO. P4.15.16 CONSTRUCTION DOCUMENTS FIRE PROTECTION DEMOLITION PLAN OR LEVEL 2 OR AREA 2 PROD. NO. H-15021.00 SHEET DRAWN JLL FP1221 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 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J r i • H ■ G ■ F ■ E ■ D m ai • co NT LLL Nr IL C a w U- b c m o ■ w a a� N w co LO B T T 0 � U o N U N T Lp A co Q m 2 C o (n o � c U L CL �a 0 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 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A R P ■ 2 ■ N ■ i''`'k, M ■ L ■ 21 ■ J H ■ G ■ F ■ E ■ 0 C r B I 0 M � A 00 0 N LO 18 ■ 19 ■ 20 ® FIRE PROTECTION KEYNOTES 1 REMOVE EXISTING SPRINKLER AND ARM -OVER TO NEW SPRINKLER(S) LOCATION. 2 CONNECT TO EXISTING SPRINKLER PIPING. R ■ 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 ■ N ■ Iv ■ L ■ 17 J ■ W Im255 S. Orange Avenue I ow Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ■ E N 6 I N E E R I N s Fax: 407-540-0234 FOR ARCRITECTORE www.tic-engineers.com ©Copydght2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. G Florida License #71576 ,`0 UIIOIIfI EE • J y�`�i m 576 '. e � • e • • �q • • . E OF 0T •. P �� F 411eee ■ Florida Hospital zephyrhills E EMERGENCY ROOM RENOVATION n Hunton WE 0 ARCHITECT DATE SUBMISSION NO. )4.15.16 CONSTRUCTION DOCUMENTS ■ A _._ ... nr >� �--, --"� O � FIRE PROTECTION PLAN - LEVEL 10-1 z 1- PHASE 2 aF, R, R,I A FIRE PROTECTION PLAN -1ST LEVEL - PHASE 2 PROJ. NO. H-1;?WA I.(00 SHEET DRAWN JLL FF1212 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 ■ 2 ■ 3 ■ 4 ■ 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ Q` P ■ O ■ N ■ M F� ■ L ■ K ■ J H ■ G ■ F ■ E ■ D Y U fC ry C a w Of U- b a� o ■ w s a a) N IL ao v B In T T O � J a) lY ■ � U N U N m `n IO A 00 Q v o N N m o U t m a a 0 1 1 /8" =1'-0" ® FIRE PROTECTION KEYNOTES 1 SPRINKLERS IN THE TOP OF THE ELEVATOR SHAFT. 2 CONNECT TO EXISTING SPRINKLER PIPING. 3 EXISTING SPRINKLER TO REMAIN IN THIS AREA. ag TEMPORARY FIRE PROTECTION 4 g 8.0 01 13 t PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL F '-� ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS _ INCLUDING CONSTRUCTION FOR ALL PHASES. ., -' -.: .- .. --------------------- 3 I , 9 \ ..«... . . i i i F } i. __..._.._... J .W it —r1'-j Nn, Dix I I I , _ I I k r _ FIRE PROTECTION PLAN - 2ND LEVEL - AREA 1 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 E N 61 N E E R I N 6 Fax: 407-540-0234 FOR ARCRITECTORE www.tic-engineers.com © Copyright 2016 TLC Engineering for Architecture, Inc, COA 15 TLC No: 115498 SEAL Aaron Lee Johnson, P.E. ,,o,F �`rldE Joe se #71576 E • S • .S �e�e % V • v • • :y:• T OF e 11/111 60 %% Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton : : • A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS FIRE PROTECTION PLAN - LEVEL 2 - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN JLL FP221 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 1 ■ 2 ■ 3 IN 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 IN 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E D ai ■ U t6 NT ILL. r C a w T U_ b o ■ w CL N 2 00 IT B LO T T 0 '— J w N J LO A 3 co 3 o a N LO 1 1/8" =1F-0" FIRE PROTECTION PLAN - 2ND LEVEL - AREA 2 REMOTE AREA SECOND FLOOR OCCUPANCY 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 FIRE PROTECTION KEYNOTES 1 RECESSED FIRE VALVE CABINET (FVC)18x18x8 FOR 2-1/2" FDV. 2 6" DN RE -CONNECT TO EXISTING 6" ON FIRST FLOOR. 3 EXISTING FVC. 4 1-114" DRAIN LINE. 5 2-112" FLOOR CONTROL VALVE W1 TAMPER AND FLOW SWITCH 6 CONNECT TO EXISTING SPRINKLER PIPING. 7 EXISTING SPRINKLER TO REMAIN IN THIS AREA. TEMPORARY FIRE PROTECTION PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR ALL PHASES. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENBINEERINo Fax:407-540-0234 FOR ARCUTECTORE www.tic-ongineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. FI W2.ijw4se #71576 ®,o ..� ENS+ • •Sl®�� 3 o 2r 0 1 6 • -p • ; Ci 09 •: SAT IF • ®so,� .•e �� o Q.•� `2000 A �® Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION H u -[---]to n I* A R C H I T E C T DATE SUBMISSION NO. P427J& CONSTRUCTION DOCUMENTS FIRE PROTECTION PLAN - LEVEL 2 OR AREA 2 PROJ. NO. 14-15027.00 SHEET DRAWN JLL FP222 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 IN 9 IN 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 IN 17 IN 18 IN 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 IN 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ �- M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D cc U to w T r C a. w w LL b a� o ■ w r a a) N 00 Iq B LO r _ O J w N � U N U � s ICOn A 00 N m LO r= o s 'C a O n WN 1 I HYDRAULIC RISER DIAGRAM -FIRE PROTECTION 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N 6 I N E E R R N e Fax: 407-540-0234 FOR RRCRIFECFRRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 ��•' 71 76 •Ar • • • G TA � • l '••.•O R .•' (� �� �ooS•..... S/ONA�`�?��, Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton NEON A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS FIRE PROTECTION RISER DIAGRAM PROJ. NO. H-15021.00 SHEET DRAWN JLL FP301 1 ■ 2 ■ 3 ■ 4 IN 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 IN 12 IN 13 ■ 14 ■ 15 ■ 16 IN 17 ■ 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.huntonbrady.com License AAC001744 - -TT I I !!... - Jl.ljl A, '....:Ll l L.11 1.11..AhlAl'..I II I ..'..'.. 111"I II. L ., 1 111 __ -._ __ � T _ .. T _ _ �i1 -T fl.. -- . I -., I I . I-TI'._-_ i s T..11 T- -- .. .'_..TT.� 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ .. ,r M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D C) 0 Cl) �I 0o C J a 0 a� o ■ w a a� N 2 ao v B cu 0 0 J a) v J `c d N A ) CV s WC 1 FLOOR MOUNTED ACCESSIBLE WATER CLOSET L 4 ACCESSIBLE WALL HUNG LAVATORY VITREOUS CHINA, 1.6 GALLON FLOOR MOUNTED, DIRECT -FED SIPHON JET, ELONGATED CLOSET VITREOUS CHINA LAVATORY, 20" X 18", WITH FRONT OVERFLOW, SELF DRAINING DECK AREA & BOWL WITH 1-1/2" TOP SPUD, FULLY GLAZED TRAPWAY, BOLT CAPS WITH RIM OF FIXTURE 17" A.F.F. CONTOURED BACK W/ SIDE SPLASH PANELS, PROVIDE FIXTURE PUNCHED FOR SINGLE HOLE INSTALLATION AND CONCEALED ARM CARRIER SUPPORT. 1.6 GALLON CHROME PLATED FLUSH VALVE(EXPOSED), METAL OSCILLATING NON -HOLD OPEN HANDLE, 1 -INCH I.P.S. SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, BATTERY OPERATED DECK MOUNTED SENSOR TYPE FAUCET, WITH CHROME PLATED BRASS 5-1/4" VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-1/2" TOP SPUD, WALL AND SPUD GOOSENECK SPOUT, COVER PLATE, 12-VOLT AC TRANSFORMER REQUIRED. FLANGES, SOLID RING PIPE SUPPORT, AND 2" OFFSET TO AVOID GRAB BAR, MOUNT FLUSH VALVE HANDLE MAX. 44" A.F.F.. CHROME PLATED CAST BRASS GRID STRAINER WITH 1-1/4" O.D. TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4" X 1-1/2" BRASS P-TRAP WITH CLEANOUT PLUG AND SLIP NUTS. PROVIDE P-TRAP AND CONTOURED SEAT SHALL BE EXTRA HEAVY SOLID PLASTIC W/ OPEN FRONT LESS COVER, SEAT TAILPIECE WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE SHALL INCLUDE STAINLESS STEEL SELF SUSTAINING CHECK HINGE FEATURE. COLLARS TO ALLOW PIPE CONNECTION, PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT AND COLD ANGLE STOP AND WATER SUPPLY COVERS OF SAME MATERIAL. BASIS OF DESIGN 3/8" LRS, CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP CHINA - AMERICAN STANDARD - 3043.102 BELL FLANGE ESCUTCHEON AND 112" CHROME PLATED COPPER EXTENSION TUBE. FLUSH VALVE - SLOAN ROYAL "II" 115-1.6-YB-YK SEAT - BEMIS-1655-SS/C CONCEALED ARMS FLOOR MOUNTED CARRIER: COATED STEEL UPRIGHTS WITH WELDED FEET, CAST IRON ADJUSTABLE HEADERS, STEEL SLEEVES, ALIGNMENT TRUSS AND FASTENERS WC 2 FLOOR MOUNTED ACCESSIBLE WATER CLOSET BASIS OF DESIGN VITREOUS CHINA, 1.6 GALLON, FLOOR MOUNTED, DIRECT -FED SIPHON JET, ELONGATED CLOSET CHINA -AMERICAN STANDARD - 0356,015 BOWL WITH 1-1/2" TOP SPUD, FULLY GLAZED TRAPWAY, BOLT CAPS WITH RIM OF FIXTURE 15" A.F.F. FAUCET -CHICAGO -116.113 STRAINERITRAP - MCGUIRE-155WC/PW 2150 WC 1.6 GALLON CHROME PLATED FLUSH VALVE(EXPOSED), WITH INFRARED SENSOR(ISOLATED SUPPLIES - MCGUIRE - H170LK OPERATOR) AND INDICATOR LIGHT, NON -HOLD -OPEN INTEGRAL SOLENOID OPERATOR. 1 -INCH I.P.S. CARRIER - ZURN ZR-1231 SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, FOR 1-1/2" TOP SPUD, WALL AND SPUD FLANGES, SOLID RING PIPE SUPPORT, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-1/2" TOP SPUD, WALL AND SPUD FLANGES, SOLID RING PIPE CONTOURED SEAT SHALL BE EXTRA HEAVY SOLID PLASTIC WITH OPEN FRONT LESS COVER. SEAT S 1 SINK SHALL INCLUDE STAINLESS STEEL SELF SUSTAINING CHECK HINGE FEATURE, SINGLE COMPARTMENT SELF RIMMING SINK CONSTRUCTED OF TYPE 30218-8 STAINLESS STEEL, 22" BASIS OF DESIGN X 19" X 7-1/2" DEEP. INTERIOR AND TOP SURFACES SHALL BE POLISHED TO A HIGH LUSTER FINISH. PROVIDE SINK WITH STAINLESS STEEL CRUMB CUP STRAINER. PROVIDE FIXTURE PUNCHED FOR CHINA -AMERICAN STANDARD - 2234.015 3-HOLE FAUCET INSTALLATION ON 4-INCH CENTERS. FLUSH VALVE - SLOAN ROYAL "II" 111 ES-S (1.6) SEAT - BEMIS-1655-SSIC 8-INCH WIDESPREAD COMBINATION CHROME PLATED BRASS FAUCET, WITH RIGID GOOSENECK (5.3/8" WIDE) SPOUT AND 2.0 GPM LAMINAR FLOW REGULATOR, VANDAL RESISTANT 4-INCH WRIST BLADE HANDLES WITH COLOR CODED INDEXES AND RENEWABLE SEATS IN MONEL, OUTLET OF SPOUT TO BE MINIMUM OF 5- INCHES ABOVE RIM OF FIXTURE. WC 3 FLOOR MOUNTED FLOOR OUTLET ANT -LIGATURE ACCESSIBLE WATER CLOSET 3/8 INCH I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE WITH SWEAT 16 GAGE, 304 STAINLESS STEEL, SEAMLESS WELDED CONSTRUCTION, 1.28 GALLON FLUSH, DIRECT -FED CONNECTION. SIPHON JET, ELONGATED CLOSET BOWL WITH 1-1/2" BACK SPUD, FLOOR MOUNTED FLOOR OUTLET WITH BOLT CAPS WITH RIM OF FIXTURE 18" A,F.F. UNIT SHALL COME WITH INTEGRAL BOWL AND ALL EXPOSED CHROME PLATED 17 GAUGE 1-1/2 X 1-1/2 P-TRAP WITH CLEANOUT. SURFACES SHALL BE POWDER COATED WHITE. PROVIDE WATER CLOSET WITH A 10" ROUGH AS A STANDARD. BASIS OF DESIGN 1.28 GALLON CHROME PLATED FLUSH VALVE (CONCEALED), INFRARED SENSOR OPERATED WITH SINK- ELKAY LR-2219/LK-99 STAINLESS STEEL ACCESS PANEL, 1-INCH I.P.S. SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, FAUCET- CHICAGO-786-E29VP ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-112" BACK SUPPLIES - MCGUIRE- H170LK SPUD, 120V124VTRANSFORMER. TRAP-MCGUIRE-8912 BASIS OF DESIGN S-2 ANTI LIGATURE SINK CLOSET - WHITE HALL - 2142W-2-EG10 SINGLE COMPARTMENT SINK WITH 304 STAINLESS STEEL FAUCET WITH ADA PUSH BUTTON CONTROL. FLUSH VALVE - SLOAN ROYAL - OPTIMA 140-1,28 ES-S TMO SWB SEAT - INTEGRAL 112" COMPRESSION X 318" COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH CHROME L 1 ACCESSIBLE WALL HUNG LAVATORY PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. VITREOUS CHINA LAVATORY, 20" X 18", NTH FRONT OVERFLOW, SELF DRAINING DECK AREA & CHROME PLATED 17 GAUGE 1-1/2" X 1-1/2" OFFSET P-TRAP WITH CLEANOUT. CONTOURED BACK W/ SIDE SPLASH PANELS, PROVIDE FIXTURE PUNCHED FOR COMBINATION FITTING ON 8-INCH CENTERS AND CONCEALED ARM CARRIER SUPPORT. BASIS OF DESIGN 8" WIDESPREAD COMBINATION CHROME PLATED BRASS FAUCET, W/ RIGID GOOSENECK NOZZLE AND SINK - ODD BALL SP-11 LAVATORY 2.0 GPM LAMINAR REGULATOR, VANDAL RESISTANT 4 INCH WRIST BLADE HANDLES WITH COLOR SUPPLIES - MCGUIRE - H170 -LK CODED INDEXES AND RENEWABLE SEATS IN MONEL, OUTLET OF SPOUT SHALL BE MINIMUM 5 INCHES TRAP - MCGUIRE - 8912 ABOVE RIM OF FIXTURE. CHROME PLATED CAST BRASS GRID STRAINER WITH 1-1/4" O.D. OFFSET TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4" X 1-1/2" BRASS P-TRAP W/ C.O. PLUG AND SLIP NUTS. PROVIDE P-TRAP & TAILPIECE WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE COLLARS SH 1 ACCESSIBLE SHOWER VALVE AND DRAIN TO ALLOW PIPE CONNECTION. PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT AND COLD ANGLE STOP AND WATER SUPPLY COVERS OF SAME MATERIAL. ANTI -SCALD BALANCED PRESSURE CONCEALED SHOWER VALVE WITH STAINLESS STEEL BALANCING PISTON, VOLUME CONTROL, INTEGRAL SERVICE STOPS, INTEGRAL BI-METAL THERMOMETER WITH 3/8" I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP STAINLESS STEEL COMPONENTS MOUNTED IN SHATTERPROOF CASE AND ALL METAL CHROME BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. PLATED TRIM. CONCEALED ARMS FLOOR MOUNTED CARRIER: COATED STEEL UPRIGHTS WITH WELDED FEET, CAST HAND SPRAY UNIT ON 30" WALL MOUNTED ADJUSTING BAR, FLEXIBLE METAL HOSE WITH WALL IRON ADJUSTABLE HEADERS, STEEL SLEEVES, ALIGNMENT TRUSS AND FASTENERS CONNECTION AND INTEGRAL IN -LINE VACUUM BREAKER. SHOWER HEAD WITH MAX. 2.5 GPM FLOW REGULATOR. BASIS OF DESIGN COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND CHINA -AMERICAN STANDARD - 0356.015 ADJUSTABLE COLLAR WITH 6" ROUND TOP, NICKEL BRONZE STRAINER. FAUCET - CHICAGO - 786-E29VP STRAINER/TRAP - MCGUIRE-155WC/PW 2150 WC BASIS OF DESIGN SUPPLIES - MCGUIRE - H170LK CARRIER - ZURN ZR-1231 VALVE AND SHOWER HEAD SYSTEM - SYMMONS-1-25VT-FS-B30 SHOWER STALL DRAIN - ZURN ZN-415 L 2 INTEGRAL COUNTER LAVATORY SH-2 ACCESSIBLE SHOWER VALVE WIDIVERTER AND DRAIN LAVATORY BOWL PROVIDED AS INTEGRAL PART OF COUNTERTOP BY ARCHITECTURAL, COORDINATE DRAIN CONNECTION AND FAUCET HOLE FOR THREE HOLE INSTALLATION, ANTI -SCALD BALANCED PRESSURE CONCEALED SHOWER VALVE WITH STAINLESS STEEL BALANCING PISTON, VOLUME CONTROL, INTEGRAL SERVICE STOPS, INTEGRAL BI-METAL THERMOMETER WITH 8" WIDESPREAD COMBINATION CHROME PLATED BRASS FAUCET, W/ RIGID GOOSENECK NOZZLE AND STAINLESS STEEL COMPONENTS MOUNTED IN SHATTERPROOF CASE AND ALL METAL CHROME 2.0 GPM LAMINAR REGULATOR, VANDAL RESISTANT 4 INCH WRIST BLADE HANDLES WITH COLOR PLATED TRIM, CODED INDEXES AND RENEWABLE SEATS IN MONEL, OUTLET OF SPOUT SHALL BE MINIMUM 5 INCHES ABOVE RIM OF FIXTURE. HAND SPRAY UNIT ON 30" WALL MOUNTED ADJUSTING BAR, FLEXIBLE METAL HOSE WITH WALL CONNECTION AND INTEGRAL IN -LINE VACUUM BREAKER, SHOWER HEAD WITH MAX. 2.5 GPM FLOW CHROME PLATED CAST BRASS GRID STRAINER WITH 1-114" O.D. OFFSET TAILPIECE, CHROME PLATED REGULATOR CHROME PLATED BRASS DIVERTER AND FIXED ADJUSTABLE SHOWER HEAD WITH 17 GAUGE 1-1/4" X 1-1/2" BRASS P-TRAP W/ C.O. PLUG AND SLIP NUTS, PROVIDE P-TRAP & TAILPIECE FLANGE AND ARM, ALL TRIM SHALL BE COPPER NICKEL CHROME PLATED. WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE COLLARS TO ALLOW PIPE CONNECTION. PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT AND COLD COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ANGLE STOP AND WATER SUPPLY COVERS OF SAME MATERIAL. ADJUSTABLE COLLAR WITH 6" ROUND TOP, NICKEL BRONZE STRAINER. 3/8 INCH I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS BASIS OF DESIGN DEEP BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. VALVE AND SHOWER HEAD SYSTEM - SYMMONS- 1-1 17VT-FS-B30 BASIS OF DESIGN SHOWER STALL DRAIN - ZURN Z-415 BOWL - INTEGRAL WITH COUNTERTOP FAUCET - CHICAGO - 786-E29VP STRAINERITRAP - MCGUIRE-155A/PW 2150 SUPPLIES - MCGUIRE - H170LK L 3 ACCESSIBLE WALL HUNG LAVATORY VITREOUS CHINA LAVATORY, 20" X 18", WITH FRONT OVERFLOW, SELF DRAINING DECK AREA & CONTOURED BACK W/ SIDE SPLASH PANELS, PROVIDE FIXTURE PUNCHED FOR COMBINATION FITTING ON 8-INCH CENTERS AND CONCEALED ARM CARRIER SUPPORT. 8" WIDESPREAD COMBINATION CHROME PLATED BRASS FAUCET, W/ RIGID GOOSENECK NOZZLE AND 2,0 GPM LAMINAR REGULATOR, VANDAL RESISTANT 4 INCH WRIST BLADE HANDLES WITH COLOR CODED INDEXES AND RENEWABLE SEATS IN MONEL, OUTLET OF SPOUT SHALL BE MINIMUM 5 INCHES ABOVE RIM OF FIXTURE. CHROME PLATED CAST BRASS GRID STRAINER WITH 1-1/4" O.D. OFFSET TAILPIECE, CHROME PLATED 17 GAUGE 1-114" X 1-1/2" BRASS P-TRAP W/ C.O. PLUG AND SLIP NUTS. PROVIDE P-TRAP & TAILPIECE WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE COLLARS TO ALLOW PIPE CONNECTION, PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT AND COLD ANGLE STOP AND WATER SUPPLY COVERS OF SAME MATERIAL. 318" I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 112" CHROME PLATED COPPER EXTENSION TUBE. CONCEALED ARMS FLOOR MOUNTED CARRIER: COATED STEEL UPRIGHTS WITH WELDED FEET, CAST IRON ADJUSTABLE HEADERS, STEEL SLEEVES, ALIGNMENT TRUSS AND FASTENERS BASIS OF DESIGN CHINA -AMERICAN STANDARD - 0356.015 FAUCET - CHICAGO - 786-E29VP STRAINER/TRAP - MCGUIRE-155WC/PW 2150 WC SUPPLIES - MCGUIRE - H170LK CARRIER - ZURN ZR-1231 SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION CA - COMPRESSED AIR CA - COMPRESSED AIR STANDARDS. FD-1 FLOOR DRAIN - - - _ =AV= _ - - - ACID VENT AFF - ABOVE FINISH FLOOR 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. - - - - - AW - ACID WASTE COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND AW - ACID WASTE AV - ACID VENT 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS - CB - CATCH BASIN BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS PROBABLY EXIST ADJUSTABLE TYPE "S" NICKEL BRONZE STRAINER, 6" SQUARE TOP, TAPPED FOR TRAP PRIMER = - _ _ =AW- _ _ - -BELOW GROUND ACID WASTE CD -CONDENSATE DRAIN CONNECTION, VANDAL PROOF. C ID - CUBIC FEET PER HOUR AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. CD - ABOVE GROUND CONDENSATE DRAIN CO -CLEANOUT UBICFEE COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS DETERMINED BASIS OF DESIGN = _ _ _ =CD- _ _ - - BELOW GROUND CONDENSATE DRAIN CONT - CONTINUATION DURING CONSTRUCTION, WILL BE NECESSARY. DA - DENTAL AIR CW - DOMESTIC COLD WATER 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE ZURN - Z-415-P-6" X 6" TOP -VP DI - DEIONIZED WATER TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK. DI - DEIONIZED WATER DN - DOWN DV -DENTAL VACUUM DS - DOWNSPOUT 5. NOTIFY OWNER AT LEAST 24 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. SA 1 SHOCK ARRESTER DWG - DRAWING SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. SERVICES - DOMESTIC COLD WATER EXIST OR (E) - EXISTING ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR WORKING HOURS. PISTON OPERATED, TYPE "K" COPPER BARREL WITH BRASS THREADED ADAPTOR. ALL JOINTS SHALL __ __ - DOMESTIC HOT WATER ETR - EXISTING TO REMAIN BE MADE WITH 95-5 LEAD FREE SOLDER. THE PISTON SHALL BE EQUIPPED WITH TWO (2) '0" RINGS TO °F - DEGREE FAHRENHEIT 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT PROVIDE A PERMANENT MECHANICAL BARRIER BETWEEN FLUID AND PRE -LOAD AIR CHARGE. ___ ___ - DOMESTIC HOT WATER RETURN FCO - FLOOR CLEANOUT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL ARRESTORS MAY BE INSTALLED IN VERTICAL AND HORIZONTAL POSITION. FD - FLOOR DRAIN FOF -FUEL OIL FILL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN FOF - FUEL OIL FILL CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND THE ARRESTOR SHALL BE FULLY GUARANTEED FOR ENTIRE SYSTEM LIFE. FOG - FUEL OIL GAGE FOG - FUEL OIL GAGE OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. FOR - FUEL OIL RETURN FOR - FUEL OIL RETURN NOTE: FOS - FUEL OIL SUPPLY 7. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. FOS -FUEL OIL SUPPLY FOV -FUEL OIL VENT FS - FLOOR SINK 8. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL SHOCK ARRESTORS SHALL BE PROVIDED AT ALL FIXTURES AND BATTERIES OF FIXTURES WHETHER = _ _ _ =FOV= _ _ _ - FUEL OIL VENT G -GAS OR NOT THEY ARE SHOWN ON THE DRAWINGS. G -GAS GPH - GALLONS PER HOUR ROOMS OR AS SPECIFICALLY NOTED. GPM - GALLONS PER MINUTE 9. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON - BASIS OF DESIGN GR - KITCHEN WASTE (GREASE) GR - KITCHEN WASTE (GREASE) ACCESSIBLE CEILINGS. A -MEDICAL COMPRESSED AIR HB - HOSE BIBB HD -HUB DRAIN PRECISION PLUMBING PRODUCTS - SC SERIES V -MEDICAL VACUUM HW - DOMESTIC HOT WATER 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND HWR - DOMESTIC HOT WATER RECIRCULATING FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR N - NITROGEN IE -INVERT ELEVATION EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS TP 1 AUTOMATIC TRAP PRIMER VALVE N20 - NITROUS OXIDE IW - INDIRECT WASTE FOR FINAL FINISHES. O -OXYGEN KW - KILOWATT 11. FLASH AND COUNTER -FLASH ROOF PENETRATIONS. MACHINED OF CORROSION RESISTANT BRASS SHALL NOT CONTAIN SPRINGS OR DIAPHRAMS, "0" LBS -POUNDS RING SEALS TESTED FOR RELIABILITY BETWEEN -40 TO4500 F. INLET OPENING SHALL BE 1/2-INCH S - ABOVE GROUND SANITARY MA OR A -MEDICAL AIR 12. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH MALE NPT, OUTLET SHALL BE V2-INCH FEMALE NPT. - - - _ =S= -BELOW GROUND SANITARY MV OR V -MEDICAL VACUUM ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. MH -MANHOLE TRAP PRIMER OPERATES VIA LINE PRESSURE DROP AND DOES NOT NEED TO BE PLACED NEAR - _ - - - - - - - - - SANITARY VENT NI OR N -NITROGEN 13. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE N20 -NITROUS OXIDE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. FIXTURE. ST -ABOVE GROUND STORM NC -NORMALLY CLOSED _ =ST= _ _ _ _ - BELOW GROUND STORM NIC - NOT IN CONTRACT 14. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. BASIS OF DESIGN - - - NO - NORMALLY OPEN STO - OVERFLOW STORM DRAIN NP - NON -POTABLE WATER 15. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. PRECISION PLUMBING PRODUCTS - - - NITS - NOT TO SCALE =STO= _ _ - -BELOW GROUND OVERFLOW STORM OD -OUTSIDE DIAMETER MS 1 MOP SINK = = 16. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, SW - SOFT COLD WATER OX OR V -OXYGEN APPLIANCES AND APPARATUS. PRV -PRESSURE REDUCING VALVE PRECAST TERRAllO WITH STAINLESS STEEL CAP, 24" X 24" X 12", TERRAZZO SHALL BE MADE OF VAC - VACUUM (AIR) PSI - POUNDS PER SQUARE INCH GREY MARBLE CHIPS CAST IN WHITE PORTLAND CEMENT TO PRODUCE A COMPRESSIVE STRENGTH WO - WASTE OIL PVC -POLYVINYL CHLORIDE PIPE 17. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. OF NOT LESS THAN 3,000 P.S.I. TERRAllO SURFACE SHALL BE GROUND AND POLISHED WITH ALL AIR RD - ROOF DRAIN 18. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE. HOLES AND/OR PITS TO BE GROUTED AND EXCESS REMOVED. DRAIN BODY SHALL BE STAINLESS WOV - WASTE OIL VENT RPBP - REDUCED PRESSURE BACKFLOW PREVENTOR STEEL CAST INTEGRAL, AND SHALL PROVIDE FOR A CAULKED LEAD CONNECTION AND NOT LESS r1 - WATER METER SAN -SANITARY 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL THAN 1 INCH DEEP TOA3INCH PIPE. SD i�C - - - - HOSE BIBB OR WALL HYDRANT SF - SQUARE FEET TYPE 304, 20 GAUGE STAINLESS STEEL SPLASH PANELS, 12" HEIGHT SECURED TO WALL ON 2 SIDES. COI -CLEAN OUT PLUG SH -SHEET 20. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET ST -STORM FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. CO I i - WALL CLEANOUT STO - OVERFLOW STORM DRAIN SERVICE FAUCET SHALL BE CHROME PLATED WITH RENEWABLE SEATS IN MONEL, VACUUM SW - SOFT COLD WATER 21. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) BREAKER, INTEGRAL STOPS AND SPRING CHECK VALVES, ADJUSTABLE WALL BRACE, PAIL HOOK, COI - WALL CLEANOUT V -VENT PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS AND 3/4 INCH HOSE THREAD ON SPOUT. CO VAC - VACUUM UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE-ROUTED AT NO - FLOOR CLEAN OUT VC - VACUUM CLEANING ADDITIONAL COST. BASIS OF DESIGN VTR - VENT THRU ROOF FD OCFD CC - FLOOR DRAIN WCO - WALL CLEANOUT 22. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER SINK - WILLIAMS SBC-1700-2-BP ROOF DRAIN VVTR - WATER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE (p1 - FAUCET - T&S BRASS - B-0665-BSTP FIXTURE. FS EC - FLOOR SINK 23. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL - SHUT-OFF VALVE IN VALVE BOX CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, CS 1 FLOOR MOUNTED CLINICAL SERVICE SINK ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS - SHUTOFF VALVE CONTRACTOR OR FURNISHED BY OTHERS. VITREOUS CHINA, SIPHON JET, FLOOR MOUNTED, INTEGRAL FLUSHING RIM, 4-INCH FLOOR OUTLET, �-R �d1 - BALL VALVE 1-112-INCH TOP SPUD AND STAINLESS STEEL RIM GUARDS. 24. PROVIDE CERTIFIED COPY OF MEDICAL GAS TEST REPORT AT FINAL A.H.C.A. INSPECTION. -CALIBRATED BALANCING VALVE EXPOSED FLUSH VALVE, CHROME PLATED, METAL OSCILLATING NON -HOLD OPEN HANDLE, 1 -INCH v- - CHECK VALVE (SWING) I.P.S. SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-1/2" TOP SPUD, WALL AND SPUD - PRESSURE REDUCING VALVE FLANGES, AND SOLID RING PIPE SUPPORT. - SOLENOID OPERATED VALVE HEAVY DUTY FITTING ASSEMBLY WITH BOTTOM BRACE, VACUUM BREAKER NOZZLE WITH PAIL HOOK - - REDUCED PRESSURE BACKFLOW PREVENTER AND 3/4-INCH HOSE THREAD ON OUTLET. MINIMUM DIMENSIONS OF 4-3/4-INCH FROM FINISH WALL TO - RELIEF OR SAFETY VALVE BACK OF FAUCET, AND 11-3/4-INCH FROM FINISH WALL TO CENTER OF OUTLET. 1/2 INCH I.P.S. M -= ___........... MFEMALEINLETS ON 8-INCH CENTERS WITH INTEGRAL STOPS, 6-INCH WRIST BLADE HANDLES, COLOR -GAS COCK................ . ............ CODED INDEXES, AND TEFLON WASHERS. - GAS PRESSURE REGULATOR WALL MOUNTED DOUBLE PEDAL VOLUME CONTROL WITH SELF CLOSING VALVES, EXTENDED HOT G - SHUTOFF VALVE ON RISER SHEET NAME ISSUED AND COLD PEDALS, 1/2-INCH I.P.S. FEMALE INLETS, INTEGRAL LOOSE KEY STOP VOLUME CONTROL - GAS COCK ON RISER VALVE WITH 3/8-INCH FEMALE OUTLET. MINIMUM DIMENSION FROM FINISH WALL TO TIPS OF PEDALS P001 GENERAL INFO, LEGENDS & SHEET INDEX - PLUMBING Yes SHALL BE 13-INCHES FOR CLEANING OF FLOORS. WALL MOUNTED ALL BRASS CHROME PLATED nq. - CONNECTION, TOP P111 GRAVITY DEMOLITION PLAN - LEVEL 1 - PHASE 1 Yes 3/8-INCH I.P.S. VACUUM BREAKER WITH FEMALE BOTTOM INLET AND TOP OUTLET WITH UNION COUPLINGS. MINIMUM DIMENSION FROM FINISH FLOOR TO BOTTOM OF FITTING SHALL BE 60-INCHES Y -CONNECTION, BOTTOM P112 GRAVITY DEMOLITION PLAN - LEVEL 1 - PHASE 2 Yes OR AS PER LOCAL CODE. C -ELBOW, TURNED DOWN 255 S. Orange Avenue P113 PRESSURE DEMOLITION PLAN - LEVEL 1 - PHASE 1 Yes Suite 1600 FIVE FOOT REINFORCED RUBBER HOSE WITH EXTENDED SPRAY OUTLET. DO NOT INSTALL A SELF 0 - ELBOW, TURNED UP P114 PRESSURE DEMOLITION PLAN - LEVEL 1 - PHASE 2 Yes Orlando, FL 32801 CLOSING VALVE BETWEEN THE VACUUM BREAKER AND THE CONTROL VALVE. 1/2-INCH I.P.S. MALE [a Phone: 407-841-9050 - TEE, TURNED UP P115 MEDICAL GAS DEMOLITION PLAN - LEVEL 1 - PHASE 1 Yes E N G 1 N E E N I N G Fax: 407-540-0234 INLET ADAPTER, SUPPLY SHALL BE ALL BRASS WITH CHROME PLATED WALL HOOK, 3/8-INCH I.P.S. FOR ARCR�TECTORF www.flc-engineers.00m FLANGED FEMALE INLET. -TEE, TURNED DOWN P116 MEDICAL GAS DEMOLITION PLAN - LEVEL 1 - PHASE 2 YeS ©Copyright2016 TLC Engineering for Architecture, Inc. MOUNT CLINICAL SINK ON TERRAllO PEDESTAL BASE COMPOSED OF GREY MARBLE CHIPS CAST IN C - CAP P121 PLUMBING DEMOLITION PLAN - LEVEL 2 - AREA 1 Yes COA 15 TLC NO: 115498 PORTLAND CEMENT GROUND SMOOTH, GROUTED & SEALED TO RESIST STAINS. - DIRECTION OF FLOW P122 GRAVITY DEMOLITION PLAN - LEVEL 2 - AREA 2 Yes SEAL Aaron Lee Johnson, P.E. BASIS OF DESIGN AP-XX - ALARM PANEL P123 PRESSURE DEMOLITION PLAN - LEVEL 2 - AREA 2 Yes o�b�iowlrtkinse #71576 P124 MEDICAL GAS DEMOLITION PLAN LEVEL 2 PHASE 2 Y�® � fie;:®�®,� .• +LEE MAP-XX -MASTER ALARM PANEL - - es • J0 e°e,e CHINA - AMERICAN STANDARD - 9504.013/ 7832.017 P211 GRAVITY PLAN -LEVEL 1 -PHASE 1 Yes ® ����CE�s':y2'�. FLUSH VALVE - SLOAN - ROYAL 117-0-YB-YK MGO-XX - MEDICAL GAS OUTLET r ; _ �` • �N FITTING-CHICAGO-814-VBIII) MGV-XX -MEDICAL GAS VALVE BOX P212 GRAVITY PLAN - LEVEL 1 - PHASE 2 Yes o%; �® ��576 _Z PEDAL VALVE &BED PAN WASHER CHICAGO 910 G 777 19K P221 GRAVITY PLAN - LEVEL 2 - AREA 2 Yes "®`�>' * • PEDESTAL BASE FIAT 7H 537 e--�► -CONNECT TO EXISTING i 0/ P231 GRAVITY PLAN - LEVEL 3 - AREA 1 Yes I.'. STATE OF Cr �-1.- -DEMOLISH TO POINT INDICATED P232 GRAVITY PLAN - LEVEL 3 - AREA 2 Yes��•� �` WCO WALL CLEANOUT ee ss •` f ••- REVISION REFERENCE P311 PRESSURE PLAN - LEVEL 1 - PHASE 1 Yes ,i'ADURA-COATED CAST IRON BODY CLEANOUTTEE, WITH GAS AND WATERTIGHT TAPERED THREAD P312 PRESSURE PLAN - LEVEL 1 - PHASE 2 YeS' PLUG AND ROUND, SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. 1 - DETAIL REFERENCE: TOP -DETAIL#, P2.01 BOTTOM -DRAWING# SHOWN ON P321 PRESSURE PLAN - LEVEL 2 - AREA 2 Yes BASIS OF DESIGN P411 MEDICAL GAS PLAN - LEVEL 1 - PHASE 1 Yes ZURN -Z-1446 1 P412 MEDICAL GAS PLAN - LEVEL 1 - PHASE 2 Yes Florida Hospital P421 MEDICAL GAS PLAN - LEVEL 2 - AREA 1 Yes FLOOR CLEANOUT NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT P422 MEDICAL GAS PLAN - LEVEL 2 - AREA 2 Yes Zephyrhills FCO P501 PLUMBING DETAILS Yes DURO-COATED CAST IRON CLEANOUT WITH MEMBRANE FLANGE WITH CADMIUM PLATED CAST IRON P502 PLUMBING DETAILS Yes COUNTERSUNK PLUG. ADJUSTABLE HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP P601 PLUMBING RISER DIAGRAMS -GRAVITY Yes BASIS OF DESIGN P602 PLUMBING RISER DIAGRAMS - GRAVITY Yes EMERGENCY ROOM RENOVATION FLOOR - ZURN - ZN-1400 P603 PLUMBING RISER DIAGRAMS - GRAVITY Yes P604 PLUMBING RISER DIAGRAMS - PRESSURE Yes S 1 SINK P605 PLUMBING RISER DIAGRAMS - PRESSURE Yes SINGLE COMPARTMENT SELF RIMMING ADA SINK CONSTRUCTED OF TYPE 304 P606 PLUMBING RISER DIAGRAMS - PRESSURE Yes 18-8 STAINLESS STEEL 22" X 19" X 6-1/2" DEEP. INTERIOR AND TOP SURFACES SHALL BE POLISHED TO A HIGH LUSTER FINISH. PROVIDE SINK WITH CRUMB CUP u n t o n • . � STRAINER. 8" CHROME PLATED BRASS FAUCET, VANDAL RESISTANT 2.2 GPM FLOW REGULATOR, SINGLE LEVER HANDLE AND 10" SPOUT. A R C H I T E C T 1/2" COMPRESSION X 3/8" COMPRESSION CHROME PLATED ANGLE SUPPLY STOPS WITH CHROME PLATED 12" FLEXIBLE RISERS AND ESCUTCHEONS. CHROME PLATED 17 GAUGE 1-1/2" X 1-1/2" OFFSET P-TRAP WITH CLEANOUT. DATE SUBMISSION NO. BASIS OF DESIGN 04.15.16 CONSTRUCTION DOCUMENT5 SINK - ELKAY - LRAD2219 FAUCET - CHICAGO - 2300-8CP SUPPLIES - MCGUIRE - 2165CC TRAP - MCGUIRE -1000 WC / 8912 SP 1 ELEVATOR SUMP PUMP CAST IRON PUMP WITH POWDER COATED EPDXY FINISH AND STAINLESS STEEL FITTINGS. IMPELLER IS NON -CLOGGING CAST IRON VORTEX DESIGN CAPABLE OF PASSING 1/2" SPHERICAL SOLIDS AND HAS AUTOMATIC RESET THERMAL OVERLOAD PROTECTION. SENSOR DIFFERENTIATES OIL AND WATER AND ALERTS MAINTENANCE PERSONNEL WITH AUDIBLE AND LIGHT ALARMS OF HIGH WATER OR OIL DETECTED. BASIS OF DESIGN GENERAL INFO, LEGENDS & ZOELLERPUMP COMPANY -940-0005(N573/10HP,115VPUMP) SHEET INDEX - PLUMBING PROJI. NO. 14-15021.00 SHEET DRAWN ALB Pool R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ 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, Crlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 1 m 2 m 3 m 4 0 5 0 6 m 7 m 8 0 9 0 10 0 11 0 12 2 13 0 14 m 15 0 16 0 17 0 18 0 19 m 20 SHEET NOTES: R m P 0 N m L K H G F E D (.6 Cl) F ry C 0 0 LU _F_ N 7- IL 00 B LO m 0 0 0 D ,4 D A 3 N 5 ----------- -- -- ---------------- D1 . ... . ...... . .. I�XA141 t _7777 XAM 'a 1 1 1/8" = 1 1-091 6� A ITRAUM EXAM TLT 00 AM 0 I C E GleN ON CA r j FEC� _:7 w V 7 U `9-0) 1 0 rj.0 1 .0 17.0 �4.0\ 5. U I AN f. ........ CART EXAM I L 0 EXAM L E.O� NUR5E E HOLD LU61ON T n -- ------ -L OUN G__ E" . . . ......... ---------- w 'T 0 F 1 C� EXIST 2" V XM 0 D ON T Airet I N A T bN EXIST 2" V T (E) FCO EXIST tLW-LCKR6 1 _-_ � - -- - -------------- - - ------- - - - III EXIST EXIST M CE& FCO(E) EXIST 6" - ----- E IS PE CON, ------ P, 81 10LU f001 ---- - ----- 0! D L X A M IfCK L �XAM 0 EXIST 4" FCO(E) RA N 7 L 6TOF L A F=, T EXIST 4" S 0 0 [P �EXAI m LEXIST 2" V UNGE . ....... ...... ........... EXI�S�2- 6 - - - - - - - ---------- EXIST 2" V T EXIST 2" V FETIS-T)i - ------- - EXIST 2" V--- EXIST �-EXIST 2" V —V G EXIS I (RORR EXIS AM' 0 0 U '.M EXIST 4' T 2"- EXIS 11 x mi m 14 CAV L EX IST 2 V (EXIST j lctm 'I V T If 771-T M 'EXIST 6" S T EXIST 6" ST \�-EXIST 8" ST EXIST 4" S EXIST 6" EXIST 12"ST EXIST 8" ST 4 �—EXIST 3" V -T 0--EXIST 4" S EXIST S FICO(E) EXIST 8" ST T 4" S C, 0 F, EXIST 4" S-� �_EXIST Z'V EXIS IST 8 E ST FCO(E) ==7EXIST 4" S ------- y=21 -EXIST 2" EXIST 4" IST 4" S EXIST 2" EXIST 6" S EXI EXIST 2" V ST 4" S EXIST 2" fE IST =XA XAM EXIST 2" Hj�p D E \,',A M RESULT t6---EXIST 2" -------------- R o, m o 0, �ic- FXAM� -------- - --- - - - - - ---------- ----------- - --- --- .. ..... 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EXIST 2"V F TAGING J, EXIST 2" V T R IA z CO(E) FCd(E) r g_'� p _ , =� Ii- r "T EXIST 4" S 9 J 44--- — ------ N, if L 'AM XA`111 EX4 E XA m EXAM Ze If L 34 F AlT I1,11A 1 1 ING EXIST 2 V7 26T155ULE .4 L L INx i A w m 4 Mg �,M 9� 5 % mm wm 2_6 L . ......... -- ------ -- - T ------------ - FF.2---- V* .99-9— P"a W_ R-M I X if 17 a_ EXIST 2" 0 5:16 E P, V V EXIST 4" 03 FIERENCE RS CON 2" EXIST 211 L WORIK EXIST -J� -ICE jy_�, 9 - ------ in, LiE _TZ' if EXIST 2" W 'R. j IRRR T A 1 R T77 [�—EXIST 4" UPS �7_ 1 1 c4� fpR 3 x UN r F, CEM 01 ec e- a,= 1 EXIST 4"4 4 J A EXIST 2"—� if !i --L 1 � L 11 if — - -------- E E. 4i -- - ----- EXIST 2" A I A 11 fpll)�)11 b, I BTATION iLi Ail, Z-=,:;, �IST 2" )EXIST 2" V j=EXIST 2" EXIST 2")LEE � ill, _�, EXIST 2' EXIST 2" V ------- - ------ - ----------- - ---- --------------------- ----------- - - - ---- - ---------------------------- ------ - ------------- - q EXIST 2" EXIST 2" _41 0 15.51 V j Bil �—EXIST 4" S A if r HXIST 2" V Rq 14 ')NT A CT CL V EXIST 2 EXIST 2" XIST 2,,- L j T FZ0 L dF d EXIST 0 0 SCAN FUTURE EXIST 4" S F, x 2 'T 5CAN f C DD,3 4" 8 4 1 77, EXIST 4' A E E IS —EX 01 if I, 1� jl "'i IST 2" 6% RAG 5 2" E U, �—EXIST 4" S EXIST 2" V FCO(E),/' I XIST 4" S R V I EXIST 4" S �_ -w` I - 4- H/S ----EXIST 4" S ---------------- --- r; _11 77 EXIST 2 EXIST 4" S F. E." j1H D DJ ---------- V-4 E X TI-T-l" S EXIST 3 --EXIST 4" S EXIST 4" S 44 A r - ----------- j J- 01, EXIST 2" Pi - ---------- ----- -0 5 5--mi I cc. I V N 0 13 6 - P, Vl,� (D jL -�QUIR JAN H, W EXIS A=rf: RAID ST 2"-L-L4 mmo Eil --- --- - --- 111 z =A _j C z 1 - - 141". L 1 1 010 .. ....... ....... ..... A L E CH( -7— RAD GRAVITY PIPING DEMO PLAN - 1ST LEVEL - PHASE 1 3A 3-9) 5�6 6 PLUMBING KEYNOTES 1 EXISTING 3"V IN CEILING AND UP. 2 EXISTING 4"S IN CEILING AND UP TO LEVEL ABOVE. 3 EXISTING 2"V IN CEILING AND UP. 4 EXISTING 8"ST IN CEILING AND UP TO LEVEL ABOVE. 5 EXISTING 8"ST IN CEILING AND DOWN TO UNDERGROUND. 6 EXISTING 6"ST UNDERGROUND AND UP TO LEVEL ABOVE. 7 EXISTING 6"ST IN CEILING AND UP TO LEVEL ABOVE, 8 1 EXISTING 6"ST IN CEILING AND DOWN TO UNDERGROUND. 9 EXISTING 4"S UNDERGROUND AND UP TO LEVEL ABOVE. 10 REMOVE EXISTING PLUMBING FIXTURE. REMOVE EXISTING SANITARY PIPING UNDERGROUND TO BRANCH FITTING AND CAP. REMOVE EXISTING VENT PIPING IN CEILING TO BRANCH FITTING AND CAP. 11 REMOVE EXISTING PLUMBING FIXTURES AND ASSOCIATED PIPING BACK TO A POINT INDICATED ON THE DRAWINGS. FIELD VERIFY EXACT ROUTING BEFORE DEMOLITION. 255 S. Orange Avenue Sufte 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEEKI N 6 Fax- 407-540-0234 FOR ARCHITECTURE WWW.Ile-engineers.com 0 Copyright 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 0 eE W*-- - 5,k 71576 % 01 4. 00 '-04. 0 R'l ID Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION 0 Huntion " A R C H I T E C T S DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS GRAVITY DEMOLITION PLAN - LEVEL 1 - PHASE 1 PROJI. NO. H-15021-00 SHEET DRAWN AL5_ Pi 11 R P 0 N m L K H G F E D C 0 B m A 2 3 4 5 6 0 7 0 8 9 10 11 12 0 13 0 14 0 15 0 16 0 17 0 18 0 19 0 20 Copyrfight 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 11 _T1 ------ T____ I __T 1 m 2 m 3 0 4 1111111 5 0 6 0 7 0 8 m 9 1111111 10 1111111 1 1 0 12 0 13 0 14 0 15 0 16 0 17 0 18 0 19 0 . 20 SHEET NOTES: R F, 0 0 0 N 0 m L 0 K H G F E 0 D (D F Cl) C 0 w N I: L 00 0') B co 0 0 N LO A 2 < (O LO CL 0 tL) > IEXAM M EXAM 2 A I4 - ---- ---- - tRA UM A ITLT III1CARDIAC 5LOO /1,411 E 41 m 16OL4TION IIIGYN IIION CALL II— - ----- ---- -- - - IIloll I0,7119 ICE tItIIIIIIIT4 F E. IIitICOPIR IIIIIIIIItJ A N IIIL -1 --- ------ - - I_T_ IIIICART IiitEXAM 501L I;=XAM il OFF I CE. ill - I - NUR5E III1 5 17.0 SECLUSION 0� A4 U ----I.u: b.0 0 P IR I----------- - ------ ------- --- ---- ...... --- ---- --- - ---------- - - ------- - ------------- - ----- IIIIIIF-E�,C. 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I IM UJ TU L T, L C 0 V�_ mmo ttIIICC.4-- --------- I3.9 6 6 GRAVITY PIPING DEMO PLAN - 1ST LEVEL - PHASE 2 / \1 PLUMBING KEYNOTES 1 EXISTING 4"S IN CEILING AND UP TO LEVEL ABOVE. 2 EXISTING 4"S IN CEILING AND DOWN TO UNDERGROUND. 3 EXISTING 3"V IN CEILING AND UP. 4 EXISTING TV IN CEILING AND UP. 5 EXISTING 6"ST UNDERGROUND AND UP TO LEVEL ABOVE. 6 EXISTING 6"ST IN CEILING AND UP TO LEVEL ABOVE. 7 EXISTING 6"ST IN CEILING AND DOWN TO UNDERGROUND. 8 REMOVE EXISTING 8"ST UP TO A POINT IN CEILING AND PREPAPRE END FOR RECONNECTION. EXISTING 8"ST UP TO LEVEL ABOVE TO REMAIN. 9 REMOVE EXISTING PLUMBING FIXTURES AND ASSOCIATED PIPING BACK TO A POINT INDICATED ON THE DRAWINGS. FIELD VERIFY EXACT ROUTING BEFORE DEMOLITION. 10 REMOVE EXISTING 4"S UP TO A POINT IN CEILING AND PREPARE END FOR RECONNECTION. EXISTING 4"S UP TO LEVEL ABOVE TO REMAIN. 255 S. 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Florida License #71576 E jo A E N 0 No 76 ST 4 N fill its Florida Hospital e hyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T S DATE SUBMISSION NO. 04J5.1(o CONSTRUCTION DOCUMENTS PRESSURE DEMOLITION PLAN - LEVEL 1 AA PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN AL13 """""""""""""P114 1 0 2 0 3 4 5 6 7 8 9 10 11 12 13 14 15 m 16 m 17 m 18 m 19 m 20 CopyCight 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 Lcense AAC001744 - 0 w.w \, / I R 0 I ,^,! - I I . I I : I I I I ; i P I I ! I I --,..--. "", . .. ...... � `�(El 'F__ - 0 �_ I i i I i I i I i I I I 0 i I I � � m � N I I I - , ■m , '! - I i m i (-,, . 0 ) I L , . ) ,i . 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NO. 14-15021.00 SHEET IIIIIIIIIIIIIIIIIIIIIIIIIII A DRAWN AL13 I I � � P115 i 0 2 m 3 0 4 0 5 m 6 0 7 0 8 0 9 m 10 m 11 0 12 m 13 0 14 0 15 0 16 0 17 0 18 0 19 m 20 Copyright HuntonBrody Architects P.A. All Rights Reserved. 800 N. 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CO _ fi' 1 MEDICAL GAS DEMO PLAN -1ST LEVEL - PHASE 2 1/81, = 1'-01, H( Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton • • A R C H I T E C T DATE SUBMISSION NO. 04,15.16 CONSTRUCTION DOCUMENTS MEDICAL GAS DEMOLITION PLAN - LEVEL 1- PHASE 2 PROD. NO. H-15021,00 SHEET DRAWN AL5 Pi 1 ( 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 vww.huntonbrody.com License AAC001744 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ k H I ■ G ■ F ■ E ■ D ■ C ■ B ■ 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 co 0 Cl) I . C m 2 D J Dr c 0) m 0 ■ w a- 4) N 2 ao v B co O J I '> Of ■ U 2 0- co IR :; A N 0 N 1 1 /81, =1 E-0" I , i - £ 1.5 e'^a �. _ SHEET NOTES: a ? c �' t` :i y 6 � a _ . ' ` +'' 3 0' a . 0 , . � , 6 . , 1 e . 0 , ; �t 8 . °+i . �4-+.c` � � . O � . E a 11 -_—"�r . ---' s '.� : __.___ a v� o 'a.�` � F . U` - PLUMBING KEYNOTES .. . _ T __ e �a-a.:..� _._,, .._., _......_--..._.....,,,__.,...,-___._........................_..,...... Ip,' I ;I _ ..... r ; �" I "-. w""...-, ; , i I ti ,__..... ___.____ 1 REMOVE EXISTING PLUMBING FIXTURE. REMOVE ASSOCIATED ,;: ;� I r' EXISTING SANITARY, VENT, COLD AND HOT WATER PIPING TO W =: { „r l= i. I . _______ __ __,____. ___,, _ _ _ _, _.__ ".____ ___ __. __ _ ., w _ ' _ �--__ _____�_. ____ , _; j _ _ ____ _-"_ _-". - -"_-. "-_- � BRANCH CONNECTION AND CAP. a _� r r . ' r _ I ," I 2 RE-ROUTE AND OFFSET EXISTING PIPING IN CEILING OF TOILET ti4 h ' , _ _ °' i I i,, ROOM AND LOCATE OUTSIDE OF DEMOLITION AREA IN 11"_' t! I; I� , - ;' .. _ -_: I I PREPARATION FOR NEW ELEVATOR SHAFT OPENING. _ _ ' m.a __ w-��_____ _ ____._11, ____._ : ; : 'rd:= _ iI: 11 I i 'l, �i i i' III I - , M ,, ,,.,, f ,. . . I I; i m,., , _- ff rc I g ;; - - n �' I l t I __ __ ________ a = - ._ i �_u__- - ..� - - __ - _- __- _____ - ___ .r _..� :: I .,� . . i - ,- Ii ;i i ; I__ �, li1. 1 -'>._ _-`. - a '.,.,_M, l,i '',, ; € ! I % + _ i �. I ( > ��e i i - ' --' I T , , I .. 11 I r j ' -r - µ L"I i . _ �.. 7 - I �.--- _. 1 ;. �:' ' _<�_ "' - --- - - - - j---------- -- ----- - --.. - ---.—._.. - — — -- -- - - -- �� ~' �.. �'� f1 �� -- __ :' _ :1 I i , _ _ x :�i �.-_.. I - _ :. I 11 / b. / -:. R .a _ '�_.' 7 j -11 I ij ,m a � �.. i , 1 I. -11 4.� ( - j I ... I -i ,,, _- : M..,_. ,,...._,......,..._. Y-__. , .._ ..._ ..w-.�.---. . , . -. .v,,,,- .M o-..a.: h i N h.. - . h .. , - --. - 1 :.�:,.�:aaa�:«<«<.«.,,«...r+e�� I .._,,.,.........-,. i t i ..,,_.1.., ___,.::' ". ,�.. ,,..___.cwk.,..... ], _ .. _.,,..,.",.,,..,.... ,_._ :...- .I... .— - _ —_ .— i ,:__.,.....,_ _ yy 1 ,: ...I�Z, - -F c_,. _ .. _ _. - __ --I 11 _ - - _ I _.. . , ' ' III - I -K.N , # , 1 ,.:nF. r'.t. ,� .-�.- . 1 Wiz.,, i I j - .1 - ¢ I> ,, hs . ,, a ,,, - - . ,.a `- f -- - °� (r ' '.iirt rah =3 .,rj f, ; P{.`f �� "� _ ry , i / i j <� ; l i 7 ": ('�„:w''. ,`l, z 7 ,.,,:r as , _ • I - ,I ;,� r. I e 1 i ."r,aa , ', I ::,....._.w,.... Y.-. i i N` I 1-1I .. i sy +', w„s i I __ _ -_ _ _ I _ l µ �- _ __ _, e 1 I 10 _ _ r I 1.i r, .. I 11 r -.y,.r _, ,.: , i I ._...,__._�..................._ . _ -.. s.. -. . __ __ ___ _ ____ _. l n t _. s- , , -_-__ ___ ____.,.-______._ _____ _ i _ aj € i -- ..:.. € , -{.': �.l I _a 11 ,ate ; __ 4 .., :, - - v r -i / 7 _ >_- - ., ` - - r_:. 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Dui _ ' j 3 3.,I ro.. j ;I - _, I ,. _ 1 I. 8 i^, i „ , - _ __.----�----- - _____ - _ 1 = a: f= _ ! _. f..- z- _� ,�.:, i f_.. _ ;, . , I -. r ,, - w, x � b .yam,: tile, .; ; 1 fi "I I, I , a.=" T, �r { ;; rI -., i _ _ . -- - _, ) I: I i , __ ' _. _ _�1111 _...._ ,. ..._ ... - _ i _ 1__ I'll _ _- _ __ _ __---- _ - __ ._ ... _____ _.. �� ._--.--____ . __ _ ..._ _. � _ -___. ._._._, _ ._. ____._ ____-.., _._ _ - _ �.4 - I _ I _ - I 11 I " I °' I I .1 r _.1 m- _ __ - _ _ - 1 II I' 1 �� 1 li I i �ai:t11. I ` '11;1 i' i - 1 i '� -... - i r : is '. -- - -- , , 11 .. v. `, -. ,.tenI I ORE .. ,.ate. III . , NY s s :: _a......... ' __ _--__..____.___ ___. ._..-___ ...- _ - _ - - r - - - - - _ „_ — - - - - --- 17:1, , v i i w� t7 , pp : I . � ». ,. : :: _ .. :ww.;.;_ I: I I : i .. ,:_ -.. 1 : i .. i i s I i : ! - _.__.._. .___.m ,_.- _ 3 - " I ,, _ , �: __ ._ I " -- - _.. 1. ... _ _.. ___ __., EL I ,., ' ,. ,,1 1 _ ,i I - . 11' ,. c� 3 , -- ; , „y _ _ a — -_ —_ I 1 t i ;, _ ---- I , 1p �, ��: -- 1-1 ._ = ' r: _ _ �. 1 ' I 1; z t - "� - — i 3 I h t. �,�,� _ f ,;� 1 - I i. i , . "- � ���- -` -- __---_-_ �� ___ s , Iamw , _.. - . PRESSURE PIPING DEMO PLAN - 2ND LEVEL - AREA 1 wommom 255 S. Orange Avenue I ow Suite 1600 Orlando, FL 32801 1 ow Phone:407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. F��'�'I'f9Q,97 1576 �'4 JO �i ��� •,....•,IV , y �i .. %•• 71576 :2 ® 01. • • � r • • * • • . m e.0: •.� � P N. STATE dF _ Ltv l Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton WL A R C H I T E C T DATE SUBMISSION NO. � .15.16 CONSTRUCTION DOCUMENTS PLUMBING DEMOLITION PLAN - LEVEL 2 - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN AL5 P121 R P ■ 0 m N m M ■ L K ■ J H ■ G F ■ t E 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 A -- - -' -- , .:- u.: I:,. -I i '���;+n :. n�r. L,m I �f. ,ammo ,: , ; ; - - 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 SHEET NOTES: R ■ r P ■ O ■ N ■ M r ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D _o Cl) Cb C m J a 0 c a� o ■ w a a> N 1 ao B U O J a) U CL J � a A � cV z 3 0 a N LO 1 1 /8" =11.0" GRAVITY PIPING DEMO PLAN - 2ND LEVEL - AREA 2 PLUMBING KEYNOTES 1 REMOVE EXISTING PLUMBING FIXTURE AND PREPARE EXISTING WATER AND WASTE CONNECTION FOR NEW PLUMBING FIXTURE. 2 EXISTING 3"V UP TO EXISTING 3"VTR. 3 REMOVE EXISTING PLUMBING FIXTURES IN BATHROOM AND PREPARE EXISTING WATER AND WASTE CONNECTION FOR NEW PLUMBING FIXTURE. 4 EXISTING 4"S IN CEILING BELOW AND DOWN. EXISTING 4"V OFFSET FROM EXISTING 4"S IN CEILING BELOW. 5 EXISTING 4"V IN CEILING BELOW (SHOWN FOR CLARITY). 6 EXISTING 4"V UP TO EXISTING 4"VTR. EXISTING 4"V DOWN TO CEILING BELOW. 7 REMOVE EXISTING VENT UP TO CEILING. EXISTING 3"V UP TO EXISTING 3"VTR TO REMAIN. 8 REMOVE EXISTING PLUMBING FIXTURES AND ASSOCIATED PIPING BACK TO A POINT INDICATED ON THE DRAWINGS. FIELD VERIFY EXACT ROUTING BEFORE DEMOLITION. 9 REMOVE EXISTING SANITARY P-TRAP AND CAP STUB WITH WALL CLEANOUT. EXISTING RISER AND VENT TO REMAIN. 10 EXISTING 4"S UP TO LEVEL 2 CEILING AND CAPPED. EXISTING 4"S IN CEILING BELOW AND DOWN. 11 EXISTING 8"ST IN CEILING AND UP TO EXISTING ROOF DRAIN. 12 EXISTING 8"ST IN CEILING AND DOWN. in255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 FOR GHCHITE:CTWU wwwAlc-engineers.00m ©Copyrighi2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 r�sr®rar®® ®�ooi 0 ♦ •• '•�Qti oo� IV kq 9 71576 ®9 a •. O STAT OF s At Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton : 11 A R C H I T E C T DATE SUBMISSION NO. �4.15.16 CONSTRUCTION DOCUMENTS GRAVITY DEMOLITION PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN AL5 P122. R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E D C ■ B ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 _-1 _T1 IL II. eii ■ 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 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 SHEET NOTES: R ■ P IN O ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D 0 Cl) m C J LL O s= O W a N N 2 IL ap v B U O J - N � U N CL U 0) N �r A Q a o m o 1 118" = 1'-01 1 PRESSURE PIPING DEMO PLAN - 2ND LEVEL - AREA 2 PLUMBING KEYNOTES 1 REMOVE EXISTING PLUMBING FIXTURES IN BATHROOM AND PREPARE EXISTING WATER AND WASTE CONNECTION FOR NEW PLUMBING FIXTURE. 2 REMOVE EXISTING PLUMBING FIXTURES AND ASSOCIATED PIPING BACK TO A POINT INDICATED ON THE DRAWINGS. FIELD VERIFY EXACT ROUTING BEFORE DEMOLITION, [a 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 FURGRCRITECTURE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 �0ome®®e®sa®,®®p LEE PP�•••\C.. NS y��y 715718 ®• e • s • • TATE fir` C OF jOil Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton • s A R C H I T E C T DATE SUBMISSION NO. P4.15.16 CONSTRUCTION DOCUMENTS PRESSURE DEMOLITION PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-1502100 SHEET DRAWN AL13 P 123 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 I ,,. 1 r _ T_ T__ ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Hunton6rody 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' 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 1 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ I P ■ O ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D 0 M 1 _�2 ry CO C J a 0 c a� w CL a) N _ IL 00 B U O J — N � U N d U � a) A Q CV a mLO o D U T Q 0 n i I 1 MEDICAL GAS DEMO PLAN - 2ND LEVEL - AREA 2 SHEET NOTES: PLUMBING KEYNOTES 1 REMOVE EXISTING MEDICAL GAS OUTLETS AND PIPING TO LOCATION INDICATED ON PLANS. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax: 407-540-0234 FOR AR CXfTE CTURE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. f.,W 11feeope #71576 • 71576 • ;� o y s • TAT OF A%- ®®® �®�®0l1111111®4 Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton WWCRT ARCH I TE DATE SUBMISSION NO. 04.15.16 CONSTRUCTION ]DOCUMENTS MEDICAL GAS DEMOLITION PLAN - LEVEL 2 - PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN ALB P124 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 IN 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 C ■ B ■ A 1 M ■ L ■ ■ J H ■ G ■ F ■ E ■ 9 0 Cl) F ry i C m J a b c a� o ■ w :Z a� N 2 ao B U O J � U N 2 0— N U N lt L A N Q o mLO o U �L Q 0 I 3 ■ i" A 18 ■ 19 ■ SHEET NOTES: 20 PLUMBING KEYNOTES 1 TV PIPE CAPPED IN CEILING FOR PHASE 2 WORK. 2 4"S PIPE CAPPED UNDERGROUND FOR PHASE 2 WORK. 3 1 EXISTING 3"V IN CEILING AND UP. 4 EXISTING 4"S IN CEILING AND UP TO LEVEL ABOVE. 5 EXISTING 8"ST IN CEILING AND UP TO LEVEL ABOVE. 6 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 EXISTING 4"S UNDERGROUND AND UP TO LEVEL ABOVE. 13 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. 16 SUMP PUMP IN RECESSED PIT OF ELEVATOR SHAFT. SEE DETAIL 1 ON P502. 17 PROVIDE BACK WATER VALVE, SEE DETAIL #2 SHEET P502. 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 BACKWATER VALVE EQUAL TO ZURN 1099. R ■ P ■ O ■ N ■ M ■ L ■ K ■ H I 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ■ ENGI N IEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com ©Copyrigh12016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 G I SEAL Aaron Lee Johnson, P.E. Flol;Imkense #71576 No 71576 �. ® I ® E of �� y �� �••... o• ®``� F r' ONA® ■ Florida Hospital z phyrhills i E EMERGENCY ROOM RENOVATION D Hunton mm A R C H I T E C T DATE SUBMISSION NO. C W5.16 CONSTRUCTION DOCUMENTS f� O PLAN LEVEL 1 vA_ , G2i G s L 9H� Hid t i'r � GC SR :. az 'k'^• i..42 Siff' i ,� 7t,.v. .. GRAVITY PIPING PLAN -1ST LEVEL - PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN AL5 P211 ■ 2 ■ 3 ■ 4 ■ 5 ■ j,�', 6 ■ 7 ■ \ ■ `, ■ 10 ■ s11■ �j 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 ■ B ■ 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 0 CY) w C m Z) J or O G N C ■ W Q N _ I 00 B U O J Q' ■ cfl U N U M N A L N Q Cp LO 1= s 0 T Q O n i 1 1/8" = 1'-0" SHEET NOTES: PLUMBING KEYNOTES 1 EXISTING 6"ST IN CEILING AND UP TO LEVEL ABOVE. 2 EXISTING 6"ST IN CEILING AND DOWN TO UNDERGROUND. 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 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"S IN CEILING AND DOWN TO UNDERGROUND. 12 CAP EXISTING SANITARY PIPE UNDERGROUND. 13 CAP EXISTING VENT PIPE IN CEILING. 14 PROVIDE WALL CLEANOUTS AT THE BASE OF EACH SANITARY, STORM AND STORM OVERFLOW RISER. (CLEANOUTS NOT SHOWN IN ALL CASES FOR DRAWING CLARITY.) 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 EUR URCUITECTURE www.110-engineers.00m © Copyright 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 E E JO®�� No 7 576 0� • oe qAA El ®ems R l 0. •�\��®� /ONA®'488111®E;;oo®®� Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton • .I* A R C H I T E C T r ATE SUBMISSION NO. .J. CONSTRUCTION DOCUMENTS GRAVITY PLAN - LEVEL 1- PHASE 2 PROJ. NO. H-15021,00 SHEET DRAWN ALB pe12 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 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 ■ _2 M ca C J a 0 m Q ■ w a a) N ao v B �.n 0 0 J N ■ U � N A � N s o S N 1 GRAVITY PIPING PLAN - 2ND LEVEL - AREA 2 1/8" = 1'-0" PLUMBING KEYNOTES 1 JEXISTINGVS UP TO LEVEL 2 CEILING AND CAPPED. EXISTING 4"S IN CEILING BELOW AND DOWN. 2 EXISTING 3"V UP TO EXISTING 3"VTR. 3 EXISTING 4"S IN CEILING BELOW AND DOWN. EXISTING 4"V OFFSET FROM EXISTING 4"S IN CEILING BELOW. 4 EXISTING 4"V UP TO EXISTING 4"VTR. EXISTING 4"V DOWN TO CEILING BELOW. 5 EXISTING 4"V IN CEILING BELOW (SHOWN FOR CLARITY). 6 EXISTING 2"V DOWN. 7 CONNECT 3"V UP TO EXISTING 3"V IN CEILING. EXISTING 3"V UP TO EXISTING 3"VTR. 8 EXISTING 8"ST IN CEILING AND DOWN. 9 EXISTING 8"ST IN CEILING AND UP TO EXISTING ROOF DRAIN. 10 EXISTING 2"V UP TO EXISTING 2"VTR. 11 ROUTE 1" CONDENSATE PIPING WITH P-TRAP FROM FAN COIL UNIT TO STORM RISER PROVIDE BACKWATER VALVE EQUAL TO ZURN 1099. go255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 FOR.R NIECTORE ,w,.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 % LE E •••\G E /V ti''ms w 4s, d 111to 7157rr- 6 •:Z v'OST TE OF. f. '® Ni �®toe all e�® Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton • • A R C H I T E C T r DATE SUBMISSION O..15.16 CONSTRUCTION DOCUMENTS GRAVITY PLAN - LEVEL 2 - AREA 2 PROJ. NO. 14-15021.00 SHEET DRAWN ALB P221, 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 - _ - ---T- r ■ 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 ■ 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 M I lb C J O C O ry 0 ■ W Iz O N 2 W ap �n B T_ U O � J N � U N 2 a. o U M N s �t A 2 N (.0 m o v s 0 Q 0 1 /8" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 --- -. _. _. _ -.---- -- --------- --_ -- - - ------FF7 1 1 11--- IF�-----_I. rT- I -- --T- HEET NOTES.- PLUMBING KEYNOTES 1 CAP PIPING IN CEILING FOR PHASE 2 WORK. 2 112" 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. in255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 FOR A R CRI T E C T -1R E www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. FI i�a License #71576 eeoe�,o® E j0 `` ENS* : No 71576 ••:� o O C? � B®A®91� Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton : • A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS PRESSURE PLAN - LEVEL 1 - PHASE 1 PROJ. NO. H-W21.00 SHEET DRAWN ALB P311 ■ 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.hunfonbrady.com License AAC001744 00 0 M _o I Ib J a 0 a� 0 w a m N 2 co m L2 0 J N U N N N 0 N LO ■ 18 ■ 19 ■ 20 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. in255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FOR ARCHITECTURE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida®W jgp71576 LEENo 71576 � s Ar ® -33• 6 m . ST TEJ OF l; , ® Off. I w:7 1% ■ C ■ 1 ■ M ■ L ■ K ■ J ■ H ■ G ■ F Florida Hospital Zephyrhills E EMERGENCY ROOM RENOVATION Huntonl*wff. . A R C H I T E C T 104.15.16 CON5TRUCTION DOCUMENT$ .... . ,...�.................. .... v.:,... a^........,: i. oPRESSURE PLAN LEVEL 1 6.0 0 ,:NN .. � »:a�s:�. .9rsJ qm�>�'a ym .l' .-r.� . 3 �.i �':"' >.-> -r . ,, b.. - -a »»r ..;• f : � � n. E>.. .'; ia�i r, ir'=n ....... _ :. �� m:� � F.;t;,t-,* �ll�.,,•,n.. .^ 9 t,�'' ...,.,.._ �3 .�,= ,n„>,,. .,,,,,,,-' _�—; ,:^ ) !7f d.+�..,r �-�+-«n? *u�eud �,4,,.,.3 :• -`.'�''�'i'.t� "a-..w'xe3 �. .,,5»�'-,....... i",�;,,,'>�:' , l _ ,. . -<-� .. _-... � - . r s a z PHASE 2 PRESSURE PIPING PLAN - 1ST LEVEL - PHASE 2 PROJ. NO. H-15W2100 SHEET DRAWN ALB P31 2 mmmm"i ■ 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 I - I - i I I I T rn� -- - ------ .. ■ 0 ■ L ■ RE ■ A ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 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 I { N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E D C) _o M m C D J a 0 c a� w Z a a� N 2 ap v B u� co U O J N U U M N v A Q cp o o ; t m �L S� 0 1 1 /8" = 1'-0" PRESSURE PIPING PLAN - 2ND LEVEL - AREA 2 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 1/2" 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. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 FOR AR C N I T E C TU RE www.tic-engineers.com (DCopyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Flor00i �#71576 0000 �. �' • E /1+s�•!��� '% 0 71576 eW STAT r Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton WE • A R C H I T E CI DATE SUBMISSION NO. )4.15.1(o CONSTRUCTION DOCUMENTS PRESSURE PLAN - LEVEL 2 - AREA 2 PROJI. NO. H-15021.00 SHEET DRAWN ALB P321 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.hunfonbrady.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 ■ 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 _o M I In C a 0 LU N� LL 0 ■ Q N 2 00 �n B 0 0 4 ■ O 0 o A ' o N l(i 1 1/8" = 1'-0" MEDICAL GAS OUTLETS MARK DESCRIPTION MOUNTING QUANTITY OF OUTLETS NOTES MGO-1 MEDICAL GAS OUTLET WALL 1-OXY, 1-AIR & 1-VAC W/ SLIDE 0 MGO-2 MEDICAL GAS OUTLET WALL 2-OXYGEN, 3-VACUUM & 1-AIR O MEDICAL GAS VALVE BOXES MARK DESCRIPTION MOUNTING SERVICE NOTES MGV-1 MEDICAL GAS ZONE VALVE BOX WALL MEDICAL VACUUM, MEDICAL AIR & OXYGEN O NOTES: ( FOR ALL WALL MOUNTED MEDICAL VACUUM OUTLETS, PROVIDE EQUAL QUANTITY OF VACUUM SLIDES. 0 * = DENOTES OWNER FURNISHED CONTRACTOR INSTALLED EQUIPMENT, MEDICAL GAS OUTLETS PROVIDED WITH EQUIPMENT, FIELD VERIFY EXACT MOUNTING LOCATION BEFORE CONSTRUCTION. t SEE PLAN FOR VALVE SIZES REQUIRED, MOUNT ALL VALVE BOXES IN CORRIDORS. UNLESS OTHERWISE INDICATED, SIZES FOR MGV-2 SHALL BE 1"V, 3/4"0, 3/4"A, 3/4"N, AND 1/2"N20. MEDICAL GAS PLAN -1ST LEVEL - PHASE 1 " 1 "\ EXAM i F. ). t., �j I, - t " EXISTING CORR MEDICAL GASj UP TO SECOND FLOOR SHEET NOTES: PLUMBING KEYNOTES 1 MEDICAL GAS SERVICE SHUT-OFF VALVES IN CEILING SPACE, LOCKED OPEN WHEN INSERVICE. PROVIDE IDENTIFICATION TAG SECURED TO CEILING. 2 CONNECT NEW MEDICAL GAS PIPING TO EXISTING AT LOCATION INDICATED ON PLANS. 3 3/4" MEDICAL VACUUM, 1/2" MEDICAL OXYGEN, 1/2" MEDICAL AIR DOWN TO OUTLET. 4 NEW MASTER ALARM PANEL 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 FOR CRCRITECTRRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. FI r jM hid nse #71576 %,EE JOB �o 'G E N&16�.;Vs��i N 71576 • 1- a F •, �0 : SAT s .41 '�', S�ONAI.��C �♦ OR IV N 148e1e1a�>te�`°° Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton : • 0 A R C H I T E C T r.4 DATE SUBMI ION NO. .15.16 CONSTRUCTION DOCUMENTS 33 I � H ow MEDICAL GAS PLAN - LEVEL 1- Il z PHASE 1 PROD. NO. H-1502100 SHEET DRAWN ALB P41 1 �1 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 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ "1 E ■ D w _o M I C J a 0 a� w ■ v N 2 ur 00 B Cu U O J N Q' ■ � O o 75 d N N U � N A L N Q 'p O CO _� O � C s m 0 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.huntonbrody.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 f"'T= ■ L ■ K ■ J l o ■ H ■ G ■ F ■ E ■ D 0 Cl) _o I ao C J a 0 c Q ■ W Q N N 2 B U O J i y O V d U LO N LO c A CV a o n` LO 1 1 /8" =1'-0" MEDICAL GAS PLAN - 2ND LEVEL - AREA 1 [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FOR ARCHITECTURE www.tic-engineers.com ©Copy#f2016 TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 ,4e®sourest EE i0f .. m G ENS Q'o No 71576 •••.02 ® Ar 0 S Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION HuntonWL A R C H I T E C T rDATE SUBMISSION NO. 0-4.15.16 CONSTRUCTION DOCUMENTS MEDICAL GAS PLAN - LEVEL 2 - AREA 1 PROJ. NO. 14-15021,00 SHEET DRAWN ALB P421 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E D C ■ B ■ A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ E c a 0 AlIRR�NIRII�IIf1i'-RMRRII F11-�IA11R!!!-1�1�I�®�I 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Hunton Brady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407)839-1709/Faxwww.huntonbrody.com License AAC001744 1 IN 2 IN 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 IN 18 ■ 19 ■ 20 SHEET NOTES: R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D 00 _o Cl) I C J O N W s Q N N 2 LL ao B U O J � U N `G U � N � A 2 CV -v o CID LO o � U T Q 0 C1 MEDICAL GAS OUTLETS MARK DESCRIPTION MOUNTING QUANTITY OF OUTLETS NOTES MGO-1 MEDICAL GAS OUTLET WALL 1-OXY, 1-AIR & 1-VAC W/ SLIDE 0 MGO-2 MEDICAL GAS OUTLET WALL 2-OXYGEN, 3-VACUUM & 1-AIR 0 MEDICAL GAS VALVE BOXES MARK DESCRIPTION MOUNTING SERVICE NOTES MGV-1 MEDICAL GAS ZONE VALVE BOX WALL MEDICAL VACUUM, MEDICAL AIR & OXYGEN 3 O NOTES: 1O FOR ALL WALL MOUNTED MEDICAL VACUUM OUTLETS, PROVIDE EQUAL QUANTITY OF VACUUM SLIDES. 2U * = DENOTES OWNER FURNISHED CONTRACTOR INSTALLED EQUIPMENT, MEDICAL GAS OUTLETS PROVIDED WITH EQUIPMENT, FIELD VERIFY EXACT MOUNTING LOCATION BEFORE CONSTRUCTION. 3� SEE PLAN FOR VALVE SIZES REQUIRED, MOUNT ALL VALVE BOXES IN CORRIDORS, UNLESS OTHERWISE INDICATED, SIZES FOR MGV-2 SHALL BE 1"V, 3A"O, 3/4"A, 3/4"N, AND 1/2"N20. SEE SHEET P421 COR CONTINUATION 1 MEDICAL GAS PLAN - 2ND LEVEL - AREA 2 118" = 1'-0" in255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ee1MUCTURE www.tic-engineers.com ©Copyri ht2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. o,Rbrid&Wgense #71576 ®N LE E Jp®e�`a •y `r m NA 71576 �0� e off : S A F G ♦♦ . s ••. Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton • . �► A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS MEDICAL GAS PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN ALB P422 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 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.huntonbrady.com License AAC001744 1. 11 ..L In 1 Il l, 1 1it ..LLL ,:_�l II. �— � I� A. . , _ 'I. II..I� I.I. I 1!. .1 1, - —' R ■ P O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E D ■ C ■ B ■ A 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 r` ■ I H ■ G ■ F ■ E ■ D CD 0 Cl) (D 1� C m J 0. 0 c a> o ■ w N I 00 L B CIO O J U a o D g LO A 3 CV 3 O 6 CV 5 MGV 1 MEDICAL GAS VALVE BOX CWD ALARM PANEL & MASTER ALARM PANEL THE VALVE BOX SHALL BE CONSTRUCTED OF EXTRUDED ALUMINUM WITH A 1 \2" PLASTER FLANGE ON MAP-1THE AREA ALARM PANEL SHALL BEAN AUDIO-VISUAL, MICROPROCESSOR CONTROLLED, CLOSED ALL FOUR SIDES. A TEMPORARY PLASTER GUARD SHALL PREVENT DEBRIS FROM ENTERING THE BOX CIRCUIT, SELF MONITORING TYPE. THE ALARM SHALL BE DESIGNED TO MONITOR THE PRESSURE IN DURING INSTALLATION. A LABEL HOLDER AND LABEL FOR IDENTIFYING THE GAS AND AREA THE OXYGEN, NITROUS OXIDE, AIR, NITROGEN, AND VACUUM PIPING SYSTEMS. THE ALARM SHALL BE VALVE CONTROLS SHALL BE PROVIDED FOR THE CONTRACTOR TO INSTALL. DESIGNED FOR RECESSED WALL MOUNTING AND ACCOMMODATE A MAXIMUM OF SIX GAS SERVICES. THE ENTIRE ASSEMBLY SHALLBE SELF CONTAINED, CONSISTING OF A ROUGH -IN BOX AND FINISHING THE FINISH FRAME SHALL BE CONSTRUCTED OF EXTRUDED, ETCHED, AND ANODIZED ALUMINUM. ASSEMBLY. ALL GAS AND ELECTRIC CONNECTIONS BETWEEN THE ROUGHING -IN AND FINISHING CONCEALED MOUNTING SCREWS SHALL SECURE THE FINISH FRAME TO THE VALVE BOY, THE TINTED, ASSEMBLIES SHALL BE PLUGIN TRANSPARENT WINDOW SHALL BE EASILY REMOVED OR REPLACED WITHOUT THE AIDS OF TOOLS, THE ROUGHING -IN BOX SHALL BE FABRICATED OF ALUMINUM AND CONTAIN FACTORY ASSEMBLED THE BALL TYPE VALVE SHALL HAVE A CAST BRONZE BODY WITH A BRASS OR BRONZE BALL. THE 8-INCH LONG,1/4-INCH NOMINAL I.D. TYPE K COPPER INLET TUBE EXTENSIONS FOR EACH GAS BOLTED UNION SHALL ALLOW THE VALVE TO SWING OUT FOR EASY SERVICE OR INSTALLATION. THE SERVICE; A POWER SUPPLY BOARD; A 120/14 V,60 HERTZ, 25 W TRANSFORMER FOR CONNECTION TO VALVE IS DESIGNED FOR A WORKING PRESSURE OF 400 P.S.L. THE VINYL -COATED HANDLE SHALL THE EMERGENCY ELECTRICAL SYSTEM; AND A PROTECTIVE PLASTIC SHIELD, ALL LOW VOLTAGE ONLY REQUIRE ONE QUARTER OF A TURN TO COMPLETELY OPEN OR CLOSE THE VALVE, THE VALVE CIRCUITRY SHALL BE 14 V OR LESS, AND SHALL BE PREWIRED.' ALARM PANEL TO BE MODULAR IN WITH TUBING EXTENSIONS SHALL BE FACTORY BRAZED, PRESSURE TESTED, CLEANED FOR OXYGEN DESIGN WITH EACH GASNACUUM MONITORED TO HAVE A LCD (LIQUID CRYSTAL DISPLAY) TO SERVICE AND CAPPED. A LABEL SHALL BE AFFIXED TO EACH VALVE AND BOTH TUBE EXTENSIONS CONTINUOUSLY INDICATE PRESSURE FROM EACH PRESSURE/VACUUM SWITCH (SENSOR) MOUNTED IDENTIFYING THE GAS BY NAME AND COLOR. A 1-1/2-INCH DIAMETER LINE PRESSURE MONITORING IN LOCATIONS INDICATED ON PLANS. WIRING FOR SIGNAL BETWEEN SWITCHES AND ALARM PANEL GAUGE SHALL BE SUPPLIED FOR INSTALLATION DOWNSTREAM OF THE SHUT-OFF VALVE. BY ELECTRICAL TRADE, COORDINATE LOCATION AS REQUIRED. PRESSURE/VACUUM GAUGE(S) TO BE PROVIDED FOR EACH GAS: 0, A, & N20 (0-100 PSIG FOR 0, A & ALARM PANEL TO HAVE A 90 DBA AUDIBLE WARNING DEVICE, AND AN INTEGRATED CIRCUIT BOARD N20), N (0-300 PSIG FOR N) AND VAC (0-30 INCHES HG) SHALL BE INCLUDED IN THE FINISH ASSEMBLY. THE INTEGRATED CIRCUIT BOARD SHALL INCLUDE THE MICROPROCESSOR; A MOMENTARY CONTACT SWITCH TO SILENCE THE AUDIBLE ALARM; A SEE PLAN FOR VALVE SIZES REQUIRED. MOMENTARY CONTACT SWITCH TO TEST THE UNIT FOR PROPER OPERATION OF THE AUDIBLE AND VISUAL FUNCTIONS, AND THE INTEGRITY OF LOW VOLTAGE SOLID STATE CIRCUITRY; A GREEN LED, BASIS OF DESIGN LABELED NORMAL, TO INDICATE THE UNIT IS ELECTRICALLY ENERGIZED AND ALL SYSTEM PRESSURES ARE NORMAL; AND A NON -CANCELABLE RED LED WARNING SIGNAL FOR EACH SYSTEM AMICO ALERT SERIES SHOULD THE LINE PRESSURE VARY 20%+/- FROM NORMAL. IF AN ABNORMAL LINE PRESSURE CONDITION IS SENSED IN ANY SYSTEM(S) THE GREEN NORMAL SIGNAL SHALL GO OUT AND THE RED WARNING SIGNAL(S) SHALL GLOW UNTIL THE SYSTEM PRESSURE RETURNS TO NORMAL. WHEN ALL SYSTEM PRESSURES RETURN TO NORMAL THE GREEN NORMAL SIGNAL LED WILL AGAIN GLOW. GO-1 MEDICAL GAS WALL OUTLET THE MICROPROCESSOR SHALL BE PROGRAMMED TO PROVIDE CONTINUOUS SELF ANALYSIS OF THE INTEGRATED CIRCUIT COMPONENTS. SHOULD A FAILURE OCCUR, AN INTERMITTENT "CHIRP" THE QUICK CONNECT RECESSED OUTLETS SHALL BE SUITABLE FOR THE SERVICES LISTED BELOW. WARNING SIGNAL SHALL ACTIVATE. OUTLETS SHALL CONSIST OF A ROUGHING IN ASSEMBLY AND A FINISHED ASSEMBLY. THE ALARM PANEL SHALL BE EQUIPPED WITH A RELAY HAVING SELECTABLE NO/NC DRY CONTACTS THE ROUGHING IN ASSEMBLY SHALL CONSIST OF A DIE-CAST BACK PLATE WITH MOUNTING FLANGES FOR EACH ABNORMAL SIGNAL TO ENABLE WARNING SIGNALS TO BE MONITORED AT REMOTE ON ALL FOUR SIDES, A RAISED PLASTER STRIKE, AND A NON - REMOVABLE POSITIVE PIN -KEYING LOCATIONS. CONTACTS SHALL BE RATED AT 250 MA @ 24 VOLTS AC OR DC. CONNECTIONS SHALL BE ARRANGEMENT FOR EACH SPECIFIC GAS SERVICE. IDENTIFICATION OF EACH GAS SERVICE SHALL BE MADE BY A PLUG-IN TERMINAL BLOCK TO THE CIRCUIT BOARD. PERMANENTLY CAST INTO THE BACK PLATE AND CAN BE READ THROUGH A TRANSPARENT PLASTIC PLASTER GUARD. BASIS OF DESIGN MOUNTED TO THE BACK PLATE IS A FULLY ASSEMBLED BRASS SECONDARY CHECK THAT IS AMICO COMPLETELY SERVICEABLE FROM THE FRONT. THE CHECK PREVENTS A GAS FLOW WHEN THE 3-MODULES AREA ALARM PANEL - A2AL - E - VOA FINISHING ASSEMBLY IS REMOVED FOR MAINTENANCE OR SERVICE. THE SECONDARY CHECK VALVE 5-MODULES AREA ALARM PANEL - A2AL - E - VOAN2 INCLUDES 7-INCHES OF 318-INCH O.D, TYPE K COPPER INLET TUBE WITH A LABEL IDENTIFYING THE 30 FUNCTION MASTER ALARM PANEL - A2MISO - E - 30 SPECIFIC GAS BY NAME AND COLOR AND A PLASTIC DUST CAP. ROTATION OF THE INLET TUBE SHALL ALLOW GAS CONNECTION FROM THE TOP OR BOTTOM. THE FINISH ASSEMBLY SHALL CONSIST OF A STAINLESS STEEL FINISH PLATE, A DIE-CAST CHROME S StiO�& PLATED COVER PLATE, A MACHINED BRASS HOUSING FOR THE PRIMARY CHECK VALVE, THE SECNSTOALLA TON INTO A ROUGH NGINDARY CHECK VALVE, AND IPREVENTTIVE PIN -KEYING DEVICES TO N ASSEMBLY OF A DISSIMILAR ASHE FINISHING ASSEMBLY Q�S�Qe SHALL INCORPORATE A DOUBLE SEAL WHICH AUTOMATICALLY ENGAGES WHEN A HOSE ADAPTER OR pie PATIENT TREATMENT DEVICE IS REMOVED FROM THE OUTLET. �P S1_ SS FQ S\� \� p��Q��1\��y,�\�G� THE FINISHING ASSEMBLY SHALL BE DESIGNED IN ACCORDANCE WITH CGA V-5 STANDARD FOR �QkA "q �S 4Q S\G��\1�� , DIAMETER INDEX SAFETY SYSTEM. THE EXPOSED PORTION OF QUICK CONNECT OUTLET S�� GSQPG CONNECTION SHALL BE POLISHED CHROME PLATE. GAS SERVICE COMPLETE ASSEMBLY 'Lp ��0 FAO DPP GOB �Fp BASIS OF DESIGN AMICO (CHEMETRON COMPATIBLE) OXYGEN - 0-CHWAL-U-OXY - O-CHWAL-U-AIR VACUUM - 0-CHWAL-U-VAC ��\GPG�\O� G VACUUM SLIDE - 0-WALSLIDE NITROUS OXIDE - 0-CHWAL-U-N20 S\00\� pGNITROGEN - O-DISWAL-E-NIT MEDICAL GAS ZONE VALVE I ALARM PANEL No Scale FINISHED WALL SURFACE TES' ���Pey pF BOG§1O6SOPS�SP�O Gp���O\GPI PLUMBING WALL CHASE 5 COLD WATER SUPPLY LINE TO FIXTURE WALL MOUNTED LAVATORY WITH CONCEALED ARM CARRIER DESIGN FOR 250 LB. STATIC LOAD CHROME PLATED WALL ESCUTCHEON (2 REQUIRED) SHUT-OFF VALVE TRAP PRIMER VALVE THREADED CLEANOUT ACCESS COVER AND FRAME VARIES FROM PLUG CARRIER SECURED S E 31" TO 34" FLOOR DRAIN WITH TO SLAB ADJUSTABLE STRAINER 26" FINISHED FLOOR A. 4 AA - SLEEVE AND SEAL PIPING THRU SLAB 1l2" TYPE K TRAP PRIMER SOFT COPPER CONNECTION TUBING P-TRAP TYPICAL ALL -THREAD CONTINUOUS, ONE PIECE TYPICAL PIPING INSULATION. HANGER ROD. COUPLING DO NOT CRUSH OF RODS IS NOT PERMITTED TYPICAL GALVANIZED SHEET METAL SADDLE. REFER TO SPECIFICATIONS TYPICAL 12 GAUGE CHANNEL STRUT WITH TYPICAL DOUBLE NUT WITH SINGLE WASHER. TYPICAL BOTH SIDES OF STRUT TYPICAL STRUT MOUNTED PIPE STRAP NOTE LENGTH AS REQUIRED BY NUMBER OF PIPES AND SIZES REQUIRED NOTE: 1. REFER TO SPECIFICATIONS AND FLOOR PLANS FOR 2. SPECIFIED HANGER ROD, STRUT, NUTS, WASHER, AND PIPE STRAPS SHALL BE OF GALVANIZED PLATED MATERIALS PIPE HANGER (SEE SPECS.) ) SHEETMETAI E WlFLARED E INSULnIcv FIFL WALL CLEANOUT 7 TRAP PRIMER 6 TRAPEZE HANGER 4 INSULATED PIPE HANGER 2 No Scale No Scale No Scale No Scale 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 E0R GRCHITECTURE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 1111111101 `�oy���� 0 71576 o 0 ° TATE F <0RIID ,A®ssI'()NA1 Epee ``e '11/011110'e Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton kilo A R C H I T E C T DATE SUBMISSION NO. )4.15.16 CONSTRUCTION DOCUMENTS PLUMBING DETAILS PROJ. NO. 14-15021.00 SHEET DRAWN JD P5011 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ 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 -- - I-�-i 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 �--1' E ■ D (6 0 M r C m J a 0 c w I= a) N 2 ao B U O J .j N D U D ll Z A u o 5. System No. W-L-5029 F Ratings -1 and 2 Hr (See Item 1) T Ratings -1/2, 314, 1 and 1-3/4 Hr (See Item 3) L Rating At Ambient - 4 CFM/Sq Ft L Rating At 400 F - Less Than 1 CFM/Sq Ft SECTION A -A 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Wallboard, Gypsum* - 5/8 in. thick, 4 ft wide, with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 18-5/8 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants - One metallic pipe, conduit or tubing to be centered within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 12 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Conduit - Nom 4 in. diam (or smaller) electrical metallic tubing or steel conduit. C. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. D. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe, 3. Pipe Covering* - Nom 1, 1-1/2 or 2 in. thick hollow cylindrical heavy density (min 3.5 pcf) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory - applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. See Pipe and Equipment Covering - Materials (BRGU) category in the Building Material Directory for the names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. The hour T Rating of the firestop system is dependent on the hourly fire rating of the wall assembly in which it is installed, the size and type of through penetrant and the pipe covering thickness, as shown in the table below: Wall Through Pipe Assembly Penetrant Covering Annular Space T Rating Max Diam Thkns Min Max Rating Hr Type+ In. In. In. In. Hr 1 AorB 4 1 0 1-112 1/2 1 C or D 2 1 or 1-1/2 0 1-112 1/2 1 AorB 4 1-112 0 1-1/2 1 1 A 12 2 0 1-7/8 3/4 1 CorD 6 2 0 1-718 1 2 AorB 4 1 0 1-1/2 1 2 C or D 4 1 or 1-1/2 0 1-1/2 1 2 C or D 6 2 0 1-7/8 1 2 A or B 4 1-1/2 0 1-1/2 1-3/4 2 A 12 2 0 1-7/8 1-1/2 2 C or D 6 2 0 1-7/8 1 +Indicates penetrant type as itemized in Item 2. 4. Fill Void or Cavity Material* - Sealant - Min 5/8 in. thickness of fill material applied within the annulus, flush with both surfaces of wall for 1 or 2 hr walls, respectively. At the point contact location between pipe covering and gypsum wallboard, a min 112 in. diam bead of fill material shall be applied at the pipe covering/gypsum wallboard interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI, Inc- FS-ONE Sealant *Bearing the UL Classification Marking WALL - DRYWALL - PIPEIINSULATED -1 AND 2 HOUR No Scale System No. C-AJ-1044 (formerly system no. 319) F Rating - 2, 3 and 4 Hr (see items 2A and 4) T Rating - 0 Hr L Rating At Ambient - 2 CFM/sq ft L Rating At 400 F - less than 1 CFM/sq ft REMOTE ALARM PANEL PLUG-IN CORD p GFCI OUTLET ALARM SWITCH ° (SEE ELEC.) WIRING WATER TIGHT SEALS (TYP) ELEVATOR SHAFT GFCI OUTLET (SEE ELEC.) 2 3 PLUG-IN CORD " REMOVABLE CAST — — IRON GRATE (FORCE MAIN) SECTION A -A f SEE PLANS FOR SIZE GATE VALVE CONDUIT (SEE CHECK VALVE ELEC) 1. floor or wall assembly - lightweight or normal weight (100-150pcf) ; a - concrete. except as noted in table under item 4, min thickness UNION of solid concrete floor or wall assembly is 4-1/2". floor may HIGH WATER LEVEL — — — — also be constructed of a min. 6" thick, ul classified hollow core a LIQUID/OIL SENSING precast concrete units*, when floor is constructed of hollow core PUMP ON LEVEL — ALARM SWITCH precast concrete units, packing material (item 3) and caulk fill PUMP OFF LEVEL — material (item 4) to be installed symmetrically on both sides of LIQUID/OIL SENSING floor, flush with floor surface. wall assembly may also be constructed PUMP SWITCH a = of any ul classified concrete blocks*. max. dia. of opening is in solid CONCRETE SUMP PIT(BY STRUCTURAL) SUMP PUMP lightweight or normal weight concrete. floor is 32" max. dia. of opening in floor constructed of hollow -core precast concrete units is 7". see concrete blocks (cazt) and precast concrete units (cftv) categories in the fire resistance directory for names of manufacturers. SUMP PUMP 1A. steel sleeve - (optional, not shown) - max. 15" id (or smaller) schedule PROVIDE SUMP PUMP SYSTEM WITH OIL SMART PUMP SWITCH AND OIL SMART ALARM PANEL WITH EXTRA LONG PIGGYBACK ELECTRICAL POWER 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. CORD. SYSTEM TO INCLUDE SIMPLEX CONTROL PANEL WITH ALARM BEACON LIGHT, ALARM HORN, PUMP RUN LIGHT AND DRY AUXILIARY ALARM sleeve may extend a max. of 2" above top of floor or beyond either surface CONTACTS. PRESET ON/OFF POINTS DIFFERENTIATE OIL OR WATER TO ALERT MAINTENANCE OF OIL OR WATER DETECTED. PUMP TO BE 4/10 HP of wall. max. 16" id (or smaller) min. 0.028 wall thickness (or heavier) (8.5 AMPS) 11511160. galvanized steel sleeve cast or grouted into floor or wall assembly. sleeve BASIS OF DESIGN may extend a max. of 1/2" beyond either surface of floor or wall. ZOELLER PACKAGED SYSTEM: 940-0006 2. through penetrants - one metallic pipe, conduit or tubing to be installed INCLUDES PUMP (N152), ALARM PANEL (10-1526), & PUMP SWITCH (10-1528) either concentric ally or eccentric ally within the firestop system. max. annular space between pipe, conduit or tubing and edge of through opening SUMP PUMP OIL SENSING SIMPLEX SYSTEM or sleeve is dependent on the parameters shown in item 4. min. annular space - - between pipe or conduit and edge of through opening is 0". (point contact). pipe conduit or tubing to be rigidly supported on both sides of floor or No Scale wall assembly. the following types and sizes of metallic pipes, conduits or tubing may be used: A. steel pipe - nom. 30" dia, (or smaller) schedule 10 (or heavier) steel pipe B. iron pipe - nom. 30" dia. (or smaller) cast or ductile iron pipe C. conduit - nom. 6" dia. (or smaller) rigid steel conduit D. conduit - nom. 4" dia. (or smaller) steel electrical metallic tubing E. cropper tubing - nom. 8" dia. (or smaller) type I (or heavier) copper tube F. copper pipe - nom. 6" dia. (or smaller) regular (or heavier) copper pipe 3. packing material - polyethylene backer rod or nom. 1" thickness of tightly packed mineral wool batt or glass fiber insulation firmly packed into opening as a permanent form, packing material to be recessed from top surface of floor or from both surfaces of wall as required to accommodate the required thickness of caulk fill material (item 4). 4, fill, void or cavity material* - caulk - applied to fill the annular space flush with top surface of floor. in wall assemblies, required caulk thickness to be installed symmetrically on both sides of wall, flush with wall surface, 10" at point contact location between penetrant and sleeve or between penetrant CO DIAMETER CAST IRON and concrete, a min. 114" dia. bead of caulk shall be applied at top surface COVER MQUAL T BACKWATER pipe conduit or tubing to be rigidly supported on both sides of floor or wall VALVE', EQUAL TO BROOKS GRADE 3 RT SERIES of floor and at both surfaces of wall. the hourly f ratings and the min. required caulk thickness' are dependent upon a number of parameters, as shown in the following table: min. floor nom. pipe tube -I I I I I— I PRECAST CONCRETE — or wall or conduit max. annular min. caulk f CAST IRON BACKWATER III=III, III= BODY PROVIDE thickness, in. dia.., in. space, in. thickness, in. rating, hr. VALVE W/PVC FLAPPER EXTENSIONS AS I I I I I I I I I I I REQUIRED 2-1/2 1/2-12 1-3/8 112 2 AND 0-RING SEAL EQUAL 2-1/2 1/2-12 3-114 1 2 TO ZURN-Z-1090 4-1/2 1/2-6 1-3/8 1 /4 (A) 2 4-12 112-12 1-1/4 1/2 3 4-11/2 112-20 2 1 3 I I = I I 255 S. Orange Avenue 4-1/2 1/2-20 2 1 3 4-1/2 1/2-12 3-1/4 1 3 TO STORM DRAIN Is SOrlando, FL 32801 uite 1600 4-1/2 1/2-6 1-3/8 1 (B) 4 _ _ OR CATCH BASIN Phone: 407-8411 9050 UNDERGROUND I —III— III -I ENGINEERING Fax: 407-540-0234 _ FOR ARCHITECTURE ,,,ww.tic-engineers.com (A) min. 2" thickness of mineral wool batt insulation required in annular space. CONDENSATE III —III _ —III—III— ©Copyright2016 TLC Engineering for Architecture, Inc. (B) min. 1" thickness of mineral wool batt insulation required in annular space. DRAIN PIPING, �—IIIIII=III—III—III—III— COA 15 TLC NO: 115498 on both sides of floor or wall assembly. min 1" thickness of caulk to be SEE PLAN FOR SIZE installed flush with each surface of floor or wall assembly. SEAL Aaron Lee Johnson, P.E. Florida License #71576 minnesota mining and manufacturing co. - cp 25wb+.� E E Oo.•\� E NS ��y�s *bearing the ul classification marking r1 L JQ f. ®®e F * NO 71 o � WALUFLR - CONC - PIPE -21314 HOUR S No Scale ''•,®,o�ss�,o• ,op,\�`��: ®®®® ®ON 1111®��J�®ee BACKWATER VALVE 2 No Scale Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton : : • A R C H I T E C T r04 DATE SUBMISSION NO. .15.66 CONSTRUCTION DOCUMENTS PLUMBING DETAILS PROJ. NO. H-15021.00 SHEET DRAWN Author P502 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F E D C ■ B ■ I 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 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ 'mac M ■ L ■ K ■ J H 6 ■ G ■ F ■ E ■ D _o ce) OI m C J a a o . CL N N 2 I 00 IT B LO G co U O J j Cr ■ O J � d n � D u A a N 3 O II N o EXIST 2" V EXIST 2" V / % EXIST \EXIST 2" V \\ EXIST 2" S \ EXIST 3" V / EXIST 2" V � \ EXIST 3" V / EXIST �\ EXIST 2" S EXIST EXIST 6" SJ \ EXIST 2" V �\ �i ' \ EXIST 2" V EXIST 6" S �\ EX ST EXIST EXIST 2" S EXIST 2" S \ EXIST 2" V \ EXIST 6" S EXIST 2" EXIS \ \ EXIST 2" V EXIST 2" / p—EXIST 2" V // II (E)4"SAN FROM ABOVE \ X ST EXIST 4" S � EXIST 2" EXIST „ EXIST 4" S EXIST 4" EXIST 4 � EXIST 2" V EXIST 2" V-EXIST 2" V EXIST 2" EXIST \ \ EXIST EXIST EXIST EXIST EXIST 2" S EXIST 2 EXIST 4" S \ ® EXIST 2" S \ jj �-2 V EXIST \ II 2" V 2 V FCO(E) EXIST 4" S� EXIST 4" S \ \ � W 1 L1 II II EXIST 2" / / 2 V EXIST 2" � \ L-1 I I � EXIST 2" / � EXIST 2' V \ EXIST 4" S 4" S FCO 2" V EXIST 2" V � 2" V '-� 2" S EXIST 2" V 1 EXIST EXIST 2" EXIST 4" S I I f2 V 4" S 1 \ \ n / I' 2 V I 2" s \� (E) 4"SAN UP I�4" S / EXIT � L 1 I I EXIST 4" S QL1 4" S LI\ \ 2" S „ EXIST 2" V \ II I I TP-1 II 4" S EXIST 2" V 4 S \ WC-1 I I \ 2 V E I T I I I� WC- _1 IIII I I S 1 4 S\ EXIST 2" V FCO(E) �I � � EXIST 4" S / �� � I I I I � I I � \ � � Q � EXIST 2" V / \ !� / / \ 2„ S 74 S � \ L-1 I I I I I I © 2" V EXIST 2" S-1 II L-1 4" S \ SH-1 SH 1 I I 2 FD-1 TP 1 112" V� \ 2" V % II EXIST I II EXIST 4" S 2" S� 1 —EXIST 2" V 2" V 2" V 4" S S 1 EXIST 4" S 4 FCO(E) FD 1 ( SH-1 S'1 EXIST II II TP-1 2" S WC 1 2" S 2" V II I II 2" V EXIST 2" S EXIST U SH 1 WC-1 I 2" S '**� � / P TRAP FOR ICE MACHINE EXIST 4" SEXIST 2" g 2" V SH-1 / / � \ 0 L-1 11 FD-1 4° S TP-1 \ \ 3"S S1 // 2"V \ \ 3"S EXIST 2" V / \ 4 S 4" S / \ \ 3" S -1 II TP-1 / \ WC-1 EXIST 4" S EXIST 4" S 2" S EXIST 2" V \ \ % � 3 S 2 V WC-1 1) L-1 \ EXIST 4" S \ �2" V EXIST 2" V 4 S SH-1 EXIST 2" V 11 \ \ 2,� S \ 4„S SP1 II " �� \ \ 2"V TP 1 S1 4"S I " / 2 V � I-2 2" =42 S / \ EXIST 2" V 11 4" S S 1 \ FCO(E) / II SH-1 11 II L-1 \ EXIST 2" V 3" S EXIST 4" S� / EXIST 4" S \ \ 0 II I 4" S 2" V EXIST 2" V I I I I WC-1 12" V EXIST 4 S EXIST 2 V_ EXIST 4" S--),-- --' \\ 2" V II - / „ / I I .11 / 3" S 2 s \ \ EXIST 4' S EXIST 2" V �j \ \ /� / \ \ TP 14" SI 11 L-1 \ 2" S 2" S EXIST 4" S 2" S � SH-1 11 FD 1 ii II 2" S 2" V � " \ 2° V 2 V \ \ / II �/ (E) WENT UP-�1 % _ /� EXIST 3 5 �i\ /\ EXIST 2" V \ FCO(E) TP 1 II II *�2" V \ \ L-4 11 EWC-1 II WC-1 I I � FCO(E) `o \ II 4"FCO EXIST 4" S I III FD-1 I � \ � � \ A I/ I " \ " EXIST 4" S 2" S WC-1 11 S 1 2 V / 2„ V \ \ WC-2 MS-1 3"FCO EXIST 4" S 4" S 4„ S 4" S 11 11V 2" S �_3" S 3" S 4" S 2" S I I II \ I EXIST 4" S WC-2 II 2" V t2" V CT 2" S � I I 4„ S SH-1 II L-1 2 S 3" S EXIST 4 S \ L 1 I I I I TP-1 4" S FD-1 11 4"FCO EXIST 4" S 4S /� \ / EXIST 4" S � \ � I 2"S " S 2" S 4" S EXIST 4" S EXIST 4" S \ EXIST 4" S GRAVITY PIPING RISER - LEVEL 1 - PHASE 1 1 NOT TO SCALE EXIST 4" S 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 FURARCRITECTURE www.fle-engineers.com ©Copyrighf2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. ®,.o®5q d+it sF e #71576 LEE jo yy 71576 •�� • a s� 1� r ° O• NAL Este fill ®oa®e% % Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton • +� A R C H I T E C T DATE SUBMISSION 10- 04.15,16 CONSTRUCTION DOCUMENTS PLUMBING RISER DIAGRAMS - GRAVITY PROJ. NO. H-15021.00 SHEET DRAWN JD P601 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ 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 -_ ... .. i 1..n, ;1.i ,,.o,.. i.i..,.,"ae "A,.— ..,..fir- i - o—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 Cl) I m C J a 0 m w .I-- Q N N 2 Cb v B ro U O J - N U N d U N d; A L N Q t9 � O cc _o U L .0 2) �L 0- 2"V EXIST 2" V j / \ EXIST 2" V (E) 3"VENT UP 2" V I 3„ S � EXIST � EXIST 2" V EXIST 3" V I I EXIST 2" 5 EXIST 6" S `�- \ EXIST 2" V \ �\ EXIST 6" S EXIST 2" V / EXIST 0 EXIST 2" S 3" S EXIST 3" V �\ \ EXIST 2" V EXIST 2" V EXIST 6" S %� \\ SEXIST IST EXIST 2" V / EXIST 2" S \ 2" V 2 V \ \ \ EXIST 6" S EXIST 2" V� \ \ \ EXIST 2" V 2" V EXIST (� 0 EXIST 6" S 2 V / S 1 I I \ \ EXIST 2" V 2" V 2" V � � O �j � ��2" V \ � 2" V EXIST V EXIST 2" 5 EXIST 4 S 2" V EXIST 2" EXIST 4" S \ EXIST 2" V S-Z EXIST 2" 411 s \ 4" s *1 2 V / � , 21 WC-1 L-1 � \ EXIST 2" V % F- � � EXIST 4' S S Jl i 2" S 4" S \ w EXIST 2" V \ 2 V WC- 11 2 V � 4"S 2 S C w u EXIST 2" r( I I ,1 `� \ EXIST 4" S EXIST 2 V \` H W i i EXIST 4" S 2 V 4" S WC 1 w 0 i \ 3" S EXIST 4" S � S 1 \ Q 411 S I I 2 S EXIST 4" S 4 S \ i 20 V 2" V \ \ 2" V1 \ \ EXIST 4" S 2„ S 2" V \ EXIST 4" S 4"FC0 % EXIST 2" V I I � 2" v 2°S Pj 2"V \ II / 2"S 2"V lam/ \ I I EXIST 4" S � 4" S I I S-1 /� � / I II TP-1 U , s 3" S I I WC 1 FD-1 I/ I t 2" S EXIST 4" S S-1 WC-1 II II I I I EXIST 4" S L-1 3"S II S1 FD-1 411S 2 S TP-1 2" S 3 S / "/ -EXIST 4" S GRAVITY PIPING RISER — LEVEL 1 — PHASE 2 NOT TO SCALE 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ll111l1H�i Y.i`, 1l YLYIIY 11 11411i1'.THIInI l; ,I,.e. I I I— - - ----- [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FUR ARCHITECTURE www.tic-engineers.com ©Copyright 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 LEE .•`c IV No 71576 a • I®p®IIIIiIIp% Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04AI& CONSTRUCTION DOCUMENTS PLUMBING RISER DIAGRAMS - GRAVITY PROJ. NO. H-15021.00 SHEET DRAWN Jp P6o2 ■ 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 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 SHEET NOTES: R ■ P ■ 0 ■ N ■ M ■ L ■ K J j ■ H ■ G ■ F ■ E ■ D c6 ■ _o Cl) O 1 of C m J d O C N 0 ■ W N N 2 00 v B LO nY U O J N !Y ■ CU V d o � D U A 3 CV 3 O LO N 2" V / \ EXIST 2" V EXIST 3" V II EXIST 2" V 2" V. EXIST 1 1/2" V I WC-1 1 L-3 VTR(E) SH-1 \ L-2 EXIST 2" V \ EXIST 2" V EXIST 4" S 1 EXIST 2 V \ � \ 2" S � � EXIST 2" V 2" V 2„ V EXIST 2" V EXIST 22" S� I EXIST 4" S EXIST 4" V �q L_3 2 V \ \ I I WC-1 \ \ \ \ / / II EXIST 3" S I I EXIST 4" SI 2„ V I 1 SL 2 1 11 1 2" V VTR(E) NZ 0-2 V � / r2 V 2" V � V II 2„ S 2" V I I E WC 2" V I I 11 EXIST 2" V S-1 I IIII S-1 I I EXIST 4" S S 1 H 1 WC 1 MS 1 EXIST 2" V I I I � EXIST 4" S , L-1 II 11 3„C0 z' s II 2" S EXIST 2" S 4" S 3' S \ \ EXIST 3" V 2"CO EXIST 2" V WC 1 2" V 3 S �\ 11 L 3 1 C-1 VTR(E) 2" V EXIST 3" V 3" V \ EXIST 4 S SH-1 4 S 2" S 4„ S \\ / EXIST 4" S \ 1 L-2 1 1 L_3 2" V / 2 S z 4 S / 2" S 2" V L_2 IIII �2„ V 1 1 EXIST 3V 11 S_` 2" V EXIST 2" S 11 0 II 4"CO 4" S TP 1 I I I I 2„ V-A 3„ V " 2 S L 3 FD-1 II S -1 I 113„ V FCO2" �� \ 1 S EXIST 4' S I 4„ S II \ 11 4„ S 2„ S 11 EXIST 4" S L_2 � 2" V L 3 I L-2 —3 V I I EXIST 2" S 2" V —� %� SH 4" 5 1 2"CO S 1 II CS-1 �iVTR(E) 2„ V j �_2" V WC-1 L 3 2„ S „ \ 2 V EXIST 4" S 2„ V 4„ S p-2„ V L-2 2 V \� 4" S EXIST 3" V � I I H 2 �� TP-1 4 S L-2 III 3 s " �IIII 3„ s II © TP-1 I 1-2"V II 3" S 11 ��2" V l�2" V \ 11 L 3 FD-1 II \ I I II II 4 S T 1 I SH-1 4„ S II \ II 4" S 4 S I WC 1 11 L-2 II I WC-1 FD i I L- 2„ V 3„ V / \ 2„ S L-3 4„ S H 1 11 db L-3 1) % EXIST 4" S SH-1 FD 1 2" V II EXIST 4" S 3 S 4" S 2" V 2" V 4"CO 11 L-2 I I � V�� EXIST 4" S I II SH-1 11 II TP-1 11 11 / 2„ V TP-1 (1 L_2 11 E WCO i1~2" V FD-1 �I II_1 3" V I EXIST 4" S L-3 2" S GRAVITY PIPING RISER - LEVEL 2 - AREA 2 NOT TO SCALE 1 0 L2" S I 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 FOR ARCHITECTURE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florigi WMqpp #71576 FEE ° J py o°® No 71576 • � s • a � � ® T m� AL Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS PLUMBING RISER DIAGRAMS - GRAVITY PROJ. NO. H-15021.00 SHEET DRAWN Jp P603 R ■ P ■ 0 ■ N ■ M ■ L ■ K J ■ H ■ G ■ F ■ E 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 Huntonl3rady 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 - - -- - -- I . : I. .... II,. ..... J.4. Ll i 9 .. J.,il ,I I.,n.l .i .-I,dl 1.11, ili 1 ■ 2 ■ 3 ■ 4 ■ 5 IN 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 IN 14 IN 15 IN 16 IN 17 ■ 18 IN 19 ■ 20 SHEET NOTES.- R ■ o� P ■ O ■ N ■ M i ■ L ■ K ■ J H ■ G ■ F ■ E ■ D ■ co 00 _o M I m C J O C N W t N N IL 00 v B U O J 9 � v U N O � c A N a o n LO o� '11/2" 1/2" EXIST 1/2" EXIST 1/2' EXIST EXIST 1 1/4" CW EXIST 1/2" HWR EXIST 1/2" HW EXIST 2° HW EXIST EXIST 2' CW EXIST �� E I T ii I I / EXIST 1 1/4" CW EXIST 3/4' HW EXIST EXIST PRESSURE PIPING RISER - LEVEL 1 - PHASE 1 NOT TO SCALE EXIST 1 1/4" CW EXIST 3/4" HW EXIST 2" CW EXIST 2" HW EXIST 1/2" HWR 2" HW ' 2" HW CW 1/2" CW �1/2" HW L1/2" HW 3/4" 1 1/4" CW 0 ' �� 2° CW EXIST 1" HW S-1 S-1 3/4" HW ���� 2" HW 1/2" HW FXIST 1 1/4" r W 1 1/4" CW 1/2" CW 1 1/4" CW 2" HW 1/2" CW ' \ 1 1 /4,, CW 1/2" HW0000 \` l L-1 1/2" HW 1 114" CW ; 1/2" CW ./ 1/2 CW S-1 WC-1 100 1/2" CW 1 1/4" CW 1 114" CW WC-1 �, � 1/2" HW i I SH-1 i 1/2" HW 112"CW TO ICE MACHINE �1/2" CW SH-1 WC-1 H-2 I II I' 2" HW �1/2" HW S-1 r1/2" CW 2" HW S-1 I III ' S-1 HW CW HW CW u T-1 1/4" CW Iu d FXIST 1 1/4" CW XIST 1/2" HW - EXIST i i EXIST I E IST WATER HAMMER ARRESTOR SCHEDULE: INSTALLED ARRESTOR SHALL BE APPROVED DEVICE BY FLORIDA PLUMBING CODE, ALL SLIPPY 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-201 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.00m © Copyright 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florid�Wpgnse #71576 ``,�LE.E J®e ........ ' C E !V yti No 71576 O' TA. EO Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton • . •� A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS PLUMBING RISER DIAGRAMS - PRESSURE PROJ. NO. H-15021.00 SHEET DRAWN Jp P604 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A 1 ■ 2 z� 0 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 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/Fax www.huntonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 IN 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 ■ z E ■ D co ■ _o M C m J O N W Q N N 2 IL 00 B U O � J 9 U N V O N E A LO a o n o � (EX IST) u y�45�',� .EXIST I \\ 1 1/4" CW _1" HW �1" HW EXIST 3/4" HWR y EXIST 3/4" HW EXIST 3/4" CW /EXIST 3i4" CW / 1/2" HW 1/2"CW 1 1 1 p�i n / 3/4" CW 1 1 l i V ` 1" HW 3/4" HWR II 3/4" CW 1,� law 3/4" HW S-1 � 1 1/4" CW EXIST ` 3/4" HWR 3/4" HW 1 1/4" CW 1/2" CW 3/4" CW 1/2" HW � I Ij N IN 1 I IST HW 112" HW CW /2" CW rl I 1 CW 11 I /4" HW HWR S-1 ROUTE 1/2"CW TO COFFEE MAKER. EXIST 3/4 EXIST 11 EXIST 2" 1 �a I I p / EXIST 1/2" CW 1/2" HW i 1 1/4" CW I 1 114" CW 1/2" HW � EXIST 1/2" EXIST 1" H EXIST 2" C 11/4" C' 3/4" HW 4 A /A" !`t Al PRESSURE PIPING RISER - LEVEL 1 - PHASE 2 NOT TO SCALE \-1/2" CW /2" CW I /2" HW I I I 1 EXIST ��l HWR FSET BALANCING VALVE AT 0.5 GPM 2" CW 2" HW 112" HWR EXIST 2" CW /—EXIST 2" HW i—EXIST 2" HW EXIST a� EXIST l EXIST I II Ip 1 I I II EXI EXIST EXIST EXIST EXIST 1" HW EXIST 1 1/2" CW ST 2" CW ST 2" HW 1/2" HWR 1 1/4" CW 4 /9" 4 RA/ EXIST 1/2" EXIST 1/2" 2" CW 2" HW I I I I a\ �,� .EXIST EXIS (EXIST) 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 [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FOR CR CRITE CTR RE www.tic-engineers.com ©Copyth12016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 0 71576 •eZ .33 ' STAE O i®®®®s�ss� ® R 1 O•••�\ ®`Q�� ®®oe ZONA® 104��®c Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton 00 A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 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 i —i-1 11 :.II ,I :. it til Y uFO,ilc, il i III;!, i'!ui.;, 1. I 1'.. il1 1 1 J 1.: —.—__ R ■ P ■ O ■ N ■ m ■ L ■ K ■ J H ■ G ■ F ■ E ■ D ■ 0O (D _o M _F I ry co C J O c N 0 ■ W a N N 2 W ao u-� B U O N �O U N d U M O M A � N Q CO 'a O � N m � O � C 2 0 r, 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 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 >• 18 ■ 19 ■ 20 R ■ n P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D s m E �I co ■ U w 0 c a� C 0 w LO N 2 LL 00 ■ rn v T r y a� v 0 2 B U O J CO O N N / U y d U oo N A Q to i3 O LID HVAC SYMBOL LEGEND HVAC ABBREVIATIONS HVAC GENERAL NOTES SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED 0 -CEILING DIFFUSER, ROUND NECK -FIRE DAMPER (WITH ACCESS PANEL) -TERMINAL UNIT, VARIABLE/CONSTANT AIR AFD AFF -ADJUSTABLE FREQUENCY DRIVE -ABOVE FINISHED FLOOR LD MBH -LINEAR DIFFUSER -THOUSAND BTUs PER HOUR FOR EQUIPMENT FURNISHED. 2. DIMENSIONS SHALL BE FIELD AND COORDINATED PRIOR TO PROCUREMENT OR (CEILING DIFFUSERS ARE 4-WAY THROW UNO) VOLUME WITH ELECTRIC HEAT -VERIFIED -FIRE & SMOKE DAMPER -TERMINAL UNIT, VARIABLE/CONSTANT AIR AFR -ABOVE FINISHED ROOF MCA -MINIMUM CIRCUIT AMPS FABRICATION. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING OR DUCTWORK (INCLUDING DIVIDED DUCTWORK) NEEDED DUE TO O -ROUND DIFFUSER (WITH ACCESS PANEL) VOLUME WITH ELECTRIC HEAT AHU -AIR HANDLING UNIT MOCP -MAXIMUM OVER CURRENT PROTECTION OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT NO ADDITIONAL COST. FOR PROJECTS AP -ACCESS PANEL MOD -MOTOR OPERATED CONTROL DAMPER MOD (MOD) INVOLVING RENOVATION, COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE -EXISTING FIRE DAMPER TO REMAIN BOP BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND 21 —�" -CEILING RETURN -BOTTOM OF PIPE NC -NORMALLY CLOSED ELECTRICAL CONDUIT. BHP -BRAKE HORSEPOWER NO -NORMALLY OPEN 3. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARD. -CEILING EXHAUST -EXISTING FIRE & SMOKE DAMPER TO REMAIN -TERMINAL UNIT, VARIABLE/CONSTANT AIR BTU -BRITISH THERMAL UNIT NTS -NOT TO SCALE VOLUME, FAN POWERED h -CENTER LINE OA -OUTSIDE AIR 4. SEE SPECIFICATIONS FOR GAUGES, THICKNESS, BRACING, REQUIREMENTS, ETC., OF DUCTWORK. -CEILING DIFFUSER, RECTANGULAR OR SQUARE NECK (CEILING DIFFUSERS SA-1 -SOUND ATTENUATOR -CFM (CUBIC FEET PER MINUTE) CAL -OUTSIDE AIR LOUVER 5. PROVIDE AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS. ARE 4-WAY THROW UNO) CD -CEILING DIFFUSER PRV -PRESSURE REDUCING VALVE �I -TERMINAL UNIT, VARIABLE/CONSTANT AIR CT 6. DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT _ -SUPPLY REGISTER OR GRILLE -MOTOR OPERATED CONTROL DAMPER (MOD) VOLUME, FAN POWERED, WITH ELECTRIC -COOLING TOWER FIRS -PRESSURE REDUCING STATION FURNISHED. (VERTICAL MOUNT, SIDEWALL) M HEAT CV -CONSTANT AIR VOLUME PSI -POUNDS PER SQUARE INCH 7. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL -RETURN/EXHAUST REGISTER OR GRILLE -ELECTRIC DUCT HEATER -CHANGE IN PRESSURE PSIG -PSI GAUGE REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. FM -AIR FLOW MEASURING STATION (W/ PANEL CLEARANCE) �T (VERTICAL MOUNT, SIDEWALL) -CHANGE IN TEMPERATURE PTAC -PACKAGED TERMINAL AIR CONDITIONER 8. LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND HUMIDITY SENSORS AT 48" CFM -CUBIC FEET PER MINUTE PVC ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS WITH OTHER -REVISION REFERENCE -MANUAL BALANCING DAMPER -POLYVINYL CHLORIDE PIPE EQUIPMENT, FURNITURE, AND DOOR SWINGS. CU -CONDENSING UNIT RA -RETURN AIR DDC 9. ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE 1 -DETAIL REFERENCE: TOP -DETAIL#, -DOOR GRILLE -DIRECT DIGITAL CONTROLS RHC -REHEAT COIL ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION. M-1 BOTTOM -DRAWING# SHOWN ON -HYDRONIC REHEAT COIL DN -DOWN u RHP -ROOFTOP HEAT PUMP 10. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. -THERMOSTAT(rEMPERATURE SENSOR EAT -ENTERING AIR TEMPERATURE RPM -REVOLUTIONS PER MINUTE ® -HUMIDISTAT/HUMIDITY SENSOR e -UNDERCUT DOOR ESP -EXTERNAL STATIC PRESSURE 11. DAMPERS AND INSIDES OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS AND DIFFUSERS SHALL BE ❑ -INLINE CENTRIFUGAL FAN RS/L -REFRIGERANT SUCTION & LIQUID LINES PAINTED FLAT BLACK. -DUCT SMOKE DETECTOR EWT -ENTERING WATER TEMPERATURE RTU -ROOFTOP AIR HANDLING UNIT 12. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. ® -ACCESS DOORS, VERTICAL OR HORIZONTAL FGU -FAN COIL UNIT SA -SUPPLY AIR �—► -CONNECT TO EXISTING 0 ® -PACKAGED TERMINAL AIR CONDITIONER FD 13. TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED FOR (PTAC) -FIRE DAMPER SP -STATIC PRESSURE PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. �► -DEMOLISH TO POINT INDICATED -STAINLESS STEEL DUCTWORK FF -FINAL FILTERS TSP -TOTAL STATIC PRESSURE 14. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE REQUIRED FOR -MOTORIZED CONTROL DAMPER UP DN FLA -FULL LOAD AMPS UNO -UNLESS NOTED OTHERWISE OPERATION, BALANCING OR MAINTENANCE OF ALL MECHANICAL EQUIPMENT. III -FLEXIBLE CONNECTION - - -CHANGE OF ELEVATION FPM 0 - -TEMPERATURE SENSOR -FEET PER MINUTE V/PH -VOLTS/PHASE 15. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING 12x8 a -FLAT OVAL DUCT -FLEXIBLE DUCT GPM -GALLONS PER MINUTE VAV -VARIABLE AIR VOLUME VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. �- -PRESSURE SENSOR KW -KILOWATT ®— -BACKDRAFT DAMPER LAT AIR TEMPERATURE VFD -VARIABLE FREQUENCY DRIVE 16. PROVIDE CONCRETE HOUSEKEEPING PAD UNDER ALL FLOOR -MOUNTED EQUIPMENT. REFER TO 2412 -NEW DUCTWORK, FIRST DIMENSION IS SIDE SHOWN -TRANSITION, CONCENTRIC -LEAVING SPECIFICATIONS FOR DETAILED REQUIREMENTS. A0 -NEUTRAL RELATIVE PRESSURE LWT -LEAVING WATER TEMPERATURE 17. VERIFY FINISH WITH ARCHITECT PRIOR TO PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS A\ -POSITIVE RELATIVE PRESSURE 2412 -EXISTING DUCTWORK TO REMAIN -TRANSITION, ECCENTRIC AND OTHER AIR DISTRIBUTION DEVICES. 0 -NEGATIVE RELATIVE PRESSURE 24x12 REMOVED 18. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTWORK CONNECTING TO EACH FAN, AIR -EXISTING DUCTWORK TO BE HANDLING UNITS, AND FAN COIL UNITS. � -SHEET NOTE CALLOUT 24x12 10x8 SDJ -TRANSITION, SQUARE TO ROUND 19. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE � -DUCT ELBOW, POSITIVE PRESSURE (SUPPLY), FIRST CONNECTED. 1Q -SHEET NOTE CALLOUT DOWN UP W/IN FLOOR DIMENSION INDICATES SIDE TO WHICH ARROW IS POINTING ( -SQUARE THROAT ELBOW W/TURNING VANES 20. INTERRUPTIONS TO EXISTING SERVICES SHALL BE SCHEDULED FOR TIMES OTHER THAN NORMAL -SHEET NOTE CALLOUT DUCT ELBOW, EXHAUST OPERATING HOURS (SUCH AS NIGHTS AND WEEKENDS). SUCH INTERRUPTIONS TO SERVICES SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE AND - PROPER COORDINATION WITH OTHER TRADES. PRE -WORK SHALL BE PERFORMED TO MAKE THE -CEILING MOUNTED ACCESS DOOR -DUCT ELBOW, NEGATIVE PRESSURE, RETURN -RADIUS ELBOW SHUTDOWN PERIOD AS BRIEF AS POSSIBLE. 