Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
7050 Gall Blvd (103)
.0 WI O D U PROJECT DESCRIPTION Executive Summary The scope of work includes a build out of (2) Operating Rooms, a sub -sterile work room, a fire rated storage room, and a scrub alcove within the existing shell space of the AdventHealth Zephyrhills 2nd floor. Project Type Level 2 Alteration - Existing 1-2 Occupancy Project Size The total area is approximately 1,573 Gross Sq. Ft. AdventHealth - ZEPHYR,HILLS U 9 1wil a Lvel FWTOTO WL M ffffl I 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 CONSTRUCTION DOCUMENTS AHCA CLIENT CODE/FILE-PROJECT SUB. NUMBER: 231100046-122-1 12/11/2019 SHEET INDEX Current Revision SHEET NUMBER SHEET NAME Current Revision Date 301 E. Pine Street, Suite 350 00-GENERAL Orlando, Florida 32801 G00o COVER 407-893-5800 Fax 407-264-6624 G001 PROJECT INFORMATION G002 GENERAL NOTES G003 GENERAL DETAILS AND ACCESSIBILITY www.rsandh.com 03-STR500TU RAL GENERAL STRUCTURAL NOTES FL Cert. Nos. AAC001886 * IB26000956 S101 LOW ROOF/ 3RD FLR FRAMING PLAN EB0005620 * LCC000210 * GB238 S201 SECTIONS & DETAILS 04-ARCHITECTURAL A100 LIFE SAFETY PLAN 1 1/08/2020 A101 SMOKE COMPARTMENT LIFE SAFETY PLAN 1 l/08/2020 A102 DEMOLITION PLAN 1 1/0&2020 A103 NEW CONSTRUCTION PLAN 1 1/08/2020" A104 REFLECTED CEILING PLAN 1 1/08/2020 ALL WORK SHALL COMPLY WITH PREVAILING ,,k5 ENGINEERING A105 EQUIPMENT PLAN CODES FLORIDA BUILDING CODE, S 0 L U T 1 0 N S. A401 ENLARGED PLANS, ELEVATIONS & DETAILS NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS A501 PARTITION &MILLWORK DETAILS ORDINANCES 255 S. Orange Avenue A601 DOOR SCHEDULE AND FINISH LEGEND Suite 1600 A602 FINISH PLAN, LEGEND & DETAILS 1 1/08/2020 Orlando, Florida 32801 05-FIRE PROTECTION Phone: 407-841-9050 FP001 GENERAL FIRE PROTECTION INFORMATION Fax: 407-540-0234 FP103 NEW CONSTRUCTION PLAN - FIRE PROTECTION www.Uc-engineers.com 06 PLUMBING REVIEW DATE P001 GENERAL PLUMBING INFORMATION CITY OF ZEPHYR ILLS P100 DEMOLITION PLAN - PLUMBING FIRE AND LIFE SAFETY FXAMIN P101 DEMOLITION PLAN - MEDICAL GAS P102 NEW CONSTRUCTION PLAN - GRAVITY P103 NEW CONSTRUCTION PLAN - GRAVITY ALT. P104 NEW CONSTRUCTION PLAN - PRESSURE P105 NEW CONSTRUCTION PLAN - PRESSURE ALT. P106 NEW CONSTRUCTION PLAN - MEDICAL GAS P107 NEW CONSTRUCTION PLAN - MEDICAL GAS ALT. P201 PLUMBING DETAILS ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS P202 PLUMBING DETAILS P301 PLUMBING RISER DIAGRAMS 07-MECHANICAL M001 GENERAL INFORMATION - HVAC USMW V ATZ: M102 DEMOLITION PLAN - HVAC Cifl'Y W ii4i M M103 NEW CONSTRUCTION PLAN - HVAC KMSMG OII WCIAL M104 NEW CONSTRUCTION PLAN - HVAC ALTERNATIVE M115 NEW CONSTRUCTION PENTHOUSE PLAN - HVAC ALT. M203 NEW CONSTRUCTION PLAN - PIPING M204 NEW CONSTRUCTION PLAN - PIPING ALTERNATE M301 SCHEDULES-HVAC M302 SCHEDULES - HVAC ALTERNATIVE M401 DETAILS - HVAC M402 DETAILS - HVAC M403 DETAILS - HVAC M501 CONTROLS - HVAC ALTERNATIVE 08-ELECTRICAL E001 ELECTRICAL LEGEND E002 ELECTRICAL ONE -LINE DIAGRAM 1 - 1/08/2020 E100 OVERALL PLAN - ELECTRICAL E102 DEMOLITION PLAN - POWER E103 NEW CONSTRUCTION PLAN - POWER 1 1/08/2020 E104 ROOF PLAN - ELECTRICAL - ADD ALTERNATE E203 NEW CONSTRUCTION PLAN - LIGHTING 1 1/08/2020 E301 PANEL SCHEDULES 1 1/0&2020 E302 PANEL SCHEDULES 1 1/08/2020 09-TECHNOLOGY T001 GENERAL INFO, LEGENDS & SHEET INDEX - TECHNOLOGY T102 DEMOLITION PLAN - TECHNOLOGY T103 NEW CONSTRUCTION PLAN - TECHNOLOGY 504mO253mOOO T401 TECHNOLOGY - DETAILS T402 TECHNOLOGY - DETAILS 2019 © RS&H, INC. �i i 2 3 4 5 - I _ .1� __L I 9 1-1 01 Q & AND MATL. MATERIAL @ AT MAX. MAXIMUM 0 DIAMETER MECH MECHANICAL MEP MECHANICAL, ELECTRICAL & PLUMBING A.B. ANCHOR BOLT MFGR. MANUFACTURER A/C AIR CONDITIONER MGR. MANAGER ACT ACOUSTICAL CEILING TILE MIN. MINIMUM ADJ ADJUSTABLE MISC. MISCELLANEOUS AFF ABOVE FINISHED FLOOR M.O. MASONRY OPENING A.F.S. ABOVE FLOOR SLAB MOD MODIFIED AHU AIR HANDLING UNIT MTL METAL ALUM ALUMINUM MWP METAL WALL PANEL ANOD. ANODIZED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NO. NUMBER APPROX. APPROXIMATE OR APPROXIMATELY N/A NOT APPLICABLE ARCH ARCHITECTURE, ARCHITECTURAL NFPA NATIONAL FIRE PROTECTION ASSOCIATION AVG AVERAGE N.I.C. NOT IN CONTRACT A.W.I. ARCHITECTURAL WOODWORK INSTITUTE N.T.S. NOT TO SCALE B.H.M.I. BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC. O.C. ON CENTER BIM BUILDING INFORMATION MODELING O.D. OUTSIDE DIAMETER BLDG. BUILDING OFCI OWNER FURNISHED CONTRACTOR INSTALLED BM. BEAM OPG OPENING B.O. BOTTOM OF OPP, OPPOSITE B.U.R. BUILT-UP ROOFING OSHA OCCUPATIONAL SAFETY AND HEALTH ACT OVHD OVERHEAD CENTERLINE O.T.S. CENTERLINE OF TENANT SEPARATION PDU POWER DISTRIBUTION UNIT C.J. CONTROL JOINT P.LAM. PLASTIC LAMINATE CLG. CEILING PLYWD. PLYWOOD CLR. CLEAR PNL. PANEL CLO. CLOSET PR. PAIR CMU CONCRETE MASONRY UNIT PRE-FAB PRE -FABRICATED COL. COLUMN PSF POUNDS PER SQUARE FOOT COLS. COLUMNS PSI POUNDS PER SQUARE INCH CONC. CONCRETE PT PAINT, PRESSURE TREATED CONT. CONTINUOUS PVC POLYVINYL CHLORIDE D.S. DOWNSPOUT Q.T. QUARRY TILE DIA. DIAMETER DR. DOOR R RADIUS DTL. OR DET. DETAIL R.A.F. RAISED ACCESS FLOOR DWG. DRAWING R.A.G. RETURN AIR GRILLE RB RUBBER BASE EA. EACH RECEP. RECEPTION, RECEPTIONIST E.F.S. EXTERIOR FACE OF SHEATHING REF REFRIGERATOR, REFER, REFERENCE E.J. EXPANSION JOINT REINF REINFORCING, REINFORCEMENT ELEC. ELECTRIC, ELECTRICAL REQ'D. REQUIRED ELEV. ELEVATION REV. REVISED, REVISION E.O.S. EDGE OF SLAB R.D. ROOF DRAIN ENG. ENGINEER, ENGINEERING R.O. ROUGH OPENING E.P. ELECTRICAL PANEL EPDM ETHYLENE PROPYLENE DIENE MONOMER SC SEALED CONCRETE EQ. EQUAL SCHED, SCHEDULE EQUIP. EQUIPMENT SCW SOLID CORE WOOD E.R.D. EMERGENCY ROOF DRAIN SECT. SECTION E.T.D. ESTIMATED TRAVEL DISTANCE S.F. SQUARE FEET E.W.C. ELECTRIC WATER COOLER SFRM SPRAYED FIRE RESISTIVE MATERIAL EXIST. EXISTING S.G.P. SEMI -GLOSS PAINT EXP. EXPANSION, EXPOSED SQ. IN. SQUARE INCHES EXT. EXTERIOR SHT. SHEET SHTS. SHEETS F.D. FIRE DAMPER, FLOOR DRAIN SIM. SIMILAR FDC FIRE DEPARTMENT CONNECTION SPECS SPECIFICATIONS FDN. FOUNDATION S.S. SERVICE SINK FE FIRE EXTINGUISHER STC SOUND TRANSMISSION CLASS FEC FIRE EXTINGUISHER CABINET STD. STANDARD F.F. FINISHED FLOOR STL. STEEL F.F.E. FINISHED FLOOR ELEVATION STOR. STORAGE FHC FIRE HOSE CABINET STRUCT STRUCTURAL, STRUCTURE FIN. FINISH, FINISHED SUSP. SUSPENDED FLR. FLOOR SQ. SQUARE F.O. FACE OF F.O.B. FACE OF BRICK T&G TONGUE & GROOVE F.O.P. FACE OF POST TEL. TELEPHONE FT. FEET TG TEMPERED GLASS FTG. FOOTING T.O.STL. TOP OF STEEL F.V. FIELD VERIFY T.O.B. TOP OF BRICK, TOP OF BEAM FRP FIBER REINFORCED PANEL T.O.S. TOP OF STEEL, TOP OF SLAB T.O.SH. TOP OF SHEATHING GA. GAUGE T.O.W. TOP OF WALL GALV. GALVANIZED TYP. TYPICAL GBF GYPSUM BOARD FURRING GL. GLASS U.L. UNDERWRITERS LABORATORIES G.P. GLOSSY PAINT U.O.N. UNLESS OTHERWISE NOTED GYP. GYPSUM GWB GYPSUM WALL BOARD VCT OR VT VINYL COMPOSITION TILE VB VAPOR BARRIER HB HOSE BIBB VDC VIRTUAL DESIGN & CONSTRUCTION HDW HARDWARE VERT. VERTICAL HGT. OR HT. HEIGHT VR VIRTUAL REALITY HKS HOOKS HM HOLLOW METAL W/ WITH HORIZ. HORIZONTAL W.C. WATER CLOSET HVAC HEATING VENTILATION & AIR CONDITIONING WCO WALL CLEANOUT WMP WIRE MESH PARTITION I.D. INSIDE DIAMETER WD WOOD I.F.S. INTERIOR FACE OF STUD WWF WELDED WIRE FABRIC i.e. THAT IS, SUCH AS IN. INCH, INCHES YD. YARD INSUL. INSULATION INT. INTERIOR JT. JOINT JAN. JANITOR JST. JOIST K.P. KICK PLATE LAM. LAMINATE LAV. LAVATORY LB. POUND LDG. LANDING LONG. LONGITUDINAL LT. LIGHT LTG. LIGHTING LRV. LOUVER LVT LUXURY VINYL TILE LVP LUXURY VINYL PLANK DETAIL SECTION WALL SECTION ? ? ? ? ? ? BUILDING SECTION CALLOUT HEAD & REGION ? ? ? 1 1 DOOR TAG WINDOW & LOUVER TAG o O WALL &CURTAIN WALL TAG REVISION TAG a VIEW REFERENCE I NORTH ARROW rsrrr■r■rl� wil rr 11s 3-HOUR RATED WALL I SMOKE RATED WALL rrr rlr rlr I MWOMUMMM BATT INSULATION CONCRETE 1 GRAVEL I EARTH EXPOSED & FINISHED WOOD TRIM GYPSUM I PLASTER MASONRY - CONCRETE BLOCK MASONRY - BRICK PLYWOOD RIGID INSULATION t STUCCO I E.I.F.S. STEEL APPLICABLE CODES - AHCA GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF HOSPITALS AND OUTPATIENT FACILITIES 2014 EDITION. F.A.C. 69A-60 F.A.C. 69A-3.012 APPLICABLE CODES 2017 FLORIDA BUILDING CODE (FBC): BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): EXISTING BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): MECHANICAL (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): PLUMBING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): ACCESSIBILITY (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): TEST PROTOCALS (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): FUEL GAS (6TH EDITION) 2017 NATIONAL ELECTRICAL CODE 2017 FLORIDA FIRE PREVENTION CODE 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 110, EMERGENCY & STANDBY POWER 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 99, HEALTH CARE FACILITIES CODE 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, FIRE ALARM 2017 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, ELECTRICAL 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, SPRINKLERS SUMMARY INTERIOR RENOVATION TO EXISTING HOSPITAL SHELL SPACE - LOCATED ON THE 2ND FLOOR - OCCUPANCY CLASS INSTITUTIONAL GROUP, 1-2 (FBC, SECTION 308) CHAPTER 19, EXISTING HEALTHCARE OCCUPANCIES (NFPA 101) CHAPTER 18, HEALTHCARE OCCUPANCIES (NFPA 101) CONSTRUCTION TYPE - (EXISTING: NO CHANGE) TYPE IB, SPRINKLERED PER TABLE 601 (EXISTING - NO CHANGE) BUILDING HEIGHT - (EXISTING; NO CHANGE) AREA OF WORK IN SCOPE: 1-2 INSTITUTIONAL 1,573 S.F. (GROSS) OCCUPANCY LOADS IN SCOPE: 1,573 GROSS SQ. FT. SEE OCCUPANCY AND EGRESS CHART, SHEET A100 (EXISTING - NO CHANGE) EGRESS WIDTH SEE EXIT TABULATION CHART, SHEET A100. FIRE PROTECTION THE BUILDING IS FULLY SPRINKLERED PER NFPA 13. SEE GENERAL FIRE SPRINKLER NOTES, SHEET 0002. THE BUILDING WILL CONTAIN A FIRE ALARM SYSTEM CONSISTING OF HORN/STROBES PER NFPA 72. PORTABLE FIRE EXTINGUISHERS WILL BE PROVIDED PER NFPA 10. G.C. SHALL PROVIDE FIRE EXTINGUISHERS DURING CONSTRUCTION PER 2010 FFPC. TRAVEL DISTANCES (PER TABLE 1016.1) MAXIMUM ALLOWABLE TRAVEL DISTANCE IS 200 FT. MAXIMUM PROVIDED TRAVEL DISTANCE IS 174 FT 5 IN. MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL IS 75 FT. MAXIMUM PROVIDED COMMON PATH OF TRAVEL IS 41 FT 2 IN. — PROJECT SITE la�al Dade City North Green Swamp Wrfde ness Dade City Preserve rat h��o �521I FAD — Colt Creek Slaie Park I`♦ J RiL;fih�rtd Ado t e alth Ze hyrhdlls �el}hyrhrHs North :�Iey I South Lt yorr Zet3hyr(-IIIIs ta�.J t1i11af�t�rnucd,f, �� Preserve South 301 Crystal springs LOCATION MAP PROJECT SITE uzes <,rill Chill 6r'rsrtdRr tit Ivr AtZephy,hil 'A ee;�er'f'Piarrrraay�- < Nl�el dk Gr3.. � �'Arive�nll Ir�duBtlt /i°°^ph.,�:rlti!'h^; ♦ n Zlorirlra; elfin Mled'icine Q CREATION 1-lealth uVeliness Center Lnuaf t'T7 ��; ri:�„pittery Rd a',rm MaxBoy A yea ln, iwy Rk da ��rilitUti r� Specs trn Pay l-ft+rc bde 7(-phyrhrl{ !