21, ALL EQUIPMENT, DUCTWORK, ETC., TO BE REMOVED SHALL REMAIN PROPERTY OF THE OWNER OR -DUCT ELBOW UP THROUGH ROOF OR SLAB ABOVE DISPOSED OF LEGALLY, AS DIRECTED BY OWNER. -RECTANGULAR/ROUND BRANCH TAKE -OFF 22. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK, PIPING, EQUIPMENT, ETC., AND ALL e-RECTANGULAR DUCT SECTION UP, POSITIVE PRESSURE, OR ROUND/ROUND BRANCH TAKE -OFF FIRE RATED AND FIRE/SMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. SUPPLY OR OUTSIDE AIR 23. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 26 CLEAR FROM ALL PLUMBING VENTS AND ❑ -RECTANGULAR DUCT SECTION UP, EXHAUST AIR DISCHARGE LOCATIONS. NEGATIVE PRESSURE, RETURN -SQUARE THROAT TEE 24. DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE DIFFUSER NECK. -RECTANGULAR DUCT SECTION UP, EXHAUST 25. WATER PRESSURE DROPS THROUGH COIL CONTROL VALVES SHALL NOT EXCEED 5 PSI. © -ROUND DUCT SECTION UP 26, UNLESS OTHERWISE NOTED, ALL EQUIPMENT AND VALVE DRAINS SHALL BE INDEPENDENTLY PIPED Q-FLAT OVAL DUCT SECTION UP FULL SIZE TO THE NEAREST PLUMBING DRAIN. 12x8 -RADIUS TEE 27. SLEEVE AND SEAL ALL PIPING PENETRATIONS THROUGH BUILDING PARTITIONS. PROVIDE MANUAL AIR O -EXHAUST DUCT UP THROUGH SLAB W/ VENTS AT ALL HIGH POINTS IN CHILLED WATER AND HOT WATER PIPING. FAN ON ROOF ABOVE 28. PIPING, DUCTWORK, LEAK PROTECTION APPARATUS, OR OTHER EQUIPMENT FOREIGN TO ELECTRICAL SWITCHBOARDS, PANELBOARDS, DISTRIBUTION BOARDS, OR MOTOR CONTROL CENTERS SHALL NOT O -EXHAUST FAN ON ROOF WI DUCT DOWN THROUGH ROOF -RECTANGLE-TO-ROUND TAKE -OFF BE INSTALLED WITHIN THE REQUIRED SPACE FOR WORKING CLEARANCES OR DEDICATED SPACES OF THE ELECTRICAL EQUIPMENT, EXTENDING IN FRONT OF AND FROM FLOOR TO STRUCTURAL CEILING -STANDARD BRANCH TAKE -OFF WITH A WIDTH AND DEPTH OF THE ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NECA10.26. -SPIN-IN TAKE -OFF HVAC PIPING SYMBOL LEGEND HVAC EQUIPMENT TAGS MECHANICAL SHEET LIST Sheet Number Sheet Name Issued M001 GENERAL MECHANICAL INFORMATION Yes SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION TAG M111 DEMOLITION PLAN -LEVEL 1 -PHASE 1 Yes CWS -CONDENSER WATER SUPPLY ► -FLOW DIRECTION EQUIP. �� � �, - p-TRAP A 200 -AIR DISTRIBUTION DEVICE M 112 DEMOLITION PLAN - LEVEL 1 - PHASE 2 Yes M121 DEMOLITION PLAN - LEVEL 2 - AREA 1 Yes CFM CWR -CONDENSER WATER RETURN ^^ GATE VALVE -TWO-WAY CHECK VALVE M 122 DEMOLITION PLAN - LEVEL 2 - AREA 2 Yes CHWS -CHILLED WATER SUPPLY -BALL VALVE MV AHU NUMBER M131 DEMOLITION PLAN - LEVEL 3 - AREA 1 Yes CH' �R -CHILLED WATER RETURN -CALIBRATING BALANCING VALVE MANUAL VENT M 132 DEMOLITION PLAN - LEVEL 3 - AREA 2 Yes CD AHU-1 -AIR HANDLING UNIT M211 DUCTWORK PLAN - LEVEL 1 - PHASE 1 Yes -CONDENSATE fi - BUTTERFLY VALVE M212 DUCTWORK PLAN - LEVEL 1 - PHASE 2 Yes CR -CONDENSATE RETURN r -GAS COCK -PRESSURE GAUGE M221 DUCTWORK PLAN - LEVEL 2 - AREA 1 Yes PC -PUMPED CONDENSATE I -UNION RELIEF VALVE AHU NUMBERCOIL NUMBER M222 DUCTWORK PLAN -LEVEL 2 -AREA 2 Yes HWR -HOT WATER RETURN 1--- M231 DUCTWORK PLAN - LEVEL 3 - AREA 1 Yes -STRAINER FM -FLOW METER RHC-1-1 -REHEAT COIL HWS -HOT WATER SUPPLY M232 DUCTWORK PLAN - LEVEL 3 - AREA 2 Yes M311 PIPING PLAN -LEVEL 1 -PHASE 1 Yes �^ -CONTROL VALVE n -WATER METER VARIABLE/CONSTANT AIR VOLUME TERMINAL UNITS HPS -HIGH PRESSURE STEAM SUPPLY M312 PIPING PLAN - LEVEL 1 - PHASE 2 Yes -SOLENOID VALVE � -INLINE PUMP M322 PIPING PLAN - LEVEL 2 - AREA 2 Yes MPS -MEDIUM PRESSURE STEAM SUPPLY TERMINAL UNIT TYPE LPS -LOW PRESSURE STEAM SUPPLY -PSI REG. c -INLINE PUMP VTU -VARIABLE TERMINAL UNIT AHU NUMBER M501 MECHANICAL SCHEDULES Yes -CHECK VALVE CTU -CONSTANT TERMINAL UNIT �TERMINALNUMBER M601 MECHANICAL DETAILS Yes HPR -HIGH PRESSURE STEAM RETURN -VALVE ON RISER PTU - PARALLEL TERMINAL UNIT M602 MECHANICAL DETAILS Yes STU - SERIES TERMINAL UNIT VTU-1-1 MPR -MEDIUM PRESSURE STEAM RETURN -FLOW SWITCH C -CAP M603 MECHANICAL DETAILS Yes LPR -LOW PRESSURE STEAM RETURN -SLOPE DIRECTION (DOWN) 7 -CONNECTION, BOTTOM M701 MECHANICAL CONTROLS Yes RL -REFRIGERANT LIQUID -FLEX CONNECTION -CONNECTION, TOP RS -REFRIGERANT SUCTION -COUPLING -O.S.&Y. GATE VALVE -ELBOW, 900 -STEAM TRAP -ELBOW, 45' THREE-WAY CONTROL VALVE -ELBOW, TURNED DOWN Q o -ELBOW, TURNED UP -THERMOMETER -TEE, OUTLET DOWN -TEE, OUTLET UP f D -- D T-i -45° PIPE RISE (R) / DROP (D) -PIPE ANCHORS -CONCENTRIC REDUCER -ECCENTRIC REDUCER NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 E N 61 N E E 81 N r, Fax: 407-540-0234 FOR OOCRITECTORE www.tic•engineers.com ©Copyri ht2l)16 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 t����rrrrr SEE ����''• s 71576 '? S STATE OF • 'sr0r ra I Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton '6 A R C H I T EOCT F0415,16 ATE SUBMISSION No. CONSTRUCTION DOCUMENTS GENERAL MECHANICAL INFORMAPON PROJ. NO. N-15021.00 SHEET DRAWN [%M M0011 1 ■ 2 ■ 3 t rn T a 0 r� ■ 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 :(40) 839-0886 (407) 839-1709/Fax www.huntonbrody.com License AAC001744 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D �a L E :Nfl ■ LL U W O c a� C 0 W AZ - a_ a) N 2 LL 00 ■ rn T T y m a O m B U O J CO T O CV w a) U d v cM ocn A io to T 0 N lO T 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 �a co E =o i m ■ U w 0 c m rr C w a (U N 2 LL 00 ■ O) It N O 2 f0 B U O J (O a N N U d 0 Zn A 0 0 N LO 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 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 L C� E ■ Nr LL I U w 2 6 c a� C CL w t N <L 00 ■ rn Cn O 2 B U O J O N N Q' ■ � U a o ll o M A CD T r' N LO SHEET NOTES: 1 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 NNE T VE MEANS J1 t 1 �� AND FAN GAURDS. PROVIDE AS MANY t� \�$ i p�e A 9 3 e r 'xn' TEMPORARY NEGATIVE AIR MACHINES AS REQUIRED TO MAINTAIN MINIMUM NEGATIVE PRESSURE REQUIREMENT. N � ,i r --- 2 DEMOLISH ALL DUCTWORK, PIPING, HVAC n, r -)r'� EQUIPMENT, WITHIN THIS SPACE. PROVIDE T B REPORT & O ON AHU AND _. „....«:...., _.............................. ......:........ . --�}-__---__---__—___- __ � 0 EXHAUT FANS SERVING THE SPACE AND .W...,..i.._....,.. a _.... . __�...., ,....... ......, . ----------------- AIR a AIR DI STRIBUTION DEVICES IN ADJACENT — I n ( SPACES TO CONFIRM THEY ARE NOT l _ r M.... I L.. I ( I ADVERSELY AFFECTED (:., 3 PROVIDE INCLINED MANOMETER GAUGE r ._ ...:._,- WITH RANGE FROM 0.00" TO 0 _., pi, MAINTAIN A MINIMUM OF -0.03" W.C. IN CONSTRUCTION AREA. REFERENCE T FACILITY ICRA PLAN FOR ADDITIONAL INFORMATION. 1 DUCTWORK DEMO PLAN - 2ND LEVEL - AREA 1 1/8" = 19-011 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 E N 61 N E E R I N 6 Fax: 407-540-0234 FOR RRCRITECTURE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. se #71576 +i E ib40 8 h,i� F' ;�L O 71576 •:Z r t RP: NSA` O NN Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION HuntonWF A R C H I T E4CT DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS DEMOLITION PLAN - LEVEL 2 - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN 0JM M121� 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 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 m s L ca E to I.L 2 U w O C N C 0 w Q N L 00 rn N O 2 �a B U O J O N N U o U Q0 � O s M A a cL6 N CD LO C � CD o � U L CL Q 1 1/8" = 1'-0" DUCTWORK DEMO PLAN - 2ND LEVEL - AREA 2 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 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, 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. 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. Floridalicense #71576 d0Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton • • • A R C H I T E4CT r.4 DATE SUBMISSI N NO. ,15.16 CONSTRUCTION DOCUMENTS DEMOLITION PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021,00 SHEET DRAWN DJM M122 ■ 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 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D L E I U w 0 c ry C 0 w CL _ IL 00 ■ rn It LID N O m B U O .J t0 O N N IY ■ U ci A 0 N LO 17.0 i i - - — - i I � a I747 a E , } L t € rs rr _ I I i \ it _a .._: I ✓�_� � \ s r ( a i 3 € F 1( 3 ' F �-___ I I I j- 9a I i ' I k E' i � E � ` r i 4 t k ~� 'r C` I °9. \ �: Au n 1 �, pa I ,3{ I FFF z I ,• i I ., a t I Z i I t "p 1 3 a s it � ,d \ i k � � L. � -•� i I i i i n j I , i i , 7 r i p i { i 'a•� <<. I r l I h I J,� 1 I I r i f 8 1 I - t a / E I -_...._ .._. ___ ..::..«.».:..,.+...,,.....:....................�..,,,<. ,.mom..-...a...,e..,.,.,.-.......e.�-.....,,,..<.<,.-,:.... .».»®...n+R.,«.........m,.,.,.«.........�,.....«.«.a.«,.,...,<,..,:..:.......�,w.�E<,�.....,...,....:...,...,...-..,...,-..�..n,®...,.�.,...,<...,......,.,. -.<. i FT] I D - 1 DUCTWORK DEMO PLAN - 3RD LEVEL - AREA 1 1 /8" =1 E-0EE SHEET NOTES: 1 EXISTING TO REMAIN AHU AND RETURN AIR FAN SERVING THE ED. PROVIDE PRE -DEMO AND FINAL T&B REPORT ON UNIT FOR EACH PHASE OF CONSTRUCTION. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 EN01NEERIN6 Fax:407-540-0234 FUR ARCRITECTURE www.tic-engineers.com OCopyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Le Johnson, P.E. Aaron Le • • •'\.�C' EN s4S'• :VSO'. O 71576 2 % •F � r�'• Y. • . • f f�E OF : �tU Q �4NA��e�'��,♦♦ Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton or A R C H I T E C T DATE SUBMISSION NO. P4.15.16 CONSTRUCTION DOCUMENTS DEMOLITION PLAN - LEVEL 3 - AREA 1 PROJ. NO. H-1502100 SHEET DRAWN DJM M131 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 I I r� � r I I � � I�� -T- �r I -r - -- � �r - - I - - - -- r - r n I I _ - 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 m fn ca E. t ryNT 2 U w 0 c a� C 0 w CL 2 I 00 LO LO to a) .a O m B U O J cD O N N U 2 M A to LO T 1 DUCTWORK DEMO PLAN - 3RD LEVEL - AREA 2 1/8" = 1'-0" SHEET NOTES: 1 REMOVE EXISTING FAN EF-1. 2 REMOVE EXISTING EXHAUST FAN. REPLACE WITH NEW EF-213. 3 REMOVE EXISTING OUTSIDE AIR INSTAKE AND EQUIPMENT ASSOCIATED WITH EXISTING AHU-1. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 E N 61 N E E R I N e Fax: 407-540-0234 FOR ARCRITECTURE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. F ,��#71576 r J0, rew E 3F :p0®«« N 71576 >k F Y 0y'a,� ST` ooi,��`S;ONAfill W10 Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton WF4CT A R C H I T E DATE -SUBMISSION NO. P4.15.16 CONSTRUCTION DOCUMENTS DEMOLITION PLAN - LEVEL 3 - AREA 2 PROJ. NO. H-15021,00 SHEET DRAWN DJM M132. 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 1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 11 0 12 IN 13 0 14 IN 15 16 0 17 0 18 IN 19 0 20 R P 11 0 0 N 0 m L 0 K H G F E 0 D W E W a) C Uj (U N T_ L 00 a) ,'I- LO Cn (U 'a 0 B 0 _j a) ry 04 A 0 F: zaa g, (Ea _2 v J ........ ........ 4- -,, j_=P Jm. . . ` ------- - ------ — — -- ----- --- - N� . .......... ---------------- ---- \Zj 3i \,AM ... ... . .... ... _�;� W-1 0 N �,,EO Y _41 t0lf --- — ------- WIL A- ___bg - ---- -- Lj �11 ... . . .... . . ................ 1:0) =E ---------- ----- --- --- E Sal -?rf �QLUJ �EXAM 77 F.0 XE 75 L .......... ......... ........ �!�E 12 L (KID, A N I OLI D ING E �Bll 030 ......... . .......... 8xd -- — -------- -------- ------ E 11 R IUI -(KID Q05 1 ELL A 'AT C E . . .. .. .. . . ... . .. ... .. .. . ............... . ....... . . ...... .......... .... 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El F V. 350 �CLI_ED�- A A, R L FR, PANEL HC-ED- R65 X cli co S 8, X !12xl X 00 0� _10X8_ CN RHC-ED FCU-EQj-1 i� 71 X RHC-ED-7 co F )nA , P, CD C> RH -ED-5 C 20X12 tft 20xl2 1414 X Rk-ED4 I C14 R R co 100 LIC 0 RR e 9 co RH-14 L 10 r RH-11 RH-12 RH-13 26X14 -- -- ---------- - X (A3 0 6Z= VIM Dn.3,- CS D6O LL (A 100) =A3 0 >1 =Sl 03 X 7 'IT DDA lot FCU-EDl-3 100 UC Comm 2 CV-ED-11 lWU (-A —300a 8 800 X.... ... .. . . ..... - 00 D 110, CV-ED-2 1414 RH-2 -1 RH-3 RH 28x12 <0 . ....... ... ..... .. ......... .... 04 3 . ........ ---- ------ 14xl4jj B 8 y �8x8 C T 6 0 LOO) XS 75 2 6 fX 00, 5 .. . ....... . HEP RF-ED-1 W C C. 1 OX8 �0 100 4 .. . ........ �T 0 8X8 rl ......................... �.o L DUCTWORK PLAN 1ST LEVEL PHASE 1 f1/8" if -Owl IN 2 IN 3 0 4 0 5 0 6 7 0 8 0 9 0 10 0 11 0 12 13 0 14 SHEET NOTES: 1 EXHAUST DUCT UP TO NEW EF-1A ON ROOF. 2 EXHAUST DUCT UP TO NEW EF-ED1 ON ROOF. 3 PROVIDE 24X24X12 HEPA FILTER HOUSING EQUIVALENT TO CAMFIL MAGNA PACK WITH A FA 1560-01 -01 FILTER. 4 RETURN FAN SHALL HAVE A VFD WITH CONSTANT DUCT VELOCITY CONTROL STRATEGY TO MAINTAIN SPECIFIED AIRFLOW THROUGH FULL RANGE OF CLEAN AND DIRTY FILTER PRESSURE DROPS. VFD SHALL BE MOUNTED IN CEILING NEXT TO THE FAN. VERIFY THAT THERE IS 48" OF CLEAR SPACE IN FRONT OF THE VFD. 5 2X2 HEPA FILTER LAMINAR DIFFUSER BY PRI E. MODEL FFU OR EQUIVALENT. 120 NECK. 115V/1 - 1/3 HP ECM MOTOR. 6 INSTALL VOLUME DAMPERS IN EXISTING DUCT MAINS FOR PRE-T&B. PROVIDE DUCT TRAVERSE READING BEFORE DEMOLITION AT THESE LOCATIONS. 7 EXISTING SUPPLY AND RETURN AIR DUCT MAINS UP TO EXISTING AHU. 8 EXISTING SUPPLY AND RETURN AIR DUCT MAINS UP TO EXISTING AHU. PROVIDE PRE -DEMO AND FINAL T&B ON AHU AND DIFFUSERS TO ENSURE AREA IS NOT ADVERSELY AFFECTED. 9 VFD FOR RF-ED-1. 10 PROVIDE ACCESS DOOR FOR VFD. 11 EXISTING SUPPLY AND RETURN DUCT FROM AHU-20. 12 REBALANCE ALL EXISTING AIR DISTRIBUTION DEVICES ASSOCIATED WITH AHU-24 TO ACHIEVE AIRFLOW DURING REBALANCE AND RENOVATION OF AREAS SERVED BY AHU-24. PROVIDE ALLOWANCE TO REPLACE/INSTALL 10 MANUAL VOLUME DAMPERS AT T&B AND ENGINEERS DISCRETION. 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 36" 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 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING, Fax: 407-540-0234 FORAICNITECTURE www.tic-engineers.com @Copyright2016 TLC Engineering for Architecture, Inc. COA15 TLC NO: 115498 Aaron Lee Johnson, P.E. ,,fjArjgjj License #71576 E 10 No 71576 fz 4jj .40 ID N % Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton *0 A R C H I T E C T S DATE SUBMISSION NO. DUCTWORK PLAN - LEVEL 1 - PHASE 1 PROJ. NO. W-15021.00 SHEET DRAWN DJM M21 1m 0 15 0 16 0 17 0 18 1111 19 0 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 f407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001 744 1 0 2 0 3 0 4 0 5 0 6 m 7 0 8 m 9 0 10 0 11 a 12 0 13 0 14 0 15 0 16 m 17 m 18 0 19 m 20 R P 0 N m L K H G F E m D ca E (0 ry LU (U C Uj CL I L 00 0 5 B 0 M A to 3 3 Ali ----------- . .. . ..... -T- LIU— '9.0 0 4�O 0 -,.0 e_ J 1 0 L 0 n .. . ...... . 7 7- Y -- --- ... ... 2 A 2 '3� 7 AM 1� 1414 4 12 A IT t C,4 J X8 77 EX EX,4' 1, YX D, IATRIC 1 �ILI L I Ia-x I L7 GYN S 150 1 150 iN �Ie f1i It 5 - X vj Ozzie X Lj S; RKCAA-20 f RHC-IA-22 L_J; IL :3 Ko BC R'l-IC-1A�i M lci_ i]t �7' J X j ... ....... An 1412 _3 J� 4 'P , \ �1,77 0,i,M� N 6 J A -- ------ - -- --------------- < 6 r! AM 4 5LEV L r7,t 4 .............. ................ ................ ........... i_ iON J, - ---- - ---- 4 V 4 H m -4 m XAM 0 ........ ...... (4 ---_------_- U . .... ........ .. .. DEMON .......... . ----------- HWIX m co �-XA m '4' ILL 4 '\7, 1NG rA TOR ------------ r, U, TI 8x8 G A x . ... ...... EXA-1 2 0 Er U'3 `11 a U, 4 B 6o uc 2422 4 4 I4 \7 4 28 30x2O C-4 X ------ ------------ - - ------ Lj HOW OXIO 8xlo;? % 100wo RKC-IA-11 C14 B X Ox 00 7 -3 4 2 . ............. X 00 8XI 00 X A AT'rN 0 L EXA 12x T _UC CA 15DO ;-1oo 6x6 TLT 8x ------ -- 2=2 T!, M 00 22x10 16xl 0 7 8 - -------- 2. 02 . . ........ . :�jzioxioii A 110' A 150 T 12x10 RHC-IA-1 12X1 0 A 150 __j RH C-1A-17 L I ? 1 8x'l 0:1]=ixi o: - L f �7 ' . i — E A 1 A 150 - - ------- --10,,Jn C. A R RHC-1A-1 ix rK:71 Ex, A 15 L - 1414 .0 44 Lr 8X8 ri I I 100 LIC L E A N 100 LIC -E A 200 3 1104 L =1 T . ...... . Ll !�2 A 150 2416 RH-IA-13 RHC-1 12x10 X 12 0 Pz F, x 7 RHC-lA-14 A 1L)U L J X CA 7-1 00 =A2 5 U MRACK 1=5 V:r Tin-, A .......... XAM 2 A! r B 150 X. ........... .. . ----- - - r ----------- - 7 - -- - - ------------ . . . .. ....... A41 r TLT L T T 11 T i 08 E-12 �3 IFF2 AT101 em .... ........... .. B too - ------ - . ................ .. .. ... ..... . . --------- --- T L A -17 M AR 3 2 .0� ROOM, El V; )R 51 ;:;z P T� MEDS IT It-----------_-- ItZ L --- - ------ GEM r ta�, -e, =MMW7� % ----------- L 14X14 EA DUCT P A' I JA —7, TO EF-ISO-1 A', D D. N DD.4--- T Comm F ....... . .. 'A v ....... . .. . . ....... IA ............ K --------- -- DUCTWORK - 2ND LEVEL - PHASE 2 DD,,66 L1�441 E -011 1/8" a . . . . . . . . . . . . . . . . . . . . . . . . . . . . j L ........... "Y r .... ......... . ....... . ... ...... w ... ..... . . z F cc m L T JAN, TL' JAN T fP-01 4 I 4_1 �Lo Lj S - VO L_j B 4 4 n� NO em WED a km �m me an wom- 777,.- io %3. DUCTWORK PLAN - 1ST LEVEL - PHASE 2 SHEET NOTES: 1 PROVIDE PING PONG STYLE OVER DOOR PRESSURE MONITOR EQUAL TO ADI-69-V-N. 2 PROVIDE LOW WALL EXHAUST. MOUNT EXHAUST GRILLE 9" AFF. ARCHITECT TO PROVIDE CHASE FOR LOW WALL DUCT. 3 EXISTING 30x3O EXHAUST DUCT UP TO EXISTING EF-26 ON ROOF. 4 REMOVE EXISTING DIFFUSER/GRILLE AND REPLACE WITH NEW DIFFUSER/GRILLE WHERE NEW CEILINGS ARE BEING PROVIDED. RECONNECT EXISTING BRANCH DUCTWORK TO DIFFUSER/GRILLE. 5 NEW EXHAUST DUCT UP TO NEW EF-ISO-1A ON 2ND FLOOR ROOF. MAINS UP TO EXISTING AHU. GENERAL DUCTWORK NOTES 1. PROVIDE BALANCING DAMPERS AT ALL BRANCH DUCT CONNECTIONS AND ALL SECONDARY MAINS. PROVIDE A DAMPER FO EACH AIR DISTRIBUTION DEVICE. 2. ALL TERMINAL UNITS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS. COORDINATE WITH ARCHTECTURAL CEILING PLANS. PROVIDE 36" CLEARANCE IN FRONT OF ALL TERMINAL UNIT CONTROL PANELS. FOR ALL VOLUME DAMPERS LOCATED ABOVE DETAILS FOR MORE INFORMATION. 4. CONTRACTOR TO PROVIDE PRE-T&B TO ENGINEER PRIOR TO DEMOLITION. 5. T&B NOTE: UPON COMPLETION OF PHASE 2 T&B CONTRACTOR SHALL REBALANCE PHASE 1 AIR DISTRIBUTION DEVICES SERVED BY AHL TO CONFIRM AREA HAS NOT BEEN ADVERSELY AFFECTED. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-641-9050 ENGINEERIN c Fax: 407-540-0234 FOR ARIDNITECTURE wvvw.tic-engineers.com (Kopyrlght2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 r- 1V 71576 F. 4tj .4 OR X N /0 IN A% — Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton Brady A R C H I T E C T S 104,115,16 CON6TRUCTION DOCUMENTS I DUCTWORK PLAN - LEVEL 1 OR PHASE2 PROJ. NO. H-1502100 SHEET DRAWN DJM 'M212 2 3 0 4 0 5 0 6 0 7 0 8 0 9 0 10 0 11 0 12 0 13 0 TT1T__ IT 14 15 m 16 0 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/Fax www.huntonbrady.com License AAC001744 -T- 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1 1 /8" = 1 E-0EE DUCTWORK PLAN - 2ND LEVEL - AREA 1 SHEET NOTES: 1 NEW UTILITY SET EXHAUST FAN. PROVIDE MINIMUM 10'-0" TALL EXHAUST STACK. 2 PROVIDE FLEX DUCT CONNECTION AND RELOCATE EXISTING TO REMAIN DIFFUSER TO ALIGN WITH NEW CEILING GRID. PROVIDE PRE & FINAL T&B FOR SCOPE OF WORK. 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 36" 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. Ila255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 EN6INEERIN6 Fax:407-540-0234 FOR ARCRITECTORE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florile License #71576 ooy®®Noo lot%��' 00o E _ ./p,5, ° 71576 •� :jry dv►: S F ID ON A„ o0000 Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T 104,15,16 CONSTRUCTION DOCUMENTS DUCTWORK PLAN - LEVEL 2 - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN DJM M221 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E 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 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 t L U E 101 LL. 2 U W O C N rv, C 0 w CL W a0 � rn LO LO N O m B U O J C,O O N N � U LO � o i M A 3 O S N LO ,2 i L: 1 DUCTWORK PLAN - 2ND LEVEL - AREA 2 1 /8" =1 1 -0" J Y "\ 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-2B. 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 36" 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. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENSINEERIN6 Fax:407-540-0234 FUR GRCUTECTURE www.tic-engineers.com © Copyright 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 ®� ®eres�f��o,♦ LEE JO , ♦♦ F'.po No 71576Jy '•.2 • 3 T 9/Au �• • �' ,•.A, ♦�+rs�ONAf; E?� �� 80i1 Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton •*o A R C H I T E C T DATE SUBMISSION NO. 04,15.16 CONSTRUCTION DOCUMENTS DUCTWORK PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021,00 SHEET DRAWN DJM M 222 R IN P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E D ■ C ■ B ■ i A 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 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.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 ■ J ■ H ■ G ■ F E ■ D cu E U w O c rr C 0 w a N S LL 00 ■ rn LO N O B U 0 J CO O N N U r (y U 7 CA L M A i CO Q m o T a 0 n \0.- amp . I i I � I 3.0 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 i---i- 255 S. Orange Avenue mm Suite 1600 11-0 Orlando, FL 32801 Phone:407-841-9050 ENGINEERINs Fax:407-540-0234 FOR ARCUTECTURE www.lic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. Florida License #71576 0� III/l/pp® LEE JO aoo ..••�,�CEAjs,ti/Ls% * • NO 7157g Z 70V• ��FcS;• pR�pP.-*4(/ - Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton 0 or A R C H I T E C T DATE SUBMISSION NO. )4,15,16 CONSTRUCTION DOCUMENTS DUCTWORK PLAN - LEVEL 3 - AREA 1 PROJI. NO. H-1502100 SHEET DRAWN DJM M231m ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 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 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 to ca E. a �1 N ■ LL U w 2 6 c C 0 w Is N 2 a0 � Ln rn Ln Cn N a O B U O J CO O N � U V � 0_ v = M A 5 to E N LO 1 DUCTWORK PLAN - 3RD LEVEL - AREA 2 1/8" = 1'-0" 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 PLUMBING VENT OPENING. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 EN61NEERIN6 Fax:407-540-0234 FOR ARCRITECTURE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 1 5-498 SEAL Aaron Lee Johnson, P.E. 'cense #71576 ciit • �t576 : Z S • C. 6 �a11 � •e / - AL Ne..�. Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton WF A R C H I T E4CT DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS DUCTWORK PLAN - LEVEL 3 - AREA 2 PROJ. NO. H-15021,00 SHEET DRAWN DJM M232 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 i 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 E �t TN ■ I.L 2 U W O C N C LU CL N TZ IL 00 rn LO tr) N O 2 Fu B U O J O O N N 9 U U CV 0) M A L a o CL6 N LO C � a 1 1/81I=1,011 SHEET NOTES: 1 NEW LOCATION FOR EXISTING CONDENSATE RETURN PUMP. 2 MATCH EXISTING SIZE AND RE-ROUTE EXISTING DRAIN CONNECTIONS INTO CONDENSATE RETURN PUMP FROM EXISTING CONDENSATE RETURN PUMP LOCATION. 3 MATCH EXISTING SIZE AND RE-ROUTE CONDENSATE LINE FROM CONDENSATE RETURN PUMP. TIE INTO EXSISTING LINE DOWN STREAM. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 EN61NEERIN6 Fax:407-540-0234 FOR ARCNITECTURE www.tic-engineers.com ©Copyright2W TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron Lee Johnson, P.E. E JOO`s�e #71576 71576 a %t STT O A 000 Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T 104,15.16 CONSTRUCTION DOCUMENTS PIPING PLAN - LEVEL 1- PHASE 1 PROJI. NO. H-1502100 SHEET DRAWN DJM M31 1 U 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Q, 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 0 n 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 L E t r U W 2 6 c O C 0 w CL 2 LL 00 ■ rn LO r r y N O m B U O _I Co r O N N lZ' ■ C U U co N 1P M A CD co LO o U L o� CL o_ 0 f1 2 118EE=1'-0'E 3 1 /8" =1'-0" HEEPI r, PIPING PLAN -1ST LEVEL - AREA 2 �Caeu - -- --- KKK mm t 3 I tt 1 j i - --- — - - - —3 — - �- -e--fit---_ � T � — - ---- — - — -- --- — - - --- , §; - - - - :: i F I II: - ^.: ! , ,.>.. F: �-.-.,� a.:.,,.,,.rru..._F.:....,w,....:.<..-....,,.,.f ... .:-axw �.: ,.<,. ... r....u.� _,-.f .^_.._.., ,- .... v.. .� - I V- 2A-7 w) , j n Y A I _ r. i U t . _P,,; -- -- - - -- - f - - - - - _ --- -- - -- --- --- Y y - - v� - _ T CV-2A-1 -_ ;• CV-2A•2 T T CV-2A-3 _ CV-2A-4 T T CV-2A-5 �; _ ?. _, CV-2A-6 TC f - , i k. 1 Z-r3�t w I 1` � i pg� I C R asm `3.-. wtit $ . 5se �`d" d"".: ;.i Gw 8- -�,j '{"'`.,_''1 I#Ce 3. yi "... V' ' ---1 1/4"; 1 1/4"oHHWR >. " € _`.. - _ 1 ra HHWR _ _. , h Vo HHWS � , � , _ Cn C-2A-8 CV-2A-12 n 4 r - 9.5 I - - - 3/4" o HHWS V 2A-° � FCU-2A-1�� � � 1 1/4"o CHWS n 1 11_777- 3/4"o HHWR : O A- CV-2 _e 1 1/4"m CHWR- l TLL �'�s,�-_- URIAH 1!' , rd „ t �[ 1 1/4 o CHWS j E �, _ 1 1/4 o CHWR n n _ :._ _ ,t, ..�,- _.._ ... e., ... t_"�I � � ' d'q �''S',.�_'-.3•—`- 7 , _. l 1�i� ��2a�. �"AT 'Rrl 1 1/2" HWS&R AND � � �, r ->, � � , .. -� �;��~. � n FCU 2A-2 „ / n 1 1/2" CHWS&R ; ."_ ( - ( r .. - DOWN TO 1ST_< i - _ ..,;FLOOR ;.�.. ..... ..__, �; � s � ... � � � . � � �., � � �_-�`��:..,::�. gas g ) 3 1 „ *w R � u; �k h ,� V-2A-13 1 f, - _ 4, R ,'------ . _- 1 !� HHWR 3/ HHW �ii vn.._-._.._ .� L a 1 1/2 CHWR 1 HHWS — — — — - _ _ _ _ I I f � � : 1 1/2 0 CHWS 3/4"o HHWS 1 - r a j - n CV-2A 14 1 1 /2"o HHWR _ - I _r 1 1/2"o HHWS r — ® ��� v a `..i„ rt"'� "",,...��... N.n n :a s a ., r •- 5.5.m.._.""..�.... �,... c. s""""`4 a a a r p �r'"'.,'".> C ,a : c a x""'.,o. a ,-"'"'3"_' W ti 2 a a a ;F'°"� a ew`�"i_ '�."i E � � �f x. - i j I #`H -- q ^ R �i i Nt. lsx'��aa � —. { j ,. E T •, °°t��� E ! CV-2A-1& 4 z :_ i € - V-2A-r7 C. 2A 15 , - �a�€ E`� j i i $ '3 't T CV-2A-21a r �, s tt � F. - , 2 =P1_ i T011- I i I: 5 : �9 ! f[ r I i t Imo€ ° j - --„ r i r y a {{ .F F 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ PIPING PLAN - 2ND LEVEL - AREA 2 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 SHEET NOTES: 1 DEMOLISH HWS&R PIPING BACK TO MAINS AND PROVIDE NEW HWS&R LOOP FOR PROJECT AREA. Is255 S. Orange Avenue Suite 1600 Orlando FL 32801 Phone: 407-841-9050 EN61NEERIN6 Fax:407-540-0234 FORARCRITECTUR 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 / NO 71576 'Z o ° t E • • 0��s. t O A %��� eeee Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION untonl*m • A R C H I T E C T DATE SUBMISSION NO. �4.15,1& CONSTRUCTION DOCUMENTS PIPING PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021,00 SHEET DRAWN DJM M322 ■ 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 R ■ P ■ 0 ■ N ■ M 1= ■ L ■ K ■ J H ■ G F ■ � E D co c� E vl co ■ U w 0 c a� C 0 w fl. a� N 4 ao ■ rn LO LO 0 0 B 0 J 0 N U fl V �6a U M y o c M A t m `n i o CHILLED WATER AIR HANDLER SCHEDULE COOLING COIL FILTERS AIR FLOWS DIRECT DRIVE PLENUM FAN DATA DESIGN CONDITIONS CAPACITY MIN. PRE -FILTERS FINAL -FILTERS PLAN MODEL UNIT UNIT COMPONENTS IN DIRECTION OF AIR FLOW MARK NO. TYPE EAT LAT SEN. TOTAL MAX. MAX. EWT/LWT GPM MAX PD FACE SERVICE SUPPLY RETURN OA EXT. TOTAL WHEEL MIN. FAN MAX. MOTOR VOLT/ MODEL RATED MAC P (IN. WG.) MODEL RATED MA& P (IN. WG.) BHP VFD VEX. 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 6$ 10 FT HD 18.1 AM -AIR 301 30 0.26 1.26 VARICEL-SH 90-95 0.5 1.2 2ND FLOOR ORTHO/REHAB 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 480/3 FAN/VFD 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 12. EXTERIOR OF UNIT SHALL BE GALVANIZED STEEL WITH PAINTED AND SEALED EXTERIOR. 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 13. PROVIDE EBTRON INTEGRAL OUTSIDE AIR FLOW METER WITH INTEGRAL AUTOMATIC WHL - DESICCANT WHEEL CDC - CONDENSER COIL ACTUATING BALANCING DAMPER. 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 DDC PANEL WITH DATA PORT CONNECTION. COORDINATE WITH LOW VOLTAGE EXHAUST DISHCARGE OR PLUMBING VENTS 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 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 (OF) LAT (OF) ENT. LVG. CV-ED-1 1600 1600 14" 2 .35 140 110 4.0 52 85 CV-ED-2 1600 1600 14" 2 .35 140 110 4.0 52 85 CV-2A-1 200 125 5" 2 .35 140 110 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" 2 .35 140 110 1.0 52 85 CV-2A-11 650 300 101, 2 .35 140 110 2.0 52 85 CV-2A-12 700 700 10" 2 .35 140 110 2.0 52 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" 1 2 .35 140 110 1.0 1 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" 1 2 .35 140 110 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. MIN.TOT. EAT WATER TEMP. OF FLOW EAT LAT WATER TEMP. OF EXT. DRIVE VOLTS/ DRAIN MARK NO. AIR CFM HEAT CFM I HP SERVICE DB WB ENT. LVG. ENT. LVG. MBH MBH GPM (OF) (OF) SP TYPE PHASE PAN FCU-2-1 BCHC-18 450 11.5 15.5 80 67 45 55 3.5 450 52 1 85 140 110 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 67 45 55 6.0 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 1 85 1 140 110 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 1 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 j BCHC-36 1200 32.2 L 44.7 80 67 45 55 6.0 NO HEATING REQUIREMENTS 0.05 DIRECT 1 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 EF-25 5710 4880 4880 EF-26 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 Q P IN. WG. WATER DATA CFM TEMP. OF TEMP. OF FLOW GPM A 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 RHC-1A-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-1A-7 250 52 85 9.1 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-8 250 52 85 9.1 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-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 RHC-1A-13 500 52 85 18.2 2/100 1000 1 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-1A-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 0.25 140 110 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 1 85 12.7 2/100 1000 0.25 140 110 1 1.0 5.0 RHC-1A-20 150 52 85 5.4 2/100 1000 0.25 140 110 0.5 5.0 RHC-1A-21 150 52 85 5.4 2/100 1000 0.25 140 110 0.5 5.0 RHC-1A-22 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHC-1A-23 300 52 85 10.9 2/100 1000 0.25 140 110 1.0 5.0 RHC-IA-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 1000 0.25 140 110 0.5 5.0 NOTES: PROVIDE RHC'S AT THE END OF PIPING BRANCHES WITH 3-WAY COILS FAN SCHEDULE PLAN MODEL STATIC FAN MOTOR VOLT/ DRIVE FAN TYPE CFM ACCESSORIES RPM HP BHP MARK N0. 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 3175 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 2100 1.5 1,509 1 1,725 1.5 1.12 1 460/3 BELT SECOND FLOOR ORTHO/REHAB 1,3,4,5,6,12,20,25 EF-213 120CPV UTILITY 1000 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 3A .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 16) WALL COLLAR 28) VFD EXISTING AHU-24 AIR DISTRIBUTION SCHEDULE REBALANCE SCHEDULE NECK FACE SIZE MARK CFM SIZE LENGTH DESCRIPTION SUPPLY RETURN OUTSIDE AIR A 000-100 6o 24x24 SUPPLY DIFFUSER 101-225 80 24x24 BASIS OF DESIGN: PRICE SPD OLD NOTE 3 NOTE 3 NOTE 3 226-300 301-400 1ON 12N 24x24 24x24 COLOR: WHITE MATERIAL: ALUMINUM PHASE 1 -1885 -550 -1420 401-500 501-600 14N 16N 24x24 24x24 OPPOSED BLADE DAMPERS: NO FINAL PHASE 1 +545 PH 1 +1210 PH 1 +705 B 000-110 6x6 24x24 RETURN / EXHAUST GRILLE GENERAL NOTES: 111-220 8x8 2424 BASIS OF DESIGN: PRICE 80 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE 221-350 10x 10 2424 COLOR: WHITE AIR BALANCE 351-530 12xl2 2424 MATERIAL: ALUMINUM 531-730 14x14 2424 OPPOSED BLADE DAMPERS: NO 2. T&B CONTRACTOR SHALL VERIFY EXISTING AIRFLOWS WITH PRE -DEMO T&B REPORT 731-970 16x16 2424 1/2"xl /2"xl /2" GRID 971-1240 18xl8 2424 3. INADEQUATE AIRFLOW INFORMATION IS AVAILABLE FOR AHU. PROVIDE PRE -DEMO AND FINAL 1241-1540 20x2O 24x24 T&B TO ENGINEER BEFORE CONSTRUCTION. 1541-1880 22x22 24x24 INTERLOCK SCHEDULE AIR HANDLING UNIT 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 C 000-160 6x6 SUPPLY SIDEWALL DIFFUSER 161-250 8x6 BASIS OF DESIGN: PRICE 610L EXISTING AHU-20 251-330 12x6 COLOR: WHITE REBALANCE SCHEDULE 331-500 18x6 MATERIAL: EXTRUDED ALUMINUM OPPOSED BLADE DAMPERS: NO 501-890 891-1450 18x10 24x12 SINGLE DEFLECTION 3/4" SPACING SUPPLY RETURN OUTSIDE AIR 1451-1650 24x16 OLD NOTE 3 NOTE 3 NOTE 3 D 000-100 6x6 RETURN / EXHAUST SIDEWALL GRILLE 101-175 12x6 BASIS OF DESIGN: PRICE 610ZL PHASE 1 -280 -530 +250 176-260 261-425 18x6 18x10 COLOR: WHITE MATERIAL: EXTRUDED ALUMINUM FINAL NO CHANGE NO CHANGE NO CHANGE 426-600 601-1000 24x12 30x18 OPPOSED BLADE DAMPERS: NO 450 FIXED DEFLECTION GENERAL NOTES: 3/4" SPACING E 000-100 6N 24x24 LAMINAR FLOW SUPPLY DIFFUSER 1. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE 101-225 8N 24x24 BASIS OF DESIGN: PRICE LFD 226-300 10ls� 24x24 COLOR: WHITE 2. T&B CONTRACTOR SHALL VERIFY EXISTING AIRFLOWS WITH PRE -DEMO T&B REPORT 301-400 12 N 24x24 MATERIAL: ALUMINUM 401-500 14N 24x24 OPPOSED BLADE DAMPERS: NO INADEQUATE AIRFLOW INFORMATION IS AVAILABLE FOR AHU. PROVIDE PRE -DEMO 501-600 16 N 24x24 3. AND FINAL T&B TO ENGINEER BEFORE CONSTRUCTION. F 6 6 MAXIMUM SECURITY SUPPLY DIFFUSER 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 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. 000-110 x 24x24 111-220 8x8 24x24 BASIS OF DESIGN: PRICE COLOR: WHITE 221-350 10x10 24x24 MATERIAL: ALUMINUM 351-530 12x12 24x24 OPPOSED BLADE DAMPERS: NO 1-30 14x14 24x24 1/2"x1/2"x1/2" GRID 731-970 16x16 24x24 971-1240 18x18 24x24 G 000-110 6x6 24x24 MAXIMUM SECURITY RETURN/EXHAUST 111-220 8x8 24x24 BASIS OF DESIGN: PRICE 221-350 10x10 24x24 COLOR: WHITE 351-530 12x12 24x24 MATERIAL: ALUMINUM OPPOSED BLADE DAMPERS NO 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 11 CLASS It CLASS III/IV GROUP 2 CLASS I CLASS II CLASS III CLASS IV GROUP 3 CLASS I CLASS III CLASS III/IV CLASS IV GROUP 4 CLASS III CLASS III/IV CLASS III/IV CLASS IV INFECTION CONTROL RISK LEVELS GROUP 1 GROUP 2 GROUP 3 GROUP 4 LOWEST MEDIUM MEDIUM HIGH HIGHEST OFFICE AREAS ALL PATIENT CARE UNITS EMERGENCY ROOM TRANSPLANT CLINIC CONFERENCE ROOMS WAITING ROOMS RADIOLOGYAREAS 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 T0, REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED T01 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 1 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 II 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 III 6. VACUUM WORK WITH HEPA FILTERED VACUUMS. El 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. 531-730 14x14 24x24 1/2"xl/2"xl/2" GRID 731-970 16x16 24x24 971-1240 18x18 I 24x24 NOTES: 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 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 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 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 FOR RRCRITECTURE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Aaron ohnson, P.E. c' 71576 IE N 71576 '�� >mr - jri Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton Brady 104.15.16 CONSTRUCTION DOCUMENTS MECHANICAL SCHEDULES PROJI. NO. 14-15021.00 SHEET DRAWN DJM M501 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 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 r_ ■ G ■ F ■ E ■ D �a r E �I m ■ U w 0 c a� C w Q m LO 00 ■ rn LO ) 0 B U O J cfl 0 N > U N U ~ � O c rj A to a � o SLO N m LO C � O � C 7 U L m a c r� CONCRETE OR MASONRY RETAINING ANGLES CONSTRUCTION 11 MINN.. ALL L SIDES (SEE CLEARANCE w" PER o ° LINEAR FOOT BOTH 1� NOTE # 2) n ° 4 MIN. tl DIMENSIONS. tl d o NOTE#2 n 1"MIN, n ° 1 U.L. LABELED FIRE DAMPER, Ila 1� MANUF. OR FIELD (555) SECURE TO SLEEVE FLOW CONTROL DEVICE FABRICATED STEEL PRESET BY MANUF. SLEEVE 16 GA. MIN. WI P & T TEST PORTS TWO-WAY CONTROL VALVE TAP, TYPICAL SHEET METAL DUCT PLAIN "S" SLIP SHUT-OFF VALVE UNION WI AIR VENT COIL & PIT PLUG DRAW BAND DEGREBOOTS DAMPER, TYPICAL 165°F DUCT SIZE RETURN MANUAL BALANCING FUSIBLE WRAPPED SHEET L METAL DUCT NOTE # 1 PRE-MANUF. SINGLE \ ASSEMBLY ACCEPTABLE (TYP.) \ SUPPLY ° \ ^ DUCT FASTENER WNVASHER DUCT WRAP W/VAPOR SUPPLY � 6" MAXIMUM BARRIER (TYP.) �\ EACH SIDE SHUT-OFFVALVE � FLEXIBLE DUCT CLOSURE TAPE (TYP.) AIR FLOW FIRE RESISTIVE MATERIAL (TYP.) I SPIN IN FITTING WNOLUME METAL STUD CONSTRUCTION STRAINER NTH AUTO CONTROL DAMPER (INSUL. AIR VENT, P(r PORTS, PER SPEC. REQ'D.) HOSE END DRAIN UNION (TYPICAL) VALVE WITH CAP NOTES: AND CHAIN. 1. PROVIDE ACCESS DOOR & LABEL ON SIDE OR BOTTOM OF DUCT AS FOLLOWS: DUCT WIDTH DOOR SIZE 10"THRU 12" $" x 8" NOTES: RADIUS ELBOWS MAY BE USED IN LIEU OF SQUARE ELBOWS 14" THRU 20" 12" x 12" 22" AND ABOVE 18" x 18" 1. PROVIDE 4" 0 OF STRAIGHT PIPE ON BOTH SIDES OF BALANCING VALVE. 2. 1TxINWRETAINING ANGLES SHALL LAP STRUCTURAL OPENING 1" MIN. & 2. ALL COMPONENTS FULL LINE SIZE UNLESS NOTED OTHERWISE. COVER CORNERS OF OPENINGS. ANGLES ATTACH TO SLEEVE ONLY AND MUST NOT 3. LOCATE UNIONS TO ALLOW FOR COIL PULL. — — BE ATTACHED TO EACH OTHER AT CORNERS OR TO WALL. 3. ALL ATTACHMENTS PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTION. 4. VERTICAL POSITION SHOWN. HORIZONTAL INSTALLATION SIMILAR. DAMPER TO BE SPRING LOADED WHEN HORIZONTAL. FIRE DAMPER INSTALLATION 10 REHEAT 2-WAY COIL PIPING 7 TYPICAL FLEX DUCT CONNECTION 4 TYPICAL LOW PRESSURE DUCTWORK No Scale No Scale No Scale No Scale 4-10"_ 2'4 COIL SECTION NDED OPERATOR SPIN -IN FITTING WNOLUME ON BALANCE DAMPER FAN SECTION PRE -FILTER SECTION CONTROL DAMPER (INSUL. PER o SPEC.) j DIFFUSER SECTION WIND -DRIVEN RAIN G DRAW BAND RESISITANT OUTSIDE AIR / LOUVER WITH FINAL FILTER SECTION BIRDSCREEN LOCATED 26-0" FROM ALL EXHAUST L MVD !9— — — — — — — AIRFLOW AIRFLOW FAN DISCHARGES AND — — — — — PLENUM SECTION VTR'S MVD LFLEX META8'-0" 2424 LAY -IN \ FLEXIBLE DUCT MAX. IN LENGTH DUCT (TYP CEILING DIFFUSER FULLY EXTENDED. VIBRATION ISOLATION PAD ALL AROUND TOP MIXING ADJACENT SPACE \ OF CURB UNDER RTU BOX �HEPAVACUUMPORT PORTABLE AIR SCUBBER ROOF coFE WITH CARBON & HEPA TRANSFER AIR BACK TO WITH DRAWSTRING FILTERS CONSTRUCTION AREA _ AND SEAL DRAW BAND BASIS OF DESIGN (PROVIDE EQUAL): MINTIE TECHNOLOGIES, INC, BLANK -OFF PLATES WHERE REQUIRED SUPPLY RETURN FLEX CONN. (TYP.) FACTORY DUCT DUCT FABRICATED ECU CEILING CAVITY ENVELOPE -DURABLE CA STATE FIRE MARSHAL FLAME -RATED PVC SHEETING - DIFFUSER NECK (INSULATED) DIFFUSER CONE (INSULATED) 255 S. Orange Avenue ROOF CURB ROUTE CONDENSATE LINE TO NEAREST ROOF DRAIN, FULL SIZE HOSPITAL WHITE, EASY TO CLEAN WITH STANDARD CLEANER -ONE 20.5" DOOR TO BE UTILIZED ON 3RD LEVEL TO Suite 1600 Orlando, FL 32801 -TWO CLEAR PANEL WINDOWS -14.0" x 40.0" COMPLETE SANITARY DRAIN PIPING. REFER TO OWNER ICRA PLAN CEILING TEE Phone: 407-841-9050 -TWO NEGATIVE AIR PORTS E N G I N E E R I N G Fax: 407-540-0234 FOR ARCNITECTURE www.tic-engineers.com ALL SUPPORTS SHALL BE IN COMPLIANCE 11.0" ROUND PORT WITH DRAWSTRING AND SEAL ©Copyr1ght2016 TLC Engineering for Architecture, Inc. WITH FBC/FMC 2014 AND HURRICANE CODES TO WITHSTAND WIND AND IMPACT LOADS AND 3.5" ROUND HEPA VACUUM PORT WITH DRAWSTING AND SEAL COA 15 TLC NO: 115498 DESIGNED BY FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT -DOUBLE-REINFORCED FLOOR LIGHT SEAL rq1 Johnson, P.E. 4,& REVIEW/APPROVAL.-CLEAR CALCULATIONS FOR REVIEW -CLEAR POUCH TO DISPLAY WORKIINFECTION CONTROL PERMIT��,,, ®;#71576 WEIGHT: POUNDS W O�•IdI�� F '• O� NOTE: TO BE USED WHEN WINDOWS CANNOT BE TEMPORARILY REMOVED. s�®i+�•• QT 1576 ROOFTOP UNIT NEGATIVE AIR PRESSURE MACHINE & SCRUBBER g PORTABLE DUST ENCLOSURE 5 DIFFUSER MOUNTING 2. ` No Scale No Scale No Scale �® •�'•. j 0P 0 A®, PULSE ACTUATOR. NO LINE VOLTAGE REQUIRED RETAINING ANGLES 11"x 11"x w"MIN. � FIRE RESISTIVE ALL SIDES. (SEE NOTE#2). MATERIAL (TYP.) �— MANUFACTURER OR FIELD — CLEARANCE w" PER FABRICATED ROOF ASSEMBLY CRIMPED END Florida Hospital FABRICATED STEEL SLEEVE LINEAR 16. MIN. o DIMENSIONS. T BOTH A SHEET METAL HOOD Zephyrhills NOTE #5 SMOKE DETECTOR INSTALLED 2" MINIMUM o WITHIN 5 FEET OF DUCTWORK (2" BAND CLAMP WITH 165°F FUSIBLE LINK FIRE/SMOKE DAMPER WI NO AIR OUTLETS OR INLETS WIRE IS OPTIONAL) WRAPPED SHEET METAL DUCT BETWEEN DETECTOR AND DAMPER EMERGENCY ROOM RENOVATION o U.L. (555S) LABELED CAULKING FASTENERS APPROX. ° FIRE/SMOKE DAMPER, 24" O.C. A SECURE TO SLEEVE � �— I BASE FLASHING NOTE #1 � DUCT WRAP WNAPOR I DIFFUSER BARRIER (TYP.) "S" FASTENERS APPROX. 8" O.C. J PLAIN SLIP (TYP.) BREAK -AWAY CONNECTION CLOSURE TAPE Hunton • MOUNTING ANGLE 1" MIN, OVERLAP 2" NOMINAL ALL SIDES. WALL PLATE NOTE: 6" MAX. METAL STUD CONSTRUCTION �— FIBER CANT. STRIP TO BE LOCATED ACCESSIBLE CEILING IN CEILING ARC H ( T E C T SUPPROT SYSTEM MUST NOT DAMAGE NOTES: SET IN BITUMEN OR IN PLENUM SPACE OF ADJACENT DUCT OR CAUSE OUT OF ROUND SHAPE. 1. PROVIDE ACCESS DOOR & LABEL ON SIDE OR BOTTOM OF DUCT AS FOLLOWS: PREFABRICATED CURB ROOM WITH DUCT WIDTH DOOR SIZE 10"THRU12" 811x811 ACCESSIBLE WALL CEILING WHERE DATE SUBMISSION NO. 04,15,16 CONSTRUCTION DOCUMENTS �� � 14"THRU 20" 12 x12' DRIVE SLIP POSSIBLE 22" AND ABOVE 18" x 18" 2.11" x W x W RETAINING ANGLES SHALL LAP STRUCTURAL OPENING 1" MIN. & DUCTWORK RJ-11 CONNECTS COVER CORNERS OF OPENINGS. ANGLES ATTACH TO SLEEVE ONLY AND MUST NOT TO HAND HELD BE ATTACHED TO EACH OTHER AT CORNERS OR TO WALL. ROOFING BATTERY PACK 3. ALL ATTACHMENTS PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTION. CONSTRUCTION ALL SUPPORTS SHALL BE IN COMPLIANCE FOR US�Q�1 ALL NON -ACCESSIBLE CEILINGS: 4. VERTICAL POSITION SHOWN. HORIZONTAL INSTALLATION SIMILAR. WITH FBC/FMC 2014 AND HURRICANE CODES CONTRACTOR SHALL COORDINATE INSTALLATION OF TO WITHSTAND WIND AND IMPACT LOADS AND REMOTE DAMPER CONTROLLER FOR ALL DAMPERS THAT 5. ACTUATOR TO BE MOUNTED ON OUTSIDE OF DAMPER SLEEVE ON ACCESIBLE SECTION °AEI DESIGNED BY A FLORIDA REGISTERED ARE INACCESSIBLE (I.E. ABOVE GYPSUM CEILINGS, SIDE. ACTUATOR SHALL NOT INTERFERE WITH "S" JOINT. ACTUATOR ASSEMBLY STRUCTURAL ENGINEER, SUBMIT SPECIFICALLY OPERATING ROOMS, ENDOSCOPY ROOMS, TO BE U.L. LABELED. CALCULATIONS FOR REVIEW. BRONCHOSCOPY ROOMS, ISOLATION ROOMS, SECURITY PROTECTED ROOMS, ETC.) 6. VERIFY THAT ACCESS IS PROVIDED ON THE ACTUATOR SIDE OF THE WALL/FLOOR SO THAT THE LINK MAY BE SERVICED WITH THE DAMPER IN CLOSED POSITION. MECHANICAL DETAILS FLEXIBLE DUCT SUPPORT (SMACNA) 12 FIRE & SMOKE DAMPER INSTALLATION g DUCT ROOF PENETRATION DETAIL 6 REMOTE CONTROL VOLUME DAMPER 3 No Scale No Scale No Scale PROJ. NO. 14-1502'1,00 SHEET DRAWN DJM M601 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 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R RUNNER TYPE 2 THREE-WAY CONTROL VALVE R SINGLE VANE SCHEDULE SID THREADED CAP, FLOW CONTROL DEVICE PRESET BY R (RADIUS) SP GAUGE HAND TIGHTENED MANUF. W/ P & T TEST PORTS MANUAL AIR VENT W/AUTO ■ �� SHUT-OFF COCK ■ STRAIGHT SECTION OF METAL INLET DUCT IN SIZE (PRE-MANUF. SINGLE ASSEMBLY 2" 11 24 EQUAL TO INLET COLLAR. MIN. LENGTH SHALL ACCEPTABLE) COIL SMALLTHREADED PLUG, (51 mm) (38 mm) (0.70 mm) BE 4 TIMES DUCT DIAMETER COOLING COIL HAND TIGHTENED. INLET COLLAR, ROUND OR OVAL. P LARGE 4T 3r' 22 SEE SCHEDULE FOR SIZES UNION P (114 mm) (83 mm) (0.85 mm) AIRFLOW SENSOR RETURN 45° 45° \ � R SUPPORT STRAP HANGERS, SECURE ■ TO STRUCTURE. (TYP. OF 4) \ I ■ Single Vane PLUG A PRESSURE INDEPENDENT SLOPE TO DRAIN SUPPLY \ OCK� CONTROLS PACKAGE CASING SLEEVE O (\ 1 O 3r' J J PROVIDE INSULATION SHUT-OFF(() MIN. 26 GA. VANES VALVE P. I J 2r, _ 2r' IN ACCORDANCE WITH 6 STRAINER I AIR FLOW • MIN. 24 GA. VANES �� SPECIFICATIONS S I RAWER WN • 2W J � 1w" J HOT WATER REHEAT COIL. SEE P/T TEST PORTS 2r�R COIL PIPING DETAIL FOR SHEET METAL DUCTWORK W/ N 41'R RUNNER TYPE 2 1 RUNNER TYPE 2 ADDITIONAL REQUIREMENTS EXTERNAL INSULATION (TYP.) N UNION P 2"R CONDENSATE DRAIN PIPING DIMENSIONS: 45° 45' 45' 45° A =FULL SIZE OF UNIT DRAIN CONNECTION B > 1 1/2 TIMES FAN SUCTION STATIC PRESSURE (DRAWTHRU) • C > FAN DISCHARGE STATIC PRESSURE PLUS 1/2 INCH (BLOWTHRU) • NOTES: Large Small COORDINATE MOUNTING/CURB HEIGHTAS REQUIRED TO PROVIDE PROPER 1. PROVIDE (4 x DIA.) OF STRAIGHT PIPE ON BOTH SIDES OF BALANCING VALVE. CONDENSATE DRAINAGE. 2. ALL COMPONENTS FULL LINE SIZE UNLESS NOTED OTHERWISE. Double Vane 3. LOCATE UNIONS TO ALLOW FOR COIL PULL. M M * MAXIMUM UNSUPPORTED VANE LENGTH VANE SMALL SINGLE VANE 36" ■ TIE ROD LARGE SINGLE VANE 36" SMALL DOUBLE VANE 48" CONSTANT VOLUME TERMINAL W/HOT WATER HEAT AHU & FCU CONDENSATE DRAIN TRAP TERMINAL REHEAT 3-WAY COIL PIPING • LARGE DOUBLE VANE 72" No Scale � No Scale NOTE: L INSTALL VANES IN SECTIONS OR USE TIE RODS TO SEE SPECS FOR ROD SIZES L * LIMIT THE UNBRACED VANE LENGTH. INSULATION 0 VANE NOTES: PIPE CLAMP (TYP.) K INSULATED PIPE K 1. VANES SHALL BE SECURELY FASTENED TO RUNNERS. 0 2. ALL VANES SHALL BE SECURE AND A LAG SCREWS SILICONE — — — — — — STABLE IN INSTALLED OPERATING y-CAULK BENEATH • POSITION. RUNNER � BEFORE TIGHTENING. D • METAL SCREWS 12" O.C. DUCT CONTINUOUS WELD ADJUSTABLE SWIVEL PIPE ROLL WITH r' STL ANGLE Vane Support ROLLER HANGER ADJUSTABLE SOCKETS VLAG SCREWS PRE-FAB ROOF SILICONE CAULK BENEATH SIZES 4" UP TO $" SIZES 8" AND ABOVE HEIGHT EQUIPMENT r' STL PLATE HEAD BEFORE TIGHTENING. MIN. PER SUPPORT. 22 GA. CODE PIPE HANGER TAB TAB 8"MIN. (SEE SPECS.) • ■ SCREW EVERY 6TH ROOF PIPE SADDLE HAS FLARED PRE-FAB ROOF EQUIPMENT ^ 4V VANE TO TAB EDGES NOTCHED TO FIT 8 MIN' SUPPORT. OR 7 PIPE HANGER. H CORNERS ARE H CLIPPED HEIGHT TO ALL SUPPORTS SHALL BE IN COMPLIANCE ACCOMODATE ROOF (REF) WITH FBC/FMC 2014AND HURRICANE CODES EQUIPMENT & FTG 255 S. Orange Avenue TO WITHSTAND WIND AND IMPACT LOADS AND 11" REQUIREMENTS. • � BOLT, SCREW OR Suite 1600 DESIGNED BY FLORIDA REGISTERED ■ MIN. WELD RUNNER TO DUCT STRUCTURAL ENGINEER. SUBMIT Orlando, 841- Phone: 407-841-9050 CALCULATIONS FOR REVIEW. EN61NEERIN6 Fax:407-540-0234 FOR ARC IIFECFURE www.tic-engineers.com Runner Type 1 ©Copyright2016 TLC Engineering for Architecture, Inc. PIPE COA 15 TLC NO: 115498 SADDLE ALL SUPPORTS SHALL BE IN COMPLIANCE G NOTE: FLARED EDGES (TYP.) NTH FBC/FMC 2014 AND HURRICANE CODES G PROVIDE SPACING BETWEEN PIPING PER CODE. FLARED END TO WITHSTAND WIND AND IMPACT LOADS AND SEAL Aaron Lee Johnson, P.E. NOTE: Florida License #71576 ALL INSULATION PASSES DESIGNED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT ��u�ei��� THRU HANGER UNBROKEN LEE i�,e�' SEE MECHANICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION. LENGTH=TWICE CALCULATIONS FOR REVIEW. INSULATION O.D. SIZES UP TO 3" .. E l.Vj '�h'/l; ��i • m NO 71576 t�2 TURNING VANES g PIPE SUPPORT ON ROOF g INSULATED PIPE HANGER 5 ROOF DUCT SUPPORT DETAIL 0 >�7_ No Scale No Scale No Scale No Scale % F . • � �( .�v. F TRAPEZE HANGERS ®NA i EN,��• • • STRAP OR ROD ANGLE Florida Hospital STRAIGHT SECTION OF METAL INLET DUCT IN SIZE EQUAL TO INLET IN. LENGTH SHALL BE 4 TIMES DUCT DIAMETER Zephyrhills E E INLET COLLAR, ROUND OR OVAL. HANGER TREATED 24 LUMBER SEE SCHEDULE FOR SIZES CONTINUOUS (NO GAPS) HANGER RODS, WIRES LOAD RATED 1" RIGID INSULATION \ OR STRAPS FASTENERS EMERGENCY ROOM RENOVATION ■ AIRFLOW SENSOR 18 GA. SHEET METAL ■ SUPPORT STRAP HANGERS, SECURE SECURE WIRE #141,5" S.S. AND S.S. TO STRUCTURE. (TYP. OF 4) FENDR WASHER 10" ON CENTER, (AT ROOF CURB LEAST TWO PER SIDE) C - \ EXISTING ROOF OPENING D ROOF DECK SEALWEATHERAND y WATER TIGHT E PRESSUREINDEPENDENT E CONTROLS PACKAGE Hunton 6 = 6 U ' PROVIDE INSULATION A R C H I T E C T W IN ACCORDANCE WITH SIZE BOLT(S) FOR LOAD 10" 6n DIA. MAX. 3 DIA. MAX. 24" DI A. MAX. 0 SPECIFICATIONS CIFI C BAND v w C ONE HALF -ROUND MAY BE USED C 0 w HOT WATER REHEAT COIL. SEE SHEET METAL DUCTWORK W/ IF DUCT SHAPE IS MAINTAINED DATE SUBMISSION N O. a COIL PIPING DETAIL FOR EXTERNAL INSULATION 04,15,16 CONSTRUCTION DOCUMENTS N ADDITIONAL REQUIREMENTS EXISTING ROOF STRUCTURE NOTE: rn • HANGERS MOST NOT DEFORMNr ■ DUCT SHAPE. fA N 0 2 7 B 0 B 0 J O O N N • ■ OPTIONAL ATTACHMENTS STRAP MECHANICAL DETAILS 66 CONSTANT VOLUME TERMINAL W/HOT WATER HEAT RIGID ROUND & RECTANGULAR DUCT SUPPORT (SMACNA) COVER FOR EXISTING ROOF CURB 3 A M A O No Scale No Scale No Scale PROJ. NO. H-1502100 SHEET L co SIT o DRAWN pJM N a � M 602 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 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 License AAC001744 a 0 - — - — , iai, � �i �i,ii TAT 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 ■ y E D m L CU E a �I re U Lul 0 c a� C 0 w a a) N o_ ao ■ rn LO w (U 0 B 0 cu t0 0 �'. � U J � a M M A i CD 0 LO INSULATI SPRING ISOLATOR 8" MIN. ALL SUPPORTS SHALL BE IN COMPLIANCE WITH FBC/FMC 2014 AND HURRICANE CODES TO WITHSTAND WIND AND IMPACT LOADS AND DESIGNED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT CALCULATIONS FOR REVIEW. PIPE ROLLER SUPPORT No Scale S � SP��S� Cl) \0 0 �c ON o AF�ySgr r F LU l✓N R,c�Lq� 0LU 6R9tir�RN S �Oti err �F�F S rFgMr 0-pJ Rao l��,NgrF r,Qq� 'QqA Gqr� �FR �q4l'F 6ry� f qp C LAG SCREWS SILICONE CAULK BENEATH HEAD BEFORE TIGHTENING. PRE-FAB ROOF EQUIPMENT SUPPORT. — ROOF (REF) STEAM TRAP SCHEDULE SERVICE TYPE TRAP AIR HEATING COILS FLOAT & THERMOSTATIC LOW PRESSURE CONVERTERS LOW PRESSURE FLOAT & THERMOSTATIC HUMIDIFIERS LOW PRESSURE FLOAT & THERMOSTATIC STEAM LINE DRIPS 0-15 PSIG FLOAT & THERMOSTATIC STEAM LINE DRIPS INVERTED BUCKET TRAP ABOVE 15 PSIG W/THERMO-VENT UNIT HEATERS FLOAT & THERMOSTATIC STERILIZERS & INVERTED BUCKET TRAP AUTOCLAVES WI HERMO-VENT WYE STRAINER INVERTED BUCKET TRAP DRIP W/THERMO-VENT BOILER HEADER INVERTED BUCKET TRAP DRIPS W/THERMO-VENT NOTES: 1O DRIP LEG SHALL BE 11 TIMES MAIN DIAMETER (NOT LESS THAN 10") FOR SUPERVISED WARM-UP SYSTEM AND NOT LESS THAN 28" FOR AUTOMATIC WARM-UP SYSTEMS. TYPICAL STEAM TRAP No Scale COOLING COIL DRAIN PAN CASING SL TUDLA MM !+A D CONDENSATE DRAIN PIPING DIMENSIONS: A = FULL SIZE OF UNIT DRAIN CONNECTION B > 1 1/2 TIMES FAN SUCTION STATIC PRESSURE C >,FAN DISCHARGE STATIC PRESSURE PLUS 112 INCH COORDINATE MOUNTING/CURB HEIGHT AS REQUIRED TO PROVIDE PROPER CONDENSATE DRAINAGE. CAP WITH DRILLED IN TIGHTENED. SLOPE TO DRAIN NORMAL ALARM O GREEN LIGHT RED LIGHT ISOLATION KEY SWITCH ROOM PRESSURE ALARM MOUNTED IN SINGLE GANG ELECTRICAL BOX REMOTE NURSE STATION ALARM PANEL FACE PLATE EXHAUST STA, WITH HURRIC/ TIE DOWN STF INTEGRAL MIN.104" AFR ALL SUPPORTS SHALL BE IN COMPLIANCE WITH FBC/FMC 2014 AND HURRICANE CODES TO WITHSTAND WIND AND IMPACT LOADS AND DESIGNED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT CALCULATIONS FOR REVIEW. WEATHER HOOD ADAPTOR AT FAN INLET VIBRATION ISOLATOR SUPPLY DUCT REHEAT COIL TO REMOTERE-FAB. ROOF MONITOR AT z EQMT SUPPORT NURSES I 8" STATION IF-7 MIN. EXHAUST DUCT ROOF I PROVIDE BALL VALVE, NC, IN FAN HOUSING DRAIN LINE TO PREVENT DUCT LABELED AS "ISOLATION EXHAUST" HAZARDOUS EXHAUST FROM LEAKING WHILE IN OPERATION. I RATED I CEILING CEILING I r — SUPPLY AIR DEVICE 6 ISOLATION & HAZARDOUS EXHAUST FAN MOUNTING I I 1 THRU-THE-WALL No Scale PRESSURE SENSOR ABOVE DOOR I I CORRIDOR I I— — ISOLATION ROOM SUPPORTFROM STRUCTURE ABOVE AS REQUIRED LOW EXHAUST ROOM PRESSURE STEEL ROD W/THREADED CONTROL PANEL GRILLE WI BOTTOM ENDS (TYP. 4 PLCS.) VIBRATION MOUNTED ON MOUNTED AT 9"AFF ISOLATORS CORRIDOR WALL 48" AFF REFRIGERANT PIPING FLEX CONN. FILTER (TYP ) I I � SA RA BASIS OF DESIGN: TSI MODEL #8630 - ROOM PRESSURIZATION MONITOR TSI MODEL #8694.7 - REMOTE PRESSURIZATION KEY SWITCH WITH ALARM SEE FLOOR PLANS FOR EXACT LOCATION. SEQUENCE OF OPERATION: THE ROOM PRESSURE CONTROL PANEL CONTINUOUSLY MEASURES THE PRESSURE DIFFERENTIAL BETWEEN THE ISOLATION ROOM AND THE CORRIDOR. THE CONTROL PANEL COMPARES THE ACTUAL PRESSURE DIFFERENTIAL TO THE PRESSURE DIFFERENTIAL SET POINT OF 0.01 IN. W.G. A GREEN LIGHT IS ON WHEN SET POINT IS MAINTAINED. ALARM SET POINTS, PROGRAMMED INTO THE CONTROL PANEL, ACTIVATE A RED LIGHT AND CANCELABLE AUDIBLE ALARM IF PRESSURE CONTROL SET POINT CANNOT BE MAINTAINED. ADDITIONAL RED AND GREEN LIGHTALARM PANEL TO BE LOCATED AT NURSE STATION, SEE FLOOR PLANS FOR EXACT LOCATIONS. VAV BOX SERVING ROOM SHALL CLOSE UPON PROOF OF LOSS OF ISO FAN. 7 ISOLATION RM. PRESSURE CONTROL DIA. ELECTRICAL BIRDSCREEN CANT. FACTORY PI CURB ALL SUPPORTS SHALL BE IN COMPLIANCE WITH FBC/FMC 2014 AND HURRICANE CODES TO WITHSTAND WIND AND IMPACT LOADS AND DESIGNED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT CALCULATIONS FOR REVIEW. REMOVABLE COVER 7OR ACCESS TO FAN DTOR SHING, SEE ARCH. VGS. ROOF CONSTRUCTION 4ECT DUCT WHERE INDICATED ON DRWGS. GALVAN DRAIN P ONALL�1—w, I 1 4 SUSPENDED FCUTAHU INSTALLATION No Scale PROVIDE 1/2" RODS AND VIBRATION ISOLATORS (4 REQUIRED) FLEXIBLE CONNECTION TYPICAL ROUTE MAIN CONDENSATE LINE TO PLUMBING COND. SYSTEM. SEE PLUMBING DRAWINGS FOR SIZE CEILIING ANCHOR RIGID DUCTWORK ON DISCHARGE SIDE OF rRvviur_ nu1oON TYPE THRUST RESTRAINERS ON DISCAHRGE SIDE OF FAN 21 AHU CONDENSATE DRAIN TRAP g ROOF UPBLAST EXHAUST FAN 5 INLINE FAN - LARGE 3 No Scale No Scale No Scale 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 EN6INEER1Ne Fax:407-540-0234 FOR A RC R I FECFRRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ghme Johnson, P.E. FA Red se #71576 CEp.• • �� Q 71576 L �F® a �••� %' ��• �� NA' Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton WF A R C H I T E4CT r15.16 SUBMISSION NO. CONSTRUCTION DOCUMENTS MECHANICAL DETAILS PROJ. NO. H-15021.00 SHEET DRAWN DJM M603 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 I ■ 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 R P ■ O ■ N ■ M ■ L ■ K ■ J �f ■ H ■ G ■ F ■ E ■ D z L m E yr ■ U w 0 c a� C 0 w Iz aU N LL , Ita) ■ LO a� 0 B U J to 0 N U a i cM A co { a { N LO T �— LOW LIMIT STATIC PRESSURE SENSOR RETURN AIR 4 INTERLOCK WI PS-2 SMOKE/FIRE DAMPER(S) AHU FIRE ALARM SEE MECH. DWGS RELAY I Tz� FOR LOCATIONS. DM-2 END SWITCH = AI N.C. AIRFLOW MONITORING HIGH LIMIT STATIC STATION INTEGRAL TO PRESSURE SENSOR EACH INDIVIDUAL FAN OF FAN WALL -SEE AHU DUCT SMOKE DETECTOR (TYP.) SCHEDULE FOR pl RA DUCT SMOKE DETECTOR Al QUANTITY OF FANS CO2-1 FREEZESTAT-WIRE TO OA DAMPER WITH START CIRCUIT (AHU1-1 AI SA DUCT SMOKE DETECTOR END SWITCH INTEGRAL EBTRON AI ONLY) AIR -IQ FLOWSTATION HS-1 Dl FIRE !SMOKE DAMPER TS-1-1 AFM PS-1 o o SEE MECH. DWGS AI FILTER FZ-1 FILTER FOR LOCATIONS. C N.C. NC C / NOTE: TS-2 TS-3 TS-4 OA DAMPER SHALL AUTOMATICALLY ADJUST TO DPS-1 Al VFD WI AI DPS-1 Al DM-3 MAINTAIN CONSTANT OA FLOW FILTER AI TS 4 Al CONTROLLER FILTER AI SECTION SECTION CFM AS INDICATED IN AHU INTERLOCK WI AI SCHEDULE. OA FLOW STATION TS-5 ONE VFD PER FAN IN FAN WALL -SEE AHU AHU FIRE ALARM SHALL REPORT VALUE TO BAS Al J. WIRED TO BCS SCHEDULE FOR QUANTITY RELAY AO AND BAS SHALL ADJUST Al SECONDARY COMM BUS DAMPER POSITION. TO FIRE ALARM SYSTEM (BY OTHERS) DM-1 AO STATIC PRESSURE SENSOR LOC. 7 INTERLOCK WITH AHU F/A 2/3 DOWNSTREAM LONGEST RUN STARTERS AND FAN VFD V=1 RELAY A I CHWR DO FACILITY SHALL HAVE ONE COMMON HS-1 NC OUTDOOR AIR VAISALA WEATHER AI o CHWS WIRE TO START STATION FOR TRENDING OUTSIDE AIR 0 DO WIRE TO ASSOCIATED TEMPERATURE AND HUMIDITY LEVEL C STARTAHU C EXHAUST FANS 400 AI R_1 R-2 INTERLOCK INTERLOCK TS-5 RELAY RELAY VARIABLE AIR VOLUME AND CONSTANT VOLUME AHU'S No Scale SEQUENCE OF OPERATIONS -AIR HANDLING UNIT CONSTANT AND VARIABLE VOLUME AIR HANDLING UNIT START/STOP: WHEN THE AHU IS INDEXED TO OPERATE BY OPERATOR COMMAND THE ASSOCIATED FIRE/SMOKE 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 START AND 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 901/o 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. STA11C 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 SETPOINT AS 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 FIRE/SMOKE 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 INCREASE/DECREASE IN SPEED WITH FILTER LOADING BASED UPON STATIC PRESSURE SENSOR SETPOINT (AS DETERMINED BY T&B CONTRACTOR) OF SENSOR LOCATED 2/3 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 BAS. 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 WALL MODULATE REHEAT VALVE CLOSED. ON A DROP IN SPACE TEMPERATURE AS MEASURED BY THE SPACE THERMOSTAT, TERMINAL UNIT CONTROLLER WILL 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 FIRE/SMOKE 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 FIRE/SMOKE 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 FIRE/SMOKE DAMPERS. BACnet LAN - BACneVIP BACnet BACnet BACnet BACnet FIELD FIELD FIELD FIELD PANEL PANEL PANEL PANEL _T_ __F _T REMOTE WEB BACnet WORK STATION BACnet BACnet BACnet BACnet BASED WORK NSTP NSTP NSTP NSTP STATION PANEL PANEL I 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 FILTER C RETURN AIR 0 CL > / 000 DPS-1 TS-2 - `�C WIRE TO DI START FCU Al R_1 INTERLOCK RELAY 460/3/60 L1 L2 L3 GND AHU F/A INTERLOCK N.O. VFD W/ AHU HI LIMIT SAFETY 3-CONTACTOR BYPASS AHU FREEZE STAT CPT 50VA STEP-DOWN TRANSFORMER MINIMUM 480V / 10 120VAC AUTOMAN SHUT -DOWN RELAY (N.C.) - � � — — =AMP 5AMP AUTO BCSE00F — � EXHAUST FAN INTERLOCK RELAY HAND — — — — — — R C1 - R2 TDO C AHU SAFETY CKTS MUST AHU OPERATE IN HAND OR EC. SAFETIES VFD MODE BYPAS�tBYPASS VFD RELAY R1 M C2DRIVEOLsT-T DISC MDRIVE SECONDARYX TYP.120 V/ BUS X AC X F/S DAMPER c1 ADJ. CURRENT SWITCH FOR MOTOR STATUS _T_ _ (PROVIDE ONE PER MOTOR -REFERENCE DI AHU SCHEDULE FOR QUANTITY OF MOTORS) L— DISCONNECT SWITCH WI _T AUXILIARY CONTACT BY ELEC CONTRACTOR IF REQUIRED REFERENCE AHU SCHEDULE FOR QUANTITY OF MOTORS FAN/PUMP MOTOR 5 VFD FAN MOTOR CONTROL No Scale I 120 VAC BY �\ _ 115V/1 DIV 26 { n%A/ vn{ rnr_C OR DO 230V/10 SINGLE PHASE: RELAY R-1 IN DDC SYSTEMLSWITCH MADJ. CU THERMAL SWITCH FOR MOTOR STATUS EXHAUST FAN MOTOR L1 L2 SWITCH ADJUST CURRENT SWITCH FOR MOTOR STATUS DI AHU DDC CONTROL DO PANEL BY DIV 23 WIRE TO START C EXHAUST FAN TWO PHASE: RR-2 INTERLOCK SEE WIRING DETAIL ON RELAY ELECTRICAL DRAWINGS L1 L2 L3 120 V/24 VAC CONTRO ADJUST CURRENT SWITCH PANEL TRANSFORMEF FOR MOTOR STATUS SIZED TO MEET LOAD "' ' REQUIREMENTS OF BCS CONTROL DI CV TERMINAL CONTROLLER PANEL BY DO XFMR SHALL BE CLASS 2 DIV 23 RATED it WIRE TO START C EXHAUST FAN THREE PHASE:L C4 RR-2 INTERLOCK SEE WIRING DETAIL ON RELAY ELECTRICAL DRAWINGS NOTE: REFER TO EXHAUST FAN INTERLOCK SCHEDULE FOR INTERLOCKING EXHAUST FANS DDC PANEL & CV TERMINAL UNIT CONTROL No Scale 4 POWER TRANSFORMER PANEL DETAIL AI AO CV-1 C HWR STS-1 ROOM CHWS TEMP 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 X5 W :> 000 TS-1 STAND-ALONE FACTORY MOUNTED AO BCS TERMINAL UNIT CONTROLLER All AI WITH VOLUME REGULATOR, PITOT TUBES, ETC. �u 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 RETURN AIR INTERLOCK WI FAN VFD DM-2 N.O. AI HS-1 TS-1 OUTSIDE AIR > NC HS-1 OA DAMPER WITH INTEGRAL EBTRON AIR -IQ FLOWSTATION SMOKE/FIRE DAMPER(S) Al SEE MECH. DWGS PRE FOR LOCATIONS. FINAL FILTER FILTER C O C / TS-2 TS�I DPS-3 DPS-1 COOLING COIL 1+1 VFD WI FILTER DI Al CONTROLLER F/A A DI SECTION RELAY 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 WIRE TO C START AHU R-1 INTERLOCK RELAY ROOFTOP AIR HANDLER No Scale - 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 0-1 �_o SEE MECH. DWGS NC FOR LOCATIONS. 17 TO CVTU'S 2 INTERLOCK WI FAN VFD DM-3 STATIC PRESSURE SENSOR LOC. 2/3 DOWNSTREAM LONGEST RUN DO WIRE TO START C ASSOCIATED EXHAUST FANS pp i .-2 INTERLOCK RELAY L41 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N 6 1 N E E R I N 6 Fax: 407-540-0234 EUR RRCRITECTURE www.lic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL Aaron Lee Johnson, P.E. Flori%� icense #71576 i0/�®® .`�,,o` • • •E N O'yti SF•.,cS'O 71576 •';L k. - ST O O •. •� eee�F •'C.4 O R 1'0. ' At- 10116111100 Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton *0 • A R C H I T E C T DATE SUBMISSION NO. P4.15,16 CONSTRUCTION DOCUMENTS MECHANICAL CONTROLS PROJ. NO. H-1502100 SHEET DRAWN I)JM M 701 R ■ P ■ O ■ N ■ 1 M ■ L K ■ J ■ H ■ G ■ F ■ E ■ D ■ C ■ B ■ A L f 1 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 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 ■ 0 D c� 0 E to U Lu J LY 0 C C 0 Lu L a Na) L� 00 ■ rn v a� 0 B U 0 J o N U 9 a U O � N A co n c o � c 3 ELECTRICAL SYMBOL LEGEND ONELINE SYMBOL LEGEND EQUIPOTENTIAL GROUNDING GENERAL DEMOLITION NOTES: FIRE ALARM/DETECTION SYSTEM SYMBOL DESC RIPTION SYMBOL DESC RIPTUN EQUIPOTENTIAL GROUND -ALL EQUIPOTENTIAL GROUNDING SHALL BE IN ACCORDANCE WITH 1. ALL DEVICES SHOWN ON PLANS ARE EXISTING. REFER TO SYMBOL LEGEND FOR SYMBOL DESC RIPTION DEVICE DESCRIPTION. Sa SINGLE POLE SWITCH NFPA 99. 2, EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE TAKEN FROM ORIGINAL ❑E MANUAL PULL STATION (SUBSCRIPT INDICATES ITEM CONTROLLED) A. EQUIPOTENTIAL GROUND: TEST ALL METAL CONDUCTIVE SURFACES LIKELY TO BECOME DRAWINGS AND FIELD INVESTIGATION. ALL EXISTING CONDITIONS MUST BE SO WALL MOUNTED OCCUPANCY SENSOR SWITCH ENERGIZED WITHIN PATIENT CARE AREAS. TEST ALL LARGE CONDUCTIVE SURFACES LIKELY VERIFIED PRIOR TO BID. FIELD CONDITIONS SHALL GOVERN. ® TYPE UNLESS OTHERWISCEILING SMKEOERNOTEDO ELECTRIC TO BECOME ENERGIZED WITHIN A VOLUME DEFINED AS 6 FOOT FROM THE PATIENT BED 3. THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL ELECTRICAL DEVICES WITHIN THE E = ELEVATOR WITH RECALL CONTACTS SD DIMMER SWITCH HORIZONTALLY OR 7 FOOT 6 INCHES VERTICALLY. PROJECT AREA. IT IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL (1500 WATTS UNLESS OTHERWISE INDICATED) KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY I =IONIZATION 1. LARGE METAL SURFACES NOT LIKELY TO BE ENERGIZED, WHICH DO NOT REQUIRE DISCREPANCIES OR CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE BROUGHT DUCT SMOKE DETECTOR 0 CEILING MOUNTED OCCUPANCY SENSOR. XXXAMP 30, aw TESTING: TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR REFER TO DETAILS SHEET FOR FURTHER INFORMATION. xxxAMPs SWITCHBOARD OR FUSED DISCONNECT SWITCH ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. R = RETURN DISTRIBUTION BOARD � a. WINDOW FRAMES S =SUPPLY DUPLEX SAFETY RECEPTACLE b. DOOR FRAMES 4, ALL CONDUITS SERVING OTHER SPACES OR FLOORS, THAT RUN THROUGH THE MOUNT COVERPLATES WITH SPANNER HEAD SCREWS NON -FUSED DISCONNECT c. FLOOR DRAINS PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION, SO AS NOT TO ® SUPERVISED CONTROL RELAY TYPICAL FOR ALL RECEPTACLES UNLESS NOTED OTHERWISE d. MOVEABLE METAL CABINETS CAUSE ANY DISRUPTION TO THESE OTHER SPACES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT ALL CONDUITS, NEW OR EXISTING, WITHIN THE � DUCT SMOKE REMOTE ALARM INDICATING LAMP, DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER �� Q� 2. TEST METHOD: PROJECT AREA ARE PROPERLY SUPPORTED AND PROVIDED WITH BONDING Z`J 0 TEST SWITCH, WALL MOUNTED 72"AFF MAIN BREAKER PANEL o AUTOMATIC TRANSFER SWITCH a. USE IMPEDANCE AND VOLTAGE MEASUREMENTS BUSHINGS IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. x X= NUMBER OF POLES b. UTILIZE ESTABLISHED GROUND BUS OR GROUND BAR IN PANEL SERVING AREA. GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. ❑ c. MEASURE VOLTAGE FROM REFERENCE POINT TO CONDUCTIVE SURFACES AND ALL 5. ALL ITEMS REMOVED UNDER THIS PROJECT SHALL BE DISPOSED OF OR TURNED � REMOTE FIRE ALARM WITH TEST SWITCH WP OVER TO THE OWNER AT THE OWNER'S DISCRETION. RECEPTACLE GROUND CONTACTS. GFI RECEPTACLE MOUNTED ABOVE COUNTER MAIN LUG ONLY PANEL 6. THIS CONTRACTOR SHALL PROVIDE ELECTRICAL FOR PHASING WORK AS REQUIRED X= NUMBER OF POLES VFD VARIABLE FREQUENCY DRIVE d. MEASURE IMPEDANCE BETWEEN REFERENCE POINT AND RECEPTACLE GROUND OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN. COMBINATION AUDIBLENISUAL NOTIFICATION DEVICE EC B CONTACTS. CHIME/FLASHING "FIRE" LIGHT ENCLOSED CASE CIRCUIT BREAKERIWITH SHUNT TRIP BREAKER x e. CHECK FOR PROPER POLARITY. TEMPORARY ELECTRICAL SERVICES (POWER, LIGHTING, NURSE CALL, FIRE ALARM, XXCD CD = CANDELA RATING MOUNTED IN NEMA 1 ENCLOSURE ETC) SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO GENERATOR f. IDENTIFY THE REFERENCE GROUND FOR EACH ROOM ON THE GROUND TEST REPORT. REMAIN ACTIVE. IF FIRE ALARM SYSTEM CANNOT BE MAINTAINED IN THE E EMERGENCY POWER OFF BUTTON. FLUSH °) PROVIDE A BLUE DOT LABEL WITH A PERMANENT ADHESIVE BACKING LOCATED ON THE CONSTRUCTION AREA, A FIRE WATCH SHALL BE PROVIDED. D COMBINATION AUDIBLENISUAL �J BOTTOM CENTER OF THE REFERENCE GROUND OUTLET COVER. MOUNTED USN. �,, ISOLATION PANEL 7, UNLESS OTHERWISE NOTED, ALL EQUIPMENT, WIRING DEVICES, LIGHT FIXTURES, XXCp NOTIFICATION DEVICE JUNCTION BOX © CIRCUIT BREAKER 3. MAXIMUM ACCEPTABLE VALUES: CONDUIT AND WIRE IN THE PROJECT AREA SHALL BE REMOVED, THE CONTRACTOR CD = CANDELA RATING W(GROUND FAULT PROTECTION a. VOLTAGE: 20 MV PLUS OR MINUS 20 PERCENT SHALL INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL HORSE POWER REQUIRED DEMOLITION. Q FIRE ALARM SPEAKER - CEILING MOUNTED L�30AR NON -FUSED DISCONNECT SWITCH, SIZE AS NOTED b. IMPEDANCE: 0.1 OHM PLUS OR MINUS 20 PERCENT XXCD CD =CANDELA RATING u 0A NF DENOTES NON FUSED c. QUIET GROUND IMPEDANCE: 0.2 OHM PLUS OR MINUS 20 PERCENT 8. CONTRACTOR SHALL PROVIDE MEANS OF AUTOMATIC SMOKE DETECTION VIA MOTOR INSTALLED SMOKE DETECTORS CONNECTED TO THE FACILITY FIRE ALARM SYSTEM 5 c� M clRCulr BREAKER FIRE ALARM SPEAKER -WALL MOUNTED BRANCH CIRCUIT PANELBOARD, UNDER250VOLTS, WI GROUND FAULT MONITORING 4. EQUIPMENT: FOR COVERAGE DURING NON- OCCUPIED PERIODS WITHIN THE CONSTRUCTION SURFACE MOUNTED a. MILLIVOLT METER WITH 1 KOHM IMPEDANCE AND PROPER FREQUENCY RESPONSE, IN AREA. IF DESIRED, A DOCUMENTED FIRE WATCH OF THE ENTIRE AREA PERFORMED XXCp CD =CANDELA RATING GROUND ELECTRODE & IN INCREMENTS NO GREATER THAN ONE HOUR MAY BE PERFORMED PROVIDED BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, ACCORDANCE WITH NFPA 99. �- GROUNDING ELECTRODE ST IRCUIT BREAKER THAT IT IS DOCUMENTED IN FULL ACCORDANCE WITH NFPA 72. COORDINATE E FIRE ALARM SPEAKER WITH STROBE FLUSH MOUNTED = CONDUCTOR /SHUNT TRIP& SHUNT TRIP STATION b.POLARITYTESTER 0 BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, ACTIVITY IN FIELD WITH GENERAL CONTRACTOR. CD =CANDELA RATING SURFACE MOUNTED UTILITY COMPANY SURGE 5. GROUND TEST REPORT. COMPLETE GROUND TEST REPORT INCLUDED AT THE END OF SS " " 9. ETRDENOTES EXISTING ELECTRICAL DEVICE TO REMAIN. TRANSFORMER ❑C3 C3=SERVICE ENTRANCE DEVICE THIS SPECIFICATION SECTION, AND MAKE AVAILABLE COPIES OF SUCH TO ENGINEER AND F VISUAL SIGNALING UNIT, WALL MOUNTED �_ BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, 7 33= DISTRIBUTION BOARD DEVICE INSPECTING AUTHORITY AT FINAL INSPECTION. (NO AUDIO DEVICE) FLUSH MOUNTED FuA,u� T-X A3 = PANELBOARD DEVICE -© FIREMAN S PHONE JACK GENERAL NOTES: 1. LIGHT SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. 2. RECEPTACLES SHALL BE LOCATED 18 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. ABOVE COUNTER RECEPTACLES SHALL BE MOUNTED 6" ABOVE BACK SPLASH TO CENTERLINE OF DEVICE. 3. THE EQUIPMENT GROUNDING TERMINAL BARS OF THE NORMAL AND ESSENTIAL ELECTRICAL SYSTEM PANELBOARDS SERVING THE SAME PATIENT VICINITY SHALL BE BONDED TOGETHER WITH AN INSULATED, CONTINUOUS, COPPER CONDUCTOR NOT SMALLER THAN NUMBER 10. 4. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. 5. A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC 110. B. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. 6, CRITICAL AND LIFE SAFETY LIGHT SWITCHES SHALL BE ROUTED IN CONDUIT AND BOXES OTHER THAN THAT FOR THE NORMAL BRANCH. ESSENTIAL SYSTEM SWITCHES SHALL BE RED IN COLOR. 7. PATIENT CARE AREAS SHALL BE PROVIDED WITH GROUNDING IN ACCORDANCE WITH NEC 517, 8. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: A. ALL ELECTRICAL BOXES SHALL BE METALLIC. B. B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. C. C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). E. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY OF THE WALL RATING SHALL BE MAINTAINED. F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL BE SEPARATED BY MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. H OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 INCH BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. 9. NON-METALLIC RACEWAYS SHALL NOT BE USED TO SERVE ANY PATIENT CARE SPACE. ALL WIRING SHALL BE MECHANICALLY PROTECTED BY INSTALLATION IN METALLIC RACEWAYS. 10. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. 11. ALL RECEPTACLES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED UP. 12. THE NUMBER OF ARROWHEADS ON THE HOMERUNS DENOTES THE NUMBER OF CIRCUITS. 13. ALL EXISTING AND NEW BRANCH CIRCUITS SHALL BE PROVIDED WITH NEW TYPED WRITTEN PANEL SCHEDULES THAT CLEARLY IDENTIFY THE LOCATION AND THE TYPE OF LOAD SERVED. NEW PANEL SCHEDULES SHALL REFLECT THE CURRENT AS -BUILT CONDITIONS IN THE AREAS, NOT THE CURRENT IDENTIFICATION FOUND ON THE EXISTING SCHEDULES. 14. THE REUSE OF EXISTING RACEWAYS SHALL BE PERMITTED TO THE FULLEST EXTENT POSSIBLE PROVIDED THAT THE RACEWAYS ARE PROPERLY SUPPORTED PER THE NEC. CONTRACTOR SHALL ENSURE THAT SUCH RACEWAYS ARE SUPPORTED, AND IF REQUIRED, ADD ADDITIONAL SUPPORTS. WHERE THE REUSE OF EXISTING RACEWAYS OCCURS, CONTRACTOR SHALL ENSURE THAT PROPER SEPARATION OF WIRING CLASSIFICATIONS IS MAINTAINED THROUGHOUT THE ENTIRE CIRCUIT. WHERE CO -MINGLING OCCURS, CONTRACTOR SHALL REMOVE THE NECESSARY WIRING AND REINSTALL IN SEPARATE RACEWAYS TO MAINTAIN THE REQUIRED SEPARATION. ALL EXISTING JUNCTION BOXES AND RACEWAYS SHALL BE RE -IDENTIFIED WITH THE NEW BRANCH CIRCUIT INDENTIFICATIONS UTILIZED AS PART OF THE RECIRCUITING PROCESS. ALL JUNCTION BOXES SHALL BE IDENTIFIED WITH THE BRANCH CIRCUIT AND PANEL IN WHICH THE LOAD IS SERVED. 15. PROVIDE EQUIP -POTENTIAL TESTING AS INDICATED UNDER "TESTING" FOR ALL SURFACES WITHIN THE AREA OF WORK FOR EACH PATIENT CARE SPACE. 16. ALL NEW INSTALLATION SHALL COMPLY WITH NEC 210.4(B). PROVIDE A DEDICATED NEUTRAL WIRE FOR EACH PHASE OF POWER IN THE PROJECT. 17. VOLTAGE DROP FOR FEEDER AND BRANCH CIRCUIT CONDUCTORS COMPLY WITH VOLTAGE DROP REQUIREMENTS AS INDICATED IN FLORIDA BUILDING CODE (FBC) CHAPTER -SECTION 13-413. LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER AND CATALOG NO. VOLTAGE LAMPS REMARKS A2 Zx4', LED, 80CRI, 3500K, 4300 LUMEN LIGHT SOURCE, DIMMABLE, DIRECT/INDIRECT TROFFER, LITHONIA #2ALL440LEZ1LP835 MVOLT LED PERFORATED LAMP SHIELD, WHITE REFLECTOR C VX4', RECESSED, LENSED, LED ASYMMETRICAL, 222 LUMEN OUTPUT PER FOOT PINNACLE LIGHTING 4EVL354G1 UNV1 CW OR EQUAL MVOLT LED D1 4" ROUND, RECESSED, LED DOWNLIGHT CLEAR ALZACK REFLECTOR, SELF -TRIMMING ELITE LIGHTING #HH4-LED-1500L-DIM10-277-WD-35K-85HH4-4501-CL-SCH OR MVOLT LED SELF -TRIMMING FLANG FLANGE, 1300 LUMEN, 3500K, 80CRI EQUAL D1 F 4" ROUND, RECESSED, LED DOWNLIGHT CLEAR ALZACK REFLECTOR, SELF -TRIMMING ELITE LIGHTING #HH4-LED-1500L-DIM10-277-WD-35K-85HH4-4501-CL-SCH OR MVOLT LED SELF -TRIMMING FLANG FLANGE, 1300 LUMEN, 3500K, 80CRI EQUAL OR APPROVED EQUAL D1S 4" ROUND, RECESSED, LED DOWNLIGHT CLEAR ALZACK REFLECTOR, SELF -TRIMMING ELITE LIGHTING #HH4-LED-1500L-DIM10-277-WD-35K-85HH4-4501-CL-SCH OR MVOLT LED SELF -TRIMMING FLANG FLANGE, 1300 LUMEN, UL LISTED WET LOCATION EQUAL D2 4" ROUND, RECESSED, LED DOWNLIGHT CLEAR ALZACK REFLECTOR, SELF -TRIMMING ELITE LIGHTING #HH4-LED-2000L-DIM10-277-WD-35K-85HH4-4501-CL-SCH OR LED SELF -TRIMMING FLANG FLANGE, 1300 LUMEN, 3500K, 80CRI EQUAL EX LED EXIT SIGN, THERMOPLASTIC HOUSING, RED LETTERS, SINGLE OR DOUBLE FACE AS LITHONIA #LQMSW3R120/277 277V LED PROVIDE DIRECTIONAL ARROWS AS INDICATED, SHOWN ON DRAWINGS, UNIVERSAL WALL OR CEILING MOUNT J2 4', 2 LAMP FLUORESCENT STRIP FIXTURE WITH METAL WIRE GUARD LITHONIA #Z228T5MVOLTGEB1OPSWGZ46 OR EQUAL MVOLT (2) F28T5 K Zx4', LED, SECURE FIXTURE, 3 COMPARTMENT OVERBED LIGHT, (AMBIENT, READING, EXAM), KENALL MPC24-G(OR F)-1/2/3-25L/45L/90L/35K-277-1-LVC-MOD9VOLTAGE MVOLT LED PROVIDE FIXTURE WITH UL LISTED (CLASS 2) LOW VOLTAGE INEGRAL SEQUENTIAL SWITCH/LOW VOLTAGE RELAY FOR CONTROL OF READING/AMBIENT BARRIER N-2655) OR EQUAL CONTROLLER FO INTERFACE WITH THE NURSE CALL PILLOW SPEAKER COMPONENTS VIA PILLOW SPEAKER/BED SIDECOM. EXAM TO BE SWITCHED INDIVIDUALLY, OR APPROVED EQUAL OR BED SIDECOM. DESIGN SELECTION: CURBELL #LC-040. PROVIDE DIMMING OF EXAM WITH ADVANCE MARK 7 0-10V. COORDINATE WALL DIMMER. FIXTURE WITH DIMMING BALLAST FOR EXAM PORTION ONLY. NIL YXT LOW WALL RECESSED NIGHT LIGHT, LED ALKCO#WG1V-1-120-AL 120V LED U UTILITY LIGHT WITH METAL GUARD, GLASS GLOBE. ALL ALUMINUM HOUSING, UL LISTED FOR RIG-A-LITE #VP-WB-1-42-F-DT (1) 70W MH WET LOCATIONS EQUIPMENT COORDINATION 1. VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. REFER TO EQUIPMENT MANUAL/CUT SHEETSNENDOR DRAWINGS, ETC. FOR ALL INSTALLATION REQUIREMENTS. THE INTENT IS FOR THE CONTRACTOR TO PROVIDE ANY AND ALL WORK REQUIRED FOR COORDINATION BASED ON THE AVAILABLE DOCUMENATION, 2. ALL WORK SHOWN IS BASED ON INFORMATION INDICATED BY THE EQUIPMENT VENDOR(S) AT THE TIME OF DESIGN ALL WORK SHALL BE COORDINATED WITH APPLICABLE VENDOR'S DOCUMENTATION. PROVIDE ALL PARTS, MATERIAL, LABOR, ETC. AS REQUIRED FROM THE VENDOR'S DOCUMENT(S) WHETHER INDICATED ON THESE DRAWINGS OR NOT FOR A COMPLETE AND OPERATIONAL SYSTEM(S). 3. COORDINATE PARTY(S) RESONSIBLE FOR ACQUIRING/INSTALLING EQUIPMENT WITH EQUIPMENT BOOK'S AND/OR DRAWINGS. 4. THE EQUIPMENT MAY INCLUDE BUT SHALL NOT BE LIMITED TOO FIXED EQUIPMENT AND COMPONENTS WHICH REQUIRES A ELECTRICAL CONNECTION. THESE MAY INCLUDE RADIOLOGY, KITCHEN, ELEVATORS, SECURITY, PNEUMATIC TUBE, ETC. 5. CONTRACTOR SHALL REFER TO THE VENDOR'S DOCUMENATION FOR ALL REQUIRED ELECTRICAL WORK FOR THE EQUIPMENT, THE VENDOR INFORMATION IN CONJUCTION WITH THESE DOCUMENTS SHALL BE THE BASIS OF BID. IF REQUIRED VENDOR'S INSTALLATION DOCUMENTS ARE NOT ABLE AT THE TIME OF THE BID, ALLOWANCES FOR SUCH SYSTEMS SHALL BE INCLUDED IN THE BID. IF REQUIRED REVISED ELECTRICAL DRAWINGS WILL BE ISSUED UPON RECEIVING THE APPROPRIATE INFORMATION FROM THE VENDOR ILLUSTRATING THE POWER CONNECTION REQUIREMENT(S) OF THE EQUIPMENT. 6. ALL IDENTIFICATIONS IN THE VENDOR DRAWINGS OF "CUSTOMER/CONTRACTOR" SHALL BE THE RESPONSIBILITY OF THE OF THE "CONTRACTOR". 7. IT IS THE INTENTION OF THE VENDOR'S EQUIPMENT THAT ALL WORK (LABOR, MATERIALS, ETC.) REQUIRED FORA COMPLETE AND OPERATIONAL SYSTEM SHALL BE PROVIDED. 8. THESE PLANS ARE INTENDED TO GIVE THE CONTRACTOR A GENERAL KNOWLEDGE OF THE WORK ASSOCIATED WITH THE INSTALLATION OF THE VENDORS EQUIPMENT IN THE SELECTED ROOMS. IT IS NOT INTENDED TO INDICATE ALL CONNECTIONS, J-BOXES, ETC, OR EXACT DIMENSIONS OR LOCATIONS OF EQUIPMENT. 9. ALL EQUIPMENT SHALL BE INSTALLED PER THE OWNER APPROVED MANUFACTURER'S INSTALLATION DRAWINGS /SHOP DRAWINGS. INSTALLATION SHALL BE COORDINATED IN FIELD WITH THE MANUFACTURER OF THE EQUIPMENT. PROVIDE ELECTRICAL CONNECTION(S) AS REQUIRED. 10. EQUIPMENT MANUFACTURER MAY SUPPLY FIXED LENGTH CABLES, WHEREBY ALL MEASUREMENTS SHALL BE DETERMINED FROM ELECTRICAL TROUGH RUNS INDICATED ON VENDOR DRAWINGS. ANY CHANGES TO EQUIPMENT PLACEMENT OR TROUGH ROUTINGS AT JOB SITE WILL CAUSE THE DELIVERY OF INACCURATE AND ERRONEOUS CABLE LENGTHS. THIS MAY RESULT IN ADDITIONAL COST FOR REPLACEMENT CABLES AND DELAY EQUIPMENT INSTALLATION. 11. COORDINATE PLACEMENT OF ALL EQUIPMENT WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. THE FOLLOWING MUST BE PERFORMED/PROVIDED AS REQUIRED: A. REDUNDANT GROUNDING FOR THE PATIENT CARE AREA VIA THE RACEWAY SYSTEM. THE EQUIPMENT MUST BE FASTENED TO THE RACEWAY SYSTEM OR BE BONDED TO THE RACEWAY SYSTEM BY THE USE OF FLEXIBLE METAL CONDUIT OR BONDING STRAPS. B. SEPARATE RACEWAYS OR CONTINUOUS BARRIERS FOR THE SEPARATION OF INTERCONNECTING CABLES PER VOLTAGE RATING AND CLASS. POWER AND CLASS 1 CIRCUIT WIRING SHALL BE ROUTED TOTALLY SEPARATE FROM CLASS 2 AND 3 CIRCUIT WIRING. PROVIDE CHART AND/OR WIRING DIAGRAM WITH MARKED CABLES TO FACILITATE VERIFICATION OF THIS REQUIREMENT. THIS CHART MUST BE DEVELOPED BY THE EQUIPMENT MANUFACTURER'S ENGINEERING DEPARTMENT. 12. COORDINATE FINAL LOCATIONS OF ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTION THAT WILL BE PROVIDED BY OTHER DIVISIONS/PARTIES IN THE FIELD WITH THAT DIVISION/PARTY. FIELD LOCATIONS SHALL DICTATE. TS SPRINKLER TAMPER SWITCH CONNECTION ES SPRINKLER WATERFLOW SWITCH CONNECTION FP FIRE ALARM SYSTEM PRINTER AM ZONE ADDRESSABLE MODULE ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ® H ELECTROMAGNETIC DOOR HOLD OPEN DEVICE CONNECTION TO CLOSURE/ HOLDER N ELECTROMAGNETIC DOOR HOLD OPEN DEVICE H CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR O CEILING HEAT DETECTOR 135' F UNLESS OTHERWISE INDICATED. ® CARBON MONOXIDE DETECTOR FACP a FIRE ALARM CONTROL PANEL FAPS r� FIRE ALARM POWER SUPPLY / NAC BOOSTER PANEL FAAP ==121t- FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED F .,,�\ FIRE ALARM SYSTEM CONDUIT AND WIRING -+QE FIREMAN'S ELEVATOR WARNING LIGHT FIRE / SMOKE DAMPER LIGHTING FIXTURE SCHEDULE GENERAL NOTES 1. ALL FLUORESCENT FIXTURES SHALL USE T8 LAMPS AND ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 2. ALL COMPACT FLUORESCENT DOWNLIGHTS SHALL USE ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 3. ALL FLUORESCENT LAMPS SHALL HAVE A MINIMUM 85CRI AND COLOR TEMPERATURE OF 3500°K. 4. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. 5. COORDINATE TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. 6. FIXTURES IN AREAS WITHOUT CEILINGS, OR IN MECHANICAL AND ELECTRICAL ROOMS SHALL BE MOUNTED WITH 1i" X 1i" KINDORF CHANNEL SUPPORT SUSPENDED FROM STRUCTURE WITH THREAD RODS. FIXTURES SHALL BE MOUNTED 10'4" A.F.F. 7. ALL ACRYLIC LENSED FIXTURES SHALL HAVE A LENS THICKNESS OF .125 INCHES MINIMUM. 8. LAMPING CONFIGURATIONS ARE FOR THE DESIGN BASIS. ALTERNATE LAMPING CONFIGURATIONS ARE ACCEPTABLE, SUBJECT TO APPROVAL. 9. IF THERE IS A DISCREPANCY BETWEEN A FIXTURE DESCRIPTION AND GENERAL NOTES, AND THE CATALOG NUMBER LISTED, THE FIXTURE DESCRIPTION & GENERAL NOTES SHALL DICTATE. _ � 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ rn >. Q 0 ELECTRICAL DRAWING INDEX SHEET DESCRIPTION ISSUED E001 GENERAL INFO, LEGENDS & SHEET INDEX - ELECTRICAL Yes E002 ELECTRICAL ONE -LINE DIAGRAM Yes E003 ELECTRICAL ONE -LINE DIAGRAM Yes E010 OVERALL PHASING PLAN - LEVEL 1 Yes E020 OVERALL PHASING PLAN - LEVEL 2 Yes E110 OVERALL ELECTRICAL PLAN - LEVEL 1 Yes E111 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - PHASE 1 Yes El 12 ELECTRICAL DEMOLITION PLAN - LEVEL 1 - PHASE 2 Yes E120 OVERALL ELECTRICAL PLAN - LEVEL 2 Yes E121 ELECTRICAL DEMOLITION PLAN - LEVEL 2 -AREA 1 Yes E122 ELECTRICAL DEMOLITION PLAN - LEVEL 2 - AREA 2 Yes E211 POWER PLAN - LEVEL 1 - PHASE 1 Yes E212 POWER PLAN - LEVEL 1 - PHASE 2 Yes E221 POWER PLAN - LEVEL 2 - AREA 1 Yes E222 POWER PLAN - LEVEL 2 - AREA 2 Yes E231 ELECTRICAL PLAN - LEVEL 3 - AREA 1 Yes E232 ELECTRICAL PLAN - LEVEL 3 - AREA 2 Yes E311 LIGHTING PLAN - LEVEL 1 - PHASE 1 Yes E312 LIGHTING PLAN - LEVEL 1 - PHASE 2 Yes E321 LIGHTING PLAN - LEVEL 2 - AREA 1 Yes E322 LIGHTING PLAN - LEVEL 2 - AREA 2 Yes E411 FIRE ALARM PLAN - LEVEL 1 - PHASE 1 Yes E412 FIRE ALARM PLAN - LEVEL 1 - PHASE 2 Yes E421 FIRE ALARM PLAN - LEVEL 2 - AREA 1 Yes E422 FIRE ALARM PLAN - LEVEL 2 - AREA 2 Yes E511 NURSE CALL PLAN - LEVEL 1 - PHASE 1 Yes E512 NURSE CALL PLAN - LEVEL 1 - PHASE 2 Yes E522 NURSE CALL PLAN - LEVEL 2 - AREA 2 Yes E601 ELECTRICAL DETAILS Yes E602 ELECTRICAL RISERS Yes E701 ENLARGED TYPICAL ROOMS Yes E702 ENLARGED COMMUNICATION & ELECTRICAL ROOMS Yes E703 ENLARGED CEP PLAN Yes E800 PANEL SCHEDULE MAIN DISTRIBUTION Yes E801 PANEL SCHEDULE NORMAL BRANCH Yes E802 PANEL SCHEDULE NORMAL BRANCH Yes E803 PANEL SCHEDULES NORMAL BRANCH Yes E804 PANEL SCHEDULE CRITICAL BRANCH Yes E805 PANEL SCHEDULE CRITICAL BRANCH Yes E806 PANEL SCHEDULE LIFE SAFETY BRANCH Yes E807 PANEL SCHEDULE EQUIPMENT BRANCH Yes E808 PANEL SCHEDULE EQUIPMENT BRANCH Yes 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FRR dRCRIi E RTRRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida�Wr jgF66504 eoo°°� F tr ��` 6 V �• Mo 66504 • ®lz s ems• STATE O r e t l Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15,16 CONSTRUCTION DOCUMENTS GENERAL INFO, LEGENDS & SHEET INDEX - ELECTRICAL PROJ. NO. H-15021.00 SHEET DRAWN MHA FOOT 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 ■ 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 ■ 0 D t� c 0 co E T ■ U w w 0 c a) ry C 0 w I= N 2 00 ■ L 0 FU B U O J O ' N ( > a) U N N d U � � N A a o S6 N n` LO T O � EXISTING SERVICE 11 SETS OF (4) 500KCMIL, (65,000 AIC) 277/480V, 3-PHASE, 4W (59,738SGA) �& "NW' 4000AMPS 4000 ST NW� LSIG 'Jill 225 1200 ^) 300 800 800 250 800 (4 10 4 SETS OF (4) 500KCMIL., 3 SETS OF 3 SETS OF (4) 500KCMIL., 3 SETS OF 2 SETS OF (1)#4 GND (4) 400KCMIL, (1)#2 GND (3) 350KCMIL, (3) 350KCMIL, (1)#2 GND (3) 350KCMIL, (4) 350KCMIL, 2112" C. (1) 4/0 GND. 3" C. (1)#2/0 GND (1)#2/0 GND 3" C. (1)#2/0 GND (1)#110 GND 3" C. 3" C. 3" C. 3" C. 3" C. 2NHA , (65,000AIC) (3) #4 (1)#8 GND. (34,475 SCA) 1 1/4" C. T-2NLA 45KVA 480V- 120/208V #4 (4) #2/0, (1)#4 GND. 2" C. 1HNDP (65,000 AIC) 2771480V, 3-PHASE, 4W 50 (38,572 SCA) 1200AMPS 84 Jill 2 N LA 175 70 350 125 ) 125 ) 125 125 (10,000 AIC) SI (3,390 SCA) 600 n) SS C3 GDP �(65,000 AIC) (6,661 SCA) 30 EXISTING 75OKW GENERATOR G1200d) 3 #310 277/480V, 3-PHASE, 4W 1200 AMPS 4 SETS OF (4) 500KCMIL, (1) 250KCMIL GND (AL) 31/2" C. ONE -LINE DIAGRAM GENERAL NOTES: 1. BREAKER TYPES INDICATED NEXT TO EACH BREAKER ARE BASED UPON SQUARE D 300 0� 800 0) 800 of 250 0/ 800 0� 600 0) ELECTRICAL EQUIPMENT. (4) 500KCMIL., 3 SETS OF 3 SETS OF (1)#2 GND (3) 350KCMIL, (3) 350KCMIL, 3" C. (1)#2/0 GND (1)#2/0 GND 3" C. 3" C. (4) 500KCMIL., - (1)#2 GND 3" C. 1HLSDP (35,000AIC) 2771480V, 3-PHASE, 4W (18,627 SCA) 400 AMPS 200 �) 200 (4) 500KCMIL., 3 SETS OF 2 SETS OF (1)#2 GND (3) 350KCMIL, (4) 350KCMIL, 3" C. (1)#2/0 GND (1)#110 GND ONE -LINE DIAGRAM NOTES: O PANELBOARD AFFECTED BY SCOPE OF WORK. O2 PANEL 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 1CLB. CONTRACTOR IS TO FIELD VERIFY REMAINING CIRCUITS. OCOORDINATE BREAKER AND WIRE SIZE WITH FINAL ELEVATOR SHOP DRAWINGS BEFORE RELEASE. EQB ATS-LE ATS-CB ATS-EQ ATS-EAB ATS-ECB ATS-EQB ECB 400A, 4POLE 0 800A, 4POLE 0 800A, 3POLE 0 250A, 4POLE 0 800A, 4POLE 600A, 3POLE E003 65KAIC 65KAIC 65KAIC 65KAIC 65KAIC 65KAIC 480V, 3P 480V, 3P 480V, 3P 480V, 3P 480V, 3P 480V, 3P ElElEl El❑ ❑ (27766 SCA) (28779 SCA) (28779 SCA) (27766 SCA) (28779 SCA) (28779 SCA) EAB 3 SETS OF 3 SETS OF E003 (3) 350KCMIL, (3) 350KCMIL, (1)#210 GND (1)#210 GND 3" C. 3„ C. 1HCBDP 1HEQDP 1 (65,000 AIC) 2771480V, 3-PHASE, 4W (65,000 AIC) 277/480V, 3-PHASE, 4W (33,186 SCA) 800 AMPS (33,186 SCA) 800 AMPS (3) #210, (3) #2 -� 2 SETS OF (4) #2, (( 3HLS (3) # (1) #6 GND. (1) #6 GND. (3) #410, (1)#6 GND. (1)#3GND. (1)#3 GND. 1 2 114" C. 1/2" C. 1/2" C. " #66 GND. 2" C. 1 1l4" C. (1) #2 GND. 2" C. T-1 NLDP T1A 21/2" C. T-1 NLDP 112.5KVA U-W 45KVA 225KVA 45 480V- I J 480V- 480V 120/208V 1201208V 120/208V #110 �-#6 3 SETS OF _ #110 O O O O 175 (4) 500KCMIL, (4) #110, ------ (4) 300KCMIL, (4) 500KCMI , (1)#1/0GND, (1)#6GND. (1)#1/0GND. 1AHP 1BHP 1CHP 213HP 1HLS 2HLS (1)#1/0GND. 4" C. 2�� C. I 2 1l2" C. (65,000AIC) (65,000AIC) (65,000AIC) (65,000 AIC) (35,000AIC) (35,000AIC) �� 4 C. 1 NLDP 2HNDP (26,797 SCA) (26,797 SCA) (26,797 SCA) (26,797 SCA) (3) #6, (1)#10 GND, (11,698 SCA) (11,698 SCA) 1 CLDP (25,000 IC) 1201208V, 3-PHASE, 4W I (35,000 AIC) 2771480V, 3-PHASE, 4W 1" C. (2511,000 AIC) 120/208V, 3-PHASE, 4W (5,959 SCA) 400 AMPS 150 (5,959 SCA) 400 AMPS T1 G (5,889 SCA) 400 AMPS 400 I I 800 UJ JJ 75KVA 400 SI I OJ 120/208V " D" D" 125 " D" " D" 125 125 1ALP 125 ) ) ) ) ) #4 - D" 125 D„ 125 1 70 ) 70 ) 125 (3) #2, (3) #2, (4) #1 (1) #6 GND. (1) #6 GND. (1)#4 GND. 1 1/4" C. 1 1/4" C. 1/2" C. T-1 CLDP T1 F j 771 T11 112.5KVA aLul 30 KVA U-1-U 30 KVA 480V- Irr,J 480V- I J 480V- 120/208V 120/208V 120/208V #110 1--#6 #6 O (4) #110, - (4) #1/0, -� (1) #6 GND. I (1) #6 GND. I 1 HCB 2 C. 2 C. (65,000 AIC) (25,041 SCA) 150 I '150 III III 1ALCB 1CLC13 (4) #2, (1)#8 GND. 1 112" C, 4)#1 4)#1 4)#1 4)#1 4)#1 4)#1 (1)#6 GND (1)#6 GND (1)#6 GND (4)#2, (1)#6 GND (1)#6 GND (1)#6 GND 2" C. 2" C. 2" C (1)#6 GND. 2BLP 2CLP 2DLP 2FLP 100 ) 2" C. 2" C. 2" C. 1 1/4" C. 1LLS 0- (10,000 AIC) 84 84 84(3,121 SCA) 84 84 84 2ALP 1 NLA 1 NLB 1 NLC (22,000 Al) (5,089 scA) 1 CLA 1 CLB 1 CLC (10,000 AIC) (10,000 AIC) (10,000 AIC) (10,000AIC) (10,000AIC) (10,000 AIC) (5,089 SCA) (5,089 SCA) (5,089 SCA) (5,036 SCA) (5,036 SCA) (5,036 SCA) EXAM RMS PH. 1 EXAM RMS PH. 2 l EXAM RMS P^ H.1 -, EXAM RMS PH. 2 PARTIAL ELECTRICAL ONE -LINE DIAGRAM (WEST SERVICE (4) #1, (4) #4/0, (4) #410, (1)#6 GND. (1)#4 GND. (1)#1 GND. 2" C. 21/2" C. 21/2" C. 70 70 O O O 1HEQ 2HEQ 3HEQ (65,000 AIC) (65,000 AIC) (65,000 AIC) ( (16,076 SCA) (GNDD, , (21,455 SCA) (21,641 SCA) G (1)#8 GNDD.. (1)#8 G 1 114" C. 1 1/4" C. T1 D T2C l U -U 45KVA UJJJ 45KVA 48oV- 480V- 120/208V 120/208V y#1 _ #4 - #4 (D ELE . (4) #2JO, (35,000 AIC) (1)#4 GND. (1)#8 GND. (16,076 SCA) 2„ C 1 1/2" C. 150 ) 150 1 LEQ 2LEQ (10,000 AIC) (10,000 AIC) (3,220 SCA) (3,302 SCA) 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 E N C I N E E N I N B Fax: 407-540-0234 EER............ www.tic-engineers.com ©Copght2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 ♦,����0AER ��. No 66504 % STATE =_ Q s�®°® e��lf Pig ®�� Uc '1li �oo®� Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hu ntonmmom A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS ELECTRICAL ONE -LINE DIAGRAM PROJ. NO. H-15021,00 SHEET DRAWN MHA E002 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 AACO01744 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 f "-k ■ H ■ G ■ F ■ E 0 D L N f6 C O cn N E I cfl ■ U W W 0 C N C W CU 2 W 00 ■ am N O m B U O J C) N �`l 1 +- N U r N d r- O CV A o N N n L0 C r C 11 SETS C (4) 500KCMI (1)#8 GND 11/2" C. r 84 to J 2NL2 (3) f I#10 GN 1" (4)1 1)#6 GN 1 1/2" 2LSLA 2CLA 2EQLA (10,000 AIC) (10,000 AIC) (10,000 AIC) (3,311 SCA) (3,316 SCA) (3,316 SCA) PARTIAL ELECTRICAL ONE -LINE DIAGRAM (EAST SERVICE 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. O2 PANEL TO BE DEMOLISHED. REMAINING CIRCUITS AFTER SCOPE OF DEMOLITION TO BE RECIRCUITED TO NEW PANEL 2NLA. CONTRACTOR IS TO FIELD VERIFY REMAINING CIRCUITS. Im255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 ERR RRC RITECTRRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P. E. Florida License #66504 a�®`11`ano110011�� 1` CI) �GENS. 01 ®® �• �°®°•;s9 ®®® VZ No 66504 0 STATE OF �v® 1:O OR .n' Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton 6 A R C H I T E C T 15,16 CONSTRUCTION DOCUMENTS ELECTRICAL ONE -LINE DIAGRAM PROJ. NO. H-15021.00 SHEET DRAWN MHAI E003 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/Faxwww.huntonbrody.com License AAC001744 - - - 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 to 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 to 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E ■ D 0 0 W m E CO ■ LL U W J W O C N C 0 W N 2 W 00 ■ rn It LO N 0 m B 0 O J O _ CV .j N !Y ■ U V cG a A i tn D O (9 N n L2 U rn a 0 1 1 FF = 20E-0E1 GENERAL PHASING NOTES 1 PHASING DRAWINGS MAY NOT BE REPRESENTATIVE OF ALL DEMOLITION WORK REQUIRED UNDER EACH PHASE, CONTRACTOR SHALL TRACE ALL EXISITNG UTILITIES LOCATED WITHIN THE AREA OF NEW WORK PRIOR, AND MAINTAIN EACH UTILITY AS REQUIRED, THROUGHOUT THE DURATION OF THE WORK, WHERE EXISTING UTILITIES PASS THRU THE CONSTRUCTION ZONE, THE CONTRACTOR SHALL PROVIDE IDENTIFICATION AND PROTECTION FOR EACH UTILITY. WHERE EXISTING UTILITIES ARE NO LONGER IN USE, THEY SHALL BE DEMOLISHED. ALL DEMOLITIONED MATERIALS SHALL BE TURNED OVER TO THE OWNER OR PROPERLY DISPOSED OF, AT THE DISCRETION OF THE OWNER. 2 THIS PLAN IS INTENDED TO REPRESENT AN OVERALL PHASING PLAN ONLY. REFER TO DISCIPLINE SPECIFIC DRAWINGS FOR PHASING REQUIREMENTS OF EACH DISCIPLINE COORDINATE ALL PHASING WORK WITH OTHER TRADES. H SMOKE COMPARTMENT IJ SMOKE COMPARTMENT 11 " <, I E t u, E r'. , _ „ r , v t to , , , , , .. •, :a:+ , � , ..- ,... ..: t ,. :. ...: ....,. ...';, :� � ..r, t r -., , r xj , i t : , 3 a. 255S.OrangeAvenue > y: Suite 1600 Orlando, FL 32801 FF E ..... t, Phone 407 841 905 ENGINEERING Fax: 4 - - t' 540 0234 FIR ARCtl IiEtitl RE _ www.tic en ineers.com o n h 2 � TLC Engineeringor Architecture, Copy t o s L f Inc, COA 15 Tic NO: 115498 SMOKE COMPARTMENT 1J _ SEAL S Chrlsto her V. O Hara P.E. E, .t , SMOKE COMPARTMENT 1I k _ Florida License #66504 J. 2:. ', - ..... • t ,. -:� ,..E .:: t' t:l�. ? t ., : �' - :_: .- ,, r e v - ,., .: ........ ,� v t .. , .. _ ..-.. t .. ..... .. ., E, 5 .... .. .: t ,.,t SMOKE COMPARTMENT 1A t , .. _ E „ . x :i: a. :o-> r• .. ,:: :, _ 1. Ar COMPARTMENT 1 B , ... t 66504 , < t ,.. ♦ ♦ . CE t. S a F o n c. CC STATIE 3 6 F a a. # E z. , , PHASE 1 n e .t E , FloridaHospital > Zephyrhills3 a, „ t >" t. K ,.Yx3.aY33P 3l nt > 3.&s P §� ,. t - .bl..t. it: [., ..f-:.. -5.. .�... •".= ,f,' SMOKE COMPARTMENT 1A SMOKE COMPARTMENT 1 B y EMERGENCY ROOM RENOVATION >Ey:': « „ F w i t _Huntion ARCH f T E C T ,t a DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS OVERALL PHASING PLAN -1ST LEVEL 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 It 7 ■ 8 OVERALL PHASING PLAN - LEVEL 1 PROJ. NO. H-15021.00 SHEET DRAWN MHA E010 ■ 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 E -—r 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 IN 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J ■ H ■ G F ■ E 0 D c� 0 U) N E CO ■ U w J w 0 c N C w N 2 U_ 00 ■ r) It LO w 0 B 0 O J O N .j � U N � V) � A Q T "O O (6 N m r o � 0 a 0- 0 r� 1 111= 201-011 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 R .m 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FIRORCRITECTIRE www.tic-engineers.com ©Copyrighl2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 a�� p ...... ®i F Ge NO 66504 1-0 —gym ® STATE OF C� ` Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hu ntonMEN A R C H I T E C T rDATE SUBMISSION NO. 0�4.15,16 CONSTRUCTION DOCUMENTS OVERALL PHASING PLAN - LEVEL 2 PROJ. NO. H-15021.00 SHEET DRAWN MHA ■ 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 IN 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 0 D r 0 E I U w J W O C N 13� C 0 w L a a� N LL 00 ■ rn rn N O m B 0 0 J O N i � •j O U IL U � LP v A LO o f6 N m LO o � U .0 m 0 1 OVERALL ELECTRICAL PLAN -1ST LEVEL 1" = 20'-091 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) 1 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. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERIN G Fax: 407-540-0234 FRR RRCRITE CTERE yww.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc, COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 t01?HER ®11_�®ii� v• NO 9 66504 e� �m s �•a s � ,0% ATE 9 �T OF • ��v P �A 1L. � Y itv Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton wK* A R C H I T E C T F04 DATE SUBMISSION NO. .15.16 CONSTRUCTION DOCUMENTS OVERALL ELECTRICAL PLAN - LEVEL 1 PROJ. NO. H-15021.00 SHEET DRAWN MHA E110 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 1 a 2 0 3 0 4 m 5 0 8 0 7 0 D 0 8 m 10 0 11 0 12 m 13 m 14 0 15 IN 16 0 17 m 18 0 19 m 20 I f I I � E . I i " �, � I !"I . � 'I'll I I ".- I ; -11, __1 I— _ � I I - ; _1 i 11 1-1 11 . � , , � i i ! : : ,,�� , � . ...... - .... 1--l-11 . ............ I ... � � �]&� --- 4, � :_ ., . � - �', � , � I � W -, I 11 \\\\� � z� i : % z � � ... ... I - � ",q- � I �! . �� 'A� � , ,, ",.;, . I � ; ,,� I 11 11 �-� /~_-, \ /�_�\ /�~\ /�- � ^� �� ���� �� � �� �� ��� ��� �~� ��� ���.��/ U-�.�� U��°��' ;��.&� � � .��� 0 ", �t I / /> ^ 1 /( | // i \\ � ! \ \ | i)11 11 � U71- ,/ U | \ | !) ``� � U ~`~`_ K ELECTRICAL U������ PLAN ���� LEVEL ������ � ������ ������ �������� ����� � ���� ����� � ������ � 1 m 2 0 3 �� ����A �--|li ��|L _�~���_'��=. � � �� ^ �~-�~~� /� ```_ \ / `` 11 I ` �wr = \ GENERAL DEMOLITION NOTES 1 ALL DEVICES SHOWN ON THIS PLAN ARE EXISTING, REFER TO SYMBOL LEGEND FOR DEVi, E DESCRIPTION. 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 ALL ELECTRICAL DEVICES WITHIN THE PROJECT AREA. |T|S 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 REQUIRED DEMOLITION WHETHER SHOWN ONTHE PLANS ORNOT. 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 CONTRACTORS 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 AT THE OWNERS 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 OWNERS DISCRETION. THE CONTRACTOR SHALL INVESTIGATE THE PROJECT AREA PRIOR TOBID TODETERMINE ALL REQUIRED DEMOLITION. 6 THIS CONTRACTOR SHALL PROVIDE ELECTRICAL FOR PHASING WORK AS REQUIRED OR DIRECTED BY THE 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 TOREMAIN ACTIVE. |FFIRE ALARM SYSTEM CANNOT 8EMAINTAINED |NTHE CONSTRUCTION AREA, AFIRE WATCH SHALL BEPROVIDED. 7 CONTRACTOR SHALL PROVIDE MEANS OF AUTOMATIC SMOKE DETECTION VIA INSTALLED SMOKE DETECTORS CONNECTED TO THE FACILITY FIRE ALARM SYSTEM FOR COVERAGE DURING NON- OCCUPIED 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 |T|SDOCUMENTED |NFULL ACCORDANCE WITH NFPA72.COORDINATE ACTIVITY |N FIELD WITH GENERAL CONTRACTOR. 8 ''ETR'DENOTES EXISTING ELECTRICAL DEVICE TOREMAIN. � POWER PLAN NOTES (CODED NOTES) 1 RECIRCUIT EXISTING TO REMAIN LOADS OUTSIDE AREA OF DEMOLITION SERVED FROM PANEL TO BE DEMOLISHED FROM NEW PANELBOARDCL18. 2 RELOCATE EXISTING CONDENSATE RETURN UNIT AND ALL ASSOCIATED COMPONENTS TO NEW LOCATION ASINDICATED. COORDINATE WITH MECHANICAL CONTRACTOR ONEXACT LOCATION. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 @Copyright 2016 TLC Engineering for Architecture, Inc. SEAL Christopher V. O'Hara, P. E. Florida License #66504 — : * . / ,�� .... t6 ( � Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton 0 SUBMISSION NO. 1 CONSTRUCTION DOCUMENTS ELECTRICAL �U �� DEMOLITION �� ����� � ������ �����U��� � �u��� PLAN - LEVEL� ��������� � ���������� � � �~�������� � PROJI. NO. H-15021.00 DRAWN MHA / m 4 0 5 0 G 0 7 N 8 0 Q m 10 m 11 0 12 0 13 m 14 m 15 m 16 0 17 0 18 0 19 m 20 ` Copyright MunhonBrodyArchitects P/\. All Rights Reserved. 8O0N.Magnolia x"e,Suite bOOOrlando, Florida 328O3(4O7839-0886(4O7)839l7U9/Foxvwv*.huntonbrody.00mLicense AACOOl744 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 O C O E I U w J w 0 C N C 0 w L Q a) N _ LL co ■ m r fU O 2 B U O J O N N U � N � a T A Q LO CD o N N m LO C o � C U L rn L 0 GENERAL DEMOLITION NOTES 1 ALL DEVICES SHOWN ON THIS PLAN ARE EXISTING. REFER TO SYMBOL LEGEND FOR DEVICE DESCRIPTION. 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 ALL ELECTRICAL DEVICES 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 REQUIRED 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 AT 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 THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION, 6 THIS CONTRACTOR SHALL PROVIDE ELECTRICAL FOR PHASING WORK AS REQUIRED OR DIRECTED BY THE 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- OCCUPIED 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 DEMOLISHED FROM NEW PANELBOARD CL1 B. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 F E R ARC I ITECTARE WWW,tic-engineers.com ©Copyrighl2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 QH1ER° V 0,�i✓i ° � � 9 STATE OR Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION i, w,?. t✓.j s _ wa,?bso �£i„� �+ t za E} ttC ......,�. - i':. _ Vise' ,..��E....,. ?.. 3 'i.F lsx , n 3 {. i jvn i E?{ I :, nx e.e. .. 4..w.. .:::: ......... e...,,.,w �...{ ": i £ fi. \,£ f ..,f .w ,+e S..P 1 f { !.^ , gA 4: ��, 4�,� @ ,ada i d � .�•xx A. a ........... $ ........... ... ..... ................. _...... _...-...,. . ...... ...-...._... is is Ili f 1( �.wa, lxxmx x t cdeb,� via i,i r E 1 4 ._. ._�..,.,�...... ..............._._.._........_ «._._..,..,...««.................. q.$ ii t as°' 5'i°M'r dsaE �� . ! u.rl Hunton ING ..._h x , t x { ARCH I T E CT a i" 3'. I S , z E ° DATE SUBMISSION NO. 04.15,16 CONSTRUCTION DOCUMENTS { ag s t s - - .. _.... --.... .. ....... ..... .... r. �t EE { 3�x,g ,t 4[rr, z`.,i , s 4! e , t , ft { •y { Ix,..u, : { ', _., . .. i. i£ E E „F `::i' E 4 .. �(sZs.,r. S• fi' i �' I i e o mm + c , (i I i" E p %.,.: F. .......:..... .... ... .......�..... ........... ......... ,._ , \_- x.-. E .. _.. .. .. ... .. ...... .. .. .. .. , �.. ..c-. . M.,..:1.. ........ckw....«„«»..,, „«...:�;...... ...«.1•..s.,.„: .�....,:,:•.w«,i..-.:t,.a....b.... i�...;,st.....,»_.....e �: S :S \ .` '0. x E 4. '° 1 ELECTRICAL DEMO PLAN -1ST LEVEL - PHASE 2 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ ELECTRICAL DEMOLITION PLAN - LEVEL 1- PHASE 2 PROJ. NO. H-15021,00 SHEET DRAWN MHQ Emi 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 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N m L 0 K ■ J ■ H ■ G ■ F E D 0 U) C 0 U) m E (D �r�/ ■ w U w J W O C N of C 0 w = 0- a) N _ 00 rn v LO N 0 5 FD B 0 O J O N N � ■ U N 2 U 6 O N v A Q 0 T N m C U rn 0- 0 �, 1 1 " = 20'-O" 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) 1 EXISTING PANEL SHALL BE DEMOLISHED. ALL CIRCUITS WITHIN PANEL SHALL BE INTERCEPTED ABOVE CEILING AND ROUTED TO THE NEW PANEL. 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Suite 1600 „ ,, . _. , Orlando FL 32801 1 0 _. , - - Phone 407 841 905 w r <„ , ENGINEERING Fax: 407 540-0234 ;. ,. ,.. ,, z:. :, i;, '.' : .. ,.- z : FRR ARC ■IiE CTtl RE ,.: °n www.tic en ineers.com .-„ , 9 . t, _ "` - © TL erin fo tectur „ copy 9hi2ots C Eng ne g rArchi e, Inc. .., ,:> - =. 4. ..r =„ ____ _.._.. _. _ _. _,.._: _... COA 15 roc NO: 115498 '. ;:,' -< st " "' ,, .. , 3 , SEAL Christo herV.O'Hara P.E. _: -, f, ,; Florida License #66504 Et , E E 1i 'a , ♦ea e�® 0 0 .,, 4 .,.,...,^,,.. , , ,., o - » ♦ e _ r, ® R e , _.. „ > N E V e r a € ;,, _ ' - , - `��••�cE+vS .,yam. ,-v • si , :: .' ' 3 -- Kra. .,..:'. , i �� i • �• ... �r„ .... , , , , M, ` V� N® 66504 ;p ,> , . :,. - - - __ 1 — * o = N _ > s .. r, .. j" e .: O U ,; f ®� a TATE OF ..- r= ,: : . ,_.. F. '<, ,. :, , . l _.. .. - .i: e • S J ® ,cC • 11✓ - ® R%® Y K 1®� •" ;'` ®�®���® ��q e s N ,:..,, , �' ® `/ U/� - -< -,,. / ;I , 1: �B F . i a E: s. :. ,, ::, :. ,. , . _' - „ ;..... _ �..... „ , - .- -. , ,E ,. ,r. .,.-.- ... ,G< c e�z, , ., 1 - < .,,., r p p hll , �. zehy�is j r r{ _ F �,, i , . , 3 � f, ", , ,,U, ,a,.,,,.,> , , ,� -' - - ,-,_.., ._ -- - E - , _ ti - - c i,� ..-. v g r - _L e, ,.. EMERGENCY ROOM RENOVATION __, , _ 1,, w �{ , r,,;_. z e; e> s lE t ... ,. I ik x a Em. '. ; _ y A _- _� .( , ,, i i E �1 0 Q , > \ e �# �I e a { \\ y a` .n, -, _ ,. ,r. we.-.ew.sy:v,�-mu�aven we, a,-- -a,m ..,.-w ,rt:sms--." ma,zw,mm-rxamex :. sb auam�vranw.erav-:mav.�w,m.-e,wvv-msxes-rvw~N.rsmrurwx-nx.m+xamexrrexwvxcuvaxrxiwumssexnn�uvacrosm+,smwavv,,,sssw.�wv,mz. y\ .. : 3; ', :: ' A R C H I T E C T # _ _ 1 `~ ,. f as ;3 DATE SUBMISSION NO. 04.15.16 CONFRUCTION DOCUMENTS OVERALL ELECTRICAL PLAN - 2ND LEVEL 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 - -1 -. - I -� - 1— - - — - — -- - - — 1 I OVERALL ELECTRICAL PLAN - LEVEL 2 PROJ. NO. H-1$02'1.00 SHEET DRAWN MHA E120 ■ 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 J R ■ P ■ O ■ N ■ ,t M ■ L ■ K ■ J ■ H ■ G ■ F ■ - E 0 D L N O CU E U W J W O C N C 0 w Q N 2 u_ ao ■ rn It LO N 0 0 e U O J O � N IY ■ (0 U N cL a v 'n m `? A Q LO -0 o (6 N m LO o � U rn .L 0 GENERAL DEMOLITION NOTES 1 ALL DEVICES SHOWN ON THIS PLAN ARE EXISTING. REFER TO SYMBOL LEGEND FOR DEVICE DESCRIPTION, 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 ALL ELECTRICAL DEVICES 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 REQUIRED 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 AT 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 THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION, 6 THIS CONTRACTOR SHALL PROVIDE ELECTRICAL FOR PHASING WORK AS REQUIRED OR DIRECTED BY THE 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 NOW OCCUPIED 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. EZ ` POWER PLAN NOTES (CODED NOTES) 1 CONTRACT TO FIELD VERIFY EXISTING CONDUITS IN DEMO AREA. CONTRACTOR IS TO REWORK EXISTING - --... -- -- .-------------,--... ----�- -- CONDUITS PRIOR TO INSTALLATION OF NEW ELEVATOR IN PHASE 1. 1 POWER DEMO PLAN - 2ND LEVEL - AREA 1 1 /8" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 in255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N G 1 N E E R I N 6 Fax: 407-540-0234 FARA.I.MIIM www,tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 c 4 c- R ��®! t" m ®O c iV$® a 66504 Cl OF aLU Z Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton UFA A R C H ( T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS ELECTRICAL DEMOLITION PLAN - LEVEL 2 -AREA 1 PROJ, NO. H-15021.00 SHEET DRAWN MHA El 21 ■ 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.corn 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 0 D c� c 0 U) m E I (O ■ ry U w J w 0 c a� 0 C w 0- a) N 2 w 00 ■ rn v U) N O B U O J O CD N U a U � O M s 7� A 2 Q o (L6 N LO c 0 a a 0 1/8" = 1'-011 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL DEMOLITION NOTES 1 ALL DEVICES SHOWN ON THIS PLAN ARE EXISTING. REFER TO SYMBOL LEGEND FOR DEVICE DESCRIPTION. 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 ALL ELECTRICAL DEVICES 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 REQUIRED 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 AT 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 THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 6 THIS CONTRACTOR SHALL PROVIDE ELECTRICAL FOR PHASING WORK AS REQUIRED OR DIRECTED BY THE 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- OCCUPIED 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 NL2A. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 E N G INN E E _ R I N G Fax: 407-540-0234 FRR AR6 Rli ERTFRE www.tic-engineers.com ©Copyright 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 01 �R �� ; •�GENS�. 0/y No 665041.711. -% 0lij® �- STATE OF ®•4 Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS ELECTRICAL DEMOLITION PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-1$021.00 SHEET DRAWN MHA I : E122� ■ 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 ■ 0 IN N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E 0 D c� 0 E I U w J UJ O c N C 0 w L a ro N lL 00 ■ rn d� N a 0 m B U O J O - N N LY ■ U Co �i CL O A Q LO (�6 N m o U t rn Q O r� 1 1/8"=11-011 POWER PLAN -1ST LEVEL - PHASE 1 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) 1 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 VACUUM SWITCHES, ETC., AS REQUIRED BY DIVISION 23. 2 CONNECT ELECTRICAL BRANCH CIRCUIT TO ELEVATOR MACHINE ROOM RECEPTACLE. LIGHTING SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE GFCI RECEPTACLE PER NFPA 70-620-23. REFER TO POWER SHEET FOR CONTINUATION OF BRANCH CIRCUIT AND RECEPTACLE LOCATION. 3 PROVIDE 120V, 10 CONNECTION TO FAN FILTERED DIFFUSERS. COORDINATE EXACT LOCATION AND ROUGH -IN REQUIREMENTS WITH MECHANICAL DRAWINGS AND MANUFACTURER PRIOR TO ROUGH -IN. 4 PROVIDE 480V, 30 CONNECTION TO NEW VFD FOR RF-ED1. COORDINATE EXACT LOCATION AND ROUGH -IN REQUIREMENTS WITH MECHANICAL DRAWINGS AND MANUFACTURER PRIOR TO ROUGH -IN. 5 PROVIDE 120V, 10 CONNECTION TO THE SINK SENSOR. COORDINATE EXACT LOCATION AND MANUFACTURER REQUIREMENTS WITH ARCHITECT AND DIVISION 22 PRIOR TO ROUGH -IN. 6 7 PROVIDE 120V,10 LIFE SAFETY BRANCH CONNECTION TO AUTOMATIC DOOR. PROVIDE ALL WIRING, CONDUIT AND NECESSARY CONNECTIONS TO DOOR HARDWARE. COORDINATE FINAL LOCATIONS OF DOOR PUSH BUTTONS WITH ARCHITECT AND DOOR INSTALLER PRIOR TO ROUGH -IN. PROVIDE BRANCH CIRCUIT WITH LOCAL DISCONNECTING MEANS, I.E. TOGGLE SWITCH, PRIOR TO CONNECTION TO DOOR HARDWARE. TOGGLE SWITCH IS TO BE LOCATED AT THE DOOR ASSEMBLY ABOVE THE NEAREST ACCESSIBLE CEILING. 8 PROVIDE 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 FIRRRCRITECTIRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 v�A°'p41ER �B°®ee °••. O a� V No 66504 �ir 9 • STATE OF .� 0 0• ,� Ft I ®®,®`s®st Oil A' Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS POWER PLAN - LEVEL 1- PHASE 1 PROD. NO. H-15021,00 SHEET DRAWN MHA E211 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 IN 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 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 0 D 0 ;_ I U w J W O C �y(D/ LL C 0 w s a N 2 eo ■ rn w N 0 m B U O J O N N C U a LO LO A Q LO o f6 N m LO o U L a 0_ 0 r, 1 POWER PLAN -1ST LEVEL - PHASE 2 1/8" = 1'-011 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 ACCOI N MWE�$_IRWRSNkS. PROVIDE LOCAL DISCONNECTING MEANS ((I.E. TOGGLE SWITCH) AT EACH FIRE SMOKE DAMPER LABELED WITH THE AHU 1 EMllpg �4�q q5 TO EXISTING EXAM ROOM LOADS. PROVIDE NEW RECEPTACLES AS INDICATED ON 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 VACUUM SWITCHES, ETC., AS REQUIRED BY DIVISION 23. 4 PROVIDE ALL TAMPER PROOF RECEPTACLES IN THIS EXAM ROOM. 255 S. Orange Avenue l Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 F I R ARC R ITE CTI RE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc, COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 e�®aiue®i®B�® 4° NEF1 V m / No 665o4 • U: a� o • _s • tu• -� • G��gTE ft OF •'�/ p i{j z % r Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T Cg. 6' r _.__. DATE SUBMISSION NO. 104.15.16 CONSTRUCTION DOCUMENTS POWER PLAN RR LEVEL 1 RR PHASE 2 PROD. NO. H-15021.00 SHEET DRAWN MHA E212.==..j 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Hunton6rady 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 O D C� c 0 c� E I cfl ■ U W J W O c O C 0 W a N 2 LL 00 ■ rn N a 0 5 N B U 0 J O O N N IY ■ U N � N a LO U O O O A i lCi Q (�6 N m 0 U L a) L Q O fl 1/8" = 1E-011 1 ■ 2 ■ 3 ■ 4 ■ 5 IN 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 -- - - I I - 1 I _-�- �-- _ I --__ _f__ �" --T 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. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 FOR CRC OITECTO RE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 ®"®t®®aeoeofill, °• ® No 66504 99y® (3: y'9 3 aAR STAVE: OF m� Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton OF A R C H I T E C T DATE SUBMISSION NO. M.15.16 CONSTRUCTION DOCUMENTS POWER PLAN OR LEVEL 2 - AREA 1 PROD. NO. H-15021,00 SHEET DRAWN MH>4 E2121 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 500, 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 ■ J ■ H ■ G ■ F ■ E 7E O D c� 0 ;_ i U W J W O C N C 0 W L a a� N W 00 ■ rn Ln Ln V) N 0 2 B U O J O N U D V � d ui LO A L lf� LO t06 N U E rn a 0 1/8" = 19 -0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 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 ACCOM14EKKAN 110M MUOTMLS. PROVIDE LOCAL DISCONNECTING MEANS (I.E. TOGGLE SWITCH) AT EACH FIRE SMOKE DAMPER LABELED WITH THE AHU 1 MWRJ jWtAMPER SAFETY BRANCH CONNECTION TO MEDICAL GAS ALARM PANELS. VERIFY EXACT VACUUM SWITCHES, ETC., AS REQUIRED BY DIVISION 23. 2 PROVIDE MULTI -CIRCUIT WIREMOLD STRIP WITH DUPLEX RECEPTACLES MOUNTED EVERY 18". WIREMOLD SHALL BE EQUIPPED WITH SINGLE CHANNEL. ALTERNATE CIRCUITS BETWEEN RECEPTACLES WITH NO MORE THAN FIVE RECEPTACLES PER CIRCUIT. REFER TO SPECIFICATIONS FOR DESIGN SELECTION. MOUNTING HEIGHT PER ARCHITECTURAL DRAWINGS. QUANTITY OF RECEPTACLES IN WIREMOLD SHALL BE DETERMINED BY OVERALL LENGTH OF WIREMOLD DEPICTED AND NOT BY DEVICE COUNT WITHIN WIREMOLD. COORDINATE MOUNTING HEIGHT WITH WALL PROTECTION PRIOR TO ROUGH -IN. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FOR ARCOITECTORE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 ®�®�®` s U: • No 66504 �• I e:�3_ : STATE OF • OJT Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton wE*1 A R C H I T E C T r04 DATE SUBMISSION NO..15,16 CONSTRUCTION DOCUMENTS POWER PLAN - LEVEL 2 - AREA 2 PROD. NO. H-15021.00 SHEET DRAWN MH,A E222 ■ 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/Fox www.huntonbrody.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 IN 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E 0 D O CU ;_ CD U w J W O C N C 0 w L a N N 2 LL co ■ rn It Ln N 0 5 m B 0 O J O N > U N 0 � � N LO A Q LO LO c0 N m o � U i 0 L a a 0 1 1 /8" = 1'-0" ELECTRICAL PLAN - 3RD LEVEL - AREA 1 - PHASE 2 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 4, G 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 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 ALL CONDUIT PENETRATIONS THROUGH THE ROOF MUST BE THROUGH A WEATHER PROOF CURB AND CAP TO SEAL MOISTURE OUT. PROVIDE PORTALS PLUS ROOF PENETRATION SYSTEM AS MANUFACTURED BY PORTALS PLUS, INC. COORDINATE ROOF CURB REQUIREMENTS WITH GENERAL CONTRACTOR. REFER TO ARCHITECTURAL DETAILS FOR ALL ROOF PENETRATIONS. POWER PLAN NOTES (CODED NOTES) 1 PROVIDE LIGHTNING PROTECTION FOR ROOF MOUNTED MECHANICAL AND HVAC EQUIPMENT. CONNECT TO EXISTING LIGHTNING PROTECTION SYSTEM. 2 EXISTING PANELBOARD AFFECTED BY SCOPE OF WORK. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 FRR RRCRIiECTRRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 ram; • ��, r a501" ►r Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton• ,� '0 A R C H I T E C T DATE SUBMISSION NO. M.15.16 CONSTRUCTION DOCUMENTS ELECTRICAL PLAN - LEVEL 3 - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN MHA E 2) 31 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Hunton6rody Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.hunfonbrady.com License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ r� P ■ O ■ N ■ M ■ L K _III ■ J H ■ G ■ F ■ E 0 D 0 ;_ U W J W 6 C N C 0 W a N 2 W 00 ■ rn N 0 2 m B U O J O N N Cr ■ U N � C U O N LO A QLO o t6 N m C o U rn ,L Q 0 1 ELECTRICAL PLAN - 3RD LEVEL - AREA 2 - PHASE 1 1/81 1 = 11 -09 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 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 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 ALL CONDUIT PENETRATIONS THROUGH THE ROOF MUST BE THROUGH A WEATHER PROOF CURB AND CAP TO SEAL MOISTURE OUT. PROVIDE PORTALS PLUS ROOF PENETRATION SYSTEM AS MANUFACTURED BY PORTALS PLUS, INC. COORDINATE ROOF CURB REQUIREMENTS WITH GENERAL CONTRACTOR. REFER TO ARCHITECTURAL DETAILS FOR ALL ROOF PENETRATIONS. POWER PLAN NOTES (CODED NOTES) 1 PROVIDE LIGHTNING PROTECTION FOR ROOF MOUNTED MECHANICAL AND HVAC EQUIPMENT. CONNECT TO EXISTING LIGHTNING PROTECTION SYSTEM. 2 REFER TO ONE -LINE DIAGRAM FOR WIRE SIZES. 3 PROVIDE 120V, 10 CONNECTION TO AIR HANDLER UV LIGHTS. PROVIDE BRANCH CIRCUIT WITH LOCAL DISCONNECTING MEANS VIA SINGLE POLE KEY SWITCH AT INSTALLATION. COORDINATE EXACT LOCATION AND ROUGH -IN REQUIREMENTS WITH MECHANICAL DRAWINGS AND MANUFACTURER PRIOR TO ROUGH -IN. 4 PROVIDE 120V, 10 CONNECTION TO AIR HANDLER MARINE LIGHTS, RECEPTACLES AND DDC. PROVIDE BRANCH CIRCUIT WITH LOCAL DISCONNECTING MEANS VIA SINGLE POLE KEY SWITCH AT INSTALLATION. COORDINATE EXACT LOCATION AND ROUGH -IN REQUIREMENTS WITH MECHANICAL DRAWINGS AND MANUFACTURER PRIOR TO ROUGH -IN. 255 S. Orange Avenue a Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FARARCRITECTARE www.tic-engineers.com ©Copyright216 TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 �1ER V �O .•••.....• 0� �® .� S 2 t No 66504 ® ® W s ix: o • : LU n STAGE OF Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton OF A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS ELECTRICAL PLAN - LEVEL 3 - AREA 2 PROD. NO. H-15021.00 SHEET DRAWN MH,4 E2132 ■ 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.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 ■ 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F ■ E 0 D 0 E i U w J W O C Q) C 0 w a a) N 2 LL 00 ■ rn cn a) 0 B U O J O N a) of ■ U V � C U Cl) � M A LO n r U C a 0 1 1/8" = 11-01F LIGHTING PLAN -1ST LEVEL - PHASE 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 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. BACKFEED ALL FIXTURES. TYPICAL FOR ALL LOCATIONS. LIGHTING PLAN NOTES (CODED NOTES) 1 CONNECT SWITCH ADJACENT TO ELEVATOR SWITCH LADDER. 2 CONNECT ELECTRICAL BRANCH CIRCUIT TO ELEVATOR MACHINE ROOM RECEPTACLE. LIGHTING SHALL NOT BE CONNECTED TO THE LOAD SIDE OF THE GFCI RECEPTACLE PER NFPA 70-620-23, REFER TO POWER SHEET FOR CONTINUATION OF BRANCH CIRCUIT AND RECEPTACLE LOCATION. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 _ Phone:407-841-9050 ENCINEERINB Fax:407-540-0234 FIR ........TFRE www.tic-engineers.com ©Copyrighl2016 TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 ,,w��eeeeeeriroi®�� QNER ►� 0 �,�®® : 0 � No 66504 ,7 10 • � 13 e .0 ;STATE OFF ms® -.4 Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton WE A R C H k T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS LIGHTING PLAN - LEVEL 1- PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN MHA E31 1 1 ■ 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/Fox 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 ■ J ■ H ■ G ■ F E 0 D 0 E U w J W O C N C 0 w L IZ N N 2 � ■ rn Ln Ln a) O B U O J r9 C) N N ct ■ � U N cL U M D � A z LO 0 0 (0 N `n r C O � C 7 U C C Q D 1 1 LIGHTING PLAN - 1ST LEVEL - PHASE 2 1/8" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 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. BACKFEED ALL FIXTURES. TYPICAL FOR ALL LOCATIONS. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 _ Phone:407-841-9050 ENGINEERING Fax:407-540-0234 FIR ARC I ITECTI RE www.tic-engineers.com ©Copyrigh12016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida Li�6504 VNER NS �:• No 66504 :v 'U• v� v ir s-a, •LU r STATE ®E ,'Qj e J �0N A%- Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton ULU A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS LIGHTING PLAN - LEVEL 1- PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN MHA E131 2 ■ 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 ■ —b M ■ L ■ K ■ J H ■ G ■ F E 0 D L 0 E I ■ U w J W O C N Cr C 0 w L Q N N 2 tl ,6 ■ rn It LO O 5 F5 B U O J I O CV .j U N 12 U LO O V- A Q C-0 LO N o 3 U L rn a O rl 77, x e 5 tJ 1 /8" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 I —_ — F _ I __ � 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. BACKFEED ALL FIXTURES. TYPICAL FOR ALL LOCATIONS. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 F R R II R C R I T E C T R R E www.tic-engineers.com ©copyright 2ols TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 O �® b E N $F•, �•9 ®ems e9 o V = No 66504 .� -53STATE OF O R � e0 � e��ge+� `b Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION wuntOn A R C H I T E C T DATE SUBMISSION NO. ?4.15,16 CONSTRUCTION DOCUMENTS LIGHTING PLAN - LEVEL 2 - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN MHA E321 ...j ■ 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 2 ■ 3 0 4 ■ 5 0 6 0 7 ■ 8 ■ 9 ■ 10 ■ 11 0 12 0 13 ■ 14 2 15 ■ 16 0 17 0 18 ■ 19 0 20 R ■ F, ■ ■ ■ ■ ■ ■ ■ 0 G 0 F ■ D 0 -C 0 E (.0 ■ Li 0 r- a) X C r) LJ N 00 ■ a) It LO In 0 B 0 -j O C) O C) N Z> C) A 2 LO (.0 C) LO o C :3 rn 0 .... . . . .. . . E . 4 kzl 1 U "41, 4, 'NN .. ...... ... EX sc 4) 2 2 C .. . ... ..... . m I PAT RM 2241 1 PAT RM 3 224 I PAT RM 224=] 1 PAT RM 2247 1 PAT RM PAT RM 2251 1 �A: 2CHA- 10 FA! 2CHA- 10 ICK 2CHA- 10 CA: 2CHA- 8 FA: 2CHA- 8 Ir (Q1 IA- 8 1 PRAT RM 2,235 �2 A' 0 F �n . ........ ........ . .......... .. ......... Ix b TT L - — --------- A, j . ........ .. .. ..... . .... . Cr r EX I x C 1X C 2 C 1X C 2 C 1X C 2 C Ix C 2 C Ix C 2 C Ix C 2 C 1X C 2 C Ix tP �x _ J� . ...... ....... . . ......................... 1c: . K � 7 71 t r .1'0 �,/ n) :d e, y ON U-11 J Y.:, 1 _ t`1PAT RM 1X 71 A2- - A 2 MT "W2 ..Ml' N�M �,R#E=7 &�nm ,,, AN, 7 R, E J2 J2 i J2 7 7 4 U I r U r ------ 7 T" 7 A 7a - - ----- i, J11 7 'S TD� .... . ........... ;M, D 1 F .z; 3A DIF EX 1 LIGHTING PLAN - 2ND LEVEL - AREA 2 1/8" = 11-011 1 1 0 2 0 3 0 4 m 5 0 6 ■ 7 0 8 0 9 0 10 0 11 ■ 12 ■ 13 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. BACKFEED ALL FIXTURES. TYPICAL FOR ALL LOCATIONS. 255 S. Orange Avenue Suite 1600 Orlando, FL32801 Phone: 407-841-9050 E N G I N E E R I N G Fax: 407-540-0234 f AR ARC�ITECTE RE www,tic-engineers.com @Copyright 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P. E. Florida License #66504 t11111111111% ?"ER I/ 0,86 E N \1 84S _7 1 No 66504 -53 STATE 0 F 0% ljj A, 0 R tQ 0 NA%- 8111111110 , ze Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION u n t o n A R 0 H I T E C T � DATE SUBMISSION NO. )4.15.16 CONSTRUCTION DOCUMENTS LIGHTING PLAN - LEVEL 2 -AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN MHA E322 0 14 0 15 0 16 0 17 0 18 0 19 0 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 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 0 D c� c 0 c� E I co ■ U w J w O C N C 0 w L a m N ao ■ rn N O N B U 0 J O O N N U N � U W � O A LO f6 N m o U L rn L Q 0 n 1 1/8" = 1'-0" FIRE ALARM PLAN -1ST LEVEL - PHASE 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL FIRE ALARM 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. 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/OR 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 ANNUNCIATING 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 NEW/EXISTING 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 ACTIVATION OF THE FIRE ALARM SYSTEM. COORDINATE INSTALLATION IN FIELD WITH DOOR INSTALLER. PROVIDE LOCAL SMOKE DETECTOR ON BOTH SIDES WITHIN 5' OF DOOR FOR DOOR RELEASE SERVICE, REGARDLESS IF SHOWN OR NOT. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 _ Phone:407-841-9050 ENGIN ERING Fax:407-540-0234 ................. .R............. www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. .a 1qjWpjWgp®se #66504 QNE.R V ,- ZQ"° MQ 66504 �U® ems;s ep � STATE OF ;L ti 0 A �O Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton OF A R C H I T E4CT DATE SUBMISSION NO. 04,15,16 CONSTRUCTION DOCUMENTS FIRE ALARM PLAN - LEVEL 1- PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN MHA E41 1 ■ 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 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 t 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 0 D s N cII 0 m E U w J W O c N C 0 w CL N 2 W r6 ■ rn a� 0 2 B U O J O N N LY ■ o o U N A 2 �n Q m 0 rn >, Q O r) GENERAL FIRE ALARM PLAN NOTES ... 1 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL DEVICES. UNLESS NOTED ' .y tr•.e,.: �,: ,: t, z #?° i{� 3 F 'e;> 'c n:ao•,s ° , 7 l i Y ,pa. }, t,.v, f "�,. `y�• '`.�� ua y, ,, ;. 6 iti �.. _ :: k' >'$,:, a'' °3 ?.: .v.€ �+ 5�"' .:v,o> ,, fi ..:: OTHERWISE ARCHITECTURAL ELEVATIONS SHALL DICTATE MOUNTING HEIGHTS OF ALL FIXTURES. �, al' ; "F�` ,. f„.:o- , xa� , : „ s,.af , ' w> . ffi'' 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 .. ..S '. '',„ DEVICES LE PULL STATION SMOKE DETECTORS,NTR L R ET . SCONTROL RELAYS, C MAINTAIN THE EXISTING G ... I ... .. .>.>v>... _ .>. - s?�. II „ S .-. •€F _ ,... rr.. F c`i,2a �G „s... - , ..m ,x.. 3� c . , ,. .>::> >c. > �? MAW � >.. .. , t{'e x. e . 4 f 4 � � ...,z, >Yir-��. 3' n_-ilk .E-�`',._.. �.�. ,. u�rFFt .,i �J�- �., ai'„t �&EY >�{Y!.'�' gE -«,.. n.. ,., as z e�„ � i�V .I�. .a c2.Y-�� `�1�(s&t Fa �� ,.:ez�.ras •tzY`3'x:s. �,f,(Y?.. ,t`^t�, n.`i� -: a '. .zs: ;1' -:...- x.s >..... x� �.Y�4�a,.Y.? ?cn:?s.. x.,N.,.. ..xd�..Y�t} >�!23`.E-.... .a. >_ >.y =5 � `e at v -: � �E :>� x"'i'. ,�dA?,,. � .. #_ 'r'k� ... . , a.. .., 1- }� g . ` ` :,ftY .; :.. - � { .w'" ._.ftax. �' - ,: - . , l'.. ., �' r SMOKE COMPARTMENT 1 J SMOKE COMPARTMENT 11 SEPARATE CONDUIT LOOP CONNECTING ALL NEW VISUAL TYPE NOTIFICATION DEVICES TO THEIR -wel -,..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 IfJr TIATI NAND STYLE Z (NOTIFICATION). - .. - _ __ ,.... .... , _.,..,:., ,, _ .... ,, ,,,, ,,,,,,, ,,,, „ �2 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTSEQUIPMENT WITH OF ALL EQU _V MANUFACTURERS RECOMMENDATIONS PRIOR TO INSTALLATION OF EQUIPMENT. F 3 FIRE ALARM CONTRACTOR SHALL FULLY TEST ALL INITIATING DEVICES WITHIN THE SMOKE COMPARTMENT 4u 'l 4 a : ,, I 4 i TO ENSURE THAT ALL DEVICES ARE CORRECTLY ANNUNCIATINGTHE RRE T MP CORRECT SMOKE COMPARTMENT ... f � :. < , ......:. to " 0 .u+.a. s S, y,� 1,t u, 2.a•> a IDENTIFICATION AS SHOWN ON THE LIFE SAFETY PLAN. CONTRACTOR SHALL CORRECT ANY AND ALL i TiON .' ::._.,... i S 3 _:; ram. ia..t .v ,., Ym't', .. £ •'i .y: i tt ...rrl E - - - - - - DISCREPANCIES FOUND DURING SAID TESTING PROCEDURE. - 4 REFER TO SYSTEM RISER DIAGRAMS AND DETAILS FOR ADDITIONAL _; r•, a INFORMATION m.... ,..: _ 5 ALL NEW/EXISTING FIRE ALARM DEVICES SHALL BE SYNCHRONIZED: n,. s F_. � 75CD - 75CD s 75CD 1 F a 1 /8" =1'-0" 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax . 407-540-0234 F®RARCRITECTRRE www.tic-engineers.com ©Ccpyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 J, 6®6 U. No 66504 s - ® ®-:0 = STATE OF C� Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton 0993 A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS FIRE ALARM PLAN - LEVEL 1- PHASE 2 PROJ. NO, H-15021.00 SHEET DRAWN MHA E41 2 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 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 1 ■ H ■ G ■ F ■ E 0 D O W m E I U w J w O C N C 0 w L Q U N 2 LL 00 . m u� N O co B U 0 J O N N (0 U o a U cr) O N A Q o C6 N ML W o � D U t Q_ Q 0 r� 1/8" = 1E-01 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 IN 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 GENERAL FIRE ALARM 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. 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 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 (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 ANNUNCIATING 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 NEW/EXISTING FIRE ALARM DEVICES SHALL BE SYNCHRONIZED. FIRE ALARM PLAN NOTES (CODED NOTES) 1 INSTALL HEAT DETECTOR AND SMOKE DETECTOR AT TOP OF ELEVATOR SHAFT. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax: 4077540-0234 FERARCRITE CTE RE www.tic-engineers.com ©Copyrigh12016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 011111111§80 �OpHER V ®®®°°® X5: ••\G E N S !y Z1:• No 66504 °e9 V • :7 13 STATE STATE OF 0R1 ®nl A•- Florida Hospital Zephyhills EMERGENCY ROOM RENOVATION Hunton OEMis A R C H I T E C T DATE SUBMISSION NO. 04.15,16 CONSTRUCTION DOCUMENTS FIRE ALARM PLAN - LEVEL 2 - AREA 1 PROJ. NO, H-15021.00 SHEET DRAWN MHA E421 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 ■ 2 m 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 ■ H ■ G ■ F ■ E 0 D L N 0 E U w J W O C N C 0 W a N W 00 ■ rn N 0 B U O J O N [Y ■ U N LO U 0 M A Q to Ln N N m LO o U rn CL a 0 1 FIRE ALARM PLAN - 2ND LEVEL - AREA 2 1/8" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL FIRE ALARM 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. 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 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 (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 ANNUNCIATING 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 NEW/EXISTING 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. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FRR RR1.1111TRRE www,tic-engineers.com ©Copyrighl2ots TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 C? No 66504 s -30 ®�. SATE ® >' Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton WEI A R C H I T E C T DATE SUBMISSION NO. M.15.16 CONSTRUCTION DOCUMENTS FIRE ALARM PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN MHA E422 ■ 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 I 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ r P ■ O ■ N IN ,. M ■ L ■ K ■ J 1, 'y 4 H ■ G ■ F E O D O 0 m E U W J W 0 c N C 0 W a aU N 2 W eo ■ rn It LO N 0 0 B U O J O O N O U N a U In O s � A 2 IO Com Q o U rn L Q 0 r� 1 1/8"=1'-0EE NURSE CALL PLAN -1ST LEVEL - PHASE 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL NURSE CALL 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 COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECTURAL DRAWINGS AND CASEWORK ELEVATION DRAWINGS. 3 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. 4 COORDINATE INSTALLATION OF ALL LOW VOLTAGE SYSTEMS WITH O.F.C.I. PATIENT HEADWALL SYSTEMS PRIOR TO BEGINNING ROUGH -IN OF AREA. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 tfl�� ENGINEERING Fax:407-540-0234 ERRARCRITECTERE www.tic-engineers.com ©Copyrighf2016 TLC Engineering for Architecture, Inc, COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. License #66504 °°°® ��11® ♦♦o OQHER � ®® ♦ �( �® VZ • No 66504 ; jr � : STATE OF O:�L✓ E Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton WF4CT A R C H I T E DATE SUBMISSION NO. M,15.16 CONSTRUCTION DOCUMENTS NURSE CALL PLAN - LEVEL 1- PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN MHA E511 ■ 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-II i I _ 1 1.9 ■ N ■ M ■ L ■ I:/ ■ J H ■ G ■ F IN E ■ D C 1 i ■ 1 U � o 2 LO LP A Q L' o CU N ML W LO U L m Q 0 r� NURSE CALL PLAN -1ST LEVEL - PHASE 2 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ ■ 16 ■ 17 ■ 18 ■ GENERAL NURSE CALL 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 COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECTURAL DRAWINGS AND CASEWORK ELEVATION DRAWINGS. 3 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. 4 COORDINATE INSTALLATION OF ALL LOW VOLTAGE SYSTEMS WITH O.F.C.I. PATIENT HEADWALL SYSTEMS PRIOR TO BEGINNING ROUGH -IN OF AREA. 19 ■ 20 1 R 1 P ■ I N ■ H 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 FIR A R C I I T E C T I R E www,tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc, COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P. E. G Flo .1+ilai,Mig #66504 QNER V ��®® �........ ®� �®b No 66504 ®g ■ !�` STATE OF •'•l1JJ '�• e�®®m RHO°oe F I ■ Florida Hospital Zephyrhills E EMERGENCY ROOM RENOVATION D i Hunton • .. - A R C H I T E C T .15.16 CONSTRUCTION DOCUMENTS C ■ B z NURSE CALL PLAN - LEVEL 1- PHASE 2 A PROJ. NO. H-15021.00 SHEET DRAWN MHA E512 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.corn License AAC001744 I 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 O O E N� ■ L.L U w J W O s= 4] C 0 w a aU N 2 LL 00 ■ rn a> 0 B U O J O N N CD N U LO O O A (6 N ML LO W 0 C U rn a a 0 s x e � t r e' 0 ,,,. .., Y a= ti f" i. E Yr _ ,I - __ _ TV a G ... TV G Fv .. E ry G T r £ - - Q : z a }� E' NCTC 4I L E r t x 3 Y H � ( ti _ ' .: •,... .,. . y. E - _ . '. ^^ }N rx _ ij E t � E x ' b"?'3.,. P"7a e."'^'"T..,.%."&.�3..i :.i .. i k s� t — L i . ...5°.,�o-. r_..*......".r ,.... i en Sx i f Q L a�as � i to e. t t ; x Fy$ faY.. .'§.o^ a 0 �, - a s (EI E { I z ... [. 1 NURSE CALL PLAN - 2ND LEVEL - AREA 2 1 /8" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL NURSE CALL 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 COORDINATE LOCATIONS AND MOUNTING HEIGHTS OF ALL DEVICES WITH ARCHITECTURAL DRAWINGS AND CASEWORK ELEVATION DRAWINGS. 3 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION. 4 COORDINATE INSTALLATION OF ALL LOW VOLTAGE SYSTEMS WITH O.F.C.I. PATIENT HEADWALL SYSTEMS PRIOR TO BEGINNING ROUGH -IN OF AREA. NURSE CALL PLAN NOTES (CODED NOTES) 1 PATIENT TELEVISION UNIT TO BE INTERFACED WITH NATIENT NURSE CALL PILLOW SPEAKER TO ALLOW FOR THE PATIENT CONTROL OF THE SYSTEM. COORDINATE INSTALLATION REQUIREMENTS WITH NURSE CALL MANUFACTURER/VENDOR (RAULAND BORG). INTERFACE WRING AND OUTLET JACK (INCLUDING WIRING TO TELEVISION TO BE PROVIDED BY THE NURSE CALL VENDOR). in255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FRRARC.111CTRRF www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 �,,,411111111IN&J,®®�� 10 e• �® Ls No 66504 �C1 STATE OFOR 10 0 ill A%- o0 111 Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton •*I A R C H I T E C T r.4 DATE SUBMISSION NO. .1.]. CONSTRUCTION DOCUMENTS NURSE CALL PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN MHA E522 ■ 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 R ■ P ■ 0 ■ N ■ M L ■ K ■ J ■ H ■ G ■ F ■ �- E ■ D 0 m c O m E cDl NT ■ LL U W J W 0 c a� C 0 W CL Na) Qo ■ rn LO V) m 0 5 @ B U O J 0 U n N c d U N N A P LO a o (`6 N n o � c L U c 0 a 0 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 LEVEL TYPE A TYPE B TYPE C TYPE D 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 GROUP 4 CLASS III CLASS III/IV CLASS III/IV CLASS IV INFECTION CONTROL RISK LEVELS GROUP GROUP2 GROUP3 GROUP 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 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 PREVENTAIRBORNE 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. T WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA. 8. PLACE DUST MATAT 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 d 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. 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ CLASS 2 500VA STEP-DOWN TRANSFORMER PROVIDED BY CONTROLS CONTRACTOR #10 MIN. 480V,1 24VAC CONNECTIONS BY 1/16" THICK WHITE PLASTIC NHD1-4 ENGRAVED PANEL & CIRCUIT 1/2" THICK WHITE PLASTIC WITH COLORED FACE PER ELECTRICAL CONTRACTOR WITH COLORED FACE SPECIFCIATIONS TO TERMINAL ADHESIVE BACKING BOARD ALL LETTER IS 1/4" HIGH 1/2" HIGH LETTERING #12 MIN. PROVIDED BY FOR PANELBOARD NAME VCONTROLS MAP-1 EQUIPMENT NAME CONTRACTOR COLORED COVERPLATE (BY BRANCH) NHD1-4 � RED: CRITICAL, LIFE SAFETY, EQUIPMENT AH U-X 1/4" HIGH #8 #12 MIN. LETTERING IS WHITE LETTERING FOR 480V, 3� REMAINING TEXT IVORY: NORMAL BRANCH EQUIPMENT FED FROM "NDH1-4" #12 MIN. EQUIPMENT GROUNDING LETTERING IS BLACK SOURCE NORMAL BRANCH CONDUCTOR (PANEL & A (NEC #250.66) CIRCUIT) ADHESIVE BACKING WHEN TYPICAL SWITCH TYPICAL SMALL EQ TAG INSTALLED IN CONDITIONED SPACES g TO AIR HANDLING UNIT THIS TAG SHALL BE USED ON ALL HARDWIRED 480V,3$ MOTOR C EQUIPMENT AND WHERE VISIBLE TO THE PUBLIC. EXAMPLES INCLUDE: PNEUMATIC TUBE STATIONS, G MED GAS ALARM PANELS, AUTOMATIC DOOR OPERATORS EQUIPMENT VOLTAGE BRANCH PLATE AND LETTERING COLOR LIFE SAFETY YELLOW WITH BLACK LETTERING NHD1-4 ENGRAVED PANEL &CIRCUIT EQUIPMENT GREEN WITH WHITE LETTERING EQUIPMENT NAME AIR HANDLING UNIT COMBINATION STARTER/ CRITICAL ORANGE WITH WHITE LETTERING AH U-X DISCONNECT OR VARIABLE FREQUENCY DRIVE NORMAL BLACK WITH WHITE LETTERING I 480V, 3� COLORED COVERPLATE (BY BRANCH) FED FROM "NDH14" RED: CRITICAL, LIFE SAFETY, EQUIPMENT LETTERING IS WHITE I FASTEN WITH BRASS SCREWS NORMAL BRANCH --,,WHEN LOCATED IN NON - CONDITIONED OR EXTERIOR NOTES: IVORY: NORMAL BRANCH IDENTIFY BRANCH OF THE SPACES 1. INSTALL TRANSFORMER AND OVERCURRENT DEVICES IN ACCORDANCE WITH NATIONAL ELECTRIC CODE, SECTION #450. LETTERING IS BLACK ELECTRICAL SYSTEM EQUIPMENT (NORMAL, CRITICAL, LIFE SOURCE 2. PROVIDE 120V, 1� ELECTRICAL CONNECTION TO DIVISION 15 FIRE/SMOKE DAMPERS, ELECTRICAL CIRCUIT SHALL BE DERIVED SAFETY, EQUIPMENT (PANEL & FROM AIR HANDLING UNIT MAIN EQUIPMENT FEEDER VIA FEEDER TAP. FEEDER TAP SERVING CONTROL TRANSFORMER SHALL BE TYPICAL EQUIPMENT CIRCUIT) MADE AFTER THE UNIT DISCONNECT BUT PRIOR TO THE VFD OR STARTER ASSEMBLY. UPON LOSS OF POWER TO UNIT VIA TYPICAL RECEPTACLE LOSS OF SERVICE, FIRE ALARM OR MANUAL SHUT -DOWN, ALL ASSOCIATED FIRE/SMOKE DAMPERS SHALL CLOSE. COORDINATE ALL WORK IN FIELD WITH DIVISION 15. 3. ELECTRICAL CONNECTION TO DIVISION 15 FIRE/SMOKE DAMPER IN MAIN EXHAUST DUCTWORK BY CONTROLS CONTRACTOR. CIRCUIT SHALL BE DERIVED FROM SAME ELECTRICAL CIRCUIT SERVING EXHAUST FAN VIA THE LOAD SIDE OF THE FAN MOTOR STARTER SWITCH. UPON LOSS OF POWER TO THE EXHAUST FAN VIA LOSS OF SERVICE, FIRE ALARM OR MANUAL SHUT -DOWN, ALL ASSOCIATED FIRE/ SMOKE DAMPERS SHALL CLOSE. COORDINATE ALL WORK IN FIELD WITH DIVISION 15. COVERPLATES & NAMEPLATES 6 EQUIPMENT NAMEPLATE 4 FIRE/SMOKE DAMPER WIRING DIAGRAM No Scale No Scale No Scale 3 4 PRIMARY PHASE 2 CONDUCTORS 2 PRIMARY EQUIPMENT GROUNDING CONDUCTOR (PER NEC 250-122) DRY -TYPE TRANSFORMER 3 DELTA z 0 — GROUND BAR NOTES: BONDING JUMPER TO NOTES: FRAME 10 WALL ASSEMBLY - THE 1, 2, 3, OR 4 HOUR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED (PER NEC 250.28,102) OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION 1D WALL ASSEMBLY - THE 1, 2, 3, OR 4 HOUR FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY, CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES GROUNDING WYE ELECTRODE 20 CABLES - MAX 4" DIAM TIGHT BUNDLE OF CABLES CENTERED IN CIRCULAR CUTOUTS IN GYPSUM WALLBOARD AND RIGIDLY WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY. CONDUCTOR (PER NEC 250,66) SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY, ANY COMBINATION OF THE FOLLOWING TYPES AND SIZES OF COPPER CONDUCTOR CONDUIT - NOM 4" DIA OR SMALLER STEEL ELECTRICAL METALLIC TUBING. A MAX OF ONE CONDUIT IS CABLES MAY BE 2 PERMITTED IN THE FIRESTOP SYSTEM. CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND GROUNDING USED: TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. ELECTRODE, VIA GROUND BAR A. MAX 350 KCMIL SINGLE CONDUCTOR POWER CABLES; CROSS -LINKED POLYETHYLENE (XLPE) OR POLYVINYL CHLORIDE (PVC) INSULATION. FILL VOID OR CAVITY MATERIAL -CAULK FILL MATERIAL BEARING THE UL CLASSIFICATION MARKING INSTALLED (PER NEC 250.30) B. MAX 71C NO. 12 AWG CABLES; PVC INSULATION AND JACKET. O3 TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN C. MAX 31C NO. 2/0 AWG MULTICONDUCTOR POWER AND CONTROL CABLES; XLPE OR PVC INSULATION, XLPE OR PVC JACKET. 1/4" DIAM BEAD OF CAULK APPLIED TO PERIMETER OF CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY, THE HOURLY F RATING OF THE FIRESTOP BONDING D. MAX 200 PAIR NO.24 AWG TELECOMMUNICATION CABLES; PVC INSULATION AND JACKET. SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS JUMPER E. MAX 6/94 FIBER OPTIC CABLE; PVC INSULATION AND JACKET, SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON (PER NEC THE TYPE OR SIZE OF THE CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS SECONDARY 250.28,102) O3 FILL VOID OR CAVITY MATERIAL - WRAP STRIP BEARING THE UL CLASSIFICATION MARKING -NOM 1/4" THICK INTUMESCENT INSTALLED, AS TABULATED BELOW: PHASE ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN NOM 2" WIDE STRIPS. NOM 2" WIDE STRIP CONDUCTORS NEUTRAL TIGHTLY WRAPPED AROUND CABLE BUNDLE (FOIL SIDE OUT) WITH SEAM BUTTED, WRAP STRIP LAYER SECURELY BOUND SECONDARY WITH STEEL WRIE TIE AND SLID INTO ANNULAR SPACE APPROX 1-1/4" SUCH THAT APPROX 3/4" OF THE WRAP STRIP EQUIPMENT PROTRUDES FROM THE WALL SURFACE ON EACH SIDE OF THE ASSEMBLY. MAX CONDUIT ANNULAR SPACE, F RATING, HR. T RATING, HR. GROUNDING DIAM, IN. IN. CONDUCTOR (PER NEC 250.122) 4O FILL VOID OR CAVITY MATERIAL - CAULK OR PUTTY BEARING THE UL CLASSIFICATION MARKING - MIN 1/4" DIAM 1 0 TO 3l16 1 OR 2 0, 1 OR 2 0 CONTINUOUS BEAD OF CAULK OR PUTTY APPLIED TO THE WRAP STRIP/WALL INTERFACE AND TO THE EXPOSED EDGE OF THE 1 TO 16 3 OR 4 3 OR 4 WRAP STRIP APPROX 3/4" FROM THE WALL SURFACE ON EACH SIDE OF THE WALL ASSEMBLY. CAULK OR PUTTY TO BE FORCED T 1 -1/2 1 OR 2 0 O 4 0 T1 INTO THE INTERSTICES OF THE CABLE BUNDLE TO THE MAX EXTENT POSSIBLE WITHIN THE 6 1/2 3 OR 4 0 2 CONFINES OF THE WRAP STRIP ON EACH SIDE OF THE WALL ASSEMBLY. 12 3/16 TO 1 OR 2 0 STEP DOWN TRANSFORMER GROUNDING 7 CABLE PENETRATION OF FIREWALL 5 CONDUIT PENETRATION OF FIREWALL 2 (3 PHASE, 3 WIRE, DELTA PRIMARY / 3 PHASE, 4 WIRE, WYE SECONDARY) UL SYSTEM NO. W-L-3030 UL SYSTEM NO. W-L-1001 RETRACTABLE CABLE EXIT T T' 120 VAC T MOUNTING BRACKET (TYP.) \ BY LOW VOLTAGE DIV 16 10 CADWELD \\\\ B544A018 FOAM ,,,, PLASTOMER POWER BY DIV 23 1-1/8" o #6-32 (TYP.) OR EQUAL Fo_ F� ,,, ,,,, HINGED FLOOR �� � DUST SEAL PLATE 5/32" STEEL � ��� ��� �� \\ }�� TO M REINFORCED �� � ����� "` \\\\ \\ \ CVTU' SWITCH S O O O O O O 9/32" 0 INSULATOR GROUND LUGS COMMUNICAT 24 VAC TO CVTU 4" O O O O O O O 0 = IONS CONTROL INSERT PLATE O 0 0 0 0 O (4) JACKS SWITCH ® ■ CVTU •, � o 0 AHU DDC CONTROL FUSE CARPET/TILE PANEL BY #4/0 GROUNDING CONDUCTOR TO #6 TO COMMUNICATIONS RACK FLOOR FLANGE DIV 23 NEXT GROUND (ARCHITECT TO BAR OR TO MAIN SERVICE GOUND. SELECT COLOR) COLOR) GROUND 8" 8"' GROUNDING FRONT VIEW CONDUCTOR TO CONDUCTORS NEAREST METAL QUANTITY AS WATER PIPE. REQUIRED. LEVELING / SCREW 120 Vl24 VAC CONTROL PANEL TRANSFORMER STANDOFF BRACKET 2 1/2" GROUND BUS BAR ADJUSTMENT SIZED TO MEET LOAD CPT CONTROL PANEL BY DIV MIN. (TYPICAL) REQUIREMENTS OF BCS CV 23. TERMINAL CONTROLLER NEMA 1 ENCLOSURE FOR THREADED 16 1/4" (1600 VA MAX) PROVIDE INTERIOR HUB I ADDITIONAL CONTROL LOCATIONS, AND NEMA 3R TRANSFORMERS AS FOR REQUIRED. OUTDOOR LOCATIONS CAST BOX 4 3/16" 8 5l16" CADWELD NOTE: FLOOR FLANGE AND B544AO18 SERVICE TOP COLOR OR EQUAL THREADED SELECTED BY ARCHITECT INSULATOR HUB / ISOMETRIC ELEVATION FLOOR BOX - DATA -COMMUNICATION -POWER Q DDC PANEL & CV TERMINAL UNIT CONTROL POWER TRANSFORMER PANEL DETAIL .11 GROUND BAR 3 U No Scale No Scale No Scale 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 a Phone:407-841-9050 ENGINEERING Fax:407-540-0234 FRRRRCRITECTCRE www.tic-engineers.com ©Copyrigh12016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P. E. Florida License #66504 So - 0 ®® 0 4z- \.�G E M SF•.•%5,9 sip No 66504 ' • -9 Um y a 9 °,• STATE OF •• 1Uo �4RRR111►� Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS ELECTRICAL DETAILS PROD. NO. H-15021.00 SHEET DRAWN MHA E`601 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 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ 0 ■ N ■ M ■ L IN K J H ■ G ■ F ■ E ■ •� D 0 C� c 0 cw m E (oI ■ U w J W 0 c 0 C 0 w CL Na) 0) ■ It It In a� 0 B 0 J 0 N j > a) U N � N a U � T A d CD f�0 N m LO o C U rn �L Q Q ii 1 I CEP LEVEL TWO 3 1211 = 1 F-0F, 750KW GEN. II7/ IF 1 GROUNDING RISER -3" CONDUIT WITH FIRE ALARM WIRING TYPICAL INITIATING DEVICES TYPICAL INDICATING DEVICES TYPICAL CONTROL RELAYS SECOND FLOOR `-3" CONDUIT WITH FIRE ALARM WIRING TYPICAL INITIATING DEVICES TYPICAL INDICATING DEVICES �— TYPICAL CONTROL RELAYS �---� DEDICATED TELEPHONE CONNECTION FOR THIRD PARTY NOTIFICATION GROUND FLOOR CEP I ( #4/0 TO THIRD FLOOR F FATC FIRE ALARM PROVIDE BATTERY BACKUP TERMINAL CAB. AS REQUIRED COMM. #2221 o+ _ SS (J) 7A3 ADDRESSABLE FIRE 3" CONDUIT WITH ALARM SYSTEM W/ FIRE ALARM WIRING BATTERY BACKUP `-F CONDUIT WITH FIRE ALARM WIRING TYPICAL INITIATING DEVICES TYPICAL INDICATING DEVICES SPRINKLER FLOW & TAMPER SWITCHES `--3" CONDUIT WITH FIRE ALARM WIRING H H F TYPICAL INITIATING DEVICES TYPICAL INDICATING DEVICES R R FS TS SPRINKLER FLOW & TAMPER SWITCHES FATC DIALER FIRE ALARM PROVIDE BATTERY BACKUP TERMINAL CAB, AS REQUIRED COMM. #1019 SS (J) PERMANENT FIRE ALARM A3 FIRE ALARM ZONE LEGEND L ANNUNCIATOR / VADDRESSABLE PANEL (FAAP) XXXX FIRE PLANT ENGINEERING ALARM SYSTEM W/ BATTERY BACKUP LEVEL THREE 2ND FLR ELEC RM I 2ND FLR COMM RM I I i MAIN BUILDING 2 12" =1 1 -01 1 3/4" CONDUIT STUBBED FROM EACH NURSE CALL DEVICE TO CABLE TRAY (TYPICAL) ZONE LIGHT—,. 7 DOME LIGHT (TYPICAL) 2nd FLOOR EXAM ROOM DUTY STATION (TYPICAL) (TYPICAL) 3/4" CONDUIT STUBBED FROM EACH NURSE CALL DEVICE TO CABLE TRAY (TYPICAL) ZONE LIGHT (TYPICAL) DOME LIGHT (TYPICAL) 1st FLOOR I i LEVEL ONE I EXISTING NCMS NCMS NURSE STATION #2223 1 1 /4"C. NCMS C EXISTING NURSE STATION NCMS NURSE STATION #1105 C D EXAM ROOM DUTY STATION (TYPICAL) (TYPICAL) NURSE CALL RISER 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ III I - - I-- --- --- --- - -. -- --- - - - -- - --- -- - _ - - - ----- _, _ ;:.d I,. :- 4:IT-r� L Ii.-:.I� r-��, 1: 17f i�� L a j4:: 11 I:,i.0 E' 1 :- ar.. H --- I TO THIRD FLOOR COMM. ROOM. #2221 n (1) 2" CONDUIT (2) 2" C. TO TRAY EXISTING NCMS ) 2" CONDUIT E C nE u u CABLETRAY (2) 2 C' �TO TRAY COMM. ROOM. #1019 GROUND RISER GENERAL NOTES: 1. ALL GROUND BARS SHALL BE BONDED TO A LOCAL METAL WATER PIPE AND LOCAL STEEL CONNECTION. CONNECTIONS BETWEEN GROUND BARS SHALL BE #3/0. 2. GROUND CONDUCTORS SHALL BE MOUNTED IN AND PROTECTED BY A RACEWAY WHEN RUN ACROSS MECHANICAL ROOMS AND/OR THE MEZZANINE, EXISTING NCMS S T STAFF STATION TOILET (TYPICAL) (TYPICAL) NCMS NURSE STATION #1219 S T STAFF STATION TOILET (TYPICAL) (TYPICAL) NURSE CALL RISER DIAGRAM NOTES: 1. NURSE CALL SYSTEM SHALL BE FURNISHED AND INSTALLED BY OWNER. CONTRACTOR SHALL PROVIDE BACKBOXES, CONDUIT AND CONNECTION TO POWER SUPPLIES ONLY. 2. PROVIDE 3/4" EMT CONDUIT STUBBED FROM DEVICES TO NEAREST CABLETRAY. 3. RECORD DRAWINGS SHALL INDICATE EXACT ROUTING OF ALL CONDUIT, CONDUIT SIZES AND ALL PERTINENT INSTALLATION INFORMATION. 5. CODE BLUE DEVICES IN E.R TRAUMA AND SURGERY OPERATING ROOMS SHALL BE INTERCONNECTED WITH ELAPSED TIME INDICATORS. REFER TO SPECIFICATION SECTION #16732 FOR SEQUENCE OF OPERATIONS. 11 ■ 12 ■ 13 ■ 14 [a 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 FOR ARCOITECTORE www.tic-engineers.com ©Copyright201f TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 eeo�et��ri� eee pHV ER Oo®� s....� O 10. No 66504 �'fl • � Cc ®: STATE OF e 4U Al ON Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hu n to n ME102 A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS ELECTRICAL RISERS PROJ, NO. H-15021.00 SHEET DRAWN MHA E602 ■ 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 If 5 ■ 6 IF 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 m c 0 m E �I LL U w J W 0 c a� C 0 w a N w 00 ■ rn D m 0 0 2 FD B U O J O Y LL ■ U N c Ln O N A L Q N N o LO i NA , NA s NA NA,; ` CB _ CB s. �� �CB CBS: TYPICAL ROOM CIRCUITING LEGEND CA C, CA CC =I NORMAL BRANCH CIRCUIT #NA CA CC CA CC NORMAL BRANCH CIRCUIT #NB NB NB NB NORMAL BRANCH CIRCUIT #NC EXAM LIGHT NB ° NORMAL BRANCH CIRCUIT #ND i�� , CD ( CD CRITICAL BRANCH CIRCUIT #CA 4 I CRITICAL BRANCH CIRCUIT #CB NC CRITICAL BRANCH CIRCUIT #CG y L CRITICAL BRANCH CIRCUIT #CD _: NOTE' PROVIDE MAXIMUM (2) DUPLEX NC (rn ND H E 1 I ,' ND , RECEPTACLES PER CIRCUIT. 1 .. s n ( ND on t E NB 53 R 'E 24, j�# IRE a �$ 2; CB `CC 'NA � NC CA (f CA CD 1/4" = 1'-0EE 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. TYPICAL ROOM CIRCUITING LEGEND CRITICAL BRANCH CIRCUIT #CA 1/41E = 1E-0E9 NMI p1 t;,ure R CA TYPICAL 1 TYPICAL ROOM CIRCUITING LEGEND 3 Y b 8r C . E -' CRITICAL BRANCH CIRCUIT #CA 1 �I D1 x. q I CA 5 >� gip p .f.-Yy �i E tsI a � E € 4 � n D1.__ ul CA . CA ; 5 ° �3x > 4 e ) 5 ENLARGED TYPICAL EXAM ROOM -1ST LEVEL - LIGHTING 1/4E1 = 1E-01 9 pg ee 3 4 ( I D , , F � N °�- ._.~,~, ........._ TYPICAL ROOM CIRCUITING LEGEND g ) NB E CA NA CAA CB� gg� _I 1/4"=1E-0EE 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. y 1 dV i t TYPICAL ROOM CIRCUITING LEGEND D1 MCA P1`� CA I CRITICAL BRANCH CIRCUIT #CA CA azi M CA151 CAb ' Cfi B1 K, A T "_: 4 �t� s I S c 9j CA,a . °____..... CA D1....., D1 CA,a, CAA 6 ENLARGED TYPICAL PATIENT ROOM - 2ND LEVEL - LIGHTING 1/4"=1'-0EE =w x i,-j TYPICAL ROOM CIRCUITING LEGEND 8 f' BE r 5 fr N ,I io „q :: , r 3 0 11",i 9 4 1 TYPICAL ROOM CIRCUITING LEGEND NORMAL BRANCH CIRCUIT #NAi 3 1it 3D CRITICAL BRANCH CIRCUIT #CA tt NB `( NORMAL BRANCH CIRCUIT #NB" I= D1 f s € I NORMAL BRANCH CIRCUIT #NC r BRA s €€ D7 CAS NA ; t NORMAL BRANCH CIRCUIT #ND i t � 4 GACB)CRITICAL BRANCH CIRCUIT #CA""" K- ' , CA �r D 1 `" 1, 1 CRITICAL BRANCH CIRCUIT #CB ' EXAM LIGHT CC CB §= CA NC - CD CC NA CRITICAL BRANCH CIRCUIT #CC p :NC ) ... :. CA k q F. 0 D7 sx# s _ CRITICAL BRANCH CIRCUIT #CD r CA I i 5,V, NOTE: PROVIDE MAXIMUM (2) DUPLEX . E 1 3 •, t a. .~ RECEPTACLES PER CIRCUIT. 5,. D1 1 i D7 I CA ND a t _............_........ _.__. _..__ _ li it 4 dw .................. � -> � � ...._.. .............. ......__ E '- y. - r ,..°- ,. «::" ,:r. YA._., ;."'/,'.:. - _. f ENLARGED TYPICAL FAST TRACK -1ST LEVEL - POWER 1/41E = 1E-0E1 t A2 ( TYPICAL ROOM CIRCUITING LEGEND TM m > 1 � i NORMAL BRANCH CIRCUIT #NA , 1' NORMAL BRANCH CIRCUIT #NB CA NA NORMAL BRANCH CIRCUIT #NC 3 12 CA � CB F ..,._m_......,~_ �- _ r 1 NORMAL BRANCH CIRCUIT#ND NC E>UNT CRITICAL BRANCH CIRCUIT #CACC cl� � � CD CC NA CRITICAL BRANCH CIRCUIT #CB ) 1 ; CRITICAL BRANCH CIRCUIT #CC a A2 i (, 1 CRITICAL BRANCH CIRCUIT #CD ' 4t ) NOTE: PROVIDE MAXIMUM (2) DUPLEX `1 E 1 ,M RECEPTACLES PER CIRCUIT _ � t . r� .., ND i; ;l € d e �, � �E. 1 �. ( ENLARGED TYPICAL TRIAGE - 1ST LEVEL - POWER TYPICAL ROOM CIRCUITING LEGEND CRITICAL BRANCH CIRCUIT #CA ENLARGED TYPICAL TRIAGE - 1ST LEVEL - LIGHTING TYPICAL ROOM CIRCUITING LEGEND CRITICAL BRANCH CIRCUIT #CA 11 ENLARGED EXAM 10 SECURE HOLD - LIGHTING 1/4"=1'-0EE '0" < u TYPICAL ROOM CIRCUITING LEGEND 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. 12 EXISTING ENLARGED TYPICAL EXAM ROOM -1ST LEVEL - POWER 1/4"=1'-0EE ENLARGED PLAN GENERAL NOTES 1 ALL DRAWINGS NOTES AND LAYOUTS INDICATED ARE TO BE TYPICAL FOR ALL ROOMS SIMILAR TYPE, LAYOUT SHALL BE MIRRORED AS REQUIRED FOR EACH INDIVIDUAL ROOM SHAPE AND CONFIGURATION. 2 CIRCUITING SHALL BE PER THE LAYOUT INDICATED. BRANCH CIRCUITS SHALL CORRESPOND TO THE CIRCUIT LEGEND FOR EACH ROOM. 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. ENLARGED PLAN NOTES (CODED NOTES) 1 COORDINATE FINAL PLACEMENT/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 LIGHTS ,CONTROLLED BY SEPARATE LOW VOLTAGE SWITCHES (LOCATED IN HEADWALL) AND PILLOW SPEAKER/SIDECOM CONTROL IN PATIENT BED VIA LOW VOLTAGE CONTROLLER. COORDINATE INSTALLATION REQUIREMENTS WITH NURSE CALL VENDOR/MANUFACTURER AND PROVIDE AS REQUIRED. ALL SWITCHES SHALL BE ENGRAVED WITH DESIGNATION OF LIGHTS THEY CONTROL. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N B I N E E R I N o Fax: 407-540-0234 ER R ARCRITECTIRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 14t Ole 011 a +► : �� _=0= oc= b 's' • � c O o • � � '4,0's 10 t4 , ♦ '7 Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton •► • A R C H I T E C T DATE SUBMISSION __"0- 04.15,16 CONSTRUCTION DOCUMENTS ENLARGED TYPICAL ROOMS PROJ. NO. H-15021.00 SHEET DRAWN MHA E701M 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 0 n. - - !!1-.._ .,. ,!.. 1 111 lhiL..NIL1.1 1:1!,1l. h lIVI I. w 6 l i a!-,.ih&!, !6G, T.:. 1 P 1 1 1 1 1 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.huntonbrady.com License AAC001744 —lit—I I 1 1 : .a E1.0 M i ,,:e:,r; 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 O D U) O c� E (0i ■ o' U u.l J W O C N X C 0 w Na) 2 tL 00 ■ rn L0 y N O (B B U O J O N O U N UrY) O M c A d LO 0 (`6 N m r o U -C 0 .L >+ a 0 r 1 J t .., 1NLDP 1NLA t T-lNLDP 1NLB T-1CLDP (ABOVE) s 1CLDP 1NLC 1CLA ( P 1CLB 1CLC 1LE( i. I E GROUND BAR 2 .E , r C: 2 ENLARGED ELECTRICAL ROOM -1ST LEVEL 1/4" = 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, 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) 1 EXISTING PANELBOARD AFFECTED BY SCOPE OF WORK. 2 PROVIDE GROUND COLLECTOR BUS IN ELEC./COMM, ROOM(S) FOR ALL EQUIPMENT GROUND CONDUCTORS REFER TO GROUND DETAIL FOR FURTHER INFORMATION. 3 PROVIDE 120V,10 EQUIPMENT BRANCH CONNECTION TO MECHANICAL CONTRACTOR PROVIDED DDC CONTROL PAN EL.000RDINATE EXACT ROUGH -IN REQUIREMENTS WITH DIVISION 23. 4 EXISTING ELECTRICAL EQUIPMENT TO BE DEMOLISHED. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 F I R AR C I ITE CTA RE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 ,�pr'1111916 , , e` V; Q if+ ?O�dcaG • s. 2e 00 G �• —U' s n �_ • a LU o� �4,088 e' ®aa®®®® Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION -. _... ' 3 T2C , 2C7 untonLA. ■ "a M." D2HEQ 2LEQ 1O 69 71 2LSLA 3 2CLA 67 `t 4 FATC ` C NCTC ARCH I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS 3 ENLARGED COMMUNICATION ROOM -1ST LEVEL 5 EXISTING ELECTRICAL ROOM 2 - 2ND LEVEL 8 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ ENLARGED COMMUNICATION ROOM 2221 - 2ND LEVEL ENLARGED COMMUNICATION & ELECTRICAL ROOMS PROJ. NO. H-15021.00 SHEET DRAWN MHA E702 ......j 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 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ r� P ■ 0 ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E 0 0 rn CU E i U W J W 0 c N C 0 W N 2 W 00 ■ rn T cO C B U O J O N C U N � (n a a� A Q LO T N N 00T m 0 � c I -17 L sz 0 rl 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ -- - -- - - - - - 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 INCTAI I ATIMI RGr)l IIR1=IUGt\ITQ ,L CONNECTIONS WITH O.F.C.I. MEDICAL COLUMN PRIOR TO N AND MECHANICAL DRAWINGS FOR EXACT LOCATION OF ALL ERS SHALL BE POWERED AT 120V DERIVED FROM THE POWER Qaf11� pg fKttD5g§ AMPER LABELED WITH THE AHU PE OF WORK. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E N C I N E E R I N s Fax: 4077540-0234 ECR ARCRITECTIRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P. E. Florida License #66504 pyER v�©��d�e� �Co�E N 20.� No 66504 e � AT �C'� p� s� 0 Fil all Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton *a A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS ENLARGED CEP PLAN PROJ. NO. H-15021.00 SHEET DRAWN MHA E703 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 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 0 L 0 0 c� E �I ■ U w w 0 c ao C 0 w N 2 LL 00 ■ rn LO N 0 B U O J O CL 1 U U LO N A L ICI 4 m D O M N o r c EXISTING SQUARE 'D' QED SWITCHBOARD Name: MSB MAIN BREAKER: 4000 AMPS (EXISTING NORMAL SYSTEM) MAIN LUGS: AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 5 Fed From: UTILITY K.A.I.C.: 65 AMPS Location: SURGACE MTD: X FLUSH MTD: 208/120V 480Y/277V X 240/120V C N K O T Load T Identification Trip Poles E N (kVA) S 0 1 1 ATS-CB 145.7 800 A 3 1 2 ATS-EQ 253.6 800 A 3 1 3 ATS-LE 69.1 300 A 3 1 4 IHNDP 258.2 1200 A 3 2 5 2NHA 32.1 225 A 3 1 6 ATS-ECB 112.0 800 A 3 1 7 ATS-EAB 18.3 250 A 3 1 8 ATS-EQB 119.6 600 A 3 9 10 11 12 13 14 15 16 Total Connected Load: 1008.5 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 34.9 kVA 40.00 % 13.9 kVA Receptacle 192.3 kVA 52.60% 101.2 kVA Total Connected Load: 1008.5 kVA Motor 62.8 kVA 123.89% 77.8 kVA Total Demand Load: 906.9 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 1091 A Cooling 30.5 kVA 85.00% 26.0 kVA Other 682.8 kVA 1 100.00% 682.8 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0,00% 0.0 kVA Notes: 1. LOAD AFFECTED BY SCOPE OF WORK. 2. UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE 'D' I -LINE Name: EAB MAIN BREAKER: AMPS (EXISTING LIFE SAFETY BRANCH) MAIN LUGS: 250 AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: GDP K.A.I.C.: 65 AMPS Location: SURGACE MTD: X FLUSH MTD: 208/120V 480Y/277V X 240/120V C N K O T T Identification Load Trip Poles E N S 0 1 1 2LSHA 3.3 225 A 3 2 SPACE 0.0 -- -- 3 SPACE 0.0 -- -- 4 SPACE 0.0 -- -- 5 SPACE 0.0 -- -- 6 SPACE 0.0 -- -- 7 SPACE 0.0 -- -- 8 SPACE 0.0 -- -- 9 SPACE 0.0 -- -- 10 SPACE 0.0 -- -- 11 EAHD2 15.0 100 A 3 12 SPACE 0.0 -- -- Total Connected Load: 18.3 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital Life Safety 2.9 kVA 100.00% 2.9 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 18.3 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 18.3 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 22 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 15.4 kVA 100.00% 15.4 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE D I -LINE Name: GDP MAIN BREAKER: AMPS (EXISTING ESSENTIAL SYSTEM) MAIN LUGS: 1200 AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: KOHLER GENERATOR K.A.I.C.: 65 AMPS Location: SURGACE MTD: X FLUSH MTD: 208/120V 480Y/277V X 240/120V C N K O T ad T Identification Trip Poles E N (kVA) S 0 1 1 ATS-CB 145.7 800 A 3 1 2 ATS-EQ 253.6 800 A 3 1 3 ATS-LE 69.1 400 A 3 1 4 ATS-ECB 112.0 800 A 3 1 5 ATS-EAB 18.3 250 A 3 1 6 ATS-EQB 119.6 600 A 3 7 8 9 10 11 12 13 14 15 16 Total Connected Load: 718.2 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 25.5 kVA 40.00% 10.2 kVA Receptacle 89.6 kVA 55.58% 49.8 kVA Total Connected Load: 718.2 kVA Motor 62.8 kVA 123.89 % 77.8 kVA Total Demand Load: 673.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 810 A Cooling 30.5 kVA 85.00% 26.0 kVA Other 504.6 kVA 100.00% 504.6 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. LOAD AFFECTED BY SCOPE OF WORK. EXISTING SQUARE 'D' I -LINE Name: ECB 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: GDP K.A.I.C.: 65 AMPS Location: SURGACE MTD: X FLUSH MTD: 208/120V 480Y/277V X 240/120V C N K O T Load T Identification Trip Poles E N (kVA) S 0 1 OTHER 20.0 20 A 3 2 BOILER #1 10.0 20 A 3 1 3 2CHA 42.0 225 A 3 4 SPACE 0.0 -- -- 5 SPACE 0.0 -- -- 6 SPACE 0.0 -- -- 7 SPACE 0.0 -- -- 8 SPACE 0.0 -- -- 9 SPACE 0.0 -- -- 10 SPACE 0.0 -- - 11 ECD1A6 40.0 20 A 3 12 SPACE 0.0 -- -- Total Connected Load: J 112.0 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 13.8 kVA 40,00% 5.5 kVA Receptacle 28.0 kVA 67.86% 19.0 kVA Total Connected Load: 112.0 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 94.7 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 114 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 70.2 kVA 100.00% 70.2 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE 'D' I -LINE Name: EQB MAIN BREAKER: AMPS (EXISTING EQUIPMENT BRANCH) MAIN LUGS: 600 AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: GDP K.A.I.C.: 65 AMPS Location: SURGACE MTD: X FLUSH MTD: 208/120V 480Y/277V X 240/120V C N K O T ad T Identification Trip Poles E N (kVA) S 0 1 OTHER 0.2 20 A 1 2 GENERATOR ROOM WALL PACKS 0.2 20 A 1 3 OTHER 0.2 20 A 1 4 BOILER ROOM WALL PACKS 0.2 20 A 1 5 OTHER 0.2 20 A 1 6 BOILER ROOM WALL PACKS 0.2 20 A 1 7 OTHER 0.4 20 A 3 8 PTAC 2ND FLOOR 0.0 175 A 3 9 SP 1,2 0.0 50 A 3 10 PTAC 3RD FLOOR 0.0 175 A 3 1 11 2EQHA 18.0 225 A 3 12 BOILER #2 0.0 30 A 3 13 OTHER 20.0 125 A 3 14 SPACE 0.0 - -- 15 OTHER 10.0 45 A 3 16 OTHER 10.0 45 A 3 17 OTHER 50.0 225 A 3 18 OTHER 10.0 50 A 3 Total Connected Load: 119.6 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.1 kVA 40.00 % 0.0 kVA Receptacle 0.4 kVA 100.00% 0.4 kVA Total Connected Load: 119.6 kVA Motor 0.4 kVA 112.50% 0.5 kVA Total Demand Load: 117.1 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 141 A Cooling 16.3 kVA 85.00% 13.9 kVA Other 102.4 kVA 100.00% 102.4 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. In255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 EN GIN E E R I N c Fax: 407-540-0234 FIRARCRITECTIRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 o��li011�f�®®too ,`,,0QNEFl V y GENSE' •:9�Q��i 5® Z •• N o 66 •.�` 0 CC # 'W® pF :W® r � o .� SStONP�'e®`®® /4,mtt11110 Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton : : I* A R C H I T E C T DATE SUBMISSION NO. 04.15,16 CONSTRUCTION DOCUMENTS PANEL SCHEDULE MAIN DISTRIBUTION MSB GDP EAB ECB EQB PROJ. NO. H-15021.00 SHEET DRAWN MHA I I E81 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 C rn c 0_ 0 ,N ■ 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 If 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 If 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J H G ■ F ■ E ■ D O L N O c� E �I ■ rr U w J w 0 c a) C 0 w c ■ 0 5 B U O J (R O o) U a U Ip O A L 6() a o (6 N L T EXISTING SQUARE 'D' NF Name: IAHP (EXISTING NORMAL 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.: 18 AMPS 208Y/120V Fed From: MSB SURFACE MTD: X X 480Y/277V Location: FLUSH MTD: 240/120V N C C N 0 Load Name Trip Poles A B C Poles Trip Load Name o T T 1 LIGHTS 20 A 1 0.4 0 2 „ 3 20 A EF-25-110 2 3 LIGHTS 20 A 1 0.4 0.2 - -- - 4 5 LIGHTS 20 A 1 „ 0.6 0.2 - 6 7 LIGHTS 20 A 1 0.6 0.0 _ ;- _ -- -- SPACE 8 9 CANOPY LIGHT 20 A 1 0 4 0 0 _ -- -- SPACE 10 11 LIGHTS 20 A 1 0.6 0.0 -- -- SPACE 12 1 13 CORRIDOR LIGHTING 20 A 1 2.8 0.0 --,. -- -- SPACE 14 15 SPACE - -- 0 0 0.0 , , -- -- SPACE 16 17 SPACE -- -- 0.0 0.0 -- -- SPACE 18 19 SPACE -- -- 0.0 0.0 _ y _ ; v -- - SPACE 20 21 SPACE -- -- 0.0 0.0 _ _ w -- -- SPACE 22 23 SPACE -- -- 0.0 0.0 -- -- SPACE 24 25 SPARE 2 0 A 1 0 0 0 0 _.: ,- -, .� - -- SPACE 26 27 SPARE 20 A 1 0.0 0.0 -- -- SPACE 28 29 SPARE 20 A 1 ...,N ..._ . 0.0 0.0 -- -- SPACE 30 31 SPARE 20 A 1 0.0 0.0 M. -- -- SPACE 32 33 LIGHTS 20 A 1 „„ , , 0.4 0.0 -- -- SPACE 34 35 SPACE -- -- 0.0 0.0 -- -- SPACE 36 37 STEAM STERILIZER RM 109 20 A 3 0.2 0.2 3 20 A, OTHER 38 39 0.2 0.2 -- -- 40 41 -- -- -- rc \` 0.2 0.2 -- -- - 42 Phase Connected Load: 4.4 kVA 1.8 kVA 1.8 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 2.8 kVA 40.00% 1.1 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 8.0 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 6.3 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 8 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 5.2 kVA 100.00% 5.2 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE D I -LINE HCP Name: 1HNDP MAIN BREAKER: AMPS (EXISTING NORMAL BRANCH) MAIN LUGS: 1200 AMPS Project Name: FH Zeph ED Reno 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 O T ad T Identification Trip Poles E N (kVA) S O 1 2BHP 9.0 125 A 3 3 2 1BHP 15.2 125 A 3 3 3BHP 10.0 150 A 3 4 2AHP 10.0 125 A 3 2 5 SPARE 0.0 70 A 1 6 1CLP VIA TIC 24.5 70 A 3 3 7 1BLP VIA T113 13.6 20 A 3 8 2LNDP VIA T2D 30.0 350 A 3 9 1DLP VIA T1H 44.6 70 A 3 10 SPARE 0.0 250 A 1 3 11 1CHP 20.0 300 A 3 3 12 IAHP 8.0 125 A 3 13 14 1 15 1NLDP VIS T-1NLDP 73.3 175 A 3 16 Total Connected Load: 258.2 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 6.7 kVA 40.00 % 2.7 kVA Receptacle 73.3 kVA 56.82% 41.7 kVA Total Connected Load: 258.2 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 222.6 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 268 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 178.3 kVA 100.00% 178.3 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 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. EXISTING SQUARE D NF Name: 1 BHP (EXISTING NORMAL 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.: 18 AMPS 208Y/120V Fed From: IHNDP SURFACE MTD: X X 480Y/277V Location: EXIST. ELEC FLUSH MTD: 240/120V N c c � T Load Name Trip Poles A B C Poles Trip Load Name T T T 1 1 LIGHTING - HOSPITAL 20 A 1 3.9 0.8 _ _; 1 20 A LIGHTING - 103,114,116,117,LOUNGE 2 3 SPACE -- -- ..........._ 0.0 1.8 µi 1 20 A LIGHTING - 101-104,107-113 4 5 SPACE -1.2 0.0 0.4 1 20 A CANOPY LIGHTING 6 7 SPACE -- - 0.0 1 20 A ENTRANCE CANOPY SIGN 8 9 SPACE -- - 0.0 1.0 1 20 A LIGHTING - E110-120 10 11 SPACE -- -- ^ _ w_ 0.0 0.9 1 20 A LIGHTING - E104-109,121,123-125 12 13 CANOPY LIGHTS 20 A 1 1 0.9 0.4 1 20 A LIGHTING - CORRIDORS E-101,102,103 14 15 WAITING A104 LIGHTING 20 A 1 3.9 0.0 -- -- SPACE 16 17 SPACE -- -- « , 0.0 0.0 -- -- SPACE 18 19 SPACE -- -- 0.0 0.0 __._.,... ._�, -- -- SPACE 20 21 SPACE -- -- __ yg M . .. 0.0 0.0 -_ -- -- SPACE 22 23 SPACE -- -- __, _ ..__ .w --.m_ _ : 0.0 0.0 -- -- SPACE 24 25 SPACE -- -- 0.0 0.0 -- -- SPACE 26 27 SPACE -- -- 0.0 0.0 -- -- SPACE 28 29 SPACE ,..:_..:• 0.0 0.0 -- -- SPACE 30 31 SPACE -- -- 0.0 0.0 -- -- SPACE 32 33 SPACE -- -- __ 0.0 0.0 _ -- -- SPACE 34 35 SPACE -- -- 0.0 0.0Y -- -- SPACE 36 37 SPACE -- -- 0.0 0.0 „ , , ,- ... - - -- -- SPACE 38 39 SPACE SPACE 40 41 SPACE -- -- 0.0 6.0 -- -- SPACE 42 Phase Connected Load: 7f 2nkVA 6.7 kVA 1.3 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 3.9 kVA 40.00 % 1.6 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 15.2 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 12.9 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 16 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 11.4 kVA 100.00% 11.4 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE 'D' NF Name: 1 CHP (EXISTING CRITICAL BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 400 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 35 AMPS 208Y/120V Fed From: 1HNDP SURFACE MTD: X X 480Y/277V Location: EXIST. ELEC FLUSH MTD: 240/120V N C C N o K Load Name Trip Poles A B C Poles Trip Load Name K o T T 3 5 -- -- 7 SPARE 125 A 3 0.0 3.3 3 125 A ELEVATOR #1/54 8 0.0 3.3- -- - --10 11 -- -- - y . 0.0 3.3 - -- -- 12 131 14 15 16 17 _... 18 19 20 21 = 22 23 24 25 i ..... .:, 26 27 _M � _28 31 32 33 = 34 35 ».. _. _ ._ _ __. . 36 37 - .........:< 38 39 40 41 42 Phase Connected Load: 6.7 kVA 6.7 kVA 6.7 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 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: 20.0 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 24 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 20.0 kVA 100.00% 20.0 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. EXISTING CIRCUIT TO BE DEMOLISHED AND BECOME SPARE. [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 EIRORCIITE(TIRE www.tic-engineers.com ©Copyrighi2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. ®®�Jgji ilfQ®se #66504 411,11 ♦♦♦ '� 4. �i 66504 1�3 :• STATE OF i i F ♦ S N A O•• a • �®811011l,,® / G Florida Hospital Zephy rhills EMERGENCY ROOM RENOVATION Hunton • +s A R C H I T E C T DATE SUBMISSION NO. M.15.16 CONSTRUCTION DOCUMENTS PANEL SCHEDULE NORMAL BRANCH IHNDP IAHP 113HP THP PROJ. NO. H-15021,00 SHEET DRAWN MHA E801. L 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 r i 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 n. 0 ■�1■I�■N■�I- - F.1 r , Iles071 1 1 inBnt.NElrnm�l'lIPR7�� 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ �t P ■ O ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ ' E ■ D 0 m c 0 CU E �i ■ U w J W 0 c a� C 0 w a N 00 ■ rn 77 0 2 B U 0 J 0 y au tY ■ U a A o (6 N LO n r o � c EXISTING SQUARE 'D' NQOD Name: 1ALP (EXISTING NORMAL 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.: 10 AMPS X 208Y/120V Fed From: 1HNDP SURFACE MTD: 480Y/277V Location: NURSE STATION 1151 FLUSH MTD: X 240/120V N C C N o Load Name Trip Poles A B C Poles Trip Load Name O T T 1 ELEVATOR P.T. LITES 20 A 1 0.4 0.0 1 20 A SPARE 2 3 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 4 5 SPARE 20 A 1 M 0.0 0.4 1 20 A EMS ENTRY RECEPTACLE 101,103,106 6 7 SPARE 20 A 1 0.0 0.2 1 20 A ENTRY VENDING RECEP 103 8 9 S PARE 20 A 1 __ � 0.0 0.2^. _ __ _ _ 1 20 A ENTRY VENDING RECEP 103 10 11 SPARE 20 A 1 { 0.0 0.2ry 1 20 A ENTRY VENDING RECEP 103 12 13 BLOOD GAS RM 111 LASER PRINTER 20 A 1 0.4 0.6 1 20 A CORRIDOR 116,153,139 AND TLT 131 14 15 BLOOD GAS RM 111 RECEPTACLES 20 A 1 0.3 0 4 1 20 A CORRIDOR 197,137 RECEP 16 17 BLOOD GAS RM 111 VENTILATOR 20 A 1 0.6 1 20 A OFFICE 113, TLT 114, CLOSET 115 18 19 NURSE STATION 118 PRINTER/RECEP 20 A 1 0.2 0.2 1 20 A DIRECTOR RM 121 RECEPTACLE 20 21 NURSE STATION 118 PRINTER/RECEP 20 A 1 0.2 0.2 1 20 A SOIL HOLDING RM 120 RECEP 22 23 NURSE STATION 118 COPIER 20 A 1 _ _ 0.3 0.4 1 20 A WOMEN'S RM 123, 124, MEN'S 125, 126 24 25 NURSE STATION X-RAY VIEWING REC 20 A 1 0.2 0.2 1 20 A STAFF LOUNGE 122 RECEP 26 27 NURSE STATION 138 PRINTER/RECEP 20 A 1 0,2 0,2 1 20 A STAFF LOUNGE 122 MICROWAVE 28 29 NURSE STATION 138 PRINTER/RECEP 20 A 1 _Mt 0.2 0.2 1 20 A STAFF LOUNGE 122 TOASTER 30 31 MED 135 AND HOLDING 136 20 A 1 0 4 0 2 __ _ _ _ 1 20 A STAFF LOUNGE 122 COFFEE MAKER 32 33 CLEAN HOLD 136 CABINET 20A 1 _ �, 0.4 0.2 _ 1 20 A CAST SUPPLY 134 RECEP 34 35 CORRIDOR 197 CART 20 A 1 0 4 0 2 1 20 A FIN OFC 130 RECEP 36 37 EMS RM 104/105 RECEPTACLES 20 A 1 0.2 0.3 1 20 A EF-24 38 39 RECEPTACLES EMS 104 20 A 1 0.2 0.2 1 20 A TRAUMA RM 108 RECEP 40 41 RECEPTACLES EMS 105 20 A 1 0.2 0.2 1 20 A TRAUMA RM 108 RECEP 42 43 EXAM RM RECEP 1 7 0 C 2 0 A 1 1 0.2 0,2 ; 1 20 A EXAM RM 140 RECEP 44 45 TRAUMA RM 108 RECEP 20 A 1 0.2 „ 0.2 � 1 20 A EXAM RM 141 RECEP 46 47 TRAUMA RM 108 RECEP 20 A 1 0.2 0.2 1 20 A EXAM RM 142 RECEP 48 49 EXAM RM 109 RECEP 20 A 1 0.2 0.2 1 20 A EXAM RM 143 RECEP 50 51 EXAM RM 109 RECEP 20 A 1 3 0.2 0.2 V 1 20 A EXAM RM 144 RECEP 52 53 EXAM RM 110 RECEP 20 A 1 v 0.2 0.2 1 20 A EXAM RM 145 RECEP 54 55 EXAM RM 110 RECEP 20 A 1 0.2 0.2 _ 1 20 A EXAM RM 146 RECEP 56 57 EXAM RM 109, 110 RECEP 20 A 1 0.3 0.4 1 20 A EXAM RM 140, 141, 412 RECEP 58 59 EXAM RM 108, 109 RECEP 20 A 1 0.3 0.4 1 20 A EXAM RM 143,144 RECEP 60 61 EXAM RM 107, 108 RECEP 20 A 1 0.3 0.4 - . 1 20 A EXAM RM 145,146 RECEP 62 63 EXAM RM 112 RECEP 20 A 1 0.2 0.0 " 1 20 A SPARE 64 65 EXAM RM 112 RECEP 20 A 1 _ _ _ 0.2 0.0 1 20 A SPARE 66 67 EXAM RM 129 RECEP 20 A 1 0.2 0.0 0 1 20 A SPARE 68 69 EXAM RM 128 RECEP 20 A 1 0.2 0.2 1 20 A IEF 57 70 71 EXAM RM 127 RECEP 20 A 1 r. 0.2 0.2 1 20 A EF 58 72 73 SECLUSION RM 119 20 A 1 1 0.3 0.2 1 20 A EXAM RM 110 RECEP 74 75 SECLUSION RM 119/EXAM RM 127 20 A 1 : _ 0.3 0.0 -- -- SPACE 76 77 EXAM RM 128,129 20 A 1 _ 0.3 0.0 1 20 A SPARE 78 79 SPARE 20 A 1 0.0 0.0 ; 1 20 A SPARE 80 81 TRAUMA RM 109 RECEP 20 A 1 z 0.2 0.0 -- -- SPACE 82 83 TRAUMA RM 109 RECEP 20 A 1 _ -_ 0.2 0.0 -- -- SPACE 84 Phase Connected Load: 6.1 kVA 5.3 kVA 6.3 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 17.7 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 17.7 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 49 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 17.7 kVA 100.00% 17.7 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. PANEL TO BE DEMOLISHED. CIRCUITS FEEDING EXAM ROOMS TO BE DEMOLISHED. REFER TO ENLARGED PLANS FOR NEW CIRCUITING INFORMATION. CONTRACTOR IS TO FIELD VERIFY REMAINING EXISTING CIRCUITS TO BE RECIRCUITED TO NEW PANEL 1NLB. DESIGN SELECTION: SQUARE 'D' I -LINE HCP-SU, MAX HEIGHT Name: 1 NLDP MAIN BREAKER: 400 AMPS (NEW NORMAL BRANCH) MAIN LUGS: AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: 1HNDP K.A.I.C.: 25 AMPS Location: ELEC 1307 SURGACE MTD: X FLUSH MTD: 208/120V X 480Y/277V 240/120V C N K O T Load T Identification Trip Poles E N (kVA) S O 1 1 NLA 26.2 125 A 3 2 1NLB 23.1 125 A 3 3 1NLC 24.0 125 A 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Total Connected Load: 73.3 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 73.3 kVA 1 56.82% 41.7 kVA Total Connected Load: 73.3 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 41.7 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 116 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 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 X-Ray 0.0 kVA 1 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 1 0.00% 1 0.0 kVA Notes: DESIGN SELECTION: SQUARE 'D' NQOD Name: 1 NLB (NEW NORMAL BRANCH) MAIN BREAKER: AMPS POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 225 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 1NLDP SURFACE MTD: X 480Y/277V Location: ELEC 1307 FLUSH MTD: 240/120V N C C N o Load Name Trip Poles A B C Poles Trip Load Name T o T 1 RECEPTACLE PEDS PLAY 1001 20 A 1 1.0 1.0 _ 1 20 A RECEPTACLE 2 3 RECEPTACLE WAITING 1002 20 A 1 = 1.0 1.0 1 12U A RECEPTACLE REGIST 1025 4 5 RECEPTACLE WAITING 1002 20 A 1 = __ 1.0 0.8 1 20 A RECEPTACLE 6 7 RECEPTACLE WAITING 1002 20 A 1 0.2 1.0 „ _ , , , , , , ;, , , , , , , , ; 1 20 A RECEPTACLE OBSERVE CARE 1162 8 9 RECEPTACLE COFFEE WAITING 1002 20 A 1 ___ 0.2 0.8 _ - _ 1 20 A RECEPTACLE OBSERVE CARE 1162 10 11 RECEPTACLE COFFEE WAITING 1002 20 A 1 y 0.2 0.8 1 20 A RECEPTACLE OBSERVE CARE 1162 12 13 RECEPTACLE VENDING WAITING 1002 20 A 1 0.2 0..8 1 20 A RECEPTACLE CLEAN 1104 14 15 RECEPTACLE VENDING WAITING 100 2 2 0 A 1 0.2 1.0 _ - 1 20 A RECEPTACLE NURSE STATION 1105 16 17 RECEPTACLE EWC WAITIN 1002 20 A 1 2 2 1 2 A RE EPTA LEI E R E TATI 1 19 RECEPTACLE CORRIDOR 20 A 1 1.0 0.2 1 20 A RECEPTACLE COFFEE NURSE STA.... 20 21 RECEPTACLE OFFICE 1007 20 A 1 1.0 0.6 _ _ 1 20 A RECEPTACLE CORR 11C4 22 ,23, RECEPTACLE SECURITY 1006 2 A 1 0.8 0.0 1 20 A SPARE 24 25 1 RECEPTACLE WORK AREA 1008 20 A 1 0.8 0.0 - 1 20 A SPARE 26 27 RECEPTACLEI E ORK AREA 1008 C W 2 A 0 1 2 0 00 1 2 A O S PARE 2 8 2 9 RECEPTACLE C 1301 E TACLE OFFICE 20 A 1 = 0.6 0.0 1 20 A SPARE 30 31 RECEPTACLE OFFICE 1302 20 A 1 06 00 1 2 A 0 S PARE 3 2 33 RECEPTACLE RECEPT 1303 20 A 1 0.6 0.0 _ _____ __' 1 20 A SPARE 34 35 RECEPTACLE CONF 1304 20 A 1 0.8 0.0 1 20 A SPARE 36 37 RECEPTACLE TLT 1305 20 A 1 0.8 0.0 :; 1 20 A SPARE 38 39 RECEPTACLE NURSE STATION 1225 20 A 1 - 0.8 0.0 1 20 A SPARE 40 41 RECEPTACLE CORR 12C4 20 A 1 ,; 0.8 0.0 1 20 A SPARE 42 43 RECEPTACLE BREAK 1223 20 A 1 0.6 0.0 _ 1 20 A SPARE 44 45 RECEPTACLE NURSE STATION 1219 20 A 1 0.6 0 0 1 20 A SPARE 46 47 RECEPTACLE ICE NURSE STATION... 20 A 1 0.2 0.0 1 20 A SPARE 48 49 RECEPTACLE COFFEE NURSE STA.... 20 A 1 0.2 0.0 1 20 A SPARE 50 51 RECEPTACLE 20 A 1 0.4 0.0 3 1 20 A SPARE 52 53 SPARE 20 A 1 _ _ _ _ 0.0 0.0 1 20 A SPARE 54 55 SPARE 20 A 1 0.0 0.0 - 1 20 A SPARE 56 57 SPARE 20 A 1 = 0.0 0.0 1 20 A SPARE 58 59 SPACE -- -- 0.0 1 0.0 -- -- SPACE 60 61 SPACE -- - 0.0 0.0 -- -- SPACE 62 63 SPACE 65 SPACE -- -- 0.0 0.0 -- -- SPACE 66 67 SPACE -- - 0.0 0.0 -- -- SPACE 68 69 SPACE -- -- = ....... :. 0.0 0.0 ,. ,...' _..= -- -- SPACE 70 71 SPACE -- -- 0.0 0.0 -- -- SPACE 72 73 SPACE -- -- 0.0 0.0 - . ::...... _ _ . _. .', -- -- SPACE 74 75 SPACE -- -- 0.0 0.0 -- -- SPACE 76 77 SPACE 0.0 0.0 -- -- SPACE 78 79 1 SPACE -- 0.0 1 0.0 SPACE 1801 1811 SPACE 0.0 0.0 - SPACE 1821 83 1 SPACE _:..... , 0.0 0.0 -- -- SPACE 84 Phase Connected Load: 8.4 kVA 8.4 kVA 6.4 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 23.1 kVA 71.63 % 16.6 kVA Total Connected Load: 23.1 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 16.6 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 46 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kV 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% 0.0 kVA Notes: DESIGN SELECTION: SQUARE ' D' NQOD Name: 1 NLA (NEW NORMAL 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.: 10 AMPS X 208Y/120V Fed From: 1NLDP SURFACE MTD: X 480Y/277V Location: ELEC 1307 FLUSH MTD: 240/120V C C 0 T K Load Name Trip Poles A B C Poles Trip Load Name x O T T T 1 RECEPTACLE EXAM 22 1243 20 A 1 0.4 0.4 =_ _ - : 1 20 A RECEPTACLE TRIAGE 1012 2 3 RECEPTACLE EXAM 22 1243 20 A 1 = 0.4» 0`4 _ 1 20 A RECEPTACLE TRIAGE 1012 4 5 RECEPTACLE EXAM 22 1243 20 A 1 _ = ;` 0.4 0.4 1 20 A RECEPTACLE TRIAGE 1012 6 7 RECEPTACLE EXAM 22 1243 20 A 1 0.2 0.2 - 1 20 A RECEPTACLE TRIAGE 1012 8 9 RECEPTACLE EXAM 24 1245 20 A 1 0.4 0 4 ,, ,;_ 1 20 A RECEPTACLE TRIAGE 1013 10 11 RECEPTACLE EXAM 24 1245 20 A 1 r 0.4 0.4 1 20 A RECEPTACLE TRIAGE 1013 12 13 RECEPTACLE EXAM 24 1245 20 A 1 0.4 0 4 1 20 A RECEPTACLE TRIAGE 1013 14 15 RECEPTACLE EXAM 24 1245 20 A 1 0.2 0.2 _� 1 20 A RECEPTACLE TRIAGE 1013 16 17 RECEPTACLE EXAM 26 1247 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 212262 18 19 RECEPTACLE EXAM 26 1247 20 A 1 0.4 0 4 OEM 1 20 A RECEPTACLE EXAM 21 2262 20 21 RECEPTACLE EXAM 26 1247 20 A 1 0.4 0.4 _" 1 20 A RECEPTACLE EXAM 21 2262 22 23 RECEPTACLE EXAM 26 1247 20 A 1 „,; 0.2 0.2 1 20 A RECEPTACLE EXAM 212262 24 25 RECEPTACLE EXAM 38 1203 20 A 1 0.2 0 4 1 20 A RECEPTACLE EXAM 23 2263 26 27 RECEPTACLE EXAM 38 1203 20 A 1 = „ , ,,;„u 0.2 0.4 1 20 A RECEPTACLE EXAM 23 2263 28 29 RECEPTACLE EXAM 38 1203 20 A 1 R- _ 0.2 0.4 1 20 A RECEPTACLE EXAM 23 2263 30 31 RECEPTACLE EXAM 38 1203 20 A 1 0.2 0.2 J. _ 1 20 A RECEPTACLE EXAM 23 2263 32 33 RECEPTACLE EXAM 37 1205 20 A 1 ER 0.2 0.4 = 1 20 A RECEPTACLE EXAM 25 2264 34 35 RECEPTACLE EXAM 37 1205 20 A 1s„ , ,..art< _.o-: 0.2 0.4 1 20 A RECEPTACLE EXAM 25 2264 36 37 RECEPTACLE EXAM 37 1205 20 A 1 0.2 0.4 1 20 A RECEPTACLE EXAM 25 2264 38 39 RECEPTACLE EXAM 37 1205 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 25 2264 40 41 RECEPTACLE EXAM 35 1207 20 A 1 0.2 - 0.4 1 20 A RECEPTACLE EXAM 27 2265 42 43 RECEPTACLE EXAM 35 1207 20 A 1 0.2 0.4 1 20 A RECEPTACLE EXAM 27 2265 44 45 RECEPTACLE EXAM 35 1207 20 A 1 0.2 0.4 ,y 1 20 A RECEPTACLE EXAM 27 2265 46 47 RECEPTACLE EXAM 35 1207 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 27 2265 48 49 RECEPTACLE EXAM 32 20 A 1 0.4 0.4 _ 1 20 A RECEPTACLE EXAM 28 2266 50 15 1 RECEPTACLE EXAM 32 20 A 1Bg 0.4 0.4 _ 1 20 A RECEPTACLE EXAM 28 2266 52 53 RECEPTACLE EXAM 32 20 A 1 _ _ __ _ _ 0.4 0.4 1 20 A RECEPTACLE EXAM 28 2266 54 55 RECEPTACLE EXAM 32 20 A 1 0.2 0.2 ._ ._.. 1 20 A I RECEPTACLE EXAM 28 2266 56 57 RECEPTACLE EXAM 33 20 A 1 - 0.4 0.4 .... , 1 20 A RECEPTACLE EXAM 29 1226 58 59 RECEPTACLE EXAM 33 20 A 1 __ a ;; _ �1- 0.4 0.4 1 20 A RECEPTACLE EXAM 29 1226 60 61 RECEPTACLE EXAM 33 20 A 1 0.4 0.4 vv, „ ,„ 1 20 A RECEPTACLE EXAM 29 1226 62 63 RECEPTACLE EXAM 33 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 29 1226 64 65 RECEPTACLE EXAM 34 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 30 1224 66 67 RECEPTACLE EXAM 34 20 A 1 0.4 0.4 „:..c_ _ 1 20 A RECEPTACLE EXAM 30 1224 68 69 RECEPTACLE EXAM 34 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 30 1224 70 71 RECEPTACLE EXAM 34 20 A 1 \ 0.2 0.2 1 20 A RECEPTACLE EXAM 30 1224 72 73 RECEPTACLE EXAM 36 20 A 1 0.4 0.4 _R M 1 20 A RECEPTACLE EXAM 31 1221 74 75 RECEPTACLE EXAM 36 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 311221 76 77 RECEPTACLE EXAM 36 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 311221 78 79 RECEPTACLE EXAM 36 20 A 1 0.2 0.2 = 1 20 A RECEPTACLE EXAM 31 1221 80 81 SPARE 20 A 1 0.0 0 0 1 20 A SPARE 1821 83 SPARE 20 A 1 4„ WNg 1 20 A SPARE 1841 Phase Connected Load: 9.0 kVA 8.6 kVA 8.6 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 26.2 kVA 69.08% 18.1 kVA Total Connected Load: 26.2 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 18.1 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 50 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 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 X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: DESIGN SELECTION: SQUARE 'D' NQOD Name: 1 NLC (NEW NORMAL 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.: 10 AMPS X 208Y/120V Fed From: 1NLDP SURFACE MTD: X 480Y/277V Location: ELEC 1307 FLUSH MTD: 240/120V N C C N o Load Name Trip Poles A B C Poles Trip Load Name O T T 1 RECEPTACLE 20 A 1 0,4 0 2 _ 1 20 A RECEPTACLE EXAM 1106 2 3 IREUEPTACLE 20 A 1 1 ,.. 0.4 0.2 � _ ' 1 20 A I RECEPTACLE EXAM 1106 4 5 1 RECEPTACLE 20 A 1 0.4 0.2 1 20 A RECEPTACLE EXAM 1106 6 7 RECEPTACLE 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 1106 8 9 RECEPTACLE 20 A 1 0.2 0.4 = 1 20 A RECEPTACLE EXAM 10 SECURE HO... 10 11 RECEPTACLE 20 A 1 0.2 0.4 1 20 A RECEPTACLE EXAM 10 SECURE HO... 12 13 RECEPTACLE 20 A 1 0.2 1 20 A RECEPTACLE EXAM 10 SECURE HO... 14 15 RECEPTACLE 20 A 1 - 02 02 _ _ 1 20 A RECEPTACLE EXAM 10 SECURE HO... 16 17 RECEPTACLE FAST TRACK 1024 20 A 1 - 0.4 0.4 1 20 A RECEPTACLE EXAM 15 1111 18 19 RECEPTACLE FAST TRACK 1024 20 A 1 0.2 0.4 = - = 1 20 A RE EPTA LE EX 1111 21 RECEPTACLE FAST TRACK 1024 20 A 1 .,. _._ 0.4 0.4 �_�, 1 20 A RECEPTACLE EXAM 15 1111 22 23 RECEPTACLE FAST TRACK 1024 20 A 1 , .N_...._._ 0.2 0.2 1 20 A RECEPTACLE EXAM 15 1111 24 25 RECEPTACLE FAST TRACK 1023 20 A 1 1 0.4 0 4 rt 1 20 A RECEPTACLE EXAM 14 1113 26 27 RECEPTACLE FAST TRACK 1023 20 A 1 0 2 0.4 � , 1 20 A RECEPTACLE EXAM 14 1113 28 29 RECEPTACLE FAST TRACK 1023 20 A 1 , , , 0.4 0.4 1 20 A RECEPTACLE EXAM 14 1113 30 13 1 RECEPTACLE FAST TRACK 1023 20 A 1 0.2 0.2z 1 20 A RECEPTA EXAM LE C M 14 111 3 3 2 33 RECEPTACLE FAST TRACK 1022 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 13 1114 34 35 RECEPTACLE FAST TRACK 1022 20 A 1 , , 0.2 0.4 1 20 A RECEPTACLE EXAM 13 1114 36 37 RECEPTACLE FAST TRACK 1022 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 13 1114 38 39 RECEPTACLE FAST TRACK 1022 20 A 1 p 0.2 0.2 1 20 A RECEPTACLE EXAM 13 1114 40 41 RECEPTACLE FAST TRACK 1021 20 A 1 w T 0,4 0.2 1 20 A RECEPTACLE EXAM 12 1115 42 43 RECEPTACLE FAST TRACK 1021 20 A 1 0 2 0 2 1 20 A RECEPTACLE EXAM 12 1115 44 45 RECEPTACLE FAST TRACK 1021 20 A 1 = 0.4 0.2 1 20 A RECEPTACLE EXAM 12 1115 46 47 RECEPTACLE FAST TRACK 1021 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 12 1115 48 49 RECEPTACLE EXAM 19 PEDS 1102 2 A 1 4 4 1 2 A RE 51 RECEPTACLE EXAM 19 PEDS 1102 20 A 1 = 0.4 0.4 _ _ �0.4 1 20 A RECEPTACLE EXAM 11 1116 52 53 RECEPTACLE EXAM 19 PEDS 1102 20 A 1 = _ __ 0.4 1 20 A RECEPTACLE EXAM 11 1116 54 55 RECEPTACLE EXAM 19 PEDS 1102 20 A 1 0.2 0.2 _ __�, 1 20 A RECEPTACLE EXAM 11 1116 56 57 RECEPTACLE EXAM 18 PEDS 1103 20 A 1 - _' 0.4 0.4 __ 1 20 A I RECEPTACLE EXAM 2 ISOLATION... 58 59 RECEPTACLE EXAM 1$ PEDS 1103 20 A 1 _ ;, _,. , _ _ _ __.;;: 0.4 0.4 1 20 A RECEPTACLE EXAM 2 ISOLATION... 60 61 RECEPTACLE EXAM 18 PEDS 1103 20 A 1 0.4 0 4 = 1 20 A RECEPTACLE EXAM 2 ISOLATION... 62 63 RECEPTACLE EXAM 18 PEDS 1103 20 A 1 __ �_ 0.2 0.2 1 20 A RECEPTACLE EXAM 2 ISOLATION... 64 65 RECEPTACLE EXAM 17 1108 20 A 1_, 0.4 0.4 1 20 A RECEPTACLE EXAM 3 ISOLATION... 66 67 RECEPTACLE EXAM 17 1108 20 A 1 0.4 0.4 3 , ,�. _ 1 20 A RECEPTACLE EXAM 3 ISOLATION.. , 68 69 RECEPTACLE EXAM 17 1108 20 A 1 71 RECEPTACLE EXAM 17 1108 20 A 1 „ „ , „ ; 0.2 0.2 1 20 A RECEPTACLE EXAM 3 ISOLATION... 72 73 RECEPTACLE EXAM 16 1109 20 A 1 0.4 0.0 _ 1 20 A SPARE 74 75 RECEPTACLE EXAM 16 1109 20 A 1 0.4 0.0 - 1 20 A SPARE 76 77 RECEPTACLE EXAM 16 1109 20 A 1 0.4 0.0 1 20 A SPARE 78 79 RECEPTACLE EXAM 16 1109 20 A 1 0.2 0.0 1 20 A SPARE 80 81 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 82 83 SPARE 20 A 1 µ. 0.0 0.0 1 20 A SPARE 84 Phase Connected Load: 8.0 kVA 8.0 kVA 8.0 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 24.0 kVA 70.83 % 17.0 kVA Total Connected Load: 24.0 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 17.0 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 47 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 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 X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 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 FIRARCRITECTRRE www.tic-engineers.com ©Copyright2o16 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 1���� 11ii10 4 E Al • ii $ •"Y �► o STATE OF o� •• �. Q e �,♦ I • a Iq O Z y t ��it1111110`� Florida Hospital Zephy chills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. M.15.16 CONSTRUCTION DOCUMENTS PANEL SCHEDULE NORMAL BRANCH 1NLDP 1NLA 1ALP 1NLB 1NLC PROD. NO. H-15021.00 SHEET DRAWN MHA E802 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 CL CL 0 - - - -- - ■ 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 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ �s P ■ O ■ N ■ M ■ L ■ K ■ J / ) ■ H ■ G ■ F ■ E ■ D 0 m c 0 m E I ca ■ U w J w 0 c a� C 0 w a a� N w 00 ■ rn 77 U) aV 0 � B U O J co O N U V � IL Lo A D O LO C r U rn a 0 ., EXISTING SQUARE 'D' NF Name: 2BHP (EXISTING NORMAL 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.: 18 AMPS 208Y/120V Fed From: 2HNDP SURFACE MTD: X X 480Y/277V Location: FLUSH MTD: 240/120V N C O N Load Name Trip Poles A B C Poles Trip Load Name o T T T 1 LIGHTS 20 A 1 3.6 0.0 - _ ___ -- -- SPACE 2 3 1 LIGHTS RO 1 AND 2 20 A 1 3.8 0.0 _ _ -- -- SPACE 4 5 LIGHTS CVOR 1 AND 2 20 A 1 3.8 0.0 -- -- SPACE 6 7 LIGHTS 20 A 1 2.1 0.0 M-- .. -- SPACE 8 9 LIGHTS 20 A 1 3.4 0.0 SPACE 10 1 11 LIGHTING - HOSPITAL 20 A 1 _ 0.1 0.0 -- -- SPACE 12 13 SPACE -- -- 0.0 0.0 _.__._ .___.._._ ....._.___:_. -- -- SPACE 14 15 SPACE -- -- `___ ; , ., , „,...,. 0.0 0.0 -- -- SPACE 16 17 SPACE -- -- M.. . 0.0 0.0 -- -- SPACE 18 19 SPACE -- -- 0.0 0.0 SPACE 20 21 SPACE 0.0 0.0 ,,..._ _:' -- -- SPACE 22 23 SPACE -- -- _ __ 0.0 0.0 -- -- SPACE 24 25 SPACE -- -- 0.0 0 0 _ „ -- -- SPACE 26 27 SPACE -- -- 0.0 0.0 = ��__ -- -- SPACE 28 29 SPACE -- -- 0.0 0.0 -- -- SPACE 30 31 SPACE -- -- 0.0 0.0 __ .... - ... -- -- SPACE 32 33 1 SPACE -- -- 0.0 0.0 =__... ..._ , , > -- -- SPACE 34 35 SPACE -- -- - 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 0.0 „ n .,€ -- -- SPACE 38 39 SPACE -- -- 0.0 0.0 -- -- SPACE 40 41 SPACE -- -- = - .......:. , 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 5.7 kVA 7.2 kVA 3.9 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.1 kVA 40.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 16.8 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 16.7 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 20 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 16.7 kVA 100.00% 16.7 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1, CONNECT NEW LOAD TO EXISTING SPARE CIRCUIT. EXISTING SQUARE ' D' NQOD Name: 2NL2 (EXISTING NORMAL 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.: 10 AMPS X 208Y/120V Fed From: LDP SURFACE MTD: 480Y/277V Location: NOURISH 2253 FLUSH MTD: X 240/120V N C C N 0 Load Name Trip Poles A B C Poles Trip Load Name O T T 1 RECEPT 30 A 1 0.2 0.2 1 20 A NOISY RM LIGHTS 2 3 EXHAUST FAN ON CONF 20 A 1 -, _ , ..; 0.4 0.4 ;, .„.„R 1 20 A QUITE RM LIGHTS 4 5 TRAIN UPC 20 A 1 0.2 0.2 1 20 A 104 -111 RM LIGHTS 6 7 RECEPT 20 A 1 0.2 0.4 1 20 A FCU-13,14,15 8 9 RECPT SOUTH HALL 0 Arl __ ___ 0.4 0.8 3 40 A AHU-1 10 11 EXHAUST FAN 0 A 0.2 0.8 -- -- -- 12 13 HANDICAP BATH UTILITY/CLEAN RM A0.4 120 0.8 -- -- -- 14 15 LAUNDY RM WASHER RECEPT 0 A 0.2 0.4 .........: 1 20 A RECEPT 16 17 COUNCIL 207 EXAM 206 RECEPT 20 A 0.4 0.2 1 20 A RECEPT EQUIP RM. 18 19 104-119 RECEPT 20 A 1 0.2 1.4 1 20 A 101-122 RM RECEPT 20 21 114-119 RECEPT 20 A 1 0.4 0.2 2 1 30 A DRYER RECEPT 22 23 EXHAUST FAN 20 A 1 0.2 0.4 -- -- -- 24 25 QUITE RM GFI 20 A 1 0.4 0.2 R 1 20 A RECEPT 26 27 QUITE RM GFI 20 A 1 0.2 0.4 aim 1 20 A RECEPT 28 29 QUITE RM RECEPT 20 A 1 0.4 0.2 1 20 A RECEPT 30 31 RECEPT 20 A 1 0.2 0.4 -_ 1 20 A RECEPT 32 33 1 RECEPT 20 A 1 0.4 0.2 _ ' 1 20 A RECEPT 34 35 RECEPT 20 A 1 0.2 0.0 1 20 A RECEPT 36 37 RECEPT 20 A 1 0.4 0.0 3 20 A SURE PROTECTOR 38 39 RECEPT 20 A 1 :. 0.2 OA . ..=_._.._. ; . -- - -- 40 41 RECEPT 20 A 1 _ = 0.4 0.0 -- -- -- 42 Phase Connected Load: 4.4 kVA 4.6 kVA 3.8 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 12.8 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 12.8 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 36 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 12.8 kVA 100.00% 12.8 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. PANEL TO BE DEMOLISHED. CIRCUITS FEEDING EXAM ROOMS TO BE DEMOLISHED. REFER TO ENLARGED PLANS FOR NEW CIRCUITING INFORMATION. CONTRACTOR IS TO FIELD VERIFY REMAINING EXISTING CIRCUITS TO BE RECIRCUITED TO NEW PANEL 1NLB. DESIGN SELECTION: SQUARE 'D' NF Name: 2NHA (NEW NORMAL 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: MSB SURFACE MTD: X X 480Y/277V Location: ELEC 2220 FLUSH MTD: 240/120V N C C N Load Name Trip Poles A B C Poles Trip Load Name O o T T 1 LIGHTING - HOSPITAL 20 A 1 2.7 10.4 ___ _ _ 3 70 A T-2NLA ABOVE 2 3 SPARE 20 A 1 0.0 9.4 -- -- -- 4 5 SPARE 20 A 1 0.0 9.6 -- -- -- 6 7 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 8 9 SPARE 20 A 1 1N 0.0 0.0 20 A SPARE 10 11 SPARE 20 A 1 �....: ... , .�.., . „ , , , , 0.0 0.0 1 20 A SPARE 12 13 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 14 15 SPARE 20 A 1 <. _ 0.0 „ >-., ___..N 0.0 _._r__..= =MM 1 20 A SPARE 16 17 SPARE 20 A 1 , �„ „ ... ..........:..�� 0.0 0.0 1 20 A SPARE 18 19 SPARE 20 A 1 0.0 0.0 _ 1 20 A SPARE 20 21 SPARE 20 A 1 = = 0.0 0.0 1 20 A SPARE 22 23 SPARE 20 A 1 _ 0.0 0.0 1 1 20 A SPARE 24 25 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 26 27 SPARE 20 A 1 _...- 0.0 0.0 .... ........... 1 20 A SPARE 28 29 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 30 31 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 32 33 SPACE -- -- - 3 0.0 0.0 _. _- -- -- SPACE 34 35 SPACE -- -- 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- ).0 0.0 ,. „s . � ...„,, b ��,„,..�.. . � -- ISPACE 38 39 SPACE -- -- ` .. '..,. = 0.0 0.0 = ...... :.;. - -- SPACE 40 41 SPACE -- -- .._ . 0.0 0.0 - - SPACE 42 Phase Connected Load: 13.1 kVA 9.4 kVA 9.6 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 2.7 kVA 40.00% 1.1 kVA Receptacle 29.4 kVA 67.01 % 19.7 kVA Total Connected Load: 32.1 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 20.8 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 25 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 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 X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: DESIGN SELECTION: SQUARE 'D' NQOD Name: 2NLA (NEW NORMAL BRANCH) MAIN BREAKER: 150 AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS 208Y/120V Fed From: NHA SURFACE MTD: x 480Y/277V Location: ELEC 2220 FLUSH MTD: 240/120V N C C N 0 Load Name Trip Poles A B C Poles Trip Load Name O T T 1 RECEPTACLE PAT RM 2206 20 A 1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2249 2 3 RECEPTACLE PAT RM 2206 20 A 1 „ - .„,;1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2249 4 5 RECEPTACLE PAT RM 2206 20 A 1 = _ 0.4 0.4 1 20 A RECEPTACLE PAT RM 2249 6 7 RECEPTACLE PAT RM 2206 20 A 1 0.2 0.2 , , , , , , , 1 20 A RECEPTACLE PAT RM 2249 8 9 RECEPTACLE PAT RM 2208 20 A 1 0.4 0.4 _ __ - _ 1 20 A RECEPTACLE PAT RM 2247 10 11 RECEPTACLE PAT RM 2208 20 A 1 HE, ____ _ _ _____ _:,: 0.4 0.4 1 1 20 A RECEPTACLE PAT RM 2247 12 13 RECEPTACLE PAT RM 2208 20 A 1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2247 14 15 RECEPTACLE PAT RM 2208 20 A 1 - 0.2 0.2 1 20 A RECEPTACLE PAT RM 2247 16 17 RECEPTACLE PAT RM 2212 20 A 1 - 0.4 0.4 1 20 A RECEPTACLE PAT RM 2245 18 19 RECEPTACLE PAT RM 2212 20 A 1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2245 20 21 RECEPTACLE PAT RM 2212 20 A 1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2245 22 23 1 RECEPTACLE PAT RM 2212 20 A 1 0.2 0.2 1 20 A RECEPTACLE PAT RM 2245 24 25 RECEPTACLE PAT RM 2214 20 A 1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2243 26 27 RECEPTACLE PAT RM 2214 20 A 1 0.4 0.4 M 1 20 A RECEPTACLE PAT RM 2243 28 29 RECEPTACLE PAT RM 2214 20 A 1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2243 30 31 RECEPTACLE PAT RM 2214 20 A 1 1 0.2 0.2 1 20 A RECEPTACLE PAT RM 2243 32 33 RECEPTACLE PAT RM 2216 20 A 1 0.4 1 20 A RECEPTACLE PAT RM 2241 34 35 RECEPTACLE PAT RM 2216 20 A 1 IMMUM __9.4 0.4 0.4 1 20 A RECEPTACLE PAT RM 2241 36 37 RECEPTACLE PAT RM 2216 20 A 1 0 4 0.4 1 20 A RECEPTACLE PAT RM 2241 38 39 RECEPTACLE PAT RM 2216 20 A 1 0.2 0.2 _ �e 1 20 A RECEPTACLE PAT RM 2241 40 41 RECEPTACLE PAT RM 2218 20 A 1 _ _ __ 0.4 0.8 1 20 A RECEPTACLE OFFICE 2201 42 43 RECEPTACLE PAT RM 2218 20 A 1 0.4 0.8 1 20 A RECEPTACLE S-LOUNGE 2202 44 45 RECEPTACLE PAT RM 2218 20 A 1 0.4 0.2 1 20 A RECEPTACLE S-LOUNGE 2202 REF 46 47 RECEPTACLE PAT RM 2218 20 A 1 0.2 02 1 20 A RECEPTACLE S-LOUNGE 2202 COFFEE 48 49 RECEPTACLE PAT RM 2231 20 A 1 0.4 0.6 „ , 1 20 A RECEPTACLE MULTI PURPOSE RM... 50 51 RECEPTACLE PAT RM 2231 20 A 1 @1M 0.4 0.2 _ 1 20 A RECEPTACLE MULTI PURPOSE RM... 52 53 RECEPTACLE PAT RM 2231 20 A 1 ,.^ 0 4 0 2 1 20 A RECEPTACLE MULTI PURPOSE RM... 54 55 RECEPTACLE PAT RM 2231 20 A 1 0.2 0 2 1 20 A RECEPTACLE MULTI PURPOSE RM... 56 57 1 RECEPTACLE PAT RM 2233 20 A 1 - 0.4 1.0 - 1 20 A RECEPTACLE CORR 22E3 58 59 RECEPTACLE PAT RM 2233 20 A 1 = _ 0.4 0.8 1 20 A RECEPTACLE JAN 2205 60 61 RECEPTACLE PAT RM 2233 20 A 1 0.4 0.8 20 A RECEPTACLE NURSE STATION 2223 62 63 RECEPTACLE PAT RM 2233 20 A 1 = _ 0.2 0.8 >_, 1 20 A RECEPTACLE OFFICE 2224 64 65 RECEPTACLE PAT RM 2235 20 A 1 - 0.4 0.6 1 20 A RECEPTACLE SOIL 2225 66 67 RECEPTACLE PAT RM 2235 20 A 1 0.4 0.2 R 1 20 A RECEPTACLE EQUIP 2226 68 69 RECEPTACLE PAT RM 2235 20 A 1 0.4 0.2 :.:;.. 1 20 A RECEPTACLE EQUIP 2226 70 71 RECEPTACLE PAT RM 2235 20 A 1 REM 2 0.2 0.2 1 20 A RECEPTACLE EQUIP 2226 72 73 RECEPTACLE PAT RM 2251 20 A 1 0.4 0.6 - 1 20 A RECEPTACLE CORR 22E4 74 75 RECEPTACLE PAT RM 2251 20 A 1 0.4 0.0 _ 1 20 A SPARE 76 77 RECEPTACLE PAT RM 2251 20 A 1 _ __ 0.4 0.0 1 20 A SPARE 178, 79 RECEPTACLE PAT RM 2251 20 A 1 0.2 0.0 1 20 A SPARE 80 81 SPARE 20 A 1 0.0 0.0 - 1 20 A SPARE 82 83 SPARE 20 A 1 _ 0.0 0.0 1 20 A ISPARE 84 Phase Connected Load: 10.4 kVA 9.4 kVA 9.6 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 29.4 kVA 67.01 % 19.7 kVA Total Connected Load: 29.4 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 19.7 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 55 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 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 X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: EXISTING SQUARE 'D' NQOD Name: 2ALP (EXISTING NORMAL 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.: 10 AMPS X 208Y/120V Fed From: 2LNDP SURFACE MTD: X 480Y/277V Location: FLUSH MTD: 240/120V N C C N 0 Load Name Trip Poles A B C Poles Trip Load Name O T T 1 RECEPTACLES RMS 218, 219, 220, 221 20 A 1 0.0 0.0 4 - -- SPACE 2 3 RECEPTACLES RM S 207, 219 20 A 1 0.0 0 0 -- -- SPACE 4 5 RECEPTACLE ELEV LOBBY 2101 20 A 1 ._ , , Y: 1.0 0.0 -- -- SPACE 6 7 SPACE -- -- 0.0 0.0 , , ... >;;, _ _ -- -- SPACE 8 9 SPACE -- = 0.0 11 SPACE -- _0.0... 0.0 0.0 -- -- SPACE 12 13 SPACE -- -- 0 0 .- _. _ _.�; _.... ; _�: ._ -- -- SPACE 14 15 SPACE -- = 0.0 0.0 :' -- -- SPACE 16 17 SPACE -- 0.0„ 0.0 -- -- SPACE 18 M --..�_.... ---__ ____._. _::._. -- -- SPACE 20 21 SPACE -- „ _ ., _ 0.0 0.0 23 SPACE -- = 0.0 0.0 -- -- SPACE 24 25 SPACE -- -- 0.0 0.0 n,:�', .. _;' ti�:r �; -- -- SPACE 26 27 SPACE - 0.0 0 0 -- -- SPACE 28 29 SPACE __ _...._ SPACE 30 31 SPACE 33 SPACE -- = 0.0 0.0 35 SPACE -- 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 0.0 s. s _; s ,._; -- -- SPACE 38 39 SPACE -- 0.0 0.0 = _._....::__... -- -- SPACE 40 41 SPACE -- = __..... w 0.0 0.0 -- -- SPACE 42 43 _;;y _ _ ___ _ _ 44 45 __ : _ - 46 47 48 49 _ - 50 51 -.. :_.._.... 52 53 54 55 _ 56 57 58 59 60 611 1 1 62 63 64 65 66 67 __ __ 68 69 70 71 - 72 73 - 74 75MUM 76 77 78 79 80 81 ia 82 83 84 Phase Connected Load: 0.0 kVA 0.0 kVA 1.0 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 1.0 kVA 100.00% 1.0 kVA Total Connected Load: 1.0 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 1.0 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 3 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 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 X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: [a 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGIN EERIN G Fax: 407-540-0234 FIR ARCRIiECTI RE www.tic-engineers.com ©Copyrighl2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 a01t��t�ae,l�o�,® • roro •� 140 OV- �9••• giAT �� lD Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS PANEL SCHEDULES NORMAL BRANCH 2BHP 2NHA 2ALP 2NL2 2NLA PROJ. NO. H-15021.00 SHEET DRAWN MHA E803 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/Fox www.huntonbrody.corn License AAC001744 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 1 R ■ S P ■ O ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D 0 Cn 0 M E �I ■ U u1 J W 0 c a� 0 C w s n N 2 00Ln ■ v a� 0 2 B U 0 J O N U N � IL U � :? o c v A 2 LO cn o m o C D U L rn T Q 0 (1 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: ATS-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 19.1 250 A 3 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 1CLDP VIA T-1CLDP 61.6 175 A 3 11 12 13 14 15 16 Total Connected Load: 145.7 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 8.3 kVA 40.00% 3.3 kVA Receptacle 61.2 kVA 58.17% 35.6 kVA Total Connected Load: 145.7 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 115.0 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 138 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 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. 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: 1HCBDP K.A.I.C.: 25 AMPS Location: ELEC 1307 SURGACE MTD: X FLUSH MTD: 208/120V X 480Y/277V 240/120V C N K O T ad T Identification (kVA) Trip Poles E N S 0 1 1CLA 26.2 125 A 3 2 1CLB 10.6 125 A 3 3 1CLC 24.8 125 A 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Total Connected Load: 61.6 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 61.2 kVA 58.17% 35.6 kVA Total Connected Load: 61.6 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 36.0 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 100 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.4 kVA 100.00% 0.4 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: DESIGN SELECTION: SQUARE 'D' NQOD MAIN BREAKER: MAIN LUGS: K.A.I.C.: SURFACE MTD: FLUSH MTD: AMPS 225 AMPS 10 AMPS X Name: 3 POLE 3 PHASE Project Name: 4 WIRE Project Number: X 208Y/120V Fed From: 480Y/277V Location: 240/120V 1 CLA (NEW CRITICAL BRANCH) FH Zeph ED Reno 115498 1CLDP ELEC 1307 N o C T Load Name Trip Poles A B C Poles Trip Load Name C T N o 1 RECEPTACLE TRIAGE 1012 20 A 1 0.4 0.4 , 1 20 A RECEPTACLE EXAM 22 1243 2 3 RECEPTACLE TRIAGE 1012 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 22 1243 4 5 RECEPTACLE TRIAGE 1012 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 22 1243 6 7 RECEPTACLE TRIAGE 1012 20 A 1 0.2 0.2 _ 1 20 A RECEPTACLE EXAM 22 1243 8 9 RECEPTACLE TRIAGE 1013 20 A 1 _ 0.4 0.4 _ ___ _ - 1 20 A RECEPTACLE EXAM 24 1245 10 11 RECEPTACLE TRIAGE 1013 20 A 1 0.4 0.44 1. 20 A RECEPTACLE EXAM 24 1245 12 13 RECEPTACLE TRIAGE 1013 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 24 1245 14 15 RECEPTACLE TRIAGE 1013 20 A 1 _ 0.2 0.2 1 20 A RECEPTACLE EXAM 24 1245 16 17 RECEPTACLE SPACE 2262 20 A 1 =, . , , , , , 0.4 0.4 1 20 A RECEPTACLE EXAM 26 1247 18 19 RECEPTACLE SPACE 2262 20 A 1 0.4 0.4 1 120 A RECEPTACLE EXAM 26 1247 20 21 RECEPTACLE SPACE 2262 20 A 1 ,- � 0.4 0.4 ME 1 20 A RECEPTACLE EXAM 26 1247 22 23 RECEPTACLE SPACE 2262 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 26 1247 24 25 RECEPTACLE EXAM 23 2263 20 A 1 0.4 1 0.2 „ ; 1 20 A RECEPTACLE EXAM 38 1203 26 27 RECEPTACLE EXAM 23 2263 20 A 1 0.4 0.2 1 20 A RECEPTACLE EXAM 38 1203 28 29 RECEPTACLE EXAM 23 2263 20 A 1 0.4 0.2 1 20 A RECEPTACLE EXAM 38 1203 30 31 RECEPTACLE EXAM 2 22 3 63 20 A 1 0 2 0.2 1 20 A RECEPTACLE EXAM 38 1203 32 33 RECEPTACLE EXAM 25 2264 20 A 1 0.4 0.2 20 A RECEPTACLE EXAM 37 1205 34 35 RECEPTACLE EXAM 25 2264 20 A 1 0.4 0.2 1 20 A RECEPTACLE EXAM 37 1205 36 37 RECEPTACLE EXAM 25 2264 20 A 1 0.4 0.2 1 20 A RECEPTACLE EXAM 37 1205 38 39 1 RECEPTACLES EXAM 25 2264 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 37 1205 40 41 RECEPTACLE EXAM 27 2265 20 A 1 _ -_ 0.4 0.2 1 20 A RECEPTACLE EXAM 35 1207 42 43 RECEPTACLE EXAM 27 2265 20 A 1 0.4 0.2 ,, _ `0.2 1 20 A RECEPTACLE EXAM 35 1207 44 45 RECEPTACLE EXAM 27 2265 20 A 1 0.4� - ..M ..., b......., 1 20 A RECEPTACLE EXAM 35 1207 46 47 RECEPTACLE EXAM 27 2265 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 35 1207 48 49 RECEPTACLE EXAM 28 2266 20 A 1 0.4 0.4 j 1 20 A RECEPTACLE EXAM 32 50 51 RECEPTACLE EXAM 28 2266 20 A 1 µ 0.4 0.4 1 20 A RECEPTACLE EXAM 32 52 53 RECEPTACLE EXAM 28 2266 20 A 1 _._ „- ., W_= ,. 0.4 0.4 1 20 A RECEPTACLE EXAM 32 54 55 RECEPTACLE EXAM 28 2266 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 32 56 57 RECEPTACLE EXAM 29 1226 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 33 58 59 RECEPTACLE EXAM 29 1226 20 A 1 ...... _ 0.4 0.4 1 20 A RECEPTACLE EXAM 33 60 61 RECEPTACLE EXAM 29 1226 20 A 1 0.4 0.4 rtr, , , 1 20 A RECEPTACLE EXAM 33 62 63 RECEPTACLE EXAM 29 1226 20 A 1 0.2 0.2 _ -, _ 1 20 A RECEPTACLE EXAM 33 64 65 1 RECEPTACLE EXAM 30 1224 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 34 66 67 RECEPTACLE EXAM 30 1224 20 A 1 1 0.4 0.4 _.. - 1 20 A RECEPTACLE EXAM 34 68 69 RECEPTACLE EXAM 30 1224 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 34 70 71 RECEPTACLE EXAM 30 1224 20 A 1 , , , , , „ 0.2 0.2 1 20 A RECEPTACLE EXAM 34 72 73 RECEPTACLE EXAM 31 1221 20 A 1 0.4 0.4 _ -0.4 1 20 A RECEPTACLE EXAM 36 74 75 RECEPTACLE EXAM 31 1221 20 A 1 0.4 _ ` 1 20 A RECEPTACLE EXAM 36 76 77 RECEPTACLE EXAM 31 1221 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 36 78 79 RECEPTACLE EXAM 31 1221 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 36 80 81 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 82 83 SPARE 20 A 1 -. .. , , , , 0.0 0.0 1 20 A SPARE 84 Phase Connected Load: Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit Notes: 9.0 kVA 1 8.6 kVA 8.6 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... 0.0 kVA 0.00% 0.0 kVA 26.2 kVA 69.08% 18.1 kVA Total Connected Load: 26.2 kVA 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 18.1 kVA 0.0 kVA 0.00% 0.0 kVA Demand Amps: 50 A 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 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: 1HCBDP SURFACE MTD: X X 480Y/277V Location: FLUSH MTD: 240/120V N C C N Load Name Trip Poles A B C Poles Trip Load Name O o T T 1 LIGHTING (LTG) 20 A 1 2.5 1.2 _ 1 20 A BED LIGHTING EXAM ROOMS 2 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 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 _N 1.8 1 0.0 -- -- SPACE 12 1 13 LIGHTING - EXAM ROOMS 20 A 1 1.8 0.0 T tir �= -- -- SPACE 14 1 15 LIGHTING -HOSPITAL 20 A 1 1.6 0.0 -- SPACE 16 1 17 LIGHTING - HOSPITAL EXAM 1106 20 A 1 1.2 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 = 1.1 0.0 _ -- -- SPACE 22 23 SPACE -- - 0.0 0.0 -- -- SPACE 24 25 SPACE -- -- 0,0 0.0 -- -- SPACE 26 27 SPACE = 0.0 0.0 -- -- SPACE 28 29 SPACE -- -- = = = 0.0 0.0 -- -- SPACE 30 31 SPACE -- -- 0.0 1 0.0 pp Jgm' ISPACE 32 33 SPACE - -- 0.0 0.0 -- -- SPACE 34 35 SPACE -- -- „77791. 0.0 0.0 -- -- SPACE 36 37 SPACE - - 0.0 0.0 ...� _ �_;>_ -:�_ '? -- -- SPACE 38 39 SPACE -- -- _= 0.0 0.0 -- -- SPACE 40 41 SPACE -- - _. 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 7.4 kVA 8.3 kVA 3.4 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 8.3 kVA 40.00% 3.3 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 19.1 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 14.0 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 17 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 10.7 kVA 100.00 % 10.7 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. DESIGN SELECTION: SQUARE 'D' NQOD MAIN BREAKER: MAIN LUGS: K.A.I.C.: SURFACE MTD: FLUSH MTD: AMPS 225 AMPS 10 AMPS X Name: 3 POLE 3 PHASE Project Name: 4 WIRE Project Number: X 208Y/120V Fed From: 480Y/277V Location: 240/120V 1 C LC (NEW CRITICAL BRANCH) FH Zeph ED Reno 115498 1CLDP ELEC 1307 N 0 C T Load Name Trip Poles A B C Poles Trip Load Name C T N o 1 RECEPTACLE EXAM 16 1109 20 A 1 0.4 0.4 1 20 A RECEPTACLE 2 3 RECEPTACLE EXAM 16 1109 20 A 1 0.4 0.4 ,,. 1 20 A RECEPTACLE 4 5 RECEPTACLE EXAM 16 1109 20 A 1 20 A RECEPTACLE 6 7 RECEPTACLE EXAM 16 1109 20 A 1 0.2 0.2 ` , , ;; .,, ;, 1 20 A RECEPTACLE 8 9 RECEPTACLE EXAM 15 1111 20 A 1 - 0.4 0.2 = 1 20 A RECEPTACLE 10 11 RECEPTACLE EXAM 15 1111 20 A 1 0.4 0.2 1 20 A RECEPTACLE 12 13 RECEPTACLE EXAM 15 1111 20 A 1 0.4 0.2 1 20 A RECEPTACLE 14 15 RECEPTACLE EXAM 15 1111 20 A 1 � �' 0.2 0.2_,_ 1 20 A RECEPTACLE 16 17 RECEPTACLE EXAM 14 111 3 20 A 1 - 0.4 0.4 1 20 A RECEPTACLE FAST TRACK 1024 18 19 RECEPTACLE EXAM 14 1113 20 A 1 0.4 0.4 _ 1 20 A RECEPTACLE FAST TRACK 1024 20 21 RECEPTACLE EXAM 14 1113 20 A 1 0.4 0.4 1 20 A RECEPTACLE FAST TRACK 1024 22 23 RECEPTACLE EXAM 14 1113 20 A 1 _ _ 0 2 0.2 1 20 A RECEPTACLE FAST TRACK 1024 24 25 RECEPTACLE EXAM 10 SECURE HO... 20 A 1 0.4 0.4 1 20 A RECEPTACLE FAST TRACK 1023 26 27 RECEPTACLE EXAM 10 SECURE HO... 20 A 1 0 4 0.4 _ 1 20 A RECEPTACLE FAST TRACK 1023 28 29 RECEPTACLE EXAM 10 SECURE HO... 20 A 1 0.4 0.4 1 20 A RECEPTACLE FAST TRACK 1023 30 31 RECEPTACLE EXAM 10 SECURE HO... 20 A 1 0.2 0.2 1 120 A RECEPTACLE FAST TRACK 1023 32 33 RECEPTACLE EXAM 13 1114 20 A 1 0.4 0 4 MMEM 1 20 A RECEPTACLE FAST TRACK 1022 34 35 RECEPTACLE EXAM 13 1114 20 A 12M 0.4 0.4 1 20 A RECEPTACLE FAST TRACK 1022 36 37 RECEPTACLE EXAM 13 1114 20 A 1 0.4 0.4 ME 1 20 A RECEPTACLE FAST TRACK 1022 38 39 RECEPTACLE EXAM 13 1114 20 A 1 0.2 0.2 gin 1 20 A RECEPTACLE FAST TRACK 1022 40 41 RECEPTACLE EXAM 12 1115 20 A 1 _ _ __ = 0.2 0.4 1 20 A RECEPTACLE FAST TRACK 1021 42 43 RECEPTACLE EXAM 12 1115 20 A 1 0.2 1 0.4 _. 1 20 A RECEPTACLE FAST TRACK 1021 44 45 RECEPTACLE EXAM 12 1115 20 A 1 „ ,_ , 0.2 0.4 , , ;, 1 20 A RECEPTACLE FAST TRACK 1021 46 47 RECEPTACLE EXAM 12 1115 20 A 1 _., , 0.2 1 0.2 1 20 A RECEPTACLE FAST TRACK 1021 48 49 RECEPTACLE EXAM 11 1116 20 A 1 0.4 0.4 r,; -, 1 20 A RECEPTACLE EXAM 19 PEDS 1102 50 51 RECEPTACLE EXAM 11 1116 20 A 1 = _ 0.4 0.4 1 20 A RECEPTACLE EXAM 19 PEDS 1102 52 53 RECEPTACLE EXAM 11 1116 20 A 1_ _.._ ... _ ._ ;_ 0.4 0.4 1 1 20 A RECEPTACLE EXAM 19 PEDS 1102 54 55 RECEPTACLE EXAM 11 1116 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 19 PEDS 1102 56 57 RECEPTACLE EXAM 2 ISOLATION... 20 A 1 _ _ .._...: ._; 0.4 0.4� _ 1 20 A RECEPTACLE EXAM 18 PEDS 1103 58 59 RECEPTACLE EXAM 2 ISOLATION... 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 18 PEDS 1103 60 61 RECEPTACLE EXAM 2 ISOLATION... 20 A 1 0.4 0.4 „ . h_ ,', 1 20 A RECEPTACLE EXAM 18 PEDS 1103 62 63 RECEPTACLE EXAM 2 ISOLATION... 20 A 1 - 'w -,_ 0.2 0.2 1 20 A RECEPTACLE EXAM 18 PEDS 1103 64 65 1 RECEPTACLE EXAM 3 ISOLATION... 20 A 1 0.4 1 0.4 1 20 A RECEPTACLE EXAM 17 1108 66 67 1 RECEPTACLE EXAM 3 ISOLATION... 20 A 1 0.4 0.4 1 20 A RECEPTACLE EXAM 17 1108 68 69 RECEPTACLE EXAM 3 ISOLATION... 20 A 1 „ 0.4 0.4 1 20 A RECEPTACLE EXAM 17 1108 70 71 RECEPTACLE EXAM 3 ISOLATION... 20 A 1 0.2 0.2 1 20 A RECEPTACLE EXAM 17 1108 72 73 SPARE 20 A 1 0.0 0.2 __ 1 20 A RECEPTACLE EXAM 1106 74 75 SPARE 20 A 1 - 0.0 0.2 1 20 A RECEPTACLE EXAM 1106 76 77 SPARE 20 A 1 0.0 0.2 1 20 A RECEPTACLE EXAM 1106 78 79 SPARE 20 A 1 0.0 0.2 1 20 A RECEPTACLE EXAM 1106 80 81 SPARE 20 A 1 1 0.0 0.0 _: 1 20 A SPARE 82 83 SPARE 20 A 1 1 "MMM 0.0 0.0 1 20 A SPARE 84 Phase Connected Load: Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit Notes: 8.4 kVA 8.2 kVA 8.2 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... 0.0 kVA 0.00% 0.0 kVA 24.8 kVA 70.16% 17.4 kVA Total Connected Load: 24.8 kVA 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 17.4 kVA 0.0 kVA 0.00% 0.0 kVA Demand Amps: 48 A 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 1 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 13 ■ 14 13 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 E I R ARCRITECTRRE www.tic-engineers.com ©Copyright2016 TLC Engineering forArchitecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 ♦♦♦,e'1*a� � e o'er®�.�® •. ti e ��•*`y� \,AGE N SF •"; 9,9®®'® z ram' N° s6r504 ��•% ® TpTE F �® S 2e p •. p �. b o C� r N P,®♦®♦♦ Florida Hospital zephyrhZlls EMERGENCY ROOM RENOVATION Huntu-n : ► A R C H I T E C T DATE SUBMISSION NO. �4.15.16 CONSTRUCTION DOCUMENTS PANEL SCHEDULE CRITICAL BRANCH 1HCBDP 1CLDP 1HCB 1CLA 1CLC PROJ. NO. H-15021.00 SHEET DRAWN MH,A E804 ■ 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 AACC _-- I _.-._��,.. 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 t 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ P ■ O ■ N ■ M ■ L ■ K ■ J H ■ G ■ F ■ E ■ D O n3 c 0 m E ■ U w J w 0 c m C 0 w L a a� N 2 00 ■ M a� a 0 m B U 0 J c2 0 N w U N a O c � A LO Q -a o f0 N m LO C Z: O � C O U L a 0 EXISTING SQUARE 'D' NQOD Name: 1 ALCB (EXISTING CRITICAL BRANCH) MAIN BREAKER: 150 AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: AMPS X 208Y/120V Fed From: 1HCBDP SURFACE MTD: X 480Y/277V Location: CORR 1105 FLUSH MTD: 240/120V O C C p T Load Name Trip Poles A B C Poles Trip Load Name T T T 1 IDF EQUIPMENT E105 20 A 1 0.4 0.2 , _ 1 20 A EXAM RM 107 RECEPTACLE 2 3 IDF EQUIPMENT E105 20 A 1 ... ,...... = .. 0.4 0.2 _ 1 20 A EXAM RM 107 RECEPTACLE 4 5 CORRIDOR 197 RECEPTACLES 20 A 1 _ 0.2 0.2 1 20 A EXAM RM 107 RECEPTACLE 6 7 EXAM RM 140 RECEPTACLE 20 A 1 0.`2 0. .2 WE 1 20 A EXAM RM 108 RECEPTACLE 8 9 EXAM RM 140 RECEPTACLE 20A 1 „ 0 2 0.2 ME 1 20 A EXAM RM 108 RECEPTACLE 10 11 EXAM RM 140 RECEPTACLE 20 A 1 „ „ „ , _ , 0.2 0.2 1 20 A EXAM RM 108 RECEPTACLE 12 13 EXAM RM 140 RECEPTACLE 20 A 1 0.2 0.2 , , , ,-� , , _ , , �; , 1 20 A EXAM RM 108 RECEPTACLE 14 15 EXAM RM 141 RECEPTACLE 20 A 1 - = 0.2 0.2 - 1 20 A EXAM RM 108 RECEPTACLE E C 1 6 17 EXAM RM 141 RECEPTACLE 20 A 1 _�_.:__._ 0.2 0.2 1 20 A EXAM RM 108 RECEPTACLE 18 19 EXAM RM 142 RECEPTACLE 20 A 1 0.2 0.2 1 20 A EXAM RM 109 RECEPTACLE 20 21 EXAM RM 142 RECEPTACLE 20 A 1 0.2 0.2 1 20 A EXAM RM 109 RECEPTACLE 22 23 EXAM RM 142 RECEPTACLE 20 A 1 _„ �•; 0.2 0.2 1 20 A EXAM RM 109 RECEPTACLE 24 25 EXAM RM 143 RECEPTACLE 20 A 1 0.2 0.2 __ 1 20 A EXAM RM 109 RECEPTACLE 26 27 EXAM RM 143 RECEPTACLE 20 A 1 - 0.2 0.2 gM _ __,,k 1 20 A EXAM RM 109 RECEPTACLE 28 29 EXAM RM 143 RECEPTACLE 20 A 1 0.2 0.2 1 20 A EXAM RM 109 RECEPTACLE 30 31 EXAM RM 144 RECEPTACLE 20 A 1 0.2 0.2 _. 1 20 A EXAM RM 110 RECEPTACLE 32 33 EXAM RM 144 RECEPTACLE 20 A 1 _:� _,_... ��__..' 0.2 0.2 � �� 1 20 A EXAM RM 110 RECEPTACLE 34 35 EXAM RM 144 RECEPTACLE 20 A 1 µ , , 0.2 0.2 1 20 A EXAM RM 110 RECEPTACLE 36 37 EXAM RM 145 RECEPTACLE 20 A 1 0.2 0.2 ___ __ 1 20 A EXAM RM 110 RECEPTACLE 38 39 EXAM RM 145 RECEPTACLE 20 A 1 .� , •, ,_. 0.2 0.2 „. 1 20 A EXAM RM 110 RECEPTACLE 40 41 EXAM RM 145 RECEPTACLE 20 A 1 0.2 0.2 1 20 A EXAM RM 110 RECEPTACLE 42 43 RECEPTACLES RM 146 20 A 1 0.2 0.2 -= ,, 1 20 A EXAM RM 112 RECEPTACLE 44 45 RECEPTACLES RM 146 20 A 1 .,_ � 0.2 0.2 "' '„ ` 1 20 A EXAM RM 112 RECEPTACLE 46 47 RECEPTACLES RM 146 20 A 1 0.2 0.2 1 20 A EXAM RM 112 RECEPTACLE 48 49 RECEPTACLES RM 119 20 A 1 0,2 0.2 E T, „ _,,_ 1 20 A NURSE STATION 118 RECEPTACLE 50 51 RECEPTACLES RM 119 20 A 1 = 0.2 0.2 ME 1 20 A NURSE STATION 118 RECEPTACLE 52 53 RECEPTACLES RM 119 20 A 1 0.2 0.0 1 20 A SPARE 54 55 RECEPTACLES RM 127 20 A 1 0.2 0.2 _ _ 1 20 A MEDICAL RM 135 REFRIG RECEP 56 57 RECEPTACLES RM 127 20 A 1 ___ 0.2 0.2 _ _ " 1 20 A NURSE STATION 118 RECEP 58 59 RECEPTACLES RM 127 20 A 1 = A __ _ __=, 0.2 0.2 1 20 A NURSE STATION 118 RECEP 60 61 EXAM RM 128 RECEPTACLES 20 A 1 0.2 0.2-MM1 20 A NURSE STATION 138 RECEP 62 63 EXAM RM 128 RECEPTACLES 20 A 1 0.2 0.2 1 20 A NURSE STATION 138 RECEP 64 65 EXAM RM 128 RECEPTACLES 20 A 1 0.2 0.4 1 1 20 A REC RM 107, 108 66 67 EXAM RM 129 RECEPTACLES 20 A 1 0.2 0.4 „ , _ .: 1 20 A REC RM 108, 109 68 69 EXAM RM 129 RECEPTACLES 20 A 1 „ ` , -_- 0.2 0.2 „ 1 20 A REC RM 140 70 71 EXAM RM 129 RECEPTACLES 20 A 1 0.2 0.4 1 20 A REC RM 141, 142 72 73 RECEPTACLES RM 109, 110 20 A 1 0.4 0.4 20 A REC RM 143, 144 74 75 RECEPTACLES RM 110, 112 20 A 1 • , ,; v 0.4 0.4 ' . , . 1 20 A REC RM 145, 146 76 77 RECEPTACLES RM 113 20 A 1 _ �9 0.2 0.2 1 20 A REC RM 129 78 79 SPARE 20 A 1 0.0 0.6 ___ _ 1 20 A REC RM 119, 127, 128 80 81 SPARE 20 A 1 77= _. <____ ___;,___ 0.0 0.0Elm 1 20 A SPARE 82 83 SPARE 20 A 1 - 0.0 0.0 1 20 A SPARE 84 Phase Connected Load: 6.6 kVA 5.8 kVA 5.4 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 17.8 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 17.8 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 49 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 17.8 kVA 100.00% 17.8 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. PANEL TO BE DEMOLISHED. CIRCUITS FEEDING EXAM ROOMS TO BE DEMOLISHED. REFER TO ENLARGED PLANS FOR NEW CIRCUITING INFORMATION. CONTRACTOR IS TO FIELD VERIFY REMAINING EXISTING CIRCUITS TO BE RECIRCUITED TO NEW PANEL 1CLB. DESIGN SELECTION: SQUARE 'D' NF Name: 2CHA (NEW 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: ECB SURFACE MTD: X X 480Y/277V Location: ELEC 2220 FLUSH MTD: 240/120V C C � o T Load Name Trip Poles A B C Poles Trip Load Name T T T 1 T-2CLA ABOVE 70 A 3 9.0 2.4 - _ 1 20 A RECEPTACLE PAT RM 2206 2 3 - - -- �� � 9.2 2.4 i 1 20 A RECEPTACLE PAT RM 2214 4 5 -- - -- _ 10.0 2.4 1 20 A RECEPTACLE PAT RM 2231 6 7 LIGHTING -HOSPITAL 20 A 1 1.8 2.4 „ „ ;, >r 1 20 A RECEPTACLE PAT RM 8 9 SPARE 20 A 1 0.0 2.4 1 20 A RECEPTACLE PAT RM 10 11 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 12 13 1 SPARE 20 A 1 0.0 00 1 20 A SPARE 14 15 SPARE 20 A 1 µRK 0.0 0.0 1 20 A SPARE 16 17 SPARE 20 A 1 _ 0.0 0.0 1 20 A SPARE 18 19 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 20 21 SPARE 20 A 1 0 0 0. 0 1 20 A SPARE 22 23 SPARE 20 A 1 _.. 0.0 0.0 1 20 A SPARE 24 25 SPARE 20A 1 0.0 0.0 V 1 20 A SPARE 26 27 SPARE 20 A 1 - 0.0 0.0 1 20 A SPARE 28 29 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 30 31 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 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 39 SPACE -- -- -; : 0.0 0.0 ' -- -- SPACE 40 41 SPACE -- -- 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 15.6 kVA 14.0 kVA 12.4 kVA CONN.. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 13.8 kVA 40.00% 5.5 kVA Receptacle 28.0 kVA 67.86% 19.0 kVA Total Connected Load: 42.0 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 24.7 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 30 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.2 kVA 100.00% 0.2 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: EXISTING SQUARE 'D' NQOD Name: 1 CLCB (EXISTING CRITICAL BRANCH) MAIN BREAKER: 100 AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 1HCBDP SURFACE MTD: 480Y/277V Location: CLEAN 1228 FLUSH MTD: X 240/120V N C C N oK Load Name Trip Poles A B C Poles Trip Load Name K O T T T 1 BED LOCATOR RECEPT. E-104 20 A 1 0.4 0 4 e 1 20 A BED LOCATOR RECEPT. El 12 2 3 BED LOCATOR RECEPT. E-104 20 A 1 0.2 0.2 1 20 A BED LOCATOR RECEPT. El 12 4 5 BED LOCATOR RECEPT. E-104 20 A 1 - 0.2 0.2 1 20 A BED LOCATOR RECEPT. El 12 6 7 BED LOCATOR RECEPT. E-105 20 A 1 0.2 0.2 _R1MM____N 1 20 A BED LOCATOR RECEPT. El 16 8 9 BED LOCATOR RECEPT. E-105 20 A 1 _ 0.4 0 4 _ 1 20 A BED LOCATOR RECEPT. E116 10 11 BED LOCATOR RECEPT. E-105 20 A 1 - 0.2 0.2 1 20 A BED LOCATOR RECEPT. El 16 12 13 BED LOCATOR RECEPT. E-106 20 A 1 0.2 0.2 1 20 A BED LOCATOR RECEPT. El 17 14 15 BED LOCATOR RECEPT. E-106 20 A 1 0.2 0.2 ffiffi 1 20 A BED LOCATOR RECEPT. El 17 16 17 BED LOCATOR RECEPT. E-106 20 A 1 0.4 0.4 1 20 A BED LOCATOR RECEPT. E117 18 19 BED LOCATOR RECEPT. E-109 20 A 1 0.4 0.4 1 20 A BED LOCATOR RECEPT. E118 20 21 BED LOCATOR RECEPT. E-109 20 A 1 0.2 0.2 ... .......:__..' 1 20 A BED LOCATOR RECEPT. E118 22 23 BED LOCATOR RECEPT. E- 109 20 A 1 0.2 0.2 1 20 A BED LOCATOR RECEPT. El 18 24 25 BED LOCATOR RECEPT. E- 110 20 A 1 0.2 0.2 „ „ 1 20 A BED LOCATOR RECEPT. El 19 26 27 BED LOCATOR RECEPT. E- 110 20 A 1 0A 0.4 1 20 A BED LOCATOR RECEPT. E119 28 29 BED LOCATOR RECEPT. E- 110 20 A 1 0.2 0.2 1 20 A BED LOCATOR RECEPT. El 19 30 31 BED LOCATOR RECEPT. E-111 20 A 1 0.2 0.2 E 1 20 A BED LOCATOR RECEPT. E120 32 33 BED LOCATOR RECEPT. E-111 20 A 1 0.2 0.2 1 20 A BED LOCATOR RECEPT. E120 34 35 BED LOCATOR RECEPT. E-111 20 A 1 _ 0.4 0.4 1 20 A BED LOCATOR RECEPT. E120 36 37 MONITOR RECEPT. El 16,117,118 20 A 1 0.4 0.4 = 1 20 A MONITOR RECEPT. E106,109 38 39 MONITOR RECEPT. El19,120 20 A 1 7=� 0.5 0.4 ._,... 1 20 A MONITOR RECEPT. E104,105 40 41 MONITOR RECEPT. E 110,111,112 20 A 1 „ , „ ,, , , , 0.5 0.0 1 20 A SPARE 42, Phase Connected Load: 3.6 kVA 3.8 kVA 3.4 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 10.8 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 10.8 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 30 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.0 kVA 0.00% 0.0 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 10.8 kVA 100,00% 10.8 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. PANEL TO BE DEMOLISHED. CIRCUITS FEEDING EXAM ROOMS TO BE DEMOLISHED. REFER TO ENLARGED PLANS FOR NEW CIRCUITING INFORMATION. CONTRACTOR IS TO FIELD VERIFY REMAINING EXISTING CIRCUITS TO BE RECIRCUITED TO NEW PANEL 1CLB. DESIGN SELECTION: SQUARE 'D' NQOD Name: 2CLA (NEW CRITICAL BRANCH) MAIN BREAKER: 150 AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 2CHA SURFACE MTD: X 480Y/277V Location: ELEC 2220 FLUSH MTD: 240/120V N C C N 0 Load Name Trip Poles A B C Poles Trip Load Name Kr o T 1 RECEPTACLE PAT RM 2249 20 A 3 1 RECEPTACLE PAT RM 2249 20 A 1 _ = 0.4 0.4 . 1 1 20 A RECEPTACLE PAT RM 2206 4 5 RECEPTACLE PAT RM 2249 20 A 1 _ 0.4 0.4 1 20 A RECEPTACLE PAT RM 2206 6 7 RECEPTACLE PAT RM 2249 20 A 1 0.2 0.2 1 20 A RECEPTACLE PAT RM 2206 8 9 RECEPTACLE PAT RM 2247 20 A 1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2208 10 11 RECEPTACLE PAT RM 2247 20 A 1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2208 12 13 RECEPTACLE PAT RM 2247 20 A 1 0.4 0.4 = 1 20 A RECEPTACLE PAT RM 2208 14 15 RECEPTACLE PAT RM 2247 20 A 1 0.2 0.2 1 20 A RECEPTACLE PAT RM 2208 16 17 RECEPTACLE PAT RM 2245 20 A 1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2212 18 19 RECEPTACLE PAT RM 2245 20 A 1 0 4 0.4 ; ; 1 20 A RECEPTACLE PAT RM 2212 20 21 RECEPTACLE PAT RM 2245 20 A 1 , _ 0.4 0.4 ; ; 1 20 A RECEPTACLE PAT RM 2212 22 23 RECEPTACLE PAT RM 2245 20 A 1 < 0.2 0.2 1 20 A RECEPTACLE PAT RM 2212 24 25 RECEPTACLE PAT RM 2243 20 A 1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2214 26 27 RECEPTACLE PAT RM 2243 20 A 1 0 4 0 4 1 20 A RECEPTACLE PAT RM 2214 28 29 RECEPTACLE PAT RM 2243 20 A 1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2214 30 31 RECEPTACLE PAT RM 2243 20 A 1 0.2 0 2 1 20 A RECEPTACLE PAT RM 2214 32 33 RECEPTACLE PAT RM 2241 20 A 1 0.4 0 4 1 20 A RECEPTACLE PAT RM 2216 34 35 RECEPTACLE PAT RM 2241 20 A 1 0.4 0.4 1 20 A RECEPTACLE PAT RM 2216 36 37 RECEPTACLE PAT RM 2241 20 A 1 0.4 0.4 n �y, _ 1 20 A RECEPTACLE PAT RM 2216 38 39 RECEPTACLE PAT RM 2241 20 A 1 0.2 0.2 1 20 A RECEPTACLE PAT RM 2216 40 1411 RECEPTACLE CHART ALCV 2254 20 A 1 08 0.4 1 20 A RECEPTACLE PAT RM 2218 42 43 RECEPTACLE ELEC 2220 20 A 1 0.6 0.4 1 20 A RECEPTACLE PAT RM 2218 44 45 RECEPTACLE CLEAN / MEDS 2222 20 A 1 -_, . -_ T, = 0.2 0.4 1 20 A RECEPTACLE PAT RM 2218 46 47 RECEPTACLE CLEAN / MEDS 2222 20 A 1 _ _ _ 0.2 0.2 1 20 A RECEPTACLE PAT RM 2218 48 49 RECEPTACLE CLEAN / MEDS 2222 20 A 1 0.2 0.4 1 20 A RECEPTACLE PAT RM 2231 50 51 RECEPTACLE NURSE STATION 2223 20 A 1 0.8 0.4 1 20 A RECEPTACLE PAT RM 2231 52 53 RECEPTACLE REF NOURISH 2253 20 A 1 = 0.2 0.4 1 20 A RECEPTACLE PAT RM 2231 54 55 RECEPTACLE ICE NOURISH 2253 20 A 1 0.2 0.2 _ 1 20 A RECEPTACLE PAT RM 2231 56 57 RECEPTACLE COFFEE NOURISH 2253 20 A 1 0.2 0.4 _= 1 20 A RECEPTACLE PAT RM 2233 58 59 RECEPTACLE EQUIP 2226 20 A 1 _ _ 1.0 0.4 1 20 A RECEPTACLE PAT RM 2233 60 61 RECEPTACLE EQUIP 2226 20 A 1 0.2 0.4 1 20 A RECEPTACLE PAT RM 2233 62 63 RECEPTACLE EQUIP 2226 20 A 1 0.2 0.2 M 1 20 A RECEPTACLE PAT RM 2233 64 65 RECEPTACLE EQUIP 2226 20 A 1 ^ _ ° 0.2 0.4 1 20 A RECEPTACLE PAT RM 2235 66 67 OTHER E UIP-IDF 2221 20 A 1 0,2 014 1 20 A RECEPTACLE PAT RM 2235 68 69 RECEPTACLE E UIP-IDF 2221 20 A 1 0.8 0.4 1 20 A RECEPTACLE PAT RM 2235 70 71 RECEPTACLE E UIP-IDF 2221 20 A 1 r: , • • ,.:; 0.8 0.2 1 20 A RECEPTACLE PAT RM 2235 72 73 RECEPTACLE E UIP-IDF 2221 20 A 1 0.4 0 4 1 20 A RECEPTACLE PAT RM 2251 74 75 SPARE 20 A 1 _ 0 0 0.4 1 20 A RECEPTACLE PAT RM 2251 76 77 SPARE 20 A 1 0.0 0.4 1 20 A RECEPTACLE PAT RM 2251 78 79 SPARE 20 A 1 0.0 0.2 _ 1 20 A RECEPTACLE PAT RM 2251 80 81 SPARE 20 A 1 _ 0.0 0.0 - 1 20 A SPARE 82 83 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 84 Phase Connected Load: 1 9.0 kVA 9.2 kVA 10.0 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 28.0 kVA 67.86% 19.0 kVA Total Connected Load: 28.2 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 19.2 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 53 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.2 kVA 100.00% 0.2 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: DESIGN SELECTION: SQUARE 'D' NQOD Name: 1 CLB (NEW 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.: 10 AMPS X 208Y/120V Fed From: 1CLDP SURFACE MTD: X 480Y/277V Location: ELEC 1307 FLUSH MTD: 240/120V C C 0 T Load Name Trip Poles A B C Poles Trip Load Name 0 T T T 1 RECEPTACLE OBSERVE CARE 1162 20 A 1 1.0 0.2 „ , 1 20 A RECEPTACLE PYXIS WORK AREA 1008 2 3 RECEPTACLE OBSERVE CARE 1162 20 A 1 0.8 0.4 , , , , ,- 1 20 A RECEPTACLE WORK AREA 1008 4 5 RECEPTACLE OBSERVE CARE 1162 20 A 1 _ _ _ 0.8 0.6 1 1 20 A RECEPTACLE NURSE STATION 1225 6 7 RECEPTACLE NURSE STATION 1105 20 A 1 0.6 0.2 ` 1 20 A RECEPTACLE NURSE STATION 1225 8 9 RECEPTACLE NURSE STATION 1105 20 A 1 0.8 0.2 1 20 A RECEPTACLE NURSE STATION 1225 10 11 RECEPTACLE NURSE STATION 1105 20 A 1 0.2 0.2 1 20 A RECEPTACLE NURSE STATION 1225 12 13 RECEPTACLE NURSE STATION 1105 20 A 1 0.2 0.2 1 20 A RECEPTACLE BREAK 1223 14 15 RECEPTACLE REF NURSE STATION... 20 A 1 0.2 0 2 = 1 20 A RECEPTACLE REF NURSE STATION... 16 17 SPARE 20 A 1 n ;; '; 0.0 0.4 1 20 A RECEPTACLE NURSE STATION 1219 18 19 SPARE 20 A 1 0.0 0.6 ,. -. 1 20 A RECEPTACLE ELEV. 10E1 20 21 SPARE 20 A 1 _ 0.0 0.2 a 1 20 A NCTC COMM 1019 22 23 SPARE 20 A 1 0.0 0.8 1 20 A RECEPTACLE COMM 1019 24 25 SPARE 20 A 1 0.0 0.2 1 20 A OTHER COMM 1019 26 27 SPARE 20 A 1 0.0 0.8 0;____ 01 20 A RECEPTACLE COMM 1019 28 29 SPARE 20 A 1 , , , „ , 0.0 0.8 1 20 A RECEPTACLE COMM 1019 30 31 SPARE 20 A 1 0.0 0.0 _ . ;, 1 20 A SPARE 32 33 SPARE 20 A 1 „ 0.0 0.0 1 20 A SPARE 34 35 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 36 37 SPARE 20 A 1 0.0 0.0 _ _ 1 20 A SPARE 38 39 SPARE 20 A 1 0.0� 0 0 r :... . 1 20 A SPARE 40 41 SPARE 20 A 1 0.0 0.6 1 20 A SPARE 42 43 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 44 45 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 46 47 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 48 49 SPARE 20 A 1 0.0 0.0 _._.....'_ __. _._ 1 20 A SPARE 50 51 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 52 53 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 54 55 SPARE 20 A 1 0.0 1 0.0T 20 A SPARE 56 57 SPARE 200.0 ___ �T 1 20 A SPARE 58 59 SPACE -- -- M 0 0.0 -- -- SPACE 60 61 SPACE -- -- 0.0 0.0 � - -- SPACE 62 63 SPACE 0.0 0.0 ISPACE 64 65 SPACE -- -- 0.0 0.0 1 ISPACE 66 67 SPACE -- -- 0..0..,.. 0.0 _._--... ;v, -, _ SPACE 68 69 , - -- SPACE 70 71 SPACE -- -- 0.0 0.0 -- -- SPACE 72 73 SPACE -- - 0.0 0.0 - -- SPACE 74 75 SPACE -- -- 0.0 0.0 - - -- SPACE 76 77 SPACE 79 1 SPACE -- -- 0.0 0.0 : _ -- -- SPACE 80 811 SPACE -- -- , 0.0 0.0 �a� ; �: -- -- SPACE 82 83 SPACE -- --7UMMMM 0.0 0.0 -- -- SPACE 84 Phase Connected Load: 3.2 kVA 1 3.6 kVA 3.8 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 10.2 kVA 99.02% 10.1 kVA Total Connected Load: 10.6 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 10.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 29 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.4 kVA 100.00% 0.4 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 1 0.00% 1 0.0 kVA Notes: 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 UN255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 ER RARCRITECTARE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 O� QHER V, iss EN§F V No 66504 61. 0 0 ST4 OR ATE � 6 ®ON A r B/11111 Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton as A R C H I T E C T DATE SUBMISSION NO. 04,15,16 CONSTRUCTION DOCUMENTS PANEL SCHEDULE CRITICAL BRANCH 1ALCB 1CLCB 2CLA 2CHA 2CLA PROJ. NO, N-15021.00 SHEET DRAWN MHA ■ 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 ■ 0 ■ N ■ ^� M h ■ L ■ K ■ J H ■ G ■ F ■ E 0 c� 0 E I U w J W O C N C 0 w L a m N 00 ■ rn N N O m B U O J CD O N cc ■ U :O N ( 5 LO W T 00 A co CU N n � C r O � C O U C 0 >+ Q 0 EXISTING SQUARE D I -LINE HCP Name: 1HLSDP MAIN BREAKER: AMPS (EXISTING LIFE SAFETY BRANCH) MAIN LUGS: 400 AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: ATS-LE K.A.I.C.: 35 AMPS Location: SURGACE MTD: FLUSH MTD: 208/ 120V 480Y/277V X 240/120V C N K 0 T Load T Identification Trip Poles E N (kVA) S O 1 1 1HLS 59.1 250 A 3 2 SPARE 0.0 250 A 3 3 SPARE 0.0 250 A 3 1 4 2HLS 10.0 250 A 3 5 6 7 8 9 10 11 12 Total Connected Load: 69.1 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 3.3 kVA 40.00% 1.3 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 69.1 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 67.1 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 81 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 63.5 kVA 100.00% 63.5 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. CIRCUIT AFFECTED BY SCOPE OF WORK, EXISTING SQUARE 'D' NF Name: 2HLS (EXISTING LIFE SAFETY 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.: 18 AMPS 208Y/120V Fed From: IHLSDP SURFACE MTD: X X 480Y/277V Location: FLUSH MTD: 240/120V N C C N 0 Load Name Trip Poles A B C Poles Trip Load Name O T T 1 LIGHTS 20 A 1 3.6 0.0 -- -- SPACE 2 3 1 LIGHTS AND EXIT SIGNS 20 A 1 , , 2.1 0.0._, SPACE 4 5 LIGHTS STAIRWELL R201 NORTH 20 A 1 7 LIGHTS AND EXIT SIGNS 20 A 1 0.5 0.0 SPACE 8 9 LIGHTS AND EXIT SIGNS 20 A 1 1.2 0.0 -- -- SPACE 10 11 LIGHTS STAIRWELL SOUTH 20 A 1.:._.... ___. 0.6 0.0 -- -- SPACE 12 1 13 LIGHTING - ELEV LOBBY 20 A 1 0.1 0.0 im -- -- SPACE 14 15 SPACE -- -- _ �r� � �. 0.0 0.0_,.; T _ -- -- SPACE 16 17 SPACE -- -- _ _�� .... _ .� �� _ . 0.0 0.0 -- -- SPACE 18 19 SPACE -- -- 0.0 0.0 -- -- SPACE 20 21 SPACE -- -- RM 0.0 0.0 � __w._> -- -- SPACE 22 23 SPACE -- -- _ 0.0 0.0 -- -- SPACE 24 25 SPACE -- - 0.0 0.0 Y, -- -- SPACE 26 27 SPACE 0.0 - -- - SPACE 28 29 SPACE -- - 0.0 0.0 -- -- SPACE 30 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 10.0 ; -;, ,. 3 45 A TRANSFORMER T2A 1381 39 SPACE -- -- 0.0 10.0 40 41 SPACE -- -- 0.0 10.0 1421 Phase Connected Load: 14.2 kVA 13.3 kVA 11.2 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital Life Safety 0.1 kVA 100.00% 0.1 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 38.7 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 38.7 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 46 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 38.6 kVA 100.00% 38.6 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ EXISTING SQUARE D NF Name: 1HLS (EXISTING LIFE SAFETY BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 18 AMPS 208Y/120V Fed From: 1HLSDP SURFACE MTD: X X 480Y/277V Location: EXIST. ELEC FLUSH MTD: 240/120V N C C N 0KI' Load Name Trip Poles A B C Poles Trip Load Name 0 T 1 LIGHTS AND EXIT SIGNS 20 A 1 2.7 1.2 M _ ::; 1 20 A LIGHTS - RM 102, AMBULANCE DRIVE 2 3 LIGHTS AND EXIT SIGNS 20 A 1 g, 1.0 1 20 A EMERGENCY ENTRY SIGN 4 5 LIGHTS AND EXIT SIGNS 20 A 1 2M M3.4 2.7 1.3 1 20 A LIGHTS CORRIDOR 190 6 1 7 LIGHTING - ED 20 A 1 2.6 1.4 M&MOMM 1 20 A LTG CORR. 11.117, LOBBY 101 8 1 9 LIGHTING - ED 20 A 1 3.0 0.4 1 20 A CANOPY LIGHTING 10 11 SITE LIGHTING 20 A 1 _ 2.3 0.6 1 20 A CANOPY LIGHTING 12 13 SITE LIGHTING 20 A 1 2.3 0.5 1 20 A LTG CORR. E-101,102,103 14 15 SITE LIGHTING 20 A 1 1.8 0.0 -- -- SPACE 16 17 SITE LIGHTING 20 A 1 SPACE 18 19 SPACE -- -- 0.0 0.0 - -- SPACE 20 21 SPACE -- -- 0.0 0.0 - -- SPACE 22 23 SPACE -- -- �n., ... ....__ .__ 0.0 0.0 -- -- SPACE 24 25 SPACE -- -- 0.0 0.0 TME SPACE 26 27 SPACE -- -- am 0.0 0.0 - - SPACE 28,11 29 SPACE -- -- „ 0.0 0.0 -- -- SPACE 30 31 SPACE -- -- 0.0 0.0 , , , :. . __.. SPACE 32 33 SPACE -- -- = 0.0 0.0 _ a_ -- -- SPACE 34 35 SPACE -- -- _ 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 10.0 3 45 A TRANSFORMER T1G 38 39 SPACE -- -- o1 0.0 10.0 MiEE"o; l401 41 SPACE -- -- M 0.0 10.0 -- -- -- 42 Phase Connected Load: 20.7 kVA 19.6 kVA 18.7 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 3.3 kVA 40.00% 1.3 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 59.1 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 57.1 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 69 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 53.5 kVA 100.00% 53.5 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE 'D' NQOD Name: 1 LLS (EXISTING LIFE SAFETY 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.: 10 AMPS X 208Y/120V Fed From: 1HLS SURFACE MTD: 480Y/277V Location: EXIST. ELEC FLUSH MTD: 240/120V N C C N o Load Name Trip Poles A B C Poles Trip Load Name O T T 1 MED GAS ALARM PANEL RM 138 20 A 1 0.0 0.5 _ 1 20 A INTERCOM AMP 2 3 MED GAS ALARM PANEL RM 175 20 A 1 „ ;:; , „a ,. 0.0 0.5 1 20 A ELEVATOR 155 LIGHTS 4 5 AUTOMATIC EMS DOORS 106 20 A 1 1.0 0.5 1 20 A ELEVATOR 195A LIGHTS 6 7 AUTOMATIC DOORS 132 20 A 1 1.0 0.4. , .,, , __� 1 20 A AUTOMATIC DOORS 8 9 AUTOMATIC DOORS 20 A 1 0.2 0.5 u _ 1 20 A ELEVATOR 196A LIGHTS 10 11 AUTOMATIC DOORS Al 15 20 A 1 _ 0.1 0.5 1 1 20 A ELEVATOR 196B LIGHTS 12 13 SPACE -- -- 0.0 0.4 1 20 A PRESSURE MONITOR EXAM ISO ROOM 14 1 15 EXISTING LOAD 20 A 1 0.0 0.2 1 20 A FATC COMM 1019 16 1 17 SPACE -- -- - _ 0.0 0.2 1 20 A AP-1-3 18 1 19 MED GAS ALARM NURSE E-121 20 A 1 0.0 0.4 _ , , , 1 20 A AP-1-1, AP-1-2 20,1 21 SPACE -- -- 0.0 0.4 1 20 A AUTODOOR 22 1 23 SPACE -- -- y , , ,; 0.0 0.2 1 20 A MASTER ALARM PANEL 24 25 SPACE -- -- 0.0 0 0 -- -- SPACE 26 0.0 29 SPACE -- -- - - . 0.0 0.0 -- -- SPACE 30 31 SPACE -- -- 0.0 0.0 _ _ -- -- SPACE 32 33 SPACE -- -- _ .r.; 0.0 0.0 ::._ _ -- -- SPACE 34 35 SPACE -- -- 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 0.0 -- - SPACE 38 39 SPACE -- -- .....::. M 0.0 0.0 . .....:. mi -- -- SPACE 40 41 SPACE -- -- 0.0 0.0 -- - SPACE 42 Phase Connected Load: 2.8 kVA 1.9 kVA 2.5 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 7.1 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 7.1 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 20 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 7.1 kVA 100.00% 7.1 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: DESIGN SELECTION: SQUARE 'D' NF Name: 2LSHA (NEW LIFE SAFETY 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: EAB SURFACE MTD: X X 480Y/277V Location: ELEC 2220 FLUSH MTD: 240/120V N C C N o Load Name Trip Poles A B C Poles Trip Load Name Kr 0 T 1 T-LSLA 70 A 3 0.2 2.9 1 20 A LIGHTING - HOSPITAL LIFE SAFETY 2 3 -- 0.2 0.0 1 20 A SPARE 4 5 -- -- 0.0 0.0 1 20 A SPARE 6 7 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 8 9 SPARE 20 A 1 _ 4, _ 0.0 0 0 = ... , ; 1 20 A SPARE 10 11 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 12 13 SPARE 20 A 1 0.0 0.0 15 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 16 17 SPARE 19 SPARE 20 A 1 0.0 0.0 = ,,,... ;. 1 20 A I SPARE 20 21 SPARE 20 A 1 0.0 0.0 1 ZO A SPARE 22 23 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 24 25 SPARE 20 A 1 O� 0.0 A 1 20 A SPARE 26 27 SPARE 20 A 1 0.0 0 0 1 20 A SPARE 28 29 SPARE 20 A 1 ` , ,,.,. , ., 0.0 1 0.0 1 20 A SPARE 30 31 SPARE 20 A 1 0.0 0.0 ; , . _._. w ... . ; 1 20 A SPARE 32 33 SPACE 0.0 0.0 35 1 SPACE -- 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 0.0 , , ..,.__ .. ........ ........:..._ - - SPACE 38 39 SPACE 0.0 0.0 , . -- -- SPACE 40 41 SPACE -- n_r„,; 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 3.1 kVA 0.2 kVA 0.0 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital Life Safety 2.9 kVA 100.00% 2.9 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 3.3 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 3.3 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 4 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.4 kVA 1 100.00% 0.4 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: DESIGN SELECTION: SQUARE 'D' NQOD Name: 2LSLA (NEW LIFESAFETY BRANCH) MAIN BREAKER: 100 AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 2LSHA SURFACE MTD: X 480Y/277V Location: ELEC 2220 FLUSH MTD: 240/120V N C C N oK Load Name Trip Poles A B C Poles Trip Load Name K 0 T T T 1 AP-2-1 20 A 1 0.2 0 0 1 20 A SPARE 2 3 114ATC COMM 2221 20 A 1 s , ,_. , -__....:- 0.2 00 y 1 20 A SPARE 4 5 SPARE 20 A 1 � _� 0.0 O.O 1 20 A SPARE 6 7 SPARE 20 A 1 0.0 0.0 , , , „ , „ , ., 1 20 A SPARE 8 9 SPARE 20 A 1 0.0 0 0 1 20 A SPARE 10 11 SPARE 20 A 1 0.0 0.04 1 20 A SPARE 12 13 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 14 15 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 16 17 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 18 19 SPARE 20 A 1 0.0 0.0 - , =............ 1 20 A SPARE 20 21 SPARE 20 A 1 0.0 0 0 _ 1 20 A SPARE 22 23 SPARE 20 A 1 _„ , _..... ,.,., 0.0 0.0 1 20 A SPARE 24 25 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 26 29 SPARE 20 A 1 ........... ..... .. .: ..= 0.0 0.0 1 1 20 A SPARE 30 13 1 SPACE -- -- 0.0 0.0 1 20 A SPARE 32 33 SPACE --, �� ..__._ 0.0 0 0_. _._., 35 SPACE -- 0.0 0.0 - -- SPACE 36 37 SPACE -- -- 0.0 0.0 .... _.......... .......: -- -- SPACE 38 39 SPACE -- - 0.0 0.0 41 SPACE -- = w 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 0.2 kVA 0.2 kVA 0.0 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital Life Safety 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 0.4 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 0.4 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 1 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.4 kVA 100.00% 0.4 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 II I k '.dl I I 1- �' III .111A111fM:I.4, 111414,11 illitalt U&NIL'ifibIIE IinAwi'll i'1III.I 1 I;i A I I i I I I� I 1HLSDP NLS 2LSHA 2HLS 1LLS 211LA 255 S. Orange Avenue Suite 1600 in Orlando, FL 32801 Phone: 407-841-9050 ENCINEERINs Fax:407-540-0234 FRRARARITELTRRE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL Christopher V. O'Hara., P.E. Florida License #66504 O�dtYi@@1111f0/ �� v. q'" •... Oq _ �° • " °w • s W =v• OF F L ;2 Z4� '9 • Q � •; �� e� ;FSS 1 Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hu nton 09*1 A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS PANEL SCHEDULE LIFE SAFETY BRANCH PROJ. NO. H-15021.00 SHEET DRAWN MHA E0806 t 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 R ■ P ■ O ■ N ■ .� M ■ L ■ K ■ J H ■ G ■ F E D 0 0 0 U) m FI co ■ U w J w 0 c 0 m C 0 w a m N _r IL 00 ■ rn v to N 0 2 B U O J 0 N a� U D N v o 00 O N A a o N N n r c o � c 0 U_ rn n ` 0 EXISTING SQUARE D I -LINE HCP Name: 1HEQDP MAIN BREAKER: AMPS (EXISTING EQUIPMENT BRANCH) MAIN LUGS: 800 AMPS Project Name: FH Zeph ED Reno PHASE: 3 Project Number: 115498 WIRE: 4 Fed From: ATS-EQ K.A.I.C.: 65 AMPS Location: SURGACE MTD: FLUSH MTD: 208/120V 480Y/277V X 240/120V C N K O T ad T Identification Trip Poles E N (kVA) S O 1 1 1HEQ 103.6 125 A 3 1 2 2HEQ 40.0 225 A 3 1 3 3HEQ 50.0 400 A 3 4 SPARE 0.0 250 A 3 2 5 ELEVATOR 30.0 125 A 3 6 VAC -PUMP 30.0 125 A 3 7 8 9 10 11 12 Total Connected Load: 253.6 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 253.6 kVA Motor 62.4 kVA 124.04% 77.4 kVA Total Demand Load: 266.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 321 A Cooling 14.2 kVA 85.00% 12.1 kVA Other 177.0 kVA 100.00% 177.0 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. CIRCUIT AFFECTED BY SCOPE OF WORK. 2. UTILIZE EXISTING SPACE FOR NEW LOAD. DESIGN SELECTION: SQUARE 'D' NF Name: 2EOHA (NEW EQUIPNIENT 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: EQB SURFACE MTD: X X 480Y/277V Location: ELEC 2220 FLUSH MTD: 240/120V N C C N 0 Load Name Trip Poles A B C Poles Trip Load Name T o T 1 RTU-2A 25 A 3 3.7 0.0 1 20 A SPARE 2 3 -- - 3.7 0.0 1 20 A SPARE 4 5 -- -- 3.7 0.0 1 20 A SPARE 6 7 EF-2A 15 A 3 1.3� 0.0 _- 1 20 A SPARE 8 9 - _ 1.3 0.0 , ���� , 1 20 A SPARE 10 11 -- -- - - 1.3 0.0 1 20 A SPARE 12 13 EF-2B 15 A 1 1.3� 0.0 T 1 20 A SPARE 14 15 T-2E LA 50 A 3 0.9 0.0 -. >, 1 20 A SPARE 16 17 -- -- - 0.4 0.0 1 20 A SPARE 18 19 -- -- - 0.4 0.0 ^^ 1 20 A SPARE 20 21 SPARE 20 A 1 _ 0.0 0.0 1 20 A SPARE 22 23 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 24 25 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 26 27 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 28 29 SPARE 20 A 1 2MM 0.0 0.0 1 20 A SPARE 30 31 SPARE 20 A 1 0.00 0.0 1 20 A SPARE 32 33 SPACE -- --. �.-. 0.0 Him - -- SPACE 34 35 SPACE -- - 0.0 0.0 -- -- SPACE 36 37 SPACE - - 0.0 0.0 SPACE 38 39 SPACE -- -- __.._ ��� 0.0 0.0 � -- -- SPACE 40 41 SPACE -- - 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 6.7 kVA 5.9 kVA 5.4 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.1 kVA 40.00% 0.0 kVA Receptacle 0.4 kVA 100.00% 0.4 kVA Total Connected Load: 18.0 kVA Motor 0.4 kVA 112.50% 0.5 kVA Total Demand Load: 15.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 19 A Cooling 16.3 kVA 85.00% 13.9 kVA Other 0.8 kVA 100.00% 0.8 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: DESIGN SELECTION: SQUARE 'D' NQOD Name: 2EOLA (NEW CRITI(7AL BRANCH) MAIN BREAKER: 100 AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 2CHA SURFACE MTD: X 480Y/277V Location: ELEC 2220 FLUSH MTD: 240/120V C C N O T Load Name Trip Poles A B C Poles Trip Load Name T T T 1 UV LIGHT RTU-2A 20 A 1 0.2 0.0 _ = = == 1 20 A SPARE 2 3 MARINE LIGHT RTU-2A 20 A 1 _ - 0.2 0.0 ___ 1 20 A SPARE 4 5 FCU-2A-1,2220, 2221 20 A 2 0.2 0.0� 1 20 A SPARE 6 7 -- -- - 0.2� 0.0 1 20 A SPARE 8 9 DDC ELEC 2220 20 A 1 0.2 0.0 �, 1 20 A SPARE 10 11 CTU ELEC 2220 20 A 1 „ , , ,,, , , _ 0.2 0.0 1 20 A SPARE 12 13 RECEPTACLE 20 A 1 0.5 0.0~ _ _ _ 1 20 A SPARE 14 15 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 16 17 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 18 19 SPARE 20 A 1 0.0 0.0 - 1 20 A SPARE 20 1211 SPARE 20 A 1 �y , 0.0 0.0�', 1 20 A SPARE 22 23 SPARE 20 A 1 _ = 0.0 0.0 1 20 A SPARE 24 25 SPARE 20 A 1 0.0 0.0 = 1 20 A SPARE 26 27 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 28 29 SPARE 20 A 1 0.0 0.0 1 1 20 A SPARE 30 31 SPARE 20 A 1 0.0 0.0 1 20 A SPARE 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 39 SPACE -- --77777T 0.0 0.0 -- -- SPACE 40 41 SPACE - -- „ „ ,; , 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 0.9 kVA 0.4 kVA 0.4 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.1 kVA 40.00% 0.0 kVA Receptacle 0.4 kVA 100.00% 0.4 kVA Total Connected Load: 1.7 kVA Motor 0.4 kVA 112.50% 0.5 kVA Total Demand Load: 1.7 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 5 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.8 kVA 100.00% 0.8 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 EXISTING SQUARE 'D' NF Name: 1HEQ (EXISTING EQUIPME T 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: 1HEQDP SURFACE MTD: X X 480Y/277V Location: FLUSH MTD: 240/120V N C C N 0 Load Name Trip Poles A B C Poles Trip Load Name K 0 T 1 OTHER 20 A 3 0.3 0.3 3 20 A FUTURE STERILIZER 2 3 0.3 0.3 _ 4 5 0.3 0.3 6 7 OTHER 20 A 3 0.3 0 3 3 50 A OTHER 8 9 0.3 0.3 10 10 11 11 -- - -- -- -- - -12 13 LIFT STATION DISH ROOM 30 A 3 0.4 0.9 r _ ,' 3 15 A RF-ED-1 WAITING 1002 14 1 15 -- -- -- -- -- -- 16 17 -- -- -- . _ _ ...::- _ : = 0.4 0.9 -- -- -- 18 19 SPACE -- -- 0.0 20.0 =, - 3 125 A MOTOR ELEV. MACH. ROOM 1016 20 1 21 SPACE -- -- �, 0.0 20.0 -- -- -- 22 23 SPACE -- -- 0.0 20.0 -- -- -- 24 25 SPACE -- -- 0.0 2.8 _ ` 3 20 A COOLING 26 1 27 SPACE -- --00 2.8 EM -- -- --281 29 SPACE -- -- 0.0 2.8 -- -- -- 30 31 SPACE -- -- 0.0 0.0 SPACE 32 33 SPACE -- - 0.0 0.0 &MIME ISPACE 34 35 SPACE 0.0 0.0 -- -- SPACE 36 37 SPARE 20 A 1 0.0 9.9 _._ 3 70 A T1D 38 39 SPACE -- -- ; -- -- -- 40 41 SPACE -- -- 0.0 8.1 -- -- 42 Phase Connected Load: 35.2 kVA 35.0 kVA 33.4 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 103.6 kVA Motor 62.4 kVA 124.04% 77.4 kVA Total Demand Load: 116.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 140 A Cooling 14.2 kVA 85.00% 12.1 kVA Other 27.0 kVA 100.00% 27.0 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes:. 1. UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE 'D' NQOD Name: 1 LE O (EXISTING EQUIPME T BRANCH) MAIN BREAKER: 150 AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 10 AMPS X 208Y/120V Fed From: 1HEQ SURFACE MTD: X 480Y/277V Location: FLUSH MTD: 240/120V N C C N OT Load Name Trip Poles A B C Poles Trip Load Name K o T 1 WASHER/DISINFECTOR RM 103 40 A 3 3.0 0.5 3 20 A ESTERIS COMPRESSOR 2 3 -- -- -- 5 -- -- -- _: ,..,, .... ..._., 3.0 0.5 6 7 AIR COMPRESSOR RM 103 20 A 1 0.4 0.5 1 20 A STERIS COMPRESSOR 8 9 STERILIZER CONTROL RM 109 20 A 1 0.2 0.5 Miffi 1 20 A STERIS COMPRESSOR 10 11 AIR COMPRESSOR RM 110 20 A 1,,, „ 0.1 1 20 A FCU E191 12 13 FIRE/SMOKE DAMPERS 20 A 1 0.3 0.9 1 20 A AHU-39 14 15 FIRE/SMOKE DAMPERS 20 A 1 - 0.4 0.3 2 15 A FCU COMM RM ELEV ELEC RM 16 1 17 FIRE/SMOKE DAMPERS 20 A 1 ; , , 0.2 0.3 -- -- -- 18 19 FIRE/SMOKE DAMPERS 20 A 1 0.2 1.0 _- „ _ „,_ „ . 2 20 A FCU ROOM 1009, 1001 20 1 21 FIRE/SMOKE DAMPERS 20 A 1 0.4 1.0 ; . -- -- -- 22 23 SPACE -- -- „ , a o_a , ,- _,., 0.0 1.0 1 20 A SUMP PUMP ELEV. 10E1 24 1 25 SPACE -- -- 0.0~ 1.0 - __...., 1 20 A MOTOR ELEV. MACH. ROOM 1016 26 1 27 SPACE -- -- , , , , , , , , �_; 0.0 0.8 1 20 A ECM CIRCULATION 1009 28 1 29 SPACE 0.0 0.0 1 20 A COOLING ELEC 1307 30 1 31 STERILIZER PREP RM 110 20 A 3 1.0 0.0 -- -- SPACE 32 33 -- -- -- pp1.0 0.0 -- -- SPACE 34 35 U777M 1.0 0.0 -- -- SPACE 36 37 STERILIZER PREP RM 110 20 A 3 1.0 0.2 :: -,_-05 1 20 A PNEUMATIC TUBE STATION E121 38 39 -- -- -- 1.0 0.6 1 20 A REFRIGERATOR E123 140 41 -- -- -- _ , „ r _ 1.0 0.6 1 20 A WARMING CABINET E124 142, Phase Connected Load: 9.9 kVA 9.7 kVA 1 8.1 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 27.6 kVA Motor 2.4 kVA 110.42% 2.7 kVA Total Demand Load: 27.4 kVA Heating 0,0 kVA 0.00% 0.0 kVA Demand Amps: 76 A Cooling 3.0 kVA 85.00% 2.6 kVA Other 22.2 kVA 100.00% 22.2 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ EXISTING SQUARE 'D' NF Name: 2HEO (EXISTING EQUIPMENT 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.: 18 AMPS 208Y/120V Fed From: 1HEQDP SURFACE MTD: X X 480Y/277V Location: FLUSH MTD: 240/120V N C C N 0 K Load Name Trip Poles A B C Poles Trip Load Name K o 1 1 EF-IA 15 A 3 1.3 -------- 3 -- - - 1.3 0.0 -__ -- -- SPACE 4 5 -- - 1.3 0.0 - -- SPACE 6 1 17 EF-ED1 15 A 3 1.3 0.0 -- -- SPACE 8 9 -- -RM1.3 0.0 -- -- SPACE 10 13 SPACE -- -- 0.0 00 � , , ,,,�, --.�„_ -- -- SPACE 14 15 SPACE - 0.0 0.0 -- -- SPACE 16 17 SPACE -- _ _._..__ __ w__.. _.__ . 0.0 0.0 -- -- SPACE 18 19 SPACE -- -- 0.0 0.0 , ; ., ,e ,.: , �_ -- -- SPACE 20 21 SPACE -- - „ :_� __-,__. 0.0 0.0 -- -- SPACE 22 23 SPACE -- _ _,_, 0.0 0.0 -- -- SPACE 24 25 SPACE -- -- 0.0 0.0 _.- _,... _ a -- -- SPACE 26 27 SPACE -- 0.0 0.0 ' -__; -- -- SPACE 28 29 SPACE -- : - 0.0 0.0 - -- SPACE 30 31 SPACE -- -- 0.0 0.0U ......;.�..- -_ .....:� -- -- SPACE 32 33 SPACE 35 SPACE - _ 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 15.0 ; 3 20 A TRANSFORMER T2C 38 39 SPACE -- 0.0 15.0 -- -- -- 40 41 SPACE - = 0.0 15.0 -- -- - 42 Phase Connected Load: 17.5 kVA 17.5 kVA 17.5 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 52.6 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 51.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 62 A Cooling 7.6 kVA 85.00% 6.5 kVA Other 45.0 kVA 100.00% 45.0 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1, UTILIZE EXISTING SPACE FOR NEW LOAD. EXISTING SQUARE 'D' NQOD Name: 2LEO (EXISTING EQUIPMENT BRANCH) MAIN BREAKER: 150 AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: AMPS 4 WIRE Project Number: 115498 K.A.I.C.: AMPS X 208Y/120V Fed From: 2HEQ SURFACE MTD: X 480Y/277V Location: FLUSH MTD: 240/120V N C C N O K Load Name Trip Poles A B C Poles Trip Load Name O T 1 NURSE STATION 206 MED 20 A 1 1.0 1 0 1 20 A ENDOSCOPE 2 3 1 NURSE STATION 206 REF 20 A 1 0.4 1.0 >> 1 20 A ENDOSCOPE 4 5 REFRIGERATOR 20 A 1 . ,: 0.3 0.3 1 20 A REF CORRIDOR 253 6 7 FREEZER 20 A 1 1.1 1. 0 _.._ ___.. _ _ ...T� 1 20 A MED CORRIDOR 253 8 9 REF. RM 211 20 A 1 _ 0.2 1.0 1 20 A MED CORRIDOR 253 10 11 MED. RM 211 20 A 1 _ 1.0 1.7 1 20 A REF CORRIDOR 271 12 13 MED. RM 211 20 A 1 1.0 1 0 - „>. , ._,_,;„ , 1 20 A MED CORRIDOR 271 14 15 STERILIZER/WASHER RM 288 20 A 1 „ , > , , , 1.8 1.0,, , , , , , ' 1 20 A MED CORRIDOR 271 16 17 WARMER CABINET RM 294 20 A 1 7777777 1.6 1.7 1 20 A STERILIZER RM 255 18 19 STERILIZER RM 288 & 294 20 A 1 0.7 1.5 M 1 20 A WARMING CABINET RM 255 20 21 WARMING CABINET RM 288 20 A 1 .;,; 1.6 1.2 „ , .,., 1 20 A REFRIGERATOR CORRIDOR 290 22 23 WASHER/STERILIZER RM 294 20 A 1 rt, „ „;.,,_,„ 1.8 0.6 1 20 A REFRIGERATOR CORRIDOR 290 24 25 WARMING CABINET RM 274 20 A 1 1 1.6 1.0 - ,... 1 20 A MD CABINET CORRIDOR 290 26 27 STERILIZER RM 274 20 A 1 = 1.7 1.8 _ � 1 20 A WASHER/STERILIZER RM 291 28 29 WARMING CABINET RM 278 20 A 1 _ w _ _ 1.6 1.6 1 20 A WARMING CABINET RM 291 30 31 STERILIZER RM 278 20 A 1 1.7 0.4 1 20 A STERILIZER RM 291 INCUBATOR 32 33 WARMING CABINET RM 282 20 A -MM 1 1.6 0.6 1 20 A REFRIGERATOR CORRIDOR 271 34 35 STERILIZER RM 282 20 A 1 __ _; 1.7 1 1.0 1 20 A MED CABINET 271 36 37 SPACE -- -- 0.0 0.5 ... 2 20 A FCU-2-1 ELEV LOBBY 2101 38 1 39 SPACE -- - =. .:: 0.0 0.5 41 SPACE -- - = 0.0 0.0 -- -- SPACE 42 43 ETS 1,2,3,4 RMS 251,253 20 A 1 1.2 0.0 ,. SPACE 44 45 ETS 5,6,7,8 RM 271 20 A 1 - 1.2 0.0 .:. -- -- SPACE 46 47 ETS 9,10,11,12 RMS 271,290 20 A 1 _=_ � 1.2 0.0 -- -- SPACE 48 49 SPACE -- -- 0.0 0.0 __ ____ v -- -- SPACE 50 51 SPACE -- - 0.0 0.0 - -- -- SPACE 52 53 SPACE -- - 0.0 0.0 -- -- SPACE 54 55 SPACE -- -- 0.0 0.0 -- -- SPACE 56 57 1 SPACE 0.0 0.0 ,,.,. �; -- -- SPACE 58 59 SPACE -- - „ ; ; 0.0 0.0 -- -- SPACE 60 61 SPACE -- -- 0.0 0.0 SPACE 62 63 SPACE -- - = 0.0 0.0 _ __ -- -- SPACE 64 65 SPACE -- -.., . a, �,,. -- , , 0.0 0.0 -- -- SPACE 66 67 SPACE - -- 0.0 0 0 , T, -- -- SPACE 68 69 1 SPACE -- - 0.0 0.0 �:�.. -- -- SPACE 70 71 SPACE 73 SPACE -- - 0.0 0.0 -- -- SPACE 74 75 SPACE -- - - 0.0 0.0 -- -- SPACE 76 77 SPACE -- - 0.0 0.0 -- -- SPACE 78 79 SPACE -- - 0.0 0.0 -- -- SPACE 80 81 SPACE -- - _ 0.0 0.0 SPACE 82 83 1 SPACE -- - � _ ��� 0.0 0.0 -- -- SPACE 84 Phase Connected Load: 14.5 kVA 15.5 kVA 16.1 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 46.1 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 45.9 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 127 A Cooling 1.0 kVA 85.00% 0.9 kVA Other 45.0 kVA 100.00% 45.0 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. 1HEQDP 1HEQ 2HEQ 2EQHA 1LEQ 2LEQ 2EQLA 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 11 Phone: 407-841-9050 ENGINEERING Fax: 407-540-0234 FRR ARC RIi ECTR RE www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 o�iti9'y a ejAt�fi GIN S E •'q'9,y e�,o a O s �I N `p ; ®. Cyr • L 0 V1o0 tlu Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton 91 ARCH I T E G T DATE SUBMISSION NO. 04,15,16 CONSTRUCTION DOCUMENTS PANEL SCHEDULE EQUIPMENT BRANCH PROJ. NO. H-15021.00 SHEET DRAWN MHA E807� 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 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.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 ■ J H ■ G ■ F ■ ' E 0 D N f6 0 y f0 !_ CO ■ U W J W O c m C 0 W CU a N 2 LL. 00 ■ rn �t N 0 5 N B U O J O N U N y a U 't O N v A 2 U) (�6 N r n o � c U rn a 0 EXISTING SQUARE ' D' NF Name: 3HE (EXISTING EQUIPME T BRANCH) MAIN BREAKER: AMPS 3 POLE 3 PHASE Project Name: FH Zeph ED Reno MAIN LUGS: 400 AMPS 4 WIRE Project Number: 115498 K.A.I.C.: 35 AMPS 208Y/120V Fed From: 1HEQDP SURFACE MTD: X X 480Y/277V Location: FLUSH MTD: 240/120V N C C N o Load Name Trip Poles A B C Poles Trip Load Name O T T 1 AHU-24 30 A 3 1.0 0.0 `:= 3 20 A AHU-31 2 3 -- -- - 1.0 0 0 -- -- -- 4 5 -- -- 1.0 0.0- -- -- -- 7 AHU-25 20 A 3 1.3 0.6 _ 3 15 A EF-ISO-lA 8 1 9 -- -- -- 1.3 0.6 - -- -- -- 10 1.3 0.6 -- -- -- 12 13 AHU-26 20 A 3 0.9 0.0 „ , . .-; „ ;, - , -„ -- -- SPACE 14 15 -- -- - 0.9 0.0 -- -- SPACE 16 17 0.9 0.0 -- -- SPACE 18 19 AHU-27 20 A 3 0.9 0.0 -- -- SPACE 20 21 -- - -- N _. 0.9 0.0 SPACE 22 23 -- - -- ::Himum 0.9 0.0 -- -- SPACE 24 25 AHU-28 20 A 3 1.3 0.0 ...27 SPACE26 -- -- - :: : 1.3 0 0 R -- -- SPACE 28 29 -- - -- 1.3 0.0 -- -- SPACE 30 31 AHU-29 20 A 3 0.9w 0.0 - �0 = _ - -- SPACE 32 33 - -- --.-.....e- 0.9 0 ... -- -- SPACE 34 35 -- -- -- = 0.9 0.0 -- -- SPACE 36 37 AHU-30 20 A 3 2.1 0 0 - 3 20 A TRANSFORMER T3B 38 39 -- -- -- 2.1 0.0 MM -- -- -- 40 41 -- -- -- iffifflME2.1 0.0 -- -- -- 42 43 AHU-32 20 A 3 0.0 0.0 3 20 A AHU-35 44 45 -- -- -- . 0.0 0.0 = . , , .. -- -- -- 46 47 49 AHU-33 20 A 3 0.0 0.0 3 20 A AHU-36 50 51 -- - -- _ __- 0.0 0.0 _ -- -- -- 52 53 -- - -_ = 0.0 0.0 -- -- -- 54 55 AHU-34 20 A 3 0.0 0.0 - _.._..- 3 20 A AHU-37 56 58, 59 -- -- -- : =, 0.0 0.0 -- -- -- 60 61 SPACE -- -- 0.0 0.0 µ- _... _.._. -- -- SPACE 62 63 SPACE -- -- _ 0.0 0.0 = __. -- -- SPACE 64 65 SPACE -- - 0.0 0.0 -- -- SPACE 66 67 SPACE -- - 0.0 0.0 , ...._�: _---_�_ _ _ -- -- SPACE 68 69 SPACE -- -- : _ __. _ 0.0 0.0 SPACE 70 71 SPACE -- -- aim 0.0 0.0 -- -- SPACE 72 73 SPACE -- -- 0.0 0.0 _ _ _ -- -- SPACE 74 75 SPACE -- -- „-_-„_ ,-„' 0.0 0.0 ,. -- -- SPACE 76 77 SPACE -- -- 0.0 0,0 -- -- SPACE 78 79 1 SPACE - -- 0.0 0.0 SPACE 80 81 SPACE - -- =....... - 0.0 0.0 -- -- SPACE 82 83 1 SPACE -- -- _ ,:.___._.. 0.0 0.0 -- -- SPACE 84 Phase Connected Load: 9.1 kVA 1 9.1 kVA 9.1 kVA CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 27.4 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 27.1 kVA Heating 0.0 kVA 0.00% 0.0 kVA Demand Amps: 33 A Cooling 1.7 kVA 85.00 % 1.4 kVA Other 25.7 kVA 100.00% 25.7 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% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING SPACE FOR NEW LOAD. 19 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 F®R ARC RIiE.. www.tic-engineers.com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 °®®®°``®1H811111 R• V. 0' ®�®i N® 66 =® p rs `J • Y� ° � � ®FIL ° tv Florida Hospital Zephyhills EMERGENCY ROOM RENOVATION Hunton IM91 A R C H f T E C T DATE SUBMISSION NO. M.15,16 CONSTRUCTION DOCUMENTS PANEL SCHEDULE EQUIPMENT BRANCH PROJ. NO, H-15021.00 SHEET DRAWN MH,4 E808 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 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 r ■ L ■ K ■ J H ■ G ■ F ■ E ■ D Td m f E I w ■ , U w H 6 c w C 0 w N 00 w m ■ rn 0 m B U O J O N LL ■ � U N d LO o A CV a fd N ML LO W � r O � C 7 U 0 a a 0 r� TECHNOLOGY SYSTEMS SYMBOL LEGEND VOICE & DATA SYSTEM SECURITY SYSTEM TECHNOLOGY NOTES SECURITY NOTES SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1. PRODUCTS SHALL BE OF MATERIALS THAT ARE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE TO BE INSTALLED. 1. ALL DOUBLE DOORS ARE TO RECEIVE (1) DOOR POSITION SWITCH ON EACH DOOR LEAF AND SHALL REPORT AS ONE ALARM POINT. MOUNTING 2" ABOVE COUNTER OR BACK SPLASH 2. WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT SHALL BE MAINTAINED IN 2. ALL 120V POWER WIRING SHALL BE INSTALLED IN A SEPARATE CONDUIT. X = MOUNTING (F)LUSH, (S)URFACE, (M)ODULAR FURNITURE ADAPTER FIX �� FIXED CCTV CAMERA COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE ARTICLE 110, COORDINATE (P)OLE, (R)ACEWAY, (D)OUBLE GANG FLUSH, (PD) PEDESTAL, (H)EADWALL EQUIPMENT INSTALLATION TO MAINTAIN REQUIRED CLEARANCES. 3. ALL CONDUIT ABOVE GRADE SHALL BE METALLIC. N = # OF CAT 6 JACKS DPS DOOR POSITION SWITCH 3. IF AN OUTLET BOX IS REQUIRED TO BE LOCATED IN AN ASSEMBLY OR PARTITION RATED 4. ALL CONDUIT, WIRING, AND ASSOCIATED BACK BOXES SHALL BE FULLY CONCEALED AS "FIRE/SMOKE" OR "SMOKE" OR IDENTIFIED AS EITHER "FIRE/SMOKE" OR "SMOKE", WITHIN WALLS, FLOORS, AND CEILINGS. COMMUNICATIONS "INFORMATION OUTLET" MOUNTED AT THEN ALL OF THE FOLLOWING CONDITIONS SHALL BE MET: RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED. MODULE AND CR CARD READER FACEPLATE DESCRIPTIONS, SEE DETAIL SHEETS. A. THE OUTLET BOX SHALL BE METALLIC. 5. INSTALLATION OF CATEGORY 6 UTP CABLE SHALL BE IN ACCORDANCE WITH EIA/TIA GUIDELINES. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL BE Cq X N CK COMBINED CARD READER/KEYPAD B. THE OUTLET BOX OPENINGS SHALL OCCUR ONLY ON ONE SIDE OF THE FRAMING SPACE. REPLACED BY THE CONTRACTOR. KP KEYPAD C. THE OUTLET BOX OPENINGS SHALL NOT EXCEED 16 SQUARE INCHES. A. THE MAXIMUM PULLING TENSION SHALL NOT EXCEED 25 POUNDS TO AVOID STRETCHING THE CONDUCTORS. 44 W WALL TELEPHONE OUTLET. MOUNTED AT 52" ABOVE FINISHED FLOOR D. ALL CLEARANCES BETWEEN THE OUTLET BOX AND THE WALL BOARD MATERIAL F1 TO THE BOTTOM OF THE BOX. SEE DETAIL SHEETS. EL ELECTRIC LATCH. SHALL BE COMPLETELY SEALED WITH APPROVED MATERIALS IN ACCORDANCE B. THE MINIMUM BENDING RADIUS OF THE CABLE SHALL NOT BE LESS THAN 4X THE OUTSIDE DIAMETER OF THE CABLE. WITH THE APPLICABLE CODES AND STANDARDS FOR THE PROJECT. S1 ELV WALL TELEPHONE OUTLET FOR TELEPHONE ELEVATOR MACHINE ROOM. TELEPHONE MOUNTED AT 52" ABOVE FINISHED FLOOR. EM ELECTRIC MORTISE LOCK E. PROVIDE A SUPPLEMENTAL BARRIER AROUND OUTLETS LARGER THAN 16 INCHES C. THE CABLE SHALL BE INSTALLED WITHOUT KINKS OR TWISTS AND THE APPLICATION OF SO THAT THE ORIGINAL RATING OF THE PENETRATION IS MAINTAINED. CABLE TIES SHALL NOT DEFORM THE CABLE BUNDLE. (♦ ) WAP WIRELESS ACCESS POINT OUTLET. SEE DETAIL SHEETS FOR ES ELECTRIC STRIKE. F. THE TOTAL AGGREGATE SURFACE AREA OF THE OUTLET BOX SHALL NOT EXCEED D. STRIP BACK ONLY AS MUCH CABLE JACKET AS IS REQUIRED TO TERMINATE THE CABLE MOUNTING DETAILS. QUANTITY AND LOCATIONS ARE APPROXIMATE, 100 SQUARE INCHES PER 100 SQUARE FEET. AND THE AMOUNT OF UNTWISTING IN A PAIR AS A RESULT OF THE TERMINATION SHALL S1 CONTRACTOR TO COORDINATE WITH WLAN VENDOR ACTUAL QUANTITY AND LOCATIONS BASED ON SIGNAL SURVEY. SIGNAL ML MAGNETIC LOCK NOT EXCEED 0.5 IN. SURVEY BY WLAN VENDOR. G. THE OUTLET BOX SHALL BE SEPARATED FROM OPENINGS ON THE OPPOSITE SIDE OF THE RATED PARTITION BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. 6. INSTALLATION OF FIBER OPTIC CABLES SHALL BE IN ACCORDANCE WITH EIA/TIA DE DELAYED EGRESS GUIDELINES. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL BE B BISCUIT JACK OUTLET MOUNTED ABOVE CEILING, H. THE OUTLET BOX SHALL BE SECURELY FASTENED TO A PARTITION FRAMING MEMBER REPLACED BY THE CONTRACTOR. S1 BY MEANS OF AN APPROVED ATTACHMENT METHOD. DM DELAYED EGRESS MAGNETIC LOCK A. THE BEND RADIUS FOR INTRABUILDING 2 AND 4-FIBER HORIZONTAL OPTICAL FIBER CABLE I. OPENINGS CUT INTO THE WALL BOARD MATERIAL SHALL NOT EXCEED 118 INCH SHALL NOT BE LESS THAN 1 IN UNDER NO-LOAD CONDITIONS. WHEN UNDER A MAXIMUM DAS APPROXIMATE LOCATION OF CORNING ONE DAS ANTENNA, + 2 FEET, BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. TENSILE LOAD OF 50 LBF, THE BEND RADIUS SHALL NOT BE LESS THAN 2 IN. ANTENNA IS OWNER PROVIDED, STRUCTURED CABLING CONTRACTOR ❑i DOOR RELEASE BUTTON INSTALLED. 4. LOCATION OF EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE, COORDINATE B. THE BEND RADIUS FOR INTRABUILDING OPTICAL FIBER BACKBONE SHALL NOT BE LESS PSA APPROXIMATE LOCATION OF PUBLIC SAFETY LEGACY DAS ANTENNA, + 2 REX OR ADA DOOR OPEN BUTTON EXACT EQUIPMENT LOCATION AND CONNECTION REQUIREMENTS WITH THE APPROPRIATE TRADE PRIOR TO INSTALLATION. THAN THAT RECOMMENDED BY THE MANUFACTURER IF NO RECOMMENDATION IS KNOWN, THEN THE APPLIED BEND RADIUS SHALL NOT BE LESS THAN 10 TIMES THE CABLE OUTSIDE FEET, ANTENNA IS OWNER PROVIDED, STRUCTURED CABLING DIAMETER UNDER NO-LOAD CONDITIONS AND NOT LESS THAN 15 TIMES THE CABLE CONTRACTOR INSTALLED. OUTSIDE DIAMETER WHEN THE CABLE IS UNDER TENSILE LOAD. DO DURESS BUTTON 5. FOR EXACT LOCATION OF CEILING MOUNTED EQUIPMENT REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN. LOCATIONS OF EQUIPMENT NOT INCLUDED ON THE REFLECTED LN COMBINED VOICE/DATA/POWER OUTLET IN POKE-THRU. CONDUIT, CEILING PLAN SHALL BE COORDINATED WITH THOSE ITEMS SHOWN. COORDINATION OF C. THE BEND RADIUS FOR INTRABUILDING OPTICAL FIBER BACKBONE SHALL NOT BE LESS POKE THRU AND POWER RECEPTACLE PROVIDED BY DIV. 16. "N" IS INTERCOM SUBSTATION WITH CAMERA CEILING MOUNTED EQUIPMENT SHALL BE PRIOR TO ANY ROUGH -IN. NOTIFY ENGINEER OF THAN THAT RECOMMENDED BY THE MANUFACTURER IF NO RECOMMENDATION IS KNOWN, THEN THE APPLIED BEND RADIUS SHALL NOT BE LESS THAN 10 TIMES THE CABLE IS THE NUMBER OF CAT 6 JACKS. ANY DISCREPANCY. OUTSIDE DIAMETER NO-LOAD CONDITIONS AND NOT LESS THAN 20 TIMES THE CABLE AV MI MASTER INTERCOM STATION W/ LCD MONITOR & 6. PROVIDE FINAL CONNECTIONS TO OWNER -PROVIDED EQUIPMENT WHERE INDICATED ON THE OUTSIDE DIAMETER WHEN THE CABLE IS UNDER A TENSILE LOAD UP TO THE RATING OF COMBINED VOICE/DATA/AUDIO/VISUAUPOWER OUTLET IN REMOTE DOOR RELEASE BUTTONS PLAN DRAWINGS THE CABLE, USUALLY 600 LBF. LN ® POKE-THRU. CONDUIT, POKE-THRU AND POWER RECEPTACLE PROVIDED BY DIV. 16. N IS THE NUMBER OF CAT 6 JACKS, SEE AV DETAILS FOR AV CONNECTION R REQUEST TO EXIT MOTION SENSOR 7. PRIOR TO ROUGH -IN AND INSTALLATION OF ANY FLOOR -MOUNTED DEVICE, VERIFY LOCATION WITH THE OWNER AND ARCHITECT. 7. COORDINATE LOCATION OF ALL FIRE RATED PENETRATIONS PRIOR TO PROCEEDING WITH REQUIREMENTS. INSTALLATION. ALL PENETRATIONS THROUGH FIRE RATED BARRIERS SHALL BE COMPLETELY SEALED WITH APPROPRIATE FIRE STOP MATERIAL IN ACCORDANCE WITH NFPA AND FIRE O ASSOCIATED DOOR DETAIL REFERENCE 8. VERIFY AND COORDINATE THE LOCATION OF REQUIRED DIVISION 17 OUTLETS WITH AUTHORITY HAVING JURISDICTION. TV TELEVISION OUTLET - FLUSH MOUNTED. (1) COAX RG-6 AND (1) CAT6 OTHER TRADE DRAWINGS AND OWNER PROVIDED EQUIPMENT. VOICE/DATA OUTLETS UTP CABLE TO TELECOMM ROOM. ADJACENT DUPLEX RECEPTACLE SHALL BE ADJACENT TO AN ELECTRICAL OUTLET. BY ELECTRICAL CONTRACTOR. COORDINATE MOUNTING LOCATION MON CCTV MONITOR 8. ALL SECURITY PRODUCTS AND SYSTEMS SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING WITH ARCHITECTURAL, LABORATORY 9. EACH TELEVISION OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH O TELEVISION OUTLET - CEILING MOUNTED. (1) COAX RG-6 AND (1) CAT6 AUTO AUTOMATIC DOOR OPERATOR A SINGLE GANG PLASTER RING AND (1) ONE INCH CONDUIT STUBBED UP TO AN ACCESSIBLE 9. ALL INTERCOM PRODUCTS SHALL BE LISTED BY A NATIONALLY RECOGNIZED LISTING LABORATORY. UTP CABLE TO TELECOMM ROOM. ADJACENT DUPLEX RECEPTACLE LOCATION ABOVE THE FINISHED CEILING OR TO AN ACCESSIBLE CABLE TRAY WHERE BY ELECTRICAL CONTRACTOR. COORDINATE MOUNTING LOCATION PROVIDED. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE AS PER SPECIFICATION WITH ARCHITECTURAL. SECTION 270528. 10. ACCESS CONTROL EQUIPMENT AND WIRING WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, NOT THE ELECTRICAL CONTRACTOR. PAGING AND BACKGROUND MUSIC SYSTEM 10. THE DESIGNATION "N.I.C." SHALL DENOTE ITEMS, WHICH ARE "NOT IN CONTRACT". 3/4" PLYWOOD BACKBOARD. BY DIVISION 16. 11, CCTV CAMERAS AND WIRING WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, NOT THE ELECTRICAL 11. THE DESIGNATION "U.S.C." SHALL DENOTE ITEMS, WHICH ARE "UNDER SEPARATE CONTRACT". CONTRACTOR. _ 7' 19" EQUIPMENT RACK OX-Y CEILING MOUNTED SPEAKER - 12. THE DESIGNATION "F.B.O." SHALL DENOTE ITEMS, WHICH ARE "FURNISHED BY OTHERS". 12. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 EQUIPMENT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR, PROVIDE COORDINATION FOR THE INSTALLATION OF THIS X-Y: X DENOTES FLOOR 13. THE DESIGNATION "O.F.E." SHALL DENOTE ITEMS, WHICH ARE "OWNER FURNISHED EQUIPMENT". RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR. RACEWAY INSTALLATION SHALL COMPLY WITH Y DENOTES SUBZONE DIVISION 27 SPECIFICATIONS. © TELECOMM PANEL WALL MOUNTED SPEAKER - 14. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 X-Y X-Y: X DENOTES FLOOR EQUIPMENT SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. PROVIDE COORDINATION NOTES: Y DENOTES SUBZONE FOR THE INSTALLATION OF THIS RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR. TECHNOLOGY DRAWING INDEX RACEWAY INSTALLATION SHALL COMPLY WITH DIVISION 27 SPECIFICATIONS. 1. CONTRACTOR TO REMOVE ALL EXISTING LOW VOLTAGE CABLES NOT TO BE REUSED. E.G. ALL SHEET DESCRIPTION ISSUED EXISTING UTP 4 PAIR CABLES. NO ABANDONED CABLES SHALL BE LEFT IN THE PROJECT AREA VC CEILING SPEAKER VOLUME CONTROL 15. THE SYMBOL LEGEND SHOWN ON THIS SHEET ARE ALL INCLUSIVE, SYMBOLS INCLUDED IN THE LEGENDS MAY OR MAY NOT BE USED IN THESE PROJECT DRAWINGS. T001 GENERAL INFO, LEGENDS & SHEET INDEX - TECHNOLOGY Yes 2. OUTLET QUANTITY AND CONFIGURATION SHALL BE PER THESE DRAWINGS. FOR LOCATION NOTES: T010 OVERALL PHASING PLAN 1 ST LEVEL Yes RELATIVE TO CASE WORK AND EQUIPMENT REFER TO ARCHITECTURAL ELEVATIONS. 16. EACH VOICE/DATA OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX T020 OVERALL PHASING PLAN 2ND LEVEL Yes 1. AUDIONISUAL DEVICES AND EQUIPMENT ARE SHOWN FOR WITH A SINGLE GANG PLASTER RING AND (1) 1" CONDUIT STUBBED UP TO AN ACCESSIBLE T111 TECHNOLOGY DEMOLITION PLAN - LEVEL 1 - PHASE 1 Yes 3. WIRE ACCESS POINTS (WAP) SHALL BE PROVIDED BY THE OWNER AND INSTALLED BY THE REFERENCE ONLY AND WILL BE PROVIDED BY THE OWNER. LOCATION ABOVE THE FINISHED CEILING. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL STRUCTURED CABLING CONTRACTOR. BE PER SPECIFICATIONS SECTIONS 270528. T112 TECHNOLOGY DEMOLITION PLAN - LEVEL 1 - PHASE 2 Yes 2. THE RACEWAY SYSTEMS NOTED FOR THE AV EQUIPMENT INSTALLATION SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND INSTALLED 17. EACH FLOOR MOUNTED VOICE/DATA OUTLET SHALL HAVE A SINGLE GANG SPACE WITHIN THE FLOOR BOX AND (NUMBER OF 1" CONDUITS SHOWN ON THE DRAWINGS) 1" CONDUITS T121 TECHNOLOGY DEMOLITION PLAN - LEVEL 2 - AREA 1 Yes T122 TECHNOLOGY DEMOLITION PLAN - LEVEL 2 - AREA 2 Yes BASIC MATERIALS PER DIVISION 27 SPECIFICATIONS. CONCEALED IN SLAB STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED T211 TECHNOLOGY PLAN - LEVEL 1 - PHASE 1 Yes 3. SPEAKERS AND CABLING SHALL BE PROVIDED BY THE STRUCTURED CEILING. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE PER SPECIFICATIONS SECTIONS 270528. T212 TECHNOLOGY PLAN - LEVEL 1 - PHASE 2 Yes SYMBOL DESCRIPTION T221 TECHNOLOGY PLAN - LEVEL 2 - AREA 1 Yes CABLING CONTRACTOR. 18. ALL BONDING AND GROUNDING ELEMENTS UTILIZED FOR STRUCTURED CABLING SYSTEM SHALL BE T222 TECHNOLOGY PLAN -LEVEL 2 -AREA 2 Yes T301 TECHNOLOGY - ENLARGED PLANS Yes IN COMPLIANCE WITH SPECIFICATION SECTION 270526. (D BOX T401 TECHNOLOGY - DETAILS Yes 19. 19. INSTALLATION OF CATEGORY 6 UTP CABLE, COAX CABLE AND FIBER OPTICS CABLE SHALL BE IN T402 TECHNOLOGY - DETAILS Yes COMPLIANCE WITH SPECIFICATION SECTION 271000. CABLE INSTALLATION AND TERMINATIONS THAT DO ❑J FLOOR MOUNTED JUNCTION BOX NOT COMPLY SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL LOST. OPEDESTAL MOUNTED JUNCTION BOX 20. FOR SPACES WITH HARD CEILING PROVIDE CONDUIT FROM THE JUNCTION BOX SHALL BE CONTINUOUS TO THE CORRIDOR CABLE TRAY, OPERATING ROOMS FOR EXAMPLE. 21. STRUCTURED CABLING FOR VOICE/DATA SERVICES WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, NOT THE ELECTRICAL CONTRACTOR. EXISTING CONDUIT ABOVE HARD CEILING BETWEEN CEILING BOXES 22. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 CABLING SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR WITH THE EXCEPTION OF INCIDENTAL SLEEVES AND THE RACKS AND LADDER RACK WITHIN THE TELECOMMUNICATIONS ROOM. THESE RACEWAY SYSTEMS SHALL CONDUIT CONCEALED ABOVE CEILING OR IN WALL BE INSTALLED PER DIVISION 27 SPECIFICATIONS. CONDUIT CONCEALED IN SLAB, UNDERGROUND OR - UNDER FLOOR - - - - - - CONDUIT EXPOSED - 0 CONDUIT TURNING UP CONDUIT TURNING DOWN CONDUIT STUB CONDUIT CONTINUED FLEXIBLE CONDUIT GROUND OR GROUND ROD AS NOTED O SLEEVE TURNING UP SLEEVE TURNING DOWN _ _ _ _ _ EXISTING TO BE REMOVED EXISTING TO REMAIN EXISTING AFFECTED BY THIS PROJECT FUTURE NEW COMMUNICATIONS CABLE TRAY FOR HORIZONTAL CABLING. DIMENSIONS SHOWN ON DRAWINGS. E ] RATED WALL PENETRATION SEE FLOOR PLAN AND DETAILS FOR QUANTITY AND TYPE. NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ [a 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 FOR ARCHITECTURE www.tic-engineers com ©Copyright2016 TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 s0% V QNER O°. s••°• 0,.* GE N 3F yy9�i U�: No 66504 s STATE O Q4 ' l v ssS,ON /1011 Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T. DATE SUBMISSION NO. 04.15.16 CONSTRICTION DOCUMENTS GENERAL INFO, LEGENDS & SHEET INDEX - TECHNOLOGY PROJ. NO. H-15021.00 SHEET DRAWN TLC T001 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 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 m Y E co ■ ry U w H b a> C 0 w N 2 Co m ■ LO N 0 2 B m U O J _F O N m U oLID a � M N N A L r 7 o m N Co LID o U L 1) �L T Q O rl 1 1" = 20'-091 OVERALL TECHNOLOGY PLAN -1ST LEVEL 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGINEERING Fax:407-540-0234 FOR ARCH IT E CT PRE www.tic•engineers.com ©Copyrigh12016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 xx r✓j. � 665 -�, Np __: =V. OF mz® JA J* FS S Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton WEI A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS OVERALL PHASING PLAN 1ST LEVEL PROD. NO. H-15021.00 SHEET DRAWN TLC T01 0 ■ 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 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 0 ■ N ■ M ■ L ■ K ■ J ■ H ■ G ■ F E D m ai Y_ E CO ■ U W H b c a� C w a N 2 00 ■ rn m 0 2 m B c) 0 J O N N 2' ■ U N a LO o A N r C_06 N LO m LO C � o U s= z� n 0 r� 1 OVERALL TECHNOLOG 1 FF = 201-0" Y PLAN - 2ND LEVEL 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ P ■ 0 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 ENGINEERING Fax:407-540-0234 FUR ARCH I IF CTURE www.tic-engineers, com ©Copyright 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P. E. Florida License #66504 ,,,1aa111121®ra®B1®s 1 EA V. e ��OQ ° N® s,�g65®4 •• {tie -� sCc .TP, F 26 ON Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton *0 A R C H I T E C T DATE SUBMISSION NO. )4.15.16 CONSTRUCTION DOCUMENTS OVERALL PHASING PLAN 2ND LEVEL PROJ. NO. H-15021.00 SHEET DRAWN TLC ■ 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 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 c� a> E U Lu H b c m C 0 W a N _ 0 ■ rn N O B O _I O N a) � U N D_ N co o A N Q (�6 N m o U L m T n Ut , } { f _...-__--_ __�_ �_.__.__-._- is M,„ XAM e�.4 3 f E ' E , } E E i tn�."�"._ ....._..... __... __._... 1/8" = 1'-0" GENERAL DEMOLITION NOTES: 1. DURING THE EXECUTION OF THE WORK, ALL REQUIRED RELOCATION, REROUTING, ETC., OF EXISTING CABLING, EQUIPMENT AND SYSTEMS IN THE EXISTING BUILDING AREAS WHERE THE WORK IS REQUIRED, SHALL BE PERFORMED BY THE 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. 2. 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 OPERATION AND BE INTEGRATED WITH THE NEW SYSTEMS. 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 BE PROVIDED BY THE CONTRACTOR. 4. ALL EXISTING VOICE/DATA CABLES AND CONNECTING HARDWARE NOT TO BE USED AFTER THE NEW INSTALLATION IS COMPLETE AND WITHIN THE AREAS WHERE WORK IS REQUIRED AS PART OF THE PROJECT SHALL BE REMOVED BY THE SCS CONTRACTOR. ALL EXISTING CABLES TO BE LEFT FOR FUTURE USE IF INDICATED BY THE OWNER SHALL BE TAGGED FOR THAT PURPOSE. 5. THE OWNER RESERVES THE RIGHT TO INSPECT THE MATERIAL SCHEDULED FOR REMOVAL AND SALVAGE ANY ITEMS HE DEEMS USABLE AS SPARE PARTS. 6. THE CONTRACTOR SHALL PERFORM ALL WORK IN PHASES AS DIRECTED BY THE OWNER/ARCHITECTURAL PHASING PLAN TO ACCOMPLISH THE PROJECT PROGRESS SCHEDULE. 's k 3 � ELF•—% E , t (( I 1 4 �} 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 u4> F aee�Om34EIEGx40gRAEnin, E, ©Copyright2016 TLC Engineering for Architecture, Inc. r COA 15 TLC NO: 115498 �, SEAL ChristopherV. O'Hara, P.E. Florida License #66504 i k£ \ EN Fr i •9� ®® 6g50 •f q 0" �n �® jc- ... .... Florida Hospital Zephyrhills i` i F EMERGENCY ROOM RENOVATION 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 Cs Hunton I *a . • A R C H f T E C T DATE SUBMISSION NO. P4,15.16 CONSTRUCTION DOCUMENTS TECHNOLOGY DEMOLITION PLAN - LEVEL 1- PHASE 1 PROD. NO. H-15027.00 SHEET DRAWN TLC T111 ■ 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 R P ■ O ■ N M ■ L ■ K J ■ H ■ G ■ F ■ E D m a� ai Y E (I U W H b c N C 0 w N 2 00 ■ m LO u-> r _N N O m B U O J O N O Q' ■ U y d yi 00 N A } lT O n LO 73 o a 0 1 1/8" = 1E-0E1 TECHNOLOGY DEMO PLAN -1ST LEVEL - PHASE 2 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 - - - -- - - -- -- --- - - , - - -r I I TI'-- GENERAL DEMOLITION NOTES: 1. DURING THE EXECUTION OF THE WORK, ALL REQUIRED RELOCATION, REROUTING, ETC., OF EXISTING CABLING, EQUIPMENT AND SYSTEMS IN THE EXISTING BUILDING AREAS WHERE THE WORK IS REQUIRED, SHALL BE PERFORMED BY THE 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. 2. 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 OPERATION AND BE INTEGRATED WITH THE NEW SYSTEMS. 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 BE PROVIDED BY THE CONTRACTOR. 4. ALL EXISTING VOICE/DATA CABLES AND CONNECTING HARDWARE NOT TO BE USED AFTER THE NEW INSTALLATION IS COMPLETE AND WITHIN THE AREAS WHERE WORK IS REQUIRED AS PART OF THE PROJECT SHALL BE REMOVED BY THE SCS CONTRACTOR. ALL EXISTING CABLES TO BE LEFT FOR FUTURE USE IF INDICATED BY THE OWNER SHALL BE TAGGED FOR THAT PURPOSE. 5. THE OWNER RESERVES THE RIGHT TO INSPECT THE MATERIAL SCHEDULED FOR REMOVAL AND SALVAGE ANY ITEMS HE DEEMS USABLE AS SPARE PARTS. 6. THE CONTRACTOR SHALL PERFORM ALL WORK IN PHASES AS DIRECTED BY THE OWNER/ARCHITECTURAL PHASING PLAN TO ACCOMPLISH THE PROJECT PROGRESS SCHEDULE. CA255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENBINEERIN6 Fax:407-540-0234 FURARCHITECTURE www.tic-engineers.com ©Copyrighl2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 z• N o : W TE O .Qj �_ Florida Hospital zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS TECHNOLOGY DEMOLITION PLAN - LEVEL 1- PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN TLC T112 ■ 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 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R ■ �, 1-1 ■ O ■ N ■ , "- M 0 L ■ K ■ J ■ H ■ G ■ F E E D (a a) 6 Y E w U u1 6 c ya) 0J C r) W a Q) N _ co 0) It LO _(n a) cQ C Ft B U O J O N > (L) 0' ■ U D 2 u 0- (6 Cl) 6 N m (D o A 5 N z I o CO N n` LO c C n U C aT n o ,� 1 1/8" = 1E-0" GENERAL DEMOLITION NOTES: 1. DURING THE EXECUTION OF THE WORK, ALL REQUIRED RELOCATION, REROUTING, ETC., OF EXISTING CABLING, EQUIPMENT AND SYSTEMS IN THE EXISTING BUILDING AREAS WHERE THE WORK IS REQUIRED, SHALL BE PERFORMED BY THE 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 NEWTIE-INS ARE PERFORMED. 2. 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 OPERATION AND BE INTEGRATED WITH THE NEW SYSTEMS. 3. ALL DEACTIVATION, RELOCATION, AND TEMPORARY TIE-INS _) SHALL BE PROVIDED BY THE CONTRACTOR. ALL DEMOLITION, , ,,,.P ;' REMOVAL AND THE LEGAL DISPOSAL OF DEMOLISHED MATERIALS OF SYSTEM DESIGNATED TO BE DEMOLISHED SHALL BE PROVIDED BY THE CONTRACTOR. 4. ALL EXISTING VOICE/DATA CABLES AND CONNECTING HARDWARE NOT TO BE USED AFTER THE NEW INSTALLATION IS COMPLETE AND WITHIN THE AREAS WHERE WORK IS REQUIRED AS PART OF THE PROJECT SHALL BE REMOVED BY THE SCS - -- , . ".., -. �_ _ tgv_ CONTRACTOR. ALL EXISTING CABLES TO BE FT FOR FUTURE __ _,.. -.,, ....,_......- - ,, „_,; . 3 USE IF INDICATED BY THE OWNER SHALL BE TAGGED FOR THAT PURPOSE. �_ 5. THE OWNER RESERVES THE RIGHT TO INSPECT THE MATERIAL _._..-, SCHEDULED FOR REMOVAL AND SALVAGE ANY ITEMS HE DEEMS _., . - - '� � `� USABLE AS SPARE PARTS. x 14 - . .-_,' - - -- - _ - 6. <.:r. __ . _ .;; , .,..E ,.. s , PLAN TO __. �'� �' THE CONTRACTOR SHALL PERFORM ALL WORK IN PHASES AS I „ "',..,..,_.. , _.. ..". .... .......... ....,..,.. DIRECTED BY THE OWNERIAR HITECT RAL PHA IN ACCOMPLISH THE PROJECT PROGRESS SCHEDULE U S G �- �,, _ _ I ,<, �,:-, �, ,. } .._. __ i r, , E 1. � „„ , - .. - - _,. _. _.__ .. ..._._... .._ _ - _ -,"" d'� as " hrw x ��., , ..--� m,' } # p'. _ ,�,�++..a 4,^. .. -. M '`�� a �. ,i R- - z A ` Z - § 3' a a e'-.:, k t � $: a e i, Cs°N� "` 0 3'. 11 ''. s. _ # _ '. r«�.R . ''<,> y ; ,:. i .,- - % ,_ s ?e..i n Ms ,aT : E u r :. : SM,,' _ i. r - :<. , ' d� . , x n� ' - n ,, w,. . 9 �< . 11 �� I 1., .. - . " , .,.1. -- _ . . - - -_ __ -- !, t _ - , I 11 f : : :- - ,,,..,v ,s - s.-,. .v , , ':'. i x .r.v ,r.�.. -.,, -.. : i , x , Y , --. , . , .. , ,' 9 - 11 11 - -� 51 ry: s. r , , - Mn 1, 5. F ,_ $ -' : } -- - _ _ E ., _, , _::: : , u: _ - :r. - fs, �.-. ., .,.. _.. .. tg,i .'i-a'n lu'2,,,. Y. �. ;,f.�- . ..s?< �3k�w-sa "., . 5,...v� ..� . ...., `'.,�.., i1-%' da Z,i tY.. ,,..' % ,' L < .. .... ... Mars 11 E , ... .. .. _ ._,. , . ` �= ,�1-1 11 � - i'' }��, g ; i _ 1 A � $tea. i .. ., F,; 1 9 4. . �: : ; �,:,�� : €'�3... 255 S. Orange Avenue __ �:; - - - _ - Suite 1600 t ,_ ; _ s .-- ,-% _ _ _ _ :: - , ....... , , - _ ,,,._. ,,, ._. Orlando FL 32801 - _ / _ �� _. Phone: 407-841-9050 t,, � , ! ...... ....__.. _,,._.... ......._...... ,.., ......_. , ____. E e'z: s.: , j ■ R A R C N I i E C T i _. - of k ,e:., . ___s;. - . EN6INEERINC Fax:407-540-0234 - .. -,.. x ©Co ri ht216 ■RTLC Engineering for Architecture Inc: _.. _ I. _. 9 1 e P z COA15 TLC NO: 115498 1 i a. .. i a i� 1a SEALO'Hara, ;, _r51 Christopher V. 0' P.E. P .1 I_ _ Florida License #66504 ,�: ,1 1 y I ' E µ ,11, Ley�s r. , D fi L� I Y tE HER �s� _. l -:v 9 i 0 �a 665Q4. 1 I , :, .y ?1 �,; . I t _... -, _ , .. ' ., _ . - xM ATE O is • ST F �; Ur a df . ! ! - ,. 1.\} ... „g 0= : ups `�-a-� 00 �,m �= .,," -�' �..-�;:. „-<. ,.�' - � l OR . � I-- % 7, ( q u . : „ : 3 -. ,111. 1 : iI . ` - I . - . , I( - - - _ - . I11 11- 1-11111-1- 1.111, 6 A - I . " - � �'�, 1. I - I , z , , : �,% ,,,�: I �, , - �� � , z,� � I , � , ,� c ; I ,� 1�5 1 . I€I I I � i . I I - 11 11 - 1. I I-, "Ill 1111.1 I 1111111-11.1--11-1 11 IFlorida � � I ,� � � ''I . � � � - I . 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'. i >_ " ,", , I : f� �;'. �'e �e � I - I - .11 �� .. w I . �; I 1� rh .., , a .z -. I � I � �,, 1; I 1- I ---I 7 I I .1 I �, I : - I . I � �� � �ei 5 I I ;�; � I I i � - I 11 r. I �� ; I � I �_ , ._I � I — r I � e � :", I �� 1, I I "II , I - '� lj ARCHfTECT - 1; ,x; ... .. - _... , - - - '' },II , 1 �, ; f �' E -, - , ... t ? , " � i i, I'. „r ti. • '' - e., ,;: f-1, e,� a ... _...1.1.1:1 ... , 041516 CONSTRUCTION DOCUMENTS f�,_... ,.._.- -. _. _ IT- ,.11i 1. -- -_ . ,.. a I c- � f �,._ } s f , ,py. Iwa� S. —.__ TECHNOLOGY DEMO PLAN - 2ND LEVEL - AREA 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 N 10 ■ 11 ■ 12 ■ 13 TECHNOLOGY DEMOLITION PLAN - LEVEL 2 - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN TLC T121 R ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 - , II ------ .-1E.___"--_-. --._ — --- --— _-. -_. T_ ___. _.. i-----�I - (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 ■ J ■ H ■ G ■ F ■ E ■ D C6 6 ;_ ry 1 U w 6 c m C 0 w CL N 00 ■ rn a) O 2 ca B U O J O N U � U N d � N U Q) O o A N co Q E�0 N o LO GENERAL DEMOLITION NOTES: 1. DURING THE EXECUTION OF THE WORK, ALL REQUIRED RELOCATION, REROUTING, ETC., OF EXISTING CABLING, EQUIPMENT AND SYSTEMS IN THE EXISTING BUILDING AREAS WHERE THE WORK IS REQUIRED, SHALL BE PERFORMED BY THE 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, 2. 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 OPERATION AND BE INTEGRATED WITH THE NEW SYSTEMS. 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 BE PROVIDED BY THE CONTRACTOR. 4. ALL EXISTING VOICE/DATA CABLES AND CONNECTING HARDWARE NOT TO BE USED AFTER THE NEW INSTALLATION IS COMPLETE AND WITHIN THE AREAS WHERE WORK IS REQUIRED AS PART OF THE PROJECT SHALL BE REMOVED BY THE SCS CONTRACTOR. ALL EXISTING CABLES TO BE LEFT FOR FUTURE USE IF INDICATED BY THE OWNER SHALL BE TAGGED FOR THAT PURPOSE. 5. THE OWNER RESERVES THE RIGHT TO INSPECT THE MATERIAL SCHEDULED FOR REMOVAL AND SALVAGE ANY ITEMS HE DEEMS USABLE AS SPARE PARTS. 6. THE CONTRACTOR SHALL PERFORM ALL WORK IN PHASES AS DIRECTED BY THE OWNER/ARCHITECTURAL PHASING PLAN TO ACCOMPLISH THE PROJECT PROGRESS SCHEDULE. { ' a q IGI t � FgE U _.. ., J. , r _ r v < 1 w n„ , e 7 y .,...,..... 'a': „his. ". A5)'�`:..t '. '. �S�Sr :,.t"..:. :.�. - 'S:...... '.. .. .. i y<+j'.S. . , ... .a"ii3`. xy33"-+':ii .. .~,s,. -..... ,i'•.bTs. a'_`:'�•.m.'•. .. .. v� '�Y'§=% � 2i.. 3°a, -'. s... �:.zea.A. _ fi C '�'c' '-w& � . ..: ........... .. { . .. � ... ..-..,:ax+ ""�> `tom t, ._. -v .. - . ..... '4 �' -+. '° k } p. �xi� ,, - .. tS ��.>- ac...:x .a.�� la�ixT .,.>>...:. '.5......,. ��a. T.' "+'k'a..z.. ..__...T: !.£i�Fi a��' Sa"+�axa a�ta2a3-�'o C�a�i �a.G,-� �a`tr �> f�aKa$a � Y> .<5ztaY�i �:Sdi �"-.iF� '�ei+'w1> � hYi�'�' 4YSia4 �'¢T ww�2 z Ai ii gh f : u5si r, [3 3 <t 4r } G' S ,s f s z;.x:s.. -.,.1+ , F > 1 e �ci y, ..r '�s. --Yak:. ,>.. i'sy. ..., ... .....,...,. ��. .. n _.-_ ➢a'�1#' . , ... -_ s?9+ 9. £" 2 '.> � f, '-e - 35a,.E3mx cs¢�*:a., i#':. S 51 :.,: .. -.... : f.. .. i-. A � � , .. w,�.-.�^.x .... .-..-nx nr�i>R �. . . - -tea -.�. __.. .� a L _ � .13 - ' _ , .��� _x:.:�.� r�� ;i� �� �� �x��- �� ��� -m�; :..:..�. .�>� �� Vim' �.s.,mz #� �.... - ;<> .. , ...,- .,. ,�,.., �:, �,:>�� ��x=ram �_�--a> c� � =a�':�= a � '��� �,_��'� > _ 9 s r ei 255 .OrangeAvenue ^ g , i $ Suite 1600 Orlando, FL32801 re Phone: 407-841-9050 ak<� E N B 1 N E E R I N 6 Fax: 407-540-0234 f ` OR ARCHITECTU RE URE WWW.tC•Bf1g111EtBfS,COm -_ ©Copyright2o16 TLC Engineering for Architecture, Inc. '•-' COA 15 TLC NO: 115498 _4. SEAL Christopher V. O'Hara P.E. " - ., ,,,t Florida License #66504 ,f v' r'> i.� c. a .,.... _ ._...,, ... .. �. .. ass Ai 0 a® � �E fib ? [I �i t� ff rl M o da Hospital i F, Zephyrhills F t j EMERGENCY ROOM RENOVATION unton L7O i A R H I T E C DATE SUBMISSION NO. 04.15.1(o CONSTRUCTION DOCUMENT5 TECHNOLOGY DEMO PLAN -2ND LEVEL - AREA 2 TECHNOLOGY DEMOLITION PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021,00 SHEET DRAWN TLC T122 � 1 ■ rn .L a a 0 r) 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 Copyright Hunton6rady 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 I l_F_l---- - - - 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 ■ a G ■ F ■ E D Cd a� m Y_ E Cfl • U W b as C 0 w Iz N LL 0) • rn LO LO O 2 m B U O J O N N N U O O N q N N m o U I) a O r� 1 1/8" = 1'-0" 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL NOTES: 1. USE EXISTING CABLE TRAY WHERE AVAILIBLE, PROVIDE ADDITIONAL CABLE SUPPORT WHERE NEEDED, O 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 AT CEILING MOUNTED CAMERA PROVIDE NETWORK CONNECTION SECURELY MOUNTED ABOVE THE CEILING. CAMERA AND PATCH CORD SHALL BE SUPPLIED BY OWNER INSTALLED BY STRUCTURED CABLING CONTRACTOR. 4 PROVIDE NETWORK CONNECTION FOR DDC PANEL, COORDINATE LOCATION AND CONNECT PER REQUIREMENTS WITH MECHANICAL CONTRACTOR. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 lflPhone:407-841-9050 EN GINE E R I N 6 Fax: 407-540-0234 FOR ARCHITECTURE www.tic-engineers.com ©Copyright 2016 TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 ,`11,11101101P jit ♦0 PHEB V `/ ♦ `'J O� Q�: :,�G �N�F�'�' `ems 40 No 66504 : y �-33 STATE OF s/e 6r � ' % Florida Hospital Zephyhills EMERGENCY ROOM RENOVATION 0 10 Hunton � + A R C H I T E C T rDATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS TECHNOLOGY PLAN - LEVEL 1- PHASE 1 PROJ. NO. H-15021.00 SHEET DRAWN TLC T21 1 ■ 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 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 ni m t ai Y E i CU ■ U Lu 6 c w C 0 W ,z N LL 0 ■ m O m B U O J O N N U N � o o A N o Ln N N m V C 7 U L rn L T Q. 0 �1 1 1/8"=11-0'H 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL NOTES: 1. USE EXISTING CABLE TRAY WHERE AVAILIBLE. PROVIDE ADDITIONAL CABLE SUPPORT WHERE NEEDED. O 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. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 E NGIN EERING Fax: 407-540-0234 EUR ARCHITECTURE www.tic-engineers. com ©Copyright218 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Flori, ii oglecense #66504 or'l 11l b E NSA`° �UQ"< No 66504 VP % STATE OF 41J �e OR �=N C6 ®®% I Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS TECHNOLOGY PLAN - LEVEL 1- PHASE 2 PROJ. NO. H-15021.00 SHEET DRAWN TLC T121 12 ■ 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 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 �a am aj Y_ E CO ■ U w H b C 0 w a N 2 N ■ rn N O B U O J CO C) N N Q' ■ � U N a. o o N A Q T O m � r O � C 7 S U a 0 n 1 1/8" = 1'-0" TECHNOLOGY PLAN - 2ND LEVEL - AREA 1 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 — -- GENERAL NOTES: 1. USE EXISTING CABLE TRAY WHERE AVAILIBLE. PROVIDE ADDITIONAL CABLE SUPPORT WHERE NEEDED. T 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 AT CEILING MOUNTED CAMERA PROVIDE NETWORK CONNECTION SECURELY MOUNTED ABOVE THE CEILING. CAMERA AND PATCH CORD SHALL BE SUPPLIED BY OWNER INSTALLED BY STRUCTURED CABLING CONTRACTOR. 4 ROUTE AND TERMINATE CABLES TO EXISTING COMMUNICATIONS ROOM SERVING AREA. COORDINATE WORK WITH OWNER. 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 E N 6 1 N E E R 1 N G Fax: 407-540-0234 FURARCRITECTURE www.tic-engineers,com ©CopyrigN2016 TLC Engineering for Architecture, Inc. COA 15 TLC No: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 ePNE'R s R� ed 4 ee� • Z No 66504 •U o cc • STATE 0 •40 U Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION F4CTnton _ A R C H I T E DATE SUBMISSION NO. r0k5.16 CONSTRUCTION DOCUMENTS TECHNOLOGY PLAN - LEVEL 2 - AREA 1 PROJ. NO. H-15021.00 SHEET DRAWN TLC T221 ■ 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 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R f� P ■ 0 N M L K J H G ■ F E -5 D co a> t ai Y_ E tOl U w H b c C 0 W a- N 2 ■ rn O B O O J co O N N X ■ � U N n N N h N A Q 0 o N N m LO o � U L TT O_ 0 r� 1 1/8" = 1'-0" TECHNOLOGY PLAN - 2ND LEVEL - AREA 2 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 GENERAL NOTES: 1. USE EXISTING CABLE TRAY WHERE AVAILIBLE. PROVIDE ADDITIONAL CABLE SUPPORT WHERE NEEDED. O 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 AT CEILING MOUNTED CAMERA PROVIDE NETWORK CONNECTION SECURELY MOUNTED ABOVE THE CEILING. CAMERA AND PATCH CORD SHALL BE SUPPLIED BY OWNER INSTALLED BY STRUCTURED CABLING CONTRACTOR. 4 PROVIDE NETWORK CONNECTION FOR DDC PANEL, COORDINATE LOCATION AND CONNECT PER REQUIREMENTS WITH MECHANICAL CONTRACTOR. 5 NETWORK OUTLETS IN THIS AREA SHALL BE MOUNTED ABOVE THE ELECTRICAL PLUG MOLD STRI P .13 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone:407-841-9050 E NGINEERING Fax: 407-540-0234 FOR R RCRITE CTORE WWW.tic-engineers, corn ©Copyrigh12016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL Christopher V. O'Hara, P.E. Florida License #66504 0��9®HER \0 E NSF•'- U : No 66504 ® � �9 STATE OF . �/ �p 11P ems'>�• 'A,L O R,p�' Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton A R C H I T E C T DATE SUBMISSION NO. 04.15,I& CONSTRUCTION DOCUMENTS TECHNOLOGY PLAN - LEVEL 2 - AREA 2 PROJ. NO. H-15021.00 SHEET DRAWN TLC T222 ■ 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 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 0 PLAN NOTES R ■ P 0 N ■ M ■ L ■ K ■ J ■ H ■ G F E D Y E CO ■ U w H b c a� ry C 0 w N w C6 ■ rn LO Lt N O 2 m B U O J 0 N N U V d. U N 4) f� o A N N N L n � C � O � G 7 L c a 0 -----rr,d ad- a g fipf e M 7 ENLARGED TYPICAL PATIENT ROOM - 2ND LEVEL - TECHNOLOGY 1/2" = 1'-0" 5 1/2" = 1'-0" 1/2" =1'-0" EXISTING TO REMAIN: ALL EXISTING AND NEW CABLING SHALL BE PROPERLY SUPPORTED FROM THE BUILDING STRUCTURE. k m Imm mi IN-mgm � u 1/2" = 1'-0" 3 1/2" = 1'-0" ENLARGED TYPICAL TRIAGE -1ST LEVEL - TECHNOLOGY 1 TX 19" TWO POST RACK. SEE SPECIFICATIONS FOR DETAILS 2 12" LADDER RACK MOUNTED AT T-6" A.F.F. 3 GROUND BUSBAR. SEE SPECIFICATIONS FOR DETAILS 4 8' HIGH, 3/4" THICK PLYWOOD BACKBOARD PAINTED WITH FIRE RETARDANT PAINT. MOUNTED AT 6" A.F.F TO BOTTOM 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 Phone: 407-841-9050 ENGIN E ERING Fax: 407-540-0234 FUR ARCHITECTURE www.tic-engineers.com ©Copyright 2016 TLC Engineering for Architecture, Inc. COA 15 TLC NO: 115498 SEAL ChristopherV. O'Hara, P.E. Florida License #66504 eee,CO �.o.000vo 0, o . Q. ®U a No 66504 . 9 ' 3 STATE OF446 o F .;)��. C?ee �Oi P►��� Florida Hospital Zephyrhills EMERGENCY ROOM RENOVATION Hunton WL A R C H I T E C T DATE SUBMISSION NO. 04.15.16 CONSTRUCTION DOCUMENTS TECHNOLOGY - ENLARGED PLANS PROJ. NO. H-15021,00 SHEET DRAWN Author T301 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.hunlonbrady.com License AAC001744 a' - ---- ---- - - - - - --i i- - - - - - -- - - — - --- - - - --- -- -- — — ---- —. — -- -- —. 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 R -- 1 R UL SYSTEM NO, W-L-1001 3/4" CONDUIT mb • SURFACE SURFACE MOUNTED BOX BOX FACESIEMMOUNTED— CAT6 4-PAIR COMMSCOPE RG6 COAX COMMSCOPE #0694 SIEMON MX-SM1 WITH COMMCAT6-75N4-BLU BLUE SLAB WITH MX6-20 (BLUE) MX6-20 -. ° ° d° G ° ° ° ° ° ° ° ° ° ' ° " ° SINGLE GANG FACE PLATE FOR (2) MODULESi P P ° d° u SIEMON #MX-FP-S-02-20, PAIR3 CAT6 TO CAT6 TO PAI R2 PAIR 1 PAI R4 Comm COMM / \ ROOM ROOM - - - - ■ __ / \ A • CAT6 PATCH CORD CAT6 PATCH CORD ( I 2 GANG BACK BOX DETAIL NOTES: O 2 WALL ASSEMBLY - THE 1 2 3, OR 4 HOUR FIRE RATED GYPSUM WALLBOARD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE F-TYPE ADAPTER 1 8 3 4 5 6 6 O 1 MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL SIEMON #MX-F-FA-20 BL 5 W7 BR 0 ACCESSIBLE CEILING W 0 2 3 FIRE RESISTANCE DIRECTORY. JACK POSITIONS 2� CONDUIT - NOM 4" DIAMETER OR SMALLER STEEL ELECTRICAL METALLIC TUBING. A MAXIMUM OF ONE CONDUIT IS PERMITTED CAT6 RJ45 JACK FOR PATIENT CARE AREAS PROVIDE BLANK FOR NURSE ■ IN THE FIRE STOP SYSTEM. CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED SIEMON #MX6-F20 CALL TV CONNECTION. ON BOTH SIDES OF WALL ASSEMBLY. • ACCESS POINT ACCESS POINTJ== 3 FILL VOID OR CAVITY MATERIAL - CAULK FILL MATERIAL BEARING THE UL CLASSIFICATION MARKING INSTALLED TO EIA T568B COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN.1/4" DIAMETER N FRONT VIEW SIDE VIEW BEAD OF CAULKAPPLIED TO PERIMETER OF CONDUIT AT ITS EGRESS FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON N WALL BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRE STOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE MODULAR JACK WIRING (FRONT VIEW) RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF 4A�'WAP THE FIRE STOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW; ■ S1 NOTE: CABLE EQUALS BY: ACCESS POINTS AND PATCH CORDS ARE NOT IN ■ SIEMON AND GENERAL CABLE COORDINATE WITH CONTRACT, PROVIDE BY OWNER INSTALLED BY MOUNTING BRACKET STRUCTURED CABLING CONTRACTOR MAXIMUM CONDUIT ANNULAR SPACE FIRE RATING T RATING DIAMETER IN INCHES IN INCHES IN HOURS IN HOURS 1 0 TO 3/16 1 OR 2 0,1 OR 2 FIN. FL. M 1 1/4TO1/2 3OR4 30R4 M 4 0 TO 1-1/2 1 OR 2 0 6 1 /4 TO 1 /2 3 OR 4 0 12 3/16 TO 3/8 1 OR 2 0 " 1 ■ ■ WIRELESS ACCESS POINT CONDUIT PENETRATION OR FIRE WALL TV OUTLET MODULAR JACK WIRING DETAIL No Scale O No Scale No Scale No Scale L L ■ ■ SIEMONS #HD6-48 CAT 6 PATCH PANEL 1 (1) UTP 4 PAIR K APPLY UL LABEL AT 48 PORT �01 CAT6 CABLE TO TR, EZ-PATH COMMSCOPE K PENETRATIONS COMM. CAT6-75N4-BLU (BLUE) (1) 4" EZ-PATH o RATED �Ej Ej U U U U Ij U U U U UUUUU UUUUU1j ■ PATHWAY 1 2 3 4 5 8 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24� ■ p D D D p D D D IjEjIjIjUU U1jUUUU UUUUU1j IjIjUUUU 0 D p D p D D D 25 26 27 28 29 30 31 32 33 34 35 38 37 38 N 40 41 42 43 44 45 46 47 41 p D p D D p Dp pD Dp D A 0 TR#-PP# T401 GROUND WIRE J a PORT # CONCRETE ANCHOR ROOF DECK CLAMP #10 AWG COPPER TYPICAL PATCH PANEL BAR JOIST TO CABLE TRAY LABELING IDENTIFICATION 2 1 (TYP) 1 r- i ■ JACK NUMBER IN PATCH (2) 4" SLEEVES PANEL AND IN OUTLET TELEPHONE WALL PLATE ■ (PORT #) ROOM # CP TECHNOLOGIES #630A-6C. OR EQUAL 32 -- i -- O H ARLINGTON CAT 6 SERIES LOOP SUPPORTS H NOTES: 255 S. Orange Avenue • O PATCH PANELS WILL BE # A,B,C; ETC. Suite 1600 FOR THE NUMBER OF PANEL REQUIRED PER RACK. Orlando, FL ■ OUTLET DESIGNATOR SELF ADHESIVE LABELS in Phone: 407-841-841-9050 TR #: TR WHERE OUTLET IS CONNECTED TO E N 6 1 N E E R I N 6 Fax: 407-540-0234 OPROVIDE 2RU HORIZONTAL WIRE MANAGER PP #: PATCH PANEL OR WIRING BLOCK NUMBER IN TR FURARCHITECTURE www.tic-engineers.com BETWEEN EACH PATCH PANEL. CPI #30330-719 CABLE EQUALS BY: ©Copyright2016 TLC Engineering for Architecture, Inc. SIEMON AND GENERAL CABLE PORT #: PORT # ON PATCH PANEL ROOM #: ROOM ID WHERE OUTLET IS LOCATED COA 15 TLC NO: 115498 G SEAL G�� NOTE: Christopher V. O'Hara, P.E. 1. BOND SLEEVES TO CABLE TRAY W Florida License #66504F1 AND/OR LADDER RACK 2.04 SIMILAR. CABLE HANGER WALL PENETRATION AT RATED WALLS 2X1 PATCH PANEL WALL PHONE OUTLET WIF1 e FIRE RESISTANCE PATHWAY - BY ELECTRICAL CONTRACTOR DIV.16 No Scale ,,sQ.�`= C)� No 66504 ®y No Scale No Scale 5 No Scale 2 " *° F ° :,'0 0 � Q' F ®•® STATE OFzo V. CABLES FROM TR. `®®®®������ COMMSCOPE;���(?®v ■ COMMCAT6-75N4-BLU (BLUE) (1) PER JACK • Florida Hospital LOOP SUPPORTS E APPLY UL LABEL AT Zep y� i s EZ-PATH E PENETRATIONS Al I ABC A2 CABLING 1 EMERGENCY ROOM RENOVATION ■ o �01 SINGLE GANG FACEPLATE FRAME -4 PORT ■ (3) 4" EZ-PATH SIEMON #MX-FP-S-04-20 RATED PATHWAY ACCESSIBLE CEILING � D 1" CONCEALED CONDUIT D c� GROUND WIRE #10 AWG COPPER o E RJ45 CAT6 JACK MODULES u n n E TO CABLE TRAY �i BASKET TYPE CABLE (TYP) WALL • ■ TRAY. DIMENSIONS AS MX6-20 = SHOWN ON FLOOR PLANS IA31 ABC A4 A R C H I T E C T S w (3) 4" SLEEVES CASEWORK 6 w C C o OUTLET DESIGNATOR SELF ADHESIVE LABELS DATE SUBMISSION NO. C ABC INDICATES THE COMM ROOM JR) NUMBER 04.15,16 CONSTRUCTION DOCUMENTS N 3 Al INDICATES THE FIRST PATCH PANEL (A) AND PORT 1 ON FACE PLATE THE PATCH PANEL .... A2 IS THE SECOND PORT, ETC. 00 T401 CABLE EQUALS BY: ■ SIEMON AND GENERAL CABLELO ■ CABLETRAY MINIMUM CLEARANCES SINGLE GANG BOX in W/PLA TER RING FOR THE OTHER OUTLET TYPES PROVIDE FLOOR AS FOLLOWS o B 6 6" 6 OUTLET TYPE FACE PLATE # OF RJ45 CAT6 JACKS B J FOR DATA OR VOICE co o SIDES HANGER F2 SINGLE 2 N NOTE: F3 SINGLE 3 SUSPENSION METHOD 1. BOND SLEEVES TO CABLE TRAY F4 F1 SINGLE 1 • 2" AND/OR LADDER RACK ■ 2.4X4 SIMILAR. TECHNOLOGY - DETAILS b � FIRE RESISTANCE PATHWAY - BY ELECTRICAL CONTRACTOR DIV.16 N d A CABLE TRAY (SIDE HANGER) WALL PENETRATION - AT RATED WALLS (M) TYPICAL OUTLET MOUNTED IN CASEWORK WALL MOUNTED OUTLET - VOICE/ DATA N A i N No Scale 12 No Scale 9 No Scale 6 No Scale 3 PROJ. NO. H-15021.00 SHEET N N DRAWN Author 1'41 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 c Copyright HuntonBrady Architecfs 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 Q. 0 R P O ■ N M L ■ K ■ J j,. ■ H G F ■ E ■ D c� ai E of ry 2 U w H b � C 0 w a a) N w C ■ rn Ln 0 r N .O O m B v O J O O N j N Q' ■ U d M M ti o A N 0 O N LO 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 00 1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ g ■ g ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 r, 20 Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 639-0886 (407) 839-117P9/Fax www.huntonbrady.com License AAC001744 s