� Eye lnstitire AkurnfnRacinfugy (PenchEye Center) 3I eriWa .h "+ East Pasco Ze phyrhill : Fire u A Aucca floimrtm nt Sl ation 7 to 1AM279 e xfrl�'yi Select Phy icalIherapy EIk,. Iodge ZephyrnillsCinema 10 nCci rru Kelly Lvnn ct 'u' N PROJECT ADDRESS: TRUE NORTH 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 ARCHITECT: RS&H, INC. 301 E. PINE ST. SUITE 350 ORLANDO, FL. 32801 PHONE: (407) 893-5800 M./E./P, ENGINEER: TLC ENGINEERING FOR ARCHITECTURE 255 S. ORANGE AVENUE #1600 ORLANDO, FLORIDA 32801 PHONE: (407) 841-9050 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620 * LCC000210 ` GB238 IS 0 L UT10I*a9.S PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Iti,1 Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Of. t-01 N o 0 T M N AR 99970 W LLl FRED AR ed Uj O SIGNATURE W a w DATE W 0 O U REVISIONS w N0. TDESCRIPTION DATE U DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: PROJECT INFORMATION SHEET ID: BLDG. ID G001 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1MENNEENOMMO 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 0" 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16, E 3 4 41 : up C A A 1. COMPLY WITH NEW CONSTRUCTION AND RCP REQUIREMENTS OF THE GENERAL NOTES IN THIS SET OF DRAWINGS WHICH ALSO APPLY TO THE DEMOLITION FLOOR PLANS, 2. THE DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS PROVIDED TO THE ARCHITECT/ENGINEER BY THE OWNER, AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO EXISTING FIELD CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS, 3. EXISTING -TO -REMAIN PARTITIONS, DOORS, WINDOWS, PLUMBING FIXTURES, CASEWORK, EQUIPMENT, ARE "SCREEN -BACK" ON DEMOLITION PLANS. ITEMS TO BE REMOVED ARE INDICATED BY DASHED LINES. 4. REMOVE EXISTING CONSTRUCTION AS INDICATED. WALL REMOVAL INCLUDES MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS AND SECURITY SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CASEWORK, WINDOWS, FRAMES, FINISHES, FIXTURES AND THEIR ATTACHMENTS AS INDICATED. 5. REFER TO MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS FOR DEMOLITION OF UTILITIES. 6. AT PARTITIONS, FLOORS AND ROOFS WHICH ENCLOSE THE CONSTRUCTION AREA VERIFY THAT THE EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DAMPERS, DUCT PENETRATIONS, DOORS, WINDOWS AND FRAMES, MEETS THE FIRE, SMOKE AND SOUND ASSEMBLY RATINGS DESIGNATED ON THESE DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. AS DIRECTED, MAKE REPAIRS AND/OR MODIFICATIONS NECESSARY TO BRING THE EXISTING CONSTRUCTION UP TO THE INDICATED FIRE, SMOKE AND SOUND ASSEMBLY RATINGS. 7. EXECUTE DEMOLITION WORK IN CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL AUTHORITIES HAVING JURISDICTION. 8. BRACE EXISTING STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. 9. DO NOT CUT STRUCTURAL ELEMENTS IN ANY MANNER THAT MAY RESULT IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. NOTIFY THE ARCHITECT IN WRITING OF ALL STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL CAN BE OBTAINED IN ADVANCE FROM THE ARCHITECT. 10. WHEN HAZARDOUS MATERIALS ARE FOUND, STOP WORK AND IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT IN WRITING. REMOVAL, DISPOSAL, AND REPLACEMENT OF HAZARDOUS MATERIALS IS THE SOLE RESPONSIBILITY OF THE OWNER. 11. COORDINATE ALL ICRA REQUIREMENTS WITH THE OWNER. 12. COMPLETE DEMOLITION WORK OUTSIDE THE AREA OF CONSTRUCTION WITH ISOLATED PORTABLE "DUST -BUGGIES" OR WORK BOOTHS. 13. REMOVE ALL ABANDONED ABOVE CEILING EQUIPMENT INCLUDING BUT NOT LIMITED TO, MOUNTED HANGER WIRES, SUPPORT BRACKETS, HANGER RODS, AND MOUNTING STRAPS. 14. IN ACCORDANCE WITH NFPA 51 B AND NFPA 601, OBTAIN A HOT WORK PERMIT PRIOR TO BEGINNING ANY WELDING, CUTTING, BRAZING, GRINDING OR OTHER ACTIVITIES THAT GENERATE SPARKS CAPABLE OF CAUSING COMBUSTION. 15. AS REQUIRED BY NFPA 30, CHAPTER 22, REMOVE ALL FLAMMABLE ITEMS, INCLUDING BUT NOT LIMITED TO COMPRESSED AIR AND GAS CANS OR CYLINDERS I.E. BRAZING, ACETYLENE, PROPANE TANKS, PAINT CANS, LUBRICANTS, ETC. FROM THE JOB SITE WHEN THE PROJECT HAS BEEN VACATED BY CONSTRUCTION PERSONNEL FOR THE DAY AND DURING ANY TIME THE FIRE ALARM SYSTEM AND FIRE SUPPRESSION SYSTEM ARE INACTIVE. 1. THE EXISTING LIFE SAFETY PLANS WERE PROVIDED TO THE ARCHITECT BY THE PROPERTY OWNER. RS&H, INC., TAKES NO RESPONSIBILITY FOR THEIR ACCURACY. RS&H HAS REVISED ONLY THAT AREA WITHIN THE SCOPE OF WORK. 2. THE LIFE SAFETY PLANS ARE "DIAGRAMMATIC ONLY". THEIR PURPOSE IS TO REPRESENT THE LIFE SAFETY COMPONENTS FOR THE PROJECT AS INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT, ELECTRICAL ENGINEER, ETC. USE THE CONSTRUCTION DOCUMENTS, NOT THE LIFE SAFETY PLANS, FOR THE IMPLEMENTATION OF THE REQUIRED LIFE SAFETY COMPONENTS INTO THE PROJECT. 3. ADVISE THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY LIFE SAFETY COMPONENT THAT IS SHOWN ON THE LIFE SAFETY PLANS BUT HAS NOT BEEN INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT, ELECTRICAL ENGINEER, ETC. 4. FIELD VERIFY THAT THE REQUIRED VISIBILITY FOR EACH INDIVIDUALLY INSTALLED EXIT LIGHT IS NOT IN ANY WAY DIMINISHED DUE TO VISUAL INTERFERENCE CAUSED BY ANY OTHER LIGHT FIXTURES, DEVICES, SIGNS, ETC. COORDINATE WITH THE REFLECTED CEILING PLANS, THE ELECTRICAL DRAWINGS, THE GRAPHICS DRAWINGS, ETC, GENERAL: 'FIRE 5,'PRIN'KLER' NOTE � 1. SUBMIT PLANS TO OBTAIN A SEPARATE PERMIT FOR THIS WORK. 2. COMPLY WITH THE CURRENTLY ADOPTED VERSION OF NFPA 13 3. ONLY A LICENSED CONTRACTOR EXPERIENCED WITH THIS TYPE OF WORK SHALL PERFORM WORK. 4. REUSE THE EXISTING SPRINKLER SYSTEM WHEN POSSIBLE. PROVIDE NEW HEADS AT LOCATIONS AS REQUIRED. 5. PROVIDE TEMPORARY FIRE PROTECTION OF BUILDING AS REQUIRED. 6. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S/ENGINEER'S REVIEW, INCLUDING PIPING, PROPOSED LOCATIONS, AND NEW SPRINKLER HEADS, AT ALL LOCATIONS, 7. RELOCATE AND/OR INSTALL SUFFICIENT HEADS IN ALL SPACES TO PROVIDE COMPLETE (100%) AUTOMATIC SPRINKLER COVERAGE AS DEFINED IN NFPA STANDARD 13, - FIRE SUPPRESSION AND AS SHOWN ON THE FIRE PROTECTION DRAWINGS. 8. DO NOT PAINT SPRINKLER HEADS OR CONCEALED SPRINKLER HEAD COVERS. REPLACE ANY SPRINKLER HEADS THAT ARE ACCIDENTALLY PAINTED WITH NEW ONES. 9. FOR SPACES WITH FIRE SPRINKLER HEADS AND WHERE TALL STORAGE IS ANTICIPATED (EITHER OWNER OR CONTRACTOR FURNISHED) PAINT A 1" THICK RED LINE ON THE WALLS AT 18" BELOW THE BOTTOM OF THE LOWEST SPRINKLER HEAD. PAINT OR INSTALL PERMANENT SIGNAGE ABOVE THE LINE, "STORAGE IS NOT PERMITTED ABOVE THIS LINE". 1. REPAIR ANY EXISTING FIREPROOFING OR RATED WALL ASSEMBLIES DAMAGED DURING DEMOLITION. REPAIRS MUST CONFORM TO THE ORIGINAL FIRE PROTECTION REQUIREMENTS. MAINTAIN THE INTEGRITY OF EXISTING RATED FLOORS, BARRIERS, AND ROOF ASSEMBLIES THROUGHOUT ALL PHASES OF CONSTRUCTION. CONTACT ARCHITECT TO PROVIDE TESTED ASSEMBLIES FOR REPAIRS. 2. WHERE DEMOLITION OF ITEMS RESULTS IN UNPROTECTED OPENINGS OR PENETRATIONS IN EXISTING FLOORS, WALLS, CEILING OR ROOFS, REPAIR OPENINGS AND PENETRATIONS AS REQUIRED TO MEET ORIGINAL FIRE PROTECTION, SOUND AND STRUCTURAL REQUIREMENTS. 3. SEAL ALL EXISTING AND/OR ABANDONED PENETRATIONS IN ACCORDANCE WITH THE APPROPRIATE U.L. DESIGN. 4. SUBMIT ALL MODIFICATIONS TO THE FIRE ALARM OR FIRE SPRINKLER SYSTEM, INCLUDING AUDIOVISUAL COMMUNICATION DEVICES TO THE CITY FOR SEPARATE PERMITTING. 5. STENCIL EACH "WALL/PARTITION/BARRIER" CLASSIFICATION IN RED LETTERS ABOVE THE FINISHED CEILING ON EACH SIDE OF ALL FIRE WALLS, RATED FIRE BARRIERS, RATED SMOKE BARRIERS, NON- RATED SMOKE PARTITIONS, ETC. 7. "LIMITS OF CONSTRUCTION" AND "SCOPE OF WORK" LINES SHOWN ON THE ARCHITECT'S PLANS APPLY ONLY TO THE LIMITS OF ARCHITECTURAL NEW CONSTRUCTION AND RENOVATION. SEE OTHER DISCIPLINES' DRAWINGS FOR THE LIMITS OF THE NEW CONSTRUCTION AND RENOVATION FOR THOSE DISCIPLINES. 8. EXISTING -TO -REMAIN ITEMS SUCH AS PARTITIONS, DOORS, WINDOWS, PLUMBING FIXTURES, CASEWORK, AND EQUIPMENT ARE "SCREENED -BACK" ON NEW CONSTRUCTION AND DIMENSION PLANS NEW ITEMS ARE INDICATED BY DARK SOLID LINES. REFER TO DEMOLITION FLOOR PLANS FOR EXTENT OF "EXISTING -TO -BE -REMOVED". 9. ITEMS ANNOTATED ON THE NEW CONSTRUCTION FLOOR PLANS WITH DASHED OR DOTTED LINES ARE OWNER FURNISHED ITEMS OR OVERHEAD ITEMS 10. DO NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, OBTAIN CLARIFICATION FROM THE ARCHITECT IN WRITING PRIOR TO CONTINUING WITH CONSTRUCTION. 11. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE TO FACE OF STUD ON NEW PARTITIONS OR TO OUTSIDE FACE OF EXISTING WALLS. CRITICAL MINIMUM DIMENSIONS ARE INDICATED AS "MINIMUM", "CLEAR", OR "MINIMUM CLEAR". 12. CONSIDER THE THICKNESS OF THE SCHEDULED FINISH MATERIALS PRIOR TO CONSTRUCTING PARTITIONS SO THE REQUIRED "MINIMUM CLEAR" DIMENSIONS ARE MAINTAINED AFTER THE INSTALLATION OF THE FINISH MATERIALS. 13. REFER TO ENLARGED PLANS, WALL SECTIONS, INTERIOR ELEVATIONS, PLAN DETAILS AND SECTION DETAILS FOR DIMENSIONING NOT SHOWN ON FLOOR PLANS. 14. WHERE NEW PARTITIONS ARE ADDED TO EXISTING PARTITIONS, ALIGN NEW GYPSUM BOARD FACE WITH EXISTING ADJACENT WALL FACE. IF NECESSARY, OFFSET STUD LOCATION TO MAINTAIN GYPSUM BOARD ALIGNMENT. 15. REPLACE OR REPAIR EXISTING MATERIALS AND FINISHES INCLUDING BUT NOT LIMITED TO CEILING GRID, CEILING TILE, GYPSUM BOARD, DOORS, WINDOWS, FRAMES, OR WALL PROTECTION, WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION. 16. PROVIDE NEW GYPSUM BOARAD, OR PATCH AND REFINISH EXISTING WALL SURFACE IF DAMAGE HAS OCCURRED FROM REMOVAL OF OLD FINISH. PROVIDE SPECIFIED NEW FINISH ON WALLS. 17. BUNDLE TIE AND INDEPENDENTLY SUPPORT ALL NEW AND EXISTING LOW VOLTAGE CABLING ABOVE THE CEILING. 1. COMPARE THE REFLECTED CEILING PLANS WITH ELECTRICAL LIGHTING, SYSTEMS, COMMUNICATIONS, MECHANICAL AND FIRE PROTECTION DRAWINGS. NOTIFY THE ARCHITECT IN WRITING OF ANY ERROR, INCONSISTENCY OR OMISSION THAT IS DISCOVERED. 2. CEILING MOUNTED EXIT LIGHTS ONLY ARE SHOWN ON THE REFLECTED CEILING PLANS. REFER TO THE ELECTRICAL DRAWINGS FOR LOCATIONS OF WALL MOUNTED EXIT LIGHTS. MOUNT CEILING MOUNTED EXIT LIGHTS NO LOWER THAN T-0" CLEAR AFF. 3. IF CEILING GRID OR CEILING TILES WHICH ARE NOTED TO REMAIN OR BE REINSTALLED ARE DAMAGED, REPLACED THEM WITH NEW MATERIAL THAT MATCHES THE EXISTING IN COLOR, MATERIAL, SIZE, AND PROFILE. IF THESE ITEMS CANNOT BE MATCHED, PROVIDE NEW GRID AND TILES FOR THE ENTIRE SPACE. OBTAIN APPROVAL FOR NEW MATERIAL FROM OWNER AND ARCHITECT IN WRITING. 4. REFER TO INTERIOR DRAWINGS FOR THE FINISH LEGEND AND SCHEDULE FOR PAINTED CEILINGS AND INTERIOR SOFFITS. PAINT HORIZONTAL SURFACES OR SOFFITS THE SAME COLOR AS THE VERTICAL SURFACES, UNLESS NOTED OTHERWISE. 5. CENTER RECESSED CAN LIGHT FIXTURES IN GYPSUM BOARD SOFFITS AND CEILING TILES, UNLESS NOTED OTHERWISE, ALIGN AND EQUALLY SPACE RECESSED CAN LIGHT FIXTURES IN A SERIES. 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS AND GOVERNING AUTHORITIES. 2. THESE DRAWINGS ARE ISSUED IN CONJUNCTION WITH THE PROJECT MANUAL OF THE SAME DATE, TITLE AND PROJECT NUMBER AND TOGETHER ARE REFERRED TO AS "CONTRACT DOCUMENTS." 3. CONTRACT DOCUMENTS ARE INCLUSIVE OF ALL DISCIPLINES DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION ACROSS ALL DRAWINGS, 4. THE EXTENT OF THE WORK SHOWN ON THE PLANS AND DETAILS REFLECTS THE BEST JUDGMENT OF THE ARCHITECT/ENGINEER. 5. FIELD VERIFY EXISTING CONDITIONS AND THE LOCATION OF ALL EXISTING UTILITIES, COMPARE THE INFORMATION TO THE CONTRACT DOCUMENTS PRIOR TO THE COMMENCEMENT OF ALL WORK. NOTIFY THE OWNER AND ARCHITECT IN WRITING OF DISCREPANCIES OR EXISTING CONDITIONS WHICH ARE ANTICIPATED TO HINDER OR PREVENT THE PROPOSED WORK. 6. PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE DUE TO ALTERATION AND CONSTRUCTION OPERATIONS. REPAIR OR REPLACE ELEMENTS DAMAGED DURING THE PROJECT. 7. COORDINATE ANY REQUIRED UTILITY SHUT -OFFS DURING CONSTRUCTION WITH THE OWNER AND UTILITY COMPANY. PROVIDE A MINIMUM OF 72 HOURS NOTICE PRIOR TO COMMENCING WORK. 8. DETAILS SHOWN ARE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. 9. CONCEAL ALL FASTENERS AND FASTENING DEVICES IN FINISHED SPACES, UNLESS NOTED OTHERWISE. 10. SEAL PIPING, DUCTS, CONDUITS OR OTHER OPENINGS THAT PENETRATE FIRE RATED FLOOR SLABS, WALLS, CEILINGS OR ROOF ASSEMBLIES IN A MANNER THAT PRESERVES THE FIRE INTEGRITY OF THE ASSEMBLY, PROVIDE FIRE DAMPERS IN DUCTS PENETRATING FIRE -RATED ASSEMBLIES TO MEET THE APPLICABLE BUILDING CODES. 11. PROVIDE CONTINUOUS PERIMETER FIRE SAFING BETWEEN FLOORS. PROVIDE FIRE STOPS TO SEPARATE WALL CAVITIES FROM HORIZONTAL PLENUM AREAS. COORDINATE WITH THE EXTERIOR WALL SYSTEMS AND U.L. ASSEMBLIES. THE FIRE SAFING RATING SHALL MATCH OR EXCEED THAT OF THE FLOOR AND WALL CONSTRUCTION RATING. 12. THE FIRE OR SMOKE RATINGS NOTED ON THE DRAWINGS APPLY TO THE ENTIRE PERIMETER ENCLOSURE OF THE ROOM OR SPACE FOR THE FULL LENGTH AND HEIGHT OF AREAS BEING SEPARATED. EXTEND WALLS FROM FLOOR TO THE UNDERSIDE OF THE FLOOR OR ROOF DECK. 13. MAINTAIN THE FIRE -RATING NOTED IN THE DRAWINGS AROUND CABINETS, PANELS AND BOXES RECESSED IN A FIRE -RATED FLOOR, WALL OR CEILING ASSEMBLY. 14. INSTALL FIRE RATED CONSTRUCTION ELEMENTS PER THE MANUFACTURER'S PUBLISHED TEST ASSEMBLIES. SEAL JOINTS TO PREVENT THE PASSAGE OF SMOKE AND FLAME. 15. TO AVOID GALVANIC REACTION, ISOLATE DISSIMILAR METALS FROM EACH OTHER BY GASKETS OR COATINGS OR BOTH. 16. PIPE AND COLUMN FURRING SHALL BE HELD AS CLOSE TO THE ELEMENT AS POSSIBLE, UNLESS NOTED OTHERWISE. 17. THE ARCHITECT/ENGINEER'S SELECTION OF MATERIALS AND DETAILS DOES NOT RELIEVE THE CONTRACTOR FROM VERIFYING WITH THE MATERIAL SUPPLIERS THAT THE PROPOSED MATERIALS ARE CORRECT AND PROPER FOR THE INTENDED APPLICATION AND USE. 18, REINFORCE CONCRETE FILLS ABOVE STRUCTURAL SLABS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 19. WHERE AN ARCHITECTURAL FINISHED FLOOR IS PROVIDED WHICH REQUIRES A DEPRESSED STRUCTURAL SLAB, THE FLOOR ELEVATIONS ARE TO TOP OF FINISHED FLOOR. WHERE ARCHITECTURAL FINISHES ARE INTENDED FOR SURFACE APPLICATION, THE FLOOR ELEVATIONS ARE TO TOP OF STRUCTURAL SLAB. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF DEPRESSED SLABS. 20. UNLESS NOTED OTHERWISE, INSTALL REINFORCED CONCRETE PADS UNDER ALL FLOOR MOUNTED MECHANICAL AND ELECTRICAL EQUIPMENT. REFER TO DRAWINGS FOR THE EXTENT OF EQUIPMENT PADS. COORDINATE THE SIZE, THICKNESS AND LOCATION OF THE CONCRETE PADS WITH THE EQUIPMENT PROVIDER OR MANUFACTURER. 21. WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES THE ACCEPTANCE OF THE SUBSTRATE AND EXISTING CONDITIONS AS SUITABLE FOR THE APPLICATION INTENDED. 22. CONSTRUCT NEW HORIZONTAL SURFACES LEVEL AND FLAT. CONSTRUCT NEW VERTICAL SURFACES PLUMB, UNLESS NOTED OTHERWISE. 23. ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, PROVIDE BLOCKING IN WALLS, SOFFITS, AND CEILINGS RECEIVING SIGNAGE, COAT HOOKS, LOCKERS, MARKER BOARDS, TOILET ACCESSORIES AND OTHER MOUNTED ITEMS. 24. CONFIRM AND FIELD VERIFY DIMENSIONS TO COORDINATE WITH OWNER PROVIDED EQUIPMENT AND FURNISHINGS. 25. SUBSTITUTIONS OF MATERIALS MAY OCCUR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND ONLY IF AUTHORIZED BY THE ARCHITECT. 26. INSTALL ONLY MATERIALS THAT ARE NEW AND DELIVERED TO THE SITE IN GOOD CONDITION AND WITHOUT ANY DEFECTS. 27. ANY WORK NOT CONFORMING TO THE CONTRACT DOCUMENTS WILL BE REJECTED BY THE ARCHITECT OR THE OWNER. REMOVE AND REPLACE REJECTED WORK AT NO ADDITIONAL COST TO THE OWNER. 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 t.� TYL �ER O"5� AR 99970 lF �c�sTERE'60 /Z G%�e / SIGNATURE Z?.'zo DATE REVISIONS DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: GENERAL NOTES SHEET ID: BLDG. ID G002 N T m 0 0 M C4 w m z m V w UU J LL__ w O O t� z w J U a U WE C Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 " 1' 2' 3/8" SCALE 0 18" 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' PROJECT STATUS: CONSTRUCTION DOCUMENTS T N N T Cp d' O O O T M N W m Z m CO I- V W O w CV w w 0 O 0 F- Z W -j 0 Q C) Q expressed written consent of this corporation is prohibited. All rights reserved. "- . — --• — - - _. _ _ _..__ _ _..__ - - _ _ _ _..__ _ - - . - It Q m c 0 LL m expressed written consent of this corporation is prohibited. All rights reserved. w c 0 rn 2 CL �n 0 LP m rn 0 N N expressed written consent of this corporation is prohibited. All rights reserved. a z IL co ra iD rn 0 N Q, 04 expressea written consent or tnis corporation is proniaitea. Hu rignts reservea. F. K] 4 5 0 C L A O 4' - 2" STAIR WIDTH 50" / 0.3 = 190 OCCUPANTS 1� 1AREA OF WORK 6 1 ■ 1 AIR CNBTOOR. S 9lRO.R.e STPAILE EWIPMEM 1 ,A �„f' - -, � ;. gOg - - IPMEM ALONE ,r �R✓A '�° � 1 /\ SCRUB -..��':: �� vllf llllllf IIIIII I Irlrlr _ - ! _ \� RPaiRN:iED00RRIDOR ` y_ _ • aFAx v ,: IIII I I II IIII III I■I I:'/� J IIII 0 A/�/ I -I , _ C FE C Order eEU, Cj sussiERlta '-. P<;IANS 56EEP Ea.1IPMENi ALCOVE T'� OR `.` /) LOUNGE PHlEIE�ANS �, _ l EWNGE MR FEX ;l H BI C'; _ �X C FE suBa ERnE WRRIOOR , I* RCf IEVINC k �✓ - LILT 0 CA'DRI F ! K(y DULK SiPRAGE _ - - BD5 NJR8585TATIgN f111 13 1CL LUCNLkS nT EOIAPMEM GOP, d =� o ORTHOOR2 PrncE RESTRICTEDONRAMOR BE D< J FFIE W 1 IE 0 C "� LIILJ Prnr,E nrrrcr nPIPE FLx - FE E{J v: FE - FEx H H EED6 ` I■ FE - . • Q , (. C I� SUBa1ERILE SCRUS C aE HOLDING, � 21 SURGERY...... > TAT C SERIE IOS BEDS ., - ^ II Ili II III I■ I■I �� e0M� PHARMAc ltilti__ NURSE BED 19 I❑„ - / DE07 111 1 AXT ;`. J STATION wurace NILET -. y III) _:- NIIrL-.TILL] C-J (=l 1 J - _ BED iB uI M!N& IAIEIKEA - - .. D15EGWi srOrtnOE \ C K _ C> T BEDS 1yl�I� TaLET - rI -� BMEal ROaA ��. III /1 FT 1 0 O.R., Fi - _'� N ❑a �n f Cx i Beoe � �_. H _ � � , • .. . '"� •1 ELEVAToeLUeer FE lv LINEN/ LOCKER WRENS LOCKER �� F/ REED 10 tN■f'I \. J FE u■ ,r,Pr ^ � 0 T - BED 16 _ _ _ _ , , „ Y„ S, 1'IN]CESSING ® J - :: -E :.:::i :.>: •• eHD it L(= EIECTRIGLROOM (\ BAJI EIW2 IJ CfFICE ME2nNS'EOV •• - CORRIDOR 00. n ■C " BPD ,e ClL1N NfAM STAEF LOaN(£ 1 FECAl -11 m C� 1 WIDTH - 48" 0.3 160 OCCUPANTS ®k r IA, II I �.- II"'� ME ®` n• II : - E ® A-V I�J I ; 8 ®1105111111II d�6 BeD,z oxwlDCR _ • - CORRIDOR 5WJRKROnM ELEVATOR LOBBY �� + IN "f." IOt FE ly L IIIIIIIIIIIIIIIII -rya-I" "H glr.Nl xVPu BED /0 ; I.. - 1 _1 .__....._........-........_... H I^ CI>'mtiit!, ...,_._...®-- -" HgaNOS01liD m•-- .:y:•. I.',DI�- - AN LE n q �0 < 3' - 8" STAIR WIDTH PnTIENTRODM MRISESTATION •NJRBEBTAiION �' PRF/POSi ROOM id ONPERPNCERODM PAIICNT ROo f fi BED,4 �- PREIPOBTROOM 2 PREIPWROM PREPOSTROOM 4 PREPOSTROOM 5 44" / 0.3 = 147 OCCUPANTS 3 - 8 STAIR WIDTH - DOTAnON raA'" "'"� <'�+ PAIIW ROOM 44" / 0.3 = 147 OCCUPANTS ToI = -- - -- - I1111 IIII �. <J TAT - C� 2H PRE -OP 44'� SINGLE DOOR PATIENT ROOM = 48" SINGLE DOOR ;> _ - _ _ <- 42 / 0.2 = 167 OCCUPANTS • = O I■ - T 1 �� "Pq,IENI NPPM = 46 / 0.2 = 230 OCCUPANTS _._._ ClF/N9LPPLY � O � CR.CaSai TgIFi I l " H C._] PREYPOSTROOME PRE,R091 RCpd) PREY POST ROOMS MNSTROOM, PRIAPW ROOM IO II IIII PRFRJBiASM B PREPo6T ROOM I; PRFJPWROOMI, ^-� 7 • IIII IIIII �� .----- TCILR TgLET OL k&- Fr ��% H .LwiaR ■_ FEC I I11 I I11 H 'Iy��'�` / ( I`�"�I ■I Ij.• `` III I1111 _ ii \... f � /S 7'. MIST CAR MR �\ /. / WOMENS CEN1ERNaR1�ACOM PREOPV�PJTINO - I PATICNT NPOM ' ��� •o I ROOM T e8- PAIILNI RUVM 0PAnENr ROOM 1. I011fl I�yl RECPI - ROOM - - QTOM lUN 21UI � iq Ell - � ` / PATIENT RPPu _ PATI- eE = L .A ENT ROOM _ _ Ri I� R00f CANOPY / N 44" SINGLE DOOR 42" / 0.2 = 147 OCCUPANTS 4'- 9" STAIR WIDTH 57" / 0.3 = 190 OCCUPANTS ai � .� ■I r IL�I a I E� iI 1=1 1 rl _ B Cw r �;I if r a_ qq R. 1 _I �1 ® 0 - oil r 1 I 1 a ■■r ■ II '�• - ....,.. .:.. ... .._:.... i .. a ,rp�E Iti iI� I i pu Ji-saTnE� I ---a ■BM --------- - --------... .................._..-....._._ -... � ■; Sri „ T 48" SINGLE DOOR / } 44" / 0,2 = 170 OCCUPANTS 4'- 0" STAIR WIDTH - 48" / 0.3 = 160 OCCUPANTS un um 4'- 0" STAIR WIDTH 48" / 0.3 = 160 OCCUPANTS 36" SINGLE DOOR 34" / 0.2 = 170 OCCUPANTS COURIYANO 4'- 0" STAIR WIDTH I U - - LLB �.�`'- I:,I 48" / 0.3 = 160 OCCUPANTS SUA N/S IIIIII SUR N/4 III11 IIIII Sub N/S I11! Illlf iUP !1/5 L I1111 111 II � I111( _ o Ell 36" SINGLE DOOR. 34" / 0.2 = 170 OCCUPANTS FE1H :TaR'N NVUIIISII = ,Oy�nIIq -- pp,, ' W LOMM Nam+ PA¶ENI ROOM -` /: ' A I, IIt II ILL CORR. su` IITII IBY1Y - (�. 1L Y if 1 kL .Yy _ �-- � PATIENT AUOM PATIENT ROOM PATIENT ROOM WINE ROOM PAIIENI BOOM Tml r (V`AP�EN�I IIOUM� IIIIII TILL - - ,_,--_. LLCAII SUPPLY 3 - ili,� IIII • FR 51. AN CORR. unl IIIIII _ � nl nnl nl n . nnn nnn nul _ CORK, H P�1 OORN �� - NOTE 1 FEC <� IIIIII IIIIII III 1 IIIIII IIIIII I ^ F. � RI - n n -- EI FV _r. CLCV MECI A-' UCEBI plCi�` LIJUNI;E .i I ,I P'L 5 PATIFNi APOM PATIFNi ROOM FAA IIENI HOUM PATIENT ROOM PATIENT ROOM PATIGNi ROOM r,l"'� IIIII IIIII �_ PAIIENI ROOM rnTN ua1 UFF ICE WWW r =_ III = •---. - �`! j_ = PAINT ROOM --. f_IONTROL �J� • xeumsl = (MC77AN NE / bnnw) NURSE PATIENT ROOM \� STAND Fa- E I r. F C " - PL A.I "I �\ ELE( -_; /.. .: nT OR Aw S 11 STRIA 4 1 �V WILL 'PATu. OFFICE n'ASN LOUNGE I ,C� NO. I C INUOR ^ I PAS; G •r A_ _ lE� ..I..� ._. -�w _.... _ __._.....=...�_.-. I■I FE I■I �� � FE mr w I FE r, irEXi ,iFFx x it C ^yY MEcunwcnL ROOM E rrt / JAN. ILLBOTOMv ACCEPTI V' �J ❑ H 3TPI v Lz L�■ � kII •-_� t'UNl EPENCE �•, STORAGE PASSAGE OPEN �,I [t RAMI• OFM ` OPEN IAR. UP ^mil' BLOW BANK yll C✓ p r `)_G1 _ Pr W 1p° Prncr PASSAGE /-/ REF GAT 0I: �� <� F ... _I FE HENn/ Oa. \ L ELEc. I Rn•••c cucMrsmr ul,rlce CUMPUiCR UATA ROOM �. ;1 `% PRIX'.trl■,ilarY _ - .. xr,E PrncE 'R umwnaMsFE[omu nFTlae �� 03 �oll�c7 44" SINGLE DOOR 42" / 0.2 = 147 OCCUPANTS T - 8" STAIR WIDTH 44" / 0.3 = 160 OCCUPANTS i,To n CANOPY ROOF E] A k I I i. - k i ,,..I C.. - "LL .AIL.... .!� + _ - L•I-. iI NAME , ,. I r I w I : c - - : Ih J I � ����■ �' ■r _ ,. '� 11 II ':�I IIII iI ', LIFE SAFETY PLAN - LEVEL 2 1 SCALE: 3/64" =11-0" IcaLnnox 48" SINGLE DOOR 46" / 0.2 = 230 OCCUPANTS 4'- 0" STAIR WIDTH 48" / 0.3 = 160 OCCUPANTS LIFE SAFETY LEGEND FE FIRE EXTINGUISHER - ,.-`- FEC FIRE EXTINGUISHER CABINET 0 FIRE HOSE CABINET & EXTINGUISHER CABINET FG FIRE BLANKET f <S' SMOKE DETECTOR <i HEAT DETECTOR EXIT LIGHT T .. ............. EXIT LIGHT WI DIRECTIONAL ARROW FIRE ALARM CHIME .I FIRE ALARM MANUAL PULL STATION FIRE ALARM STROBE •8P STAND PIPE E§ CARD READER 2A SMOKE ZONE T� 44 EXIT ARROW I CLEAR WIDTH ETD EXIT TRAVEL DISTANCE CPT COMMON PATH OF TRAVEL - - - - w BASE SCOPE OF WORK - - --- DEDUCT ALTERNATE SCOPE OF WORK THE FOLLOWING REQUIREMENTS 6 REFERENCES NOTED ARE BASED UPON a. FULLY SPRINKLED BUILpING AND b. EXISTING HEALTHCARE OCCUPANCY - 2009 NFPA 101, FLORIDA SPECIFIC EDITION c. 2007 NFPA 80 LIMITS OF SUITES ^ (NFPA 101 PAR 19.2 5.7) ALL CORRIDOR WALLS ARE TO BE SMOKE TIGHT, GASKETING OF DOORS SHOULD NOT BE NECESSARY T (NFPA 101 PAR A.8.4.3.4) (NFPA 101 PAR 19.3,611) SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE (NFPA 101 Par 19.3.6.3.1) ■ a.20MINUTE RATED I31eSOUDCORE WOOD DOOR, FRAME AND WINDOWS (19.3.6.3.1) ■ b. POSITNE LATCHING REQUIRED (A19.3.6.34(1)) ■ ■ c. NON RATED PROTECTIVE PLATE ON DOORS, UNUMrrEDINHEIGHT, ARE PERMITTED (19.3.6.3.12) ■ d. DOOR CLOSER NOT REQUIRED (193.6.3.11) ■ e, MAXI/8°GAPAT HINGE,IATCHBTOPONPULLSIDEOFSNGLED00RSANDA7 ■ MEETING EDGES OF PAIR OF DOORS (NFPA806.3.1.7) ■ L MAX.1°UNDERCUT FROM BTM OF DOOR TO FINISH FLOOR (19.3.6.3.4) ■ 9 . PERIMETER WALLS 0FAREAS OPEN TOCORRIDOR CONSTRUCTED 70MATCH ■ ■ CORRIDOR PARTITIONS AND CEILING (8.4.2) h. FIRE OR SMOKE DAMPERS NOT REQUIRED (193.7.4) ONE HOUR FIRE WALL ASSEMBLY (NFPA 901 Par 8:3.4.2) T__ _-_- ._.,___�.__.. � a. 314 HOUR RATED DOOR &FRAME (TABLE 8.3.42) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.3.3) c. POSITIVE LATCHING REQUIRED (19.3.8,35) ® d. NON RATED PROTECTIVE PLATE UP TO 48" (19.3.2.1.4) �■ e. MAX 11F GAP AT HINGE, LATCH & TOP ON PULL SIDE (85.4.18N1806.3.1,) ■ f. MAX 314"DOOR UNDERCUT (NFPASO4.8.4.1) Y 9. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 804.4.5) h. FIRE DAMPERS REQUIRED .1) I. NO LOUVERS IN DOORS (8.4.3.3) TWO HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) a. 1 tl2 HOUR RATED DOOR & FRAME (TABLES '3.42) 0 b. SELFCLOSING ORAUTOMATIC CLOSING REQUIRED (8.3.3.3) D. POSITIVE LATCHING REQUIRED (19.3.6.3.5) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER ■ THAN 48' ABOVE BOTTOM OF DOOR e, MAX 118"GAP ATHINGE, LATCH & TOP ONPULL SIDE (8.5.4.1&NFPA 806.3.1.7) f. MAX314 DOOR UNDERCUT (NFPA 804.84.1) p, FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 80 4.4.5) h. 1112 HOUR FIRE DAMPER REQUIRED 1. NO LOUVERS IN DOORS (8.4.3.3) ONE HOUR FIREISMOKE BARRIER WALL ASSEMBLY NFPA 101 Par 19.3.7 a. 20 MIN. RATED SOLID CORE WOOD DOOR OR STEEL DOOR & FRAME (TABLE8.3.4.2) I.SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.7.8&8.5.4.4) I, . POSITIVE LATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS (19.3.7.8) El. NON RATED PROTECTIVE PLATE UNLIMITED N HEIGHT G PERMITTED (19.3.7.6.1) IS. MAX il8' GAP AT HINGE; LATCH &TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS (8.5.4.1 & NFPA 806.3.1.7) I. EXISTING ASTRAGALS$HAULREMAIN g. MAX 3WDOOR UNDERCUT (NFPA804.8.4.1) h. FIRE GLAZING SIZE LIMITED TOAREA TESTED (NFPA804.4.5) 1. FIRESMOKE DAMPERS) REQUIRED (8.5.5.2) I. NO LOUVERS IN DOORS (8.4.3.3) TWO HOUR FIRE/SMOKE BARRIER WALL ASSEMBLY (NFPA 101, Per 19.3.7) ■ a. 11I2 HOUR RATED DOOR 8 FRAME ABLE 8.3A2 (T ) M b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.7.8&8.5.4.4) ■_ c. POSITIVE LATCHING REQUIRED 19,37.8 ( ) FM d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER ■ 0 0 DOOR THAN 18 ABOVE BOTTOM F R NFPA ..5 80 8 4 ( 1 - e, MAX 118"GAP AT HINGE LATCHBTOP ON PULL SIDE OF 31NGlE DOORS ME AND AT MEETING EDGES OF PAIR OF DOORS (8.5.41& NFPA 806.3.1.7) f. EXISTING ASTRAGALS SHALL REMAIN 9. MAX 311 DOOR UNDERCUT (NFPA 80 4,8.4.1) h• FIRE GLAZING SIZE LIMITED TOAREATESTED (NFPA 804A.5) ■E I. FIREI9MOKEDAMPER($)REQUIRED (8.5.5.2) NO LOUVERS IN DOORS__ ____ 8.4.3.3 EXIT TABULATION - SECOND FLOOR SMOKE COMPARTMENT OCCUPANY TYPE OCCUPANTS EXIT WIDTH ZONE AREA SQ. FT. NUMBER INCHES REQ. PROV. 2A 18,417 830 TREATMENT PATIENT SLEEPING 240 120 77 7 0.3 0.2 23.1 1.4 44 21B 19,116 TREATMENT 240 80 0.3 24.0 88 2C 4,594 PATIENT SLEEPING 120 39 0.2 7.8 40 2D 13,307 7,903 PATIENT SLEEPING TREATMENT 120 240 111 33 0.3 33.3 9.9 41 2E 5,931 2,849 PATIENT SLEEPING TREATMENT 120 240 50 12 0.3 15.0 3.5 41 2F 3,732 3,644 OUTPATIENT TREATMENT 100 240 38 16 0.2 7.6 3.2 124 213 5,931 2,849 PATIENT SLEEPING TREATMENT 120 240 48 7 0.3 14.1 2.1 38 2H 18,477 TREATMENT 240 77 0.3 23.1 88 21 17,223 TREATMENT 240 71 0.3 21.3 0 TOTAL 122,542 240 618 188 416 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert, Nos. AAC001886 * IB26000956 5620 " LCC000210 * GB238 TLCIENGINEERING S 0 L U T 1 0 N S PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD. OUT Advemnit Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 REVISIONS NO. DESCRIPTION DATE 1 AHCA & MISC. 1/08/2020 DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: LIFE SAFETY PLAN SHEET ID: BLDG. ID Al 00 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved, 3" SCALE 311 61 1' 1 1/2" SCALE " 1' ' 3/8" SCALE ' 1/4" SCALE 0 2' 4' 80 1/8" SCALE ' 4'81 16' K 4 5 IC 16 B PO E 8 14 Cal 0 A C:) _N SIC 2C 10,734 SF 1Z CLEAN SUPPLY 'OILET M )15 r0 N Mirks —T iu CORRIDOR ill ul 111 111 nl 111 111 $ES STATION nl nl oil SOILED HOLDING CORRIDOR NURSE STATION Z"' MEND; LOCKIR 2 SIC 2G RESTRICTED CORRIDOR NURSE STATION ELEVATOR LOBBY < > 3 \LV --------- - ----- - -IF11f F I SMOKE COMPARTMENT LIFE SAFETY PLAN - LEVEL 2 SCALE: 1/8" = V-10" I AREA OF WORK —B E: 1 Ill F CI C III \ L c1l CORRIDOR — 71 LIFE SAFETY LEGEND FE FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET S SMOKE DETECTOR EXIT LIGHT EXIT LIGHT W/ DIRECTIONAL ARROW [(C FIRE ALARM CHIME FIRE ALARM MANUAL PULL STATION FIRE ALARM STROBE CR CARD READER 44 EXIT ARROW / CLEAR WIDTH ETD EXIT TRAVEL DISTANCE CPT COMMON PATH OF TRAVEL BASE SCOPE OF WORK DEDUCT ALTERNATE SCOPE OF WORK THE FOLLOWING REQUIREMENTS & REFERENCES NOTED ARE BASED UPON a' FULLY SPRINKLED BUILDING, AND b ' EXISTING HEALTHCARE OCCUPANCY - 2009 NFPA 101, FLORIDA SPECIFIC EDITION C. 2007 NFPA 80 LIMITS OF SUITES (NFPA 101 PAR 19-2.57) ALL CORRIDOR WALLS ARE TO BE SMOKE TIGHT. GASKETING OF DOORS SHOULD NOT BE NECESSARY (NFPA 101 PAR A.8.4.3.4) (NFPA 101 PAR 19.3.6.3,1) SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE (NFPA 101 Par 19.3.63. 1) 20 MINUTE RATED 13/4" SOLID CORE WOOD DOOR, FRAME AND WINDOWS (19.3.6.3.1) ■ POSITIVE LATCHING REQUIRED (A193.6.35(1)) ■ C' NON RATED PROTECTIVE PLATE ON DOORS, UNLIMITED IN HEIGHT, ARE PERMITTED (193.6.3.12) d' DOOR CLOSER NOT REQUIRED (19-3.6.3.11) MAX Iff- GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT ■ MEETING EDGES OF PAIR OF DOORS (NFPA806.3.1.7) ■ f MAX. 1' UNDERCUT FROM BTM OF DOOR TO FINISH FLOOR (19.3.6.3.4) ■ ■ g. PERIMETER WALLS OF AREAS OPEN TO CORRIDOR CONSTRUCTED TO MATCH ■CORRIDOR PARTRIGNS AND CEILING (8.4.2) h. FIRE OR SMOKE DAMPERS NOT REQUIRED (19.3,7,4) ONE HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8-14.2) a' 314 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2)b SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.3.3) ■ C.POSITIVE LATCHING REQUIRED (19.3.6.3.6) d NON RATED PROTECTIVE PLATE UP TO 48" (19.3.2.1.4) ■ 9. MAX 116'GAP AT HING E, LATCH & TOP ON PULL SIDE (8.5.4,1 N FPA 60 611.7) IA I. MAX 314"DOOR UNDERCUT (NIPAS04,84.1) Ij. FIRE GLAZING SIZE LiMffEDT0 AREA TESTED (NFPA804.4.6) h, FIRE DAMPERS REQUIRED 1. NO LOUVERS IN DOORS (84.32) TWO 466-R FIRE WALL AS§EIWSCi (NFPA 101 Par 8.3.4.2) a. 11/2 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8,3.3.3) c. POSITIVE LATCHING REQUIRED (1916.3.5) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER THAN 48ABOVE BOTTOM OF DOOR (19.&2.1.4) e. MAX iff GAP AT HINGE, LATCH & TOP ON PULL SIDE (8.5.4.1 & NFPA 80 6.3.1.7) I. MAXT4'DOOR UNDERCUT (NFPA804.8.4.1) . FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA804.4.5) h. 1 IQ HOUR FIRE DAMPER REQUIRED (8.3.6.6.1) 1. NO LOUVERS IN DOORS (8A.3.3) ONE HOUR FIRE/SMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 19-3.7) 1 20 MIN. RATED SOLID CORE WOOD DOOR OR STEEL DOOR & FRAME (TABLE 8.3.4.2) b SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.7.8 & 8.5.4.4) c. POSff1VE LATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS (19,318) d. NON RATED PROTECTIVE PLATE UNLIMITED IN HEIGHT S PERMITTED (19.3,7.6,1) e. MAX 1/8'GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS NFPA 80 611,7 I. EXISTING ASTRAGALS SHALL REMAIN I. MAX 314'DOOR UNDERCUT (NFPA804.8.4.1) h. FIREGLAZING SIZE LIMITED TO AREA TESTED (NFPA 80 4.4.� I. FRUSMOKE DAMPER(S) REQUIRED (8,55.2) I. NO LOUVERS IN DOORS (0.4.3.3) KEY PLAN - LEVEL 2 & (D SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1/8" SCALE 8' 41 8' RS&ff 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Ced. Nos. AAC001886 * IB26000956 5620 " LCC06021 0 - GB238 TLCIENGINEERING SOLUTIONS PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT AdventHealth PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 REVISIONS —NO—. DESCRIPTION DATE 1 AHCA & MISC. 1/08/2020 DATE ISSUED: 12/1112019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 @ 2019 RS&H, INC. SHEET TITLE: SMOKE COMPARTMENT LIFE SAFETY PLAN SHEET ID: BLDG. ID Al 01 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 'Al 3" SCALE 0 1 6" 1' 1 1/2" SCALE 6" 1 2' 1 3/8" SCALE n 1 All Mimi 1/4" SCALE 4' 21 41 81 I 2 3 4 8 9 10 11 12 mar& EXISTING SIDEWALK nr��rro n nr�o A C 0 R m La CD A i DEMOLITION PLAN SCALE: 1/4" =1'-0" EXISTING CONSTRUCTION - TO REMAIN REMOVE EXISTING CONSTRUCTION TEMPORARY ICRA DUST BARRIER. SEE PARTITION DETAIL 5/A501. BASE SCOPE OF WORK �. �•. �.. — DEDUCT ALTERNATE SCOPE OF WORK / NOT IN SCOPE F I NEGATIVE PRESSURE HEPA H I FILTER MACHINE, SEE L — J MECHANICAL DRAWINGS ® TEMPORARY EXIT SIGN QFE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET AREA OF WORK 1 D REMOVE PORTION OF EXISTING WALL AS REQUIRED TAPE SEAL DOOR TO PREVENT DUST ENTERING. FOR DOOR AND FRAME INSTALLATION REMOVE EXISTING DOOR, FRAME, AND HARDWARE 3D THIS DOOR SHALL SERVE AS THE MAIN CONSTRUCTION ACCESS TO THE PROJECT AREA DURING CONSTRUCTION. REMOVE EXISTING DOOR & FRAME DURING LAST STAGE OF CONSTRUCTION. SEE FLOOR PLAN FOR INFILL OF OPENING. CUT OPENING IN EXISTING STRUCTURAL METAL STUD 4D FRAMED EXTERIOR WALL W/ EIFS SYSTEM AS REQUIRED FOR NEW DOOR & FRAME. SEE FLOOR PLAN AND DOOR SCHEDULE SHEET A401 FOR DETAILS. PREPARE EXISTING SLAB TO RECEIVE NEW FLOOR 5D FINISH AS SCHEDULED. REMOVE EXISTING FLOOR FINISH & WALL BASE AND 6D PREPARE SLAB TO RECEIVE NEW FLOOR FINISH AS SCHEDULED DECOMMISION FIRE RATING - PARTITION TO REMAIN SMOKE TIGHT. REMOVE STENCILING ABOVE CEILING; SEE MECHANICAL DRAWINGS. 8D REMOVE EXISTING VIEW WINDOW & INFILL OPENING IN EXISTING WALL. gp REMOVE EXISTING VIEW WINDOWS AND SALVAGE FOR RE -INSTALL. G.C. TO VERIFY FRAME, GLAZING AND INTEGRAL BLINDS. SEE FLOOR PLAN FOR NEW LOCATION. KEY PLAN - LEVEL 2 0 T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1/8" SCALE 0 4' 8' 16' 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLCi ENGINEERINGfS0LUT10NS. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT 94 Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 TYLER' 0.9 N o 04 AR 99970 fie Uj REa►`RG,�� z m w SIGNATURE tl. C�CJ J DATE tL in C1 0 I REVISIONS w DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: DEMOLITION PLAN SHEET ID: BLDG. ID Al 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 3" 611 1' 1 1/2" SCALE 0 of 2' 3/8" SCALE ' 1/4" SCALE 4' 0 2' 4' 8' 1 I 2 3 4 5 N F4 E 8 Lo Urz 0 C B A 3 A401 I I ,�•�rwwrwrrrr rrrrrrrrr ♦1 i rt , ' - �' � -•tee -E I LL ' / °4 a c4 �.6-0" :. 1 • d '� - 2%_MAX _ gLOPEd; �� • 1 I o- ; n 1 8'-, 10 1/2" Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 1 1 1 3" SCALE 0 " 6" 1' EXISTING SIDEWALK TO REMAIN 13'-8" 9 PO 11 I I i I I i i i I 1 1/2" SCALE 0 6" 1' 2' 28'-0" AREA OF WORK EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION FEC FIRE EXTINGUISHER CABINET LWR LOW WALL RETURN AIR DUCT CHASE - SEE MECHANICAL DRAWINGS �— PARTITION TYPE - SEE SHEET A501 V WINDOW TYPE -SEE SHEET A601 j F NEW 1 HR FIRE RATED WALL. SEAL ALL PIPE BASE SCOPE OF WORK PENETRATIONS AS REQUIRED. --•—�•--•-- DEDUCT ALTERNATE SCOPE OF WORK 2F ALIGN OUTSIDE SCOPE OF WORK 3F PATIENT TABLE CONTROL POINT; LOCATE PATIENT TABLE PER OPERATING ROOM EQUIPMENT VENDOR DRAWINGS ADD ALTERNATE #1 3/8" SCALE " 3f 61 1/4" SCALE 4' 04' 12 I I I I I I KEY PLAN - LEVEL 2 SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1 /8" SCALE 8' 8 16' RS&H 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620 � LCC000210' G8238 TUClJENGINEERING SOLUTIONS PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 .�� OF Fit R W Tye - c5 N �- 9c .coo 0 0 r AR 99970p�` Uj C�`�rFRED' z m M co w SIGNATURE LL DATE W c 10 REVISIONS z w N0. DESCRIPTION DATE tJ) 1 AHCA & MISC. 1/08/2020 v DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN SHEET ID: BLDG. ID Al 03 PROJECT STATUS: CONSTRUCTION DOCUMENTS E-5 1 1 2 1 3 1 4 1 5 IN C E R A I M N d' m 0 0 N N i, REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" REFL. CEILING PLAN KEYNO-FES j C SOFFIT ABOVE MILLWORK (TYP.) SEE SHEET A-501 FOR DETAIL ALIGN CEILING DEVICES AT PATIENT TABLE CONTROL POINT; SEE OWNER OPERATING ROOM EQUIPMENT VENDOR DRAWINGS 3C CEILING MOUNTED ANESTHESIA/EQUIPMENT BOOM; SEE OWNER OPERATING ROOM EQUIPMENT VENDOR DRAWINGS 4C MATCH EXISTING ADJACENT CEILING HEIGHT; ALIGN NEW ACT GRID WITH EXISTING. --- AREA OF WORK looms MEMEN REFL. CEILING PLAN LEGEND 2' x 2' DIFFUSER; SEE 2' X 2' SUSPENDED ACOUSTICAL MECHANICAL DWGS TILE CEILING SYSTEM (TYP. CEILING HEIGHT IS 9'0" A.F.F. UNLESS NOTED OTHERWISE) 5/8" GYP. BD. ON 'ARMSTRONG' DRYWALL SUSPENDED GRID SYSTEM (OR EQUAL) - PAINT 2' x 2' LED LIGHT FIXTURE; SEE ELECTRICAL DWGS 2' x 4' LED LIGHT FIXTURE; SEE ELECTRICAL DWGS 2' x 4' DIFFUSER; SEE MECHANICAL DWGS Or, •------ft �0s 04111111101' 2' x 2' SUPPLY; SEE MECHANICAL DWGS 2' x 2' EXHAUST; SEE MECHANICAL DWGS 2' x 2' GASKETED CEILING ACCESS PANEL EXIT SIGN BASE SCOPE OF WORK DEDUCT ALTERNATE SCOPE OF WORK NOT IN SCOPE KEY PLAN - LEVEL 2 (�) 0 SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert, Nos. AAC001886 ` IB26000956 5620 * LCC000210 ` GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 E O_F• F�O� �P' w T Y L,RHO AR 99970 ERE.D A' SIGNATURE DATE REVISIONS NO. DESCRIPTION DATE 1 AHCA & MISC. 1/08/2020 DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: REFLECTED CEILING PLAN SHEET ID: BLDG. ID Al 04 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 6, 1' 2' 3/8" SCALE 1 " ' 1/4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 I 5 RS&H I] C n. A :: M (1) EQUIPMENT COORDINATION PLAN SCALE: 1/4" = 11-0" EQUIPMENT PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION FEC FIRE EXTINGUISHER CABINET LWR LOW WALL RETURN AIR DUCT CHASE - SEE MECHANICAL DRAWINGS ---_--�� BASE SCOPE OF WORK DEDUCT ALTERNATE SCOPE OF WORK OUTSIDE SCOPE OF WORK / ADD ALTERNATE #1 EQUIPMENT LEGEND NOTE: ALL EQUIPMENT SHALL BE COORDINATED WITH EQUIPMENT VENDOR. CONTRACTOR SHALL PROVIDE FIRE TREATED BACKING IN WALL BEHINDE ALL WALL MOUNTED EQUIPMENT - - ITEM DESCRIPTION FURNISHED/ INSTALLED BY 001 PATIENT TABLE OFOI 002 ANESTHESIA BOOM (CEILING OFOI MOUNTED) 003 NURSE BOOM (CEILING MOUNTED) OFOI 004 LIGHT/MONITOR BOOM (CEILING OFOI MOUNTED) 005 TV MONITOR (WALL MOUNTED) OFCI 006 BLANKET WARMER OFCI 007 STRYKER CONTROL PANEL (WALL OFOI MOUNTED) 008 STRYKER CPU/MONITOR (WALL OFOI MOUNTED) 009 WIRE STORAGE RACK OFOI 010 DIGITAL CLOCK (WALL MOUNTED) OFCI 011 ANALOG CLOCK (WALL MOUNTED) OFCI 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 SI0LtlT1O.NS PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Advent Hea Ith PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 rE OF . F(,Q �Ew TYLER R��•9 AR 99970 RED A SIGNATURE DATE REVISIONS DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: EQUIPMENT PLAN SHEET ID: BLDG. ID Al 05 Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 610 1No 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE T n 1 R" 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' PROJECT STATUS: CONSTRUCTION DOCUMENTS rn r U expressed written consent of this corporation is prohibited, All rights reserved, - -- - ■ 3 5 f 0 C u I_1 FACE OF FINISH SOFFIT ADJUSTABLE SHELF MOUNTED ON TAB AND HOLES WHITE MELAMINE INTERIOR (TYP.) 1/4" TEMP. HARDBD. BACKING CABINET DOOR WITH PLAS LAM ALL SIDES - MOUNT ON SELF - CLOSING CONCEALED HINGES DOOR PULL - MOUNT CENTERLINE 1 1/2" FROM DOOR EDGE UPPER CABINET HEIGHTS VARY, REFER TO INT. ELEVATIONS FOR MORE INFO. UPPER CABINET (TYP. SCALE: 1" =1'-0" Copyright© 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. UNDERSIDE OF STRUCTURE ABOVE CONTINUOUS FIRE CAULK (BOTH SIDES) CONT. HEADER TRACK SECURED TO STRUCT. @ 24" O.C. W/ 1 1/2" -10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTENER @ 24" C/C MAX. EXTEND PARTITION TO UNDERSIDE OF STRUCTURE CEILING AS SCHEDULED BATT. INSULATION (2) LAYER 5/8" TYPE "X" G.W.B. @ EA. SIDE OF 22 GA. 3 5/8" METAL STUD FRAMING & 16" O.0 - SECURE TO STUDS PER UL DETAIL U419 REQUIREMENTS NOTE: ASSEMBLY FIRE RESISTANCE RATING 2 HR. -COMPLY WITH U.L. DESIGN No. U419 CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" '10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. FIRE CAULK (BOTH SIDES) FINISH FLOOR SOLID SURFACE COUNTERTOP WITH EASED EDGE & 4" BACKSPLASH WITH DROP IN SINK CONT. FRAMING AS REQ'D PROVIDE BLOCKING AS REQ'D (TYP.) CONTRACTOR TO ENSURE SPECIFIED SINK FITS SINK CABINET PRIOR TO PURCHASE. - EDGE BLOCKING BEYOND AND IN FOREGROUND TO SUPPORT PANEL(S) — REMOVABLE PANEL; PLAS. LAM. OVER 3/4" SUBSTRATE BASE AS SCHEDULED -- ---- SINK BASE (TYP. SCALE: 1" =1'-0" 3" SCALE 0 3" 6" 1' HEAD UNDERSIDE OF STRUCTURE ABOVE CONTINUOUS FIRE CAULK (BOTH SIDES) CONT. HEADER TRACK SECURED TO STRUCT. @ 24" O.C. W/ 1 1/2" "10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTENER @ 24" C/C MAX. EXTEND PARTITION TO UNDERSIDE OF STRUCTURE CEILING AS SCHEDULED SOUND ISOLATING BATT. INSULATION (1) LAYER 5/8" TYPE "X" G.W.B. @ EA. SIDE OF 22 GA. 3 5/8" METAL STUD FRAMING & 16" O.0 - SECURE TO STUDS PER UL DETAIL U465 REQUIREMENTS NOTE: ASSEMBLY FIRE RESISTANCE RATING 1 HR. - COMPLY WITH U.L. DESIGN No. U466 CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" -10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. FIRE CAULK (BOTH SIDES) FINISH FLOOR TYPE C- 1 HR RATED 2'-1" OPEN BELOW CLOSE CEILING SPACE W POLYTHENE MEMBRANE SEAL AROUND ALL PIPE & DUCT PENETRATIONS. HEAD UNDERSIDE OF STRUCTURE ABOVE CONT. HEADER TRACK SECURED TO STRUCT. @ 24" O.C. W/ 1 1/2" -10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTENER @ 24" C/C MAX. EXTEND PARTITION TO UNDERSIDE OF STRUCTURE CEILING AS SCHEDULED HEAD (1) LAYER 5/8" G.W.B. ON 22 GA. 3 5/8" METAL STUD FRAMING & 16" O.0 @ EA. SIDE - SECURE W/ 1" TYPE 'S' SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS IN FIELD SOUND ISOLATION BATT. INSULATION CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 112" "10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. CAULK (BOTH SIDES) FINISH FLOOR TYPE B SECURE ALL TAPE W/ /-- PLASTER TAPE ALL JOINTS, RAM -TACK IN THE = HIGH TACK SPRAY OR EQUAL PARTITION & POLY !` BARRIER W/ DUCT TAPE ' — 5/8" TYPE "X' GYP. BD. ON 3-5/8" MTL. STUD FRAMING (1-HR.). FINISH OCCUPIED SIDE W/ GLOSS PAINT RENOVATED SIDE OCCUPIED SIDE PROVIDE 20 MIN. RATED DOOR IN RATED FRAME IF TYPE "C" SOUND ACCESS DOORS ARE ISOLATING BATT INSTALLED INSULATION CONT. 35/8" SILL TRACK EXISTING FLOOR SECURED TO FLOOR ALTERNATE TEMPORARY 1 HR. PARTITION SCALE: 3/4" =1'-0" 811 F- L4 NOTE: COUNTERTOP WIDTH VARY IN DEPTH. REFER TO ENLARGED PLANS FOR MORE INFO. 1 1/2" SCALE 0 6" 1' ' 1111 LOUVER BASE CABINET SCALE: 1" =1'-0" CLOSE CEILING SPACE W 5/8" TYPE "X" GYP. WALL BD. SEAL ALL JOINTS & PENETRATIONS & PERIMETER W/ DUCT TAP to UNDERSIDE OF STRUCTURE ABOVE 22 GA. MTL. STUD BRACING @ 48" O.C. MAX (ALTERNATE) - CONNECT EA. BRACING TO DECK ABOVE W/ (4) POWER ACTUATED CONC FASTENERS & TO HEAD TRACK W/ (4) 1/2" SELF -TAPPING PAN HEAD SCREWS CEILING AS SCHEDULED CONT. HEADER TRACK SECURED @ 24" O.C. (1) LAYER 5/8" G.W.B. ON 22 GA. 3 5/8" METAL STUD FRAMING & 16" O.C. - SECURE W/ 1" TYPE 'S' SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS IN FIELD SOUND ISOLATING BATT INSULATION CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" '10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. CAULK FINISH FLOOR TYPE A MTL. STUD FRAMING SEAL AROUND ALL PIPE & DUCT PENETRATIONS. -- PLASTER TAPE ALL JOINTS, SECURE ALL TAPE W/ / HIGH TACK SPRAY OR EQUAL RAM -TACK IN THE % PARTITION & POLY 5/8" TYPE "X' GYP. BD. ON 3-5/8" MTL. BARRIER W/ DUCT TAPE ----- STUD FRAMING (1-HR.). FINISH OCCUPIED SIDE W/ GLOSS PAINT RENOVATED SIDE OCCUPIED SIDE PROVIDE 20 MIN. RATED DOOR IN RATED FRAME IF TYPE "C" SOUND ACCESS DOORS ARE ISOLATING BATT INSTALLED INSULATION CONT. 35/8" SILL TRACK EXISTING FLOOR SECURED TO FLOOR r� TEMPORARY 1 HR. PARTITION SCALE: 3/4" =1'-0" SS COUNTERTOP AND BACKSPLASH DOOR PULL LOUVERS WHITE MELAMINE INTERIOR (TYP.) CABINET DOOR WITH PLAS LAM ALL EXPOSED SIDES 3/8" SCALE " ' 1. ALL STUD GAUGES AND LIMITING HEIGHTS IN GYPSUM WALL BOARD REFERENCE SPECIFICATIONS, 2, ALL PARTITIONS CONTAINING PLUMBING OR HAVING AN EXTERIOR FACE TO BE INSULATED. 3. THE FOLLOWING LIST OF ROOMS (IF USED) SHALL HAVE THEIR PERIMETER PARTITIONS INSULATED USING MINERAL WOOL: a. ALL ROOMS ENCLOSED WITH RATED PARTITIONS 4. ALL RATED PARTITIONS TO EXTEND FROM TOP OF SLAB TO UNDERSIDE OF STRUCTURE. SEAL TOP AND BOTTOM TYPICAL. 5. REFER TO PLANS FOR LOCATION OF PARTITION TYPES. "A" IS THE TYPICAL PARTITION TYPE UNLESS NOTED OTHERWISE. 6. UNDERSIDE OF STRUCTURE INDICATED AT HEAD CONDITION FOR EACH PARTITION TYPE IS DIAGRAMMATIC ONLY, AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS. 7. INSTALL FRAMING AND GYPSUM WALL BOARD TO OFFSET AROUND STRUCTURAL MEMBERS OR OTHER OBSTRUCTIONS TO MAINTAIN FIRE RESISTIVE RATINGS. 8. WHERE GYPSUM WALL BOARD EXTENDS TO THE UNDERSIDE OF STRUCTURE, STOP GYPSUM WALL BOARD'/ BELOW LINE OF STRUCTURE AND SEAL AS REQUIRED. 9. FIRE RESISTANT, RATED PARTITIONS TO BE INSTALLED WITH FIRESTOP SEALANT, UNLESS NOTED OTHERWISE. 10. NON -RATED PARTITIONS TO BE INSTALLED WITH ACOUSTICAL SEALANT, UNLESS NOTED OTHERWISE. 11. REFER TO MECHANICAL DRAWINGS FOR DETAILS ON PIPE PENETRATIONS THROUGH ACOUSTICAL PARTITIONS AS WELL AS RATED PARTITIONS. 12. INSTALL FIRE RETARDANT, TREATED BLOCKING IN PARTITIONS AS REQUIRED ON DRAWINGS. 13. ALL PARTITIONS SCHEDULED TO RECEIVE TILE OR FRP, SHALL BE CONSTRUCTED OF WATER- RESISTANT CORE GYPSUM WALL BOARD. 14. DO NOT INSTALL GYPSUM WALL BOARD IN DIRECT CONTACT WITH THE FLOOR. ALL PARTITIONS SHALL BE SHIMMED '/z OFF THE FLOOR WITH NON -POROUS SHIMS. PLASTIC NON -POROUS HORSESHOE SHIMS ARE RECOMMENDED. GYPSUM WALL BOARD SHIMS ARE NOT ACCEPTABLE. SEAL WITH ACOUSTIC SEALANT AT NON -RATED WALLS. SEAL WITH FIRE RATED SEALANT AT RATED WALLS. SOLID SURFACE COUNTERTOP AND BACKSPLASH WITH EASED EDGE DRAWER GLIDE AND DUST PANEL DOOR PULL - MOUNT CENTERLINE 1 1/2" FROM DOOR EDGE CABINET DOOR WITH PLAS LAM ALL SIDES - MOUNT ON CONCEALED HINGES ADJUSTABLE SHELF MOUNTED ON TAB AND HOLES WHITE MELAMINE INTERIOR (TYPICAL) BASE AS SCHEDULED BASE CABINET -SOLID SURFACE SCALE: 1" =1'-0" 1/4" SCALE 4' 2' 4' RS&H 301 E• Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLCIENGINEERING SOLUTIONS PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 OFF� p fgE ��j w �Q t- NTYP' 9�` . C) 0 •. T AR 99970 m �NiZ SrFRED A�L� z m n ca W SIGNATURE W IL J DATE W IO Q V REVISIONS z w DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: PARTITION & MILLWORK DETAILS SHEET ID: BLDG. ID P.A501 PROJECT STATUS: CONSTRUCTION DOCUMENTS 1/8" SCALE 0 4' 8f 16' C 2 3 4 M 0 A CD, T DOOR AND FRAME SCHEDULE MARK ROOM DOOR FRAME HARDWARE SET FIRE RATING NOTES SIZE..___ TYPE DOOR MATERIAL FRAME MATERIAL Frame. Type DETAIL WIDTH HEIGHT ,_.__r_.._____.___ THICKNESS HEAD JAMB SILL 278E STORAGE 3' - 8" 7' - 0" 1 3/4" D HOLLOW METAL HOLLOW METAL A 8/A601 7/A601 6/A601 2 45 MIN. NOA 17-0803.01 279A O.R. 8 6' - 4" T - 0" 1 3/4" B WOOD HOLLOW METAL B 5/A601 4/A601 3/A601 3 4'-0" X 2'-4" WIDE UNEVEN PAIR OF LEAFS 279B O.R. 8 3' - 0" T - 0" 1 3/4" D WOOD HOLLOW METAL A 5/A601 4/A601 3/A601 4 281 SUB STERILE 3' - 0" T - 0"" 1 3/4" D WOOD HOLLOW METAL A 5/A601 4/A601 3/A601 4 283A O.R. 9 6" - 41" 7" - 0" 1 3/4" B WOOD HOLLOW METAL B 5/A601 4/A601 3/A601 3 4"-0'" X 2'-4'" WIDE UNEVEN PAIR OF LEAFS 283E O.R. 9 3' - 0" T - 0" 1 3/4" D WOOD HOLLOW METAL A 5/A601 4/A601 3/A601 4 PER PARTITION TYPE 3WB PARTITION, PER CLAN METAL FRAMING 3LOCKING AS NECESSARY wAULK EACH SIDE )OOR FRAME PER )OOR SCHEDULE ___ .._.. DOOR PER DOOR _-- VARIES SCHEDULE . TYP. DOOR HEAD SCALE: 3" = V-0" FACE OF WALL @ INSIDE CORNER (U.N.O.) ^YP. BD. ON METAL FRAMING - INISH AS SCHEDULED OUBLE STUD @ JAMB AINTED M.M. DOOR RAME AS SCHEDULED ..,—A I.UD ANCHORS (3 PER JAMB) SCALE: 3" =1 "-0" DOOR PER DOOR SCHEDULE z .00R COVERING 3SCHEDULED {ISTING SLAB TYPICAL DOOR SILL SCALE: 3" =1 "-0" EXISTING SHEATHING BOARD EXISTING EIFS SYSTEM VAPOR RETARDER FLASHING TAPE BACKWRAP MESH, THEN OVERLAP 2 1/2" MIN. TYP. AT SYSTEM RETURNS EXTEND -- FLASHING MIN OF 1/4" FROM FACE OF WALL PATCH & REINFORCE CUT EDGE OF EXISTING EIFS PER MFR GUIDELINES — SEALANT AND BACKER ROD HOLLOW METAL FRAME r - 6" METAL STUDS -SEE r— STRUCTURAL DETAIL ??? GWB ` CORNER BEAD DOOR HEAD - EIFS SYSTEM ON METAL STUD. SCALE: 3" = V-0" 6" METAL STUDS -SEE STRUCTURAL DETAIL ??? GWB CORNER BEAD DOOR t) SYSTEM ON FRAME.......,,. CONC. JAMB - EIFS SCALE: 3" =1 "-0" -- DOOR SHOE DOOR, SEE SCHEDULE EXTRUDED ALUM. THRESHOLD NON -TRACKING i SET IN SEALANT TO CONCEAL EXPANSION % EXP. JT. JOINT MATERIAL 1 /2" MAX ' CONCRETE SLABFLOOR FINISH, SEE SCHEDULE -----.--_� � �,/ j' �._ DOORSILL - EXTERIOR SCALE: 3" =1 "-0" 1/4" GLAZING W/ 5/8" x 1 1/8" INTEGRAL BLINDS REMOVABLE STOP WINDOW JAMB SCALE: 3" =1 "-0" 5/8" x 1 1/8" REMOVABLE STOP 1/4" GLAZING W/ INTEGRAL BLINDS STUD TRACK 5/8" GYP. BD. ON METAL FRAMING - FINISH AS SCHEDULED WINDOW HEAD/SILL SCALE: 3" =1 "-0" TYPE TYPE A TYPE B FRAME TYPES I SCALE: 1/4 =1"-0" Z CLIP AS REQ'D SET NO.1 3 HINGES 1 STOREROOM LOCKSET 1 WALL STOP 1 CLOSER 3 SILENCERS S9T NO, 2 ENTRANCE LOCKSET HARDWARE PER NOA 1 TRAVEL LIMITER SET NO.3 6 OFFSET HINGES 1 HOSPITAL LATCHSET 1 PUSH PLATE (ON SMALL LEAF) 1ASTRAGAL 1 TOP FLUSH BOLT (ON SMALL LEAF) SET NO,, 4 3 HINGES 1 HOSPITAL LATCHSET 1 CLOSER 3 SILENCERS 1/4" TEMPERED 5' - 5 1/2" GLAZING WITH INTEGRAL BLINDS CV ._ IM �i 04 WINDOW TYPES SCALE: 1/4" = V-0" 1. ALL FLOORING MATERIAL CHANGES TO OCCUR AT THE CENTERLINE OF DOOR, UNLESS NOTED OTHERWISE. 2.ALL INTERIOR SOFFITS DESIGNATED AS "GWB" SHALL BE PAINTED WITH THE ADJACENT WALL COLOR, UNLESS OTHERWISE NOTED. 4.ALL ELECTRICAL PANELS, ACCESS PANELS, ELECTRICAL OUTLET STRIPS AND FIRE EXTINGUISHER CABINETS SHALL BE FACTORY PRIMED AND FIELD PAINTED TO MATCH ADJACENT WALL COLOR. 5.PLASTIC LAMINATE SHALL RUN IN A VERTICAL DIRECTION, UNLESS OTHERWISE NOTED ON CASEWORK DETAILS. 6.ALL PLASTIC ELECTRICAL SWITCH AND OUTLET COVERS SHALL MATCH BUILDING STANDARD. 7.PRIOR TO FLOORING INSTALLATION TEST CONCRETE SLAB FOR MOISTURE CONTENT BASED ON MANUFACTURERS RECOMMENDATIONS. 8.USE APPROPRIATE FLAME AND SMOKE CODES AND STANDARDS RATING REQUIREMENTS FOR FINISHES. USE LOCAL VOC REQUIREMENTS FOR PAINTINGS AND COATINGS 10.MOISTURE TESTS ARE REQUIRED ON ALL CONCRETE SUBFLOORS PRIOR TO INSTALLATION. ALKALINITY IS RECOMMENDED FOR TESTING BY USING A PH TEST. THE INSTALLATION MUST NOT CONTINUE IF TEST RESULTS EXCEED THE LIMITATION. 11. DRI TAC 7100 ECO DRIBLOCK TO BE USED IF MOISTURE TESTS EXCEED THE LIMITATION. TWO COATS TO BE APPLIED TO ACHIEVE A 90% RH. 12.TO PREVENT WARPING, SHRINKING, OR SWELLING OF MATIERAL DURING OR AFTER INSTALLATION, ALL FLOORING MATERIALS ARE REQUIRED TO BE ACCLIMATIZED TO THE SPACE IN WHICH IT WILL BE INSTALLED FOR A MINIMUM 48 HOURS PRIOR TO INSTALLATION. 13.ALL CONSTRUCTION TRAFFIC PATTERNS NEED TO BE IMMEDIATELY PROTECTED ON ALL FLOORING SURFACES AFTER INSTALLATION. 1/8" MASONITE IS REQUIRED UNTIL PROJECT COMPLETION/FINAL CLEANING. 14.ALL SUBSTRATES TO BE PREPARED PRIOR TO INSTALLATION OF FLOORING PER MANUFACTURERS RECOMMENDATION TO ENSURE ADHESION OF RESILIENT PRODUCTS. 15.CONTINUOUS ROLLS OF RESILIENT WALL BASE ARE REQUIRED UNLESS OTHERWISE NOTED, 16.ALL WALL BASE TO BE INSTALLED IN LENGTHS AS LONG AS FEASIBLE WITHOUT GAPS AT SEAMS. TOP OF BASE TO ALIGN WITH ADJACENT PIECE. 17.FLOORING TO EXTEND UNDER TOE KICK OF BASE. 18.PROVIDE FLOOR LEVELING COMPOUND BELOW ALL FLOOR FINISHES. 1. WHERE REQUIRED, PROVIDE CARD ACCESS WITH ELECTROMAGNETIC SECURITY DEVICE IN DIRECTION OF OPPOSITE FIRE EGRESS ONLY. EGRESS SIDE TO ALWAYS BE UNLOCKED. CARD READER TO RELEASE ELECTRIC STRIKE. 2. G.C. SHALL COORDINATE ALL DOOR HARDWARE AND ACCESS CONTROL FEATURES WITH OWNER, SECURITY VENDOR, AND BUILDING MANAGER.ADDITIONAL WORK MAY BE REQUIRED BY THE OWNER AND SECURITY VENDOR AT NON-SCHEDULED DOORS IN EXISTING COMMON BUILDING AREAS. 3. G.C. SHALL COORDINATE WITH OWNER AND BUILDING MANAGER PRIOR TO MODIFICATIONS AT EXISTING DOORS OR HARDWARE OF EXISTING COMMON BUILDING AREAS. 4. G.C. SHALL ENSURE ALL HARDWARE SETS, EXIT DOORS, EXIT ACCESS DOORS AND ACCESS CONTROL ASSEMBLIES COMPLY WITH APPLICABLE BUILDING, MUNICIPAL, AND FIRE CODES. A.S. SCHFn AS Sr:HFD AS Sr:Hl-In AS SrWn ,I— A B SOLID CORE WOOD PAIR DOORS SOLID CORE WOOD DOOR TYPES SCALE: 1/4" = V-0" C D HOLLOW METAL DOOR FLUSH INSULATED CORE W/ VIEWLITE 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLCENGINEERIN I SOLUTION PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 '�Q► W TYL /� r 9�C o T AR 99970 Uj f ED ERG z 11:10 I-- U W O SIGNATURE I% CL % DATE iD 0 O 0 REVISIONS z w NO. DESCRIPTION DATE (Jy DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: DOOR SCHEDULE AND FINISH LEGEND SHEET ID: BLDG. ID A601 PROJECT STATUS: CONSTRUCTION DOCUMENTS si Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 611am 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE T n 1A11 ' 1/4" SCALE 4' 0 2' 4' 81 1/8" SCALE 8' 0 4' 16' 1 IL 1 1! --- 2 3 4 5 RS&H E 8 s Q E C A ME N FINISH PLAN 1 SCALE: 1/4" = T-0" FINISH KEY MANUF. MODEL NAME / NUMBER FINISH LEGEND COLOR SHEI SIZE REMARKS FLOOR HEAT WELDED ROD VHW-45 TAUPE. MANUFACTURERS REP CONTACT: BRYAN LEE 407.636.0658 TEXAS GRANITE LVT-1 LVT-2 AMERICAN BILTRITE VTG-130 WHITE/GREY 3611 X 36" TEXAS GRANITE AMERICAN BILTRITE ._.._.__.._...__ _ __.._._... -.... AMERICAN BILTRITE VTG-158 VTG-130 SOFT BROWN 24" X 24" HEAT WELDED ROD VHW-45 TAUPE. MANUFACTURERS REP CONTACT: BRYAN LEE 407.636.0658 MANUFACTURERS REP CONTACT: BRYAN LEE 407.636,0658 4' HIGH ABOVE INTEGRAL WALL BASE; SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: DAVE RONCA 813.391.8407 8' HIGH ABOVE INTEGRAL WALL BASE; SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: DAVE RONCA 813.391.8407 CORNER GUARD. SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: DAVE RONCA 813.391,8407 CORNER GUARD. SEE FINISH PLAN FOR LOCATIONS.. MANUFACTURERS REP CONTACT: DAVE RONCA 813.391.8407 BASE_ INTEGRAL BASE IB-1 WP-1 WHITE/GREY 6" HIGH WALL PROTECTION INPRO INPRO RIGID SHEET WALL PROTECTION SHARKSKIN 0350 SHARKSKIN 0350 SHARKSKIN 0350 SHARKSKIN 0350 4' X 10' WP-2 RIGID SHEET WALL PROTECTION 8' X 10' CG-1 CG-2 INPRO 160 SURFACE MOUNT CORNER GUARD 4' HIGH INPRO 160 SURFACE MOUNT CORNER GUARD 8' HIGH CEILING ACT-1 P-1 OPTIMA SQUARE TEGULA ARMSTRONG OPTIMA SQUARE TEGULAR SHERWIN WILLIAMS SW7006 WHITE ACOUSTICAL CEILING TILE 24" X 24V PRELUDE 15/16" WHITE GRID MANUFACTURERS REP CONTACT: JONATHAN ELROD 407.803.3448 FIELD PAINT. SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: MEGHAN RAWLINGS 407.832.5388 FIELD PAINT MINDFUL GRAY EPDXY SOLID SURFACE VERTICAL PLASTIC LAMINATE SS-1 WILSON ART 9204CE MORNING ICE 5TH AVE ELM SOFTGRAIN MANUFACTURERS REP CONTACT: MEGHAN RAWLINGS 407.832.5388 PLAM-1 WILSON ART 7966K-12 Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. —Mft AREA OF WORK FINISH PLAN KEYNOTES COORDINATE W/ CENTER OF PATIENT TABLE 1 F CONTROL POINT; SEE OWNER VENDOR EQUIPMENT DRAWINGS MATERIAL CODE LEGEND ACC ACCESSORIES IB INTEGRAL BASE ACT CEILING TILE P PAINT PLAM PLASTIC LAMINATE LVT LUXURY VINYL TILE SS SOLID SURFACE 1/4" SCALE 4' 0 2' 4' 8' FINISH TAG LEGEND !� CEILING WALL - -- BASE FLOOR FINISH PLAN LEGEND ------_. - BASE SCOPE OF WORK w DEDUCT ALTERNATE SCOPE OF WORK ------- WP-1 ------- WALL PROTECTION, WP-1; SEE FINISH LEGEND ---_ WP-2------- WALL PROTECTION, WP-2; SEE FINISH LEGEND L_ CORNER GUARD CG-1; CG SEE FINISH LEGEND LVT-1 `` LVT-2 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ENGINEERING SOLUTION PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 .�� OF Fto�i TY� � Q N .�X ER •9 • — — • 0 e- M N AR 99970 p� c�sr�REo•A���� La z m LLJ SIGNATURE R- LU L- DATE O U REVISIONS z W NO. DESCRIPTION DATE U 1 AHCA & MISC. 1/08/2020 Q DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: FINISH PLAN, LEGEND & DETAILS SHEET ID: BLDG. ID A602 PROJECT STATUS: CONSTRUCTION DOCUMENTS 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 611 1' 2' 3/8" SCALE 0 1811 ' 1/8" SCALE 8' 0 4' 8' 16' 1 -1 ".,,. _ _ _ I ___ __ _ ___ _ _ _ __ _ __ _ _ _ _ _ _ _ __ _ 1 1 2 1 3 I 4 1 5 X C 2. A 2 a. PE IFICATI S FIRE PROTECTION LEGENDGENERAL FIRECRITERIA S NOTES 210100 -AUTOMATIC SPRINKLERS SYSTEMS SYMBOL DESCRIPTION THESE DRAWINGS ARE COMPLETE SPRINKLER DESIGN DRAWINGS FOR REVIEW BY AHCA FOR 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13 AND ALL APPLICABLE STATE CODES. STAGE III CONSTRUCTION DOCUMENTS, THE LAYOUT OF THE PIPING SYSTEM COMPLETED BY 100- GENERAL PROVISIONS 0(9 OR Q(K - CONTROL VALVE w/TAMPER SWITCH TLC, AND ARE IN COMPLIANCE WITH FLORIDA STATUTE 61G15-32.003 AND-32.004. 2. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER. 1.1 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY D4 - U/G GATE VALVE ENTIRE BUILDING (EXCEPT AS NOTED) 3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE OPERATING FIRE PROTECTION SYSTEM. a - FIRE VALVE CABINET OCCUPANCY CLASSIFICATION: LIGHT HAZARD ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY SYSTEM TYPE: WET PIPE INSTALLATION. 1.2 CODES AND STANDARDS: THE FIRE SPRINKLER PROTECTION SYSTEMS INSTALLATION, - NEW SPRINKLER PIPING DESIGN DENSITY: .10 GPM/SQ. FT. FLUSHING AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13, AND 24 AND HYDRAULIC REMOTE AREA: 1,500 SQ. FT. 4. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO ALL LOCAL CODES HAVING JURISDICTION. ________ - EXISTING SPRINKLER PIPING SPRINKLER ORIFICE SIZE: 1/2" PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND COORDINATION DURATION OF SUPPLY: 30 MIN. WITH OTHER TRADES. 1.3 PIPE THREAD PATTERN: ALL THREADS SHALL BE IN ACCORDANCE WITH LOCAL FIRE MAXIMUM COVERAGE/SPRINKLER HEAD: 225 SQ. FT. DEPARTMENT SPECIFICATIONS AND NFPA 1963, 1998 REVISION. ----- -- DEMOLISHED SPRINKLER PIPING HOSE STREAM ALLOWANCE: 100 GPM 5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO 21/2" ALLOW THE OWNER MAXIMUM USE OF THE SPACE. 1.4 UUFM APPROVAL: ALL EQUIPMENT, VALVES, COUPLINGS, HANGERS AND DEVICES SHALL BE -PIPE SIZE UNLESS OTHERWISE NOTED ALL STORAGE, SHELLSPACES. MECHANICAL AND ELEGIR&AL ROOMS: APPROVED BY UNDERWRITERS' LABORATORY (UL) OR FACTORY MUTUAL (FM) FOR USE IN FIRE 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS. PROTECTION SERVICE. 21/2" OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP I 1.5 LICENSURE: THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE OF FLORIDA 3-0 - PIPE SIZE AND LENGTH SYSTEM TYPE: WET PIPE DESIGN DENSITY: .15 GPM/SQ. FT. 7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13 AND THE CERTIFIED FIRE PROTECTION CONTRACTOR. HYDRAULIC REMOTE AREA: 1,500 SQ. FT. LISTING OF THE SPRINKLER. 1.6 ALL FIRE PROTECTION WORK SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER. -� - CONTROL VALVE W/ TAMPER SWITCH SPRINKLER ORIFICE SIZE: 1/2" DURATION OF SUPPLY: 60-90 MIN. 8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE. PROVIDE ARMOVER OR SWING JOINT AS MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SQ. FT. REQUIRED. 1.7 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE 1404 allm - 2-1/2" FIRE DEPARTMENT VALVE W/ CAP AND CHAIN HOSE STREAM ALLOWANCE: 250 GPM EXECUTION OF THIS WORK. 9. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE DESIGN CRITERIA: INSTALLED WITH DEFLECTOR V BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF 1.8 CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT - HYDRAULIC REMOTE AREA THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY- FIRE PROOFING THAT MAKES THE JOIST SOLID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKKLL ERS 1" BELOW THE BOTTOM OF THE FIRE ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL WORK IN A TIMELY THE DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. PROOFING. --� MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. 1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION -KEYNOTE 2. FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017) 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS 1.9 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF MATERIAL. ® - HYDRAULIC REFERENCE NODE THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 1.10 PIPING SHOP DRAWINGS: SUBMIT 1/8" SCALE PIPING SHOP DRAWINGS. SHOP DRAWINGS SHALL FIRE SPRINKLER: 11. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. INCLUDE SPRINKLER PIPING CUT LENGTHS, OFFSETS, FITTINGS AND DEVICES, ELEVATIONS, Q - REVISION REFERENCE HANGER LOCATIONS, SPRINKLER HEAD COUNT BY TYPE, ELEVATION SECTIONS AND OTHER THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER CHAPTER 23, OF NFPA 12. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN INSTALLATION INFORMATION. SUBMIT HYDRAULIC CALCULATIONS PROVING THE VIABILITY OF - CONNECT TO 13 - 2013 EDITION. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS. CRITERIA FOR EACH HYDRAULICALLY -DESIGNED SYSTEM. THE MOST HYDRAULICALLY -REMOTE AREAS OF THE PROJECT. INDICATE HYDRAULIC CONTRACTOR'S SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS REFERENCE POINTS AND SUBMIT COMPUTER ANALYZED NODAL CALCULATIONS IN BOTH - DEMO TO AND MATERIAL DATA SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND AUTHORITY 13. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND TABULAR AND GRAPHICAL FORMATS. HYDRAULIC IMBALANCE SHALL NOT EXCEED 0.01 GPM AT HAVING JURISDICTION FOR APPROVAL PRIOR TO SYSTEM INSTALLATION. SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER DUCTS ANY NODE, AND WATER VELOCITY SHALL NOT EXCEED 20 FEET PER SECOND, DEMONSTRATE ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN COMPLIANCE WITH THE REQUIREMENTS OF NFPA-13 REGARDING DENSITY, AREA OF ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND APPLICATION, SELECTION OF HYDRAULICALLY -REMOTE AREAS, AND MAXIMUM COVERAGE PER WATER SUPPLY DATA OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS. SPRINKLER. THE CONTRACTOR SHALL PERFORM HYDRANT -FLOW TEST TO VERIFY WATER PRESSURE 14. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF 1.11 COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL REQUIRED FOR HYDRAULIC CALCULATIONS. EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE. PIPING TO AVOID DUCTWORK, PIPING, AND BUILDING STRUCTURE. 15. PROVIDE SPRINKLER GUARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS, ELEVATOR 2.00 - BASIC MATERIALS AND METHODS ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN 7'-0" ABOVE THE FLOOR. 2.1 GENERAL: ONLY THE FOLLOWING MATERIALS DESIGNED FOR 175 PSIG CWP SHALL BE USED 16. IF SYSTEM PRESSURE EXCEEDS 100 PSI PROVIDE HANGERS PER NFPA 13 9.2.3.4. AND 9.2.3.5.2 THAT FOR FIRE PROTECTION PIPING UNLESS SPECIFICALLY INDICATED OTHERWISE. ALL PIPING PREVENTS UPWARD MOVEMENT OF THE PIPE FOR SPRINKLERS IN THE PENDENT POSITION. A MATERIALS SHALL HAVE A CORROSION RESISTANCE RATING (CCR) OF 1.0 OR GREATER. MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND ALL ARM-OVERS OVER 12". 2.2 PIPE: 2 INCH OR SMALLER PIPE, AND ALL THREADED PIPING SHALL BE BLACK STEEL, SCHEDULE NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT 17. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO 40, ASTM A-53. 2-1/2 INCH AND LARGER PIPE MAYBE BLACK STEEL, SCHEDULE 10, ASTM A-135. ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY MNERALFIRE PROTECT" I�IGTE ��R FLORIDA ADM�IINI TRATI'�E BODE 2.3 FITTINGS: SCHEDULE 40 BLACK STEEL PIPE SHALL BE JOINED BY MECHANICAL COUPLINGS, IR T ELECTRICAL HALL BE REROUTED AT N ADDITIONAL C CUMS ANCES. ANY PIPING RUN OVER EL CT S O O COST. THREADED OR WELDED FITTINGS; SCHEDULE 10 BLACK STEEL PIPE SHALL BE JOINED BY ROLLED GROOVE COUPLINGS OR WELDED FITTINGS ONLY. WELDED BRANCH CONNECTIONS WHICH ARE AT LEAST 2 NOMINAL PIPE SIZES SMALLER THAN THE MAINS ARE PERMITTED. ,� FLORIDA HEALTHCARE PRO�IECT`S STAGE III CHAPTER 1" 5-3 NOTES ° 18. SPRINKLERS IN EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200 F SPRINKLERS ■ PER NFPA 13. THREADED FITTINGS ARE ACCEPTABLE ONLY FOR PIPING 2 INCHES AND SMALLER. THE WATER -BASED FIRE PROTECTION SYSTEM HAS BEEN DESIGNED IN COMPLIANCE WITH a. THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE 19. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE 2.4 HANGERS: ALL HANGER SPACING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-13. NFPA 13-2010, FLORIDA ADMINISTRATIVE CODE 61G15-32, AND THE STATE OF FLORIDA AGENCY PROTECTION SYSTEM IS SHOWN ON THE FIRE PROTECTION SITE PLAN. INSULATED AND PROVIDED WITH AN ALUMINUM JACKET. FOR HEALTHCARE ADMINISTRATION (AHCA) AS FOLLOWS: 2.5 SPRINKLER HEAD LOCATION: INSTALL SPRINKLER HEADS IN THE CENTER OF THE CEILING TILES b. THE FIRE PROTECTION DESIGN, CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING 20. PROVIDE A TEMPORARY STANDPIPE SYSTEM WITH FIRE DEPARTMENT CONNECTIONS DURING FOR SUSPENDED CEILING APPLICATIONS. 1. THESE DRAWINGS REPRESENT A COMPLETE SPRINKLER DESIGN AS REQUIRED FOR REVIEW BY OF THE FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2013 EDITION; THE CONSTRUCTION. AHCA FOR STAGE III CONSTRUCTION DOCUMENTS, IN CONJUNCTION WITH ASSOCIATED FLORIDA BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 6TH EDITION AND ALL 2.6 SPRINKLER CAGE GUARD: PROVIDE HEAD GUARDS ON ALL HEADS IN ELECTRICAL ROOMS AND HYDRAULIC CALCULATIONS AND A LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC, AND LOCAL CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION. ON ALL HEADS LESS THAN T-0" ABOVE FINISHED FLOOR. ARE THE COMPLETE ENGINEERING DOCUMENTS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.003 AND-32.004. c, AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE LRpRMIILE,"C',RONTITICN COMIERATItN 2.7 GAUGES: PROVIDE GAUGES AND GAUGE VALVES AS REQUIRED BY NFPA 13. GAUGE LOCATED ON THE CONTRACT DOCUMENTS. SCALE SHALL BE 0-300 PSI UNLESS OTHERWISE INDICATED. 2. SUPPLEMENTAL INFORMATION HAS ALSO BEEN PROVIDED HEREIN TO ASSIST AHCA AND OTHER AUTHORITIES HAVING JURISDICTION (AHJ) IN UNDERSTANDING THE OWNER'S INTENDED d. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE FIRE PROTECTION SYSTEM THE EXISTING FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE DURING THE CONSTRUCTION 2.8 ACCESS PANELS: PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NOW USE AND PROPOSED PROTECTION OF THE BUILDING PURSUANT TO FLORIDA ADMINISTRATIVE LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS. FIRE PROTECTION SYSTEM LAYOUT AND INSTALLATION OF THE NEW FIRE SPRINKLER SYSTEM. ONCE THE NEW SYSTEM IS ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. CODE 61G15-32.003 (8) AND AS OUTLINED IN NFPA 13 - 23.1 AS PRELIMINARY PLANS TO PROVIDE DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE INSTALLED, CONNECTED TO THE WATER SOURCE, IS TESTED AND ACCEPTED BY THE AHJ THE A CLEAR REPRESENTATION OF THE HAZARD TO BE PROTECTED, THE SYSTEM DESIGN ARCHITECT/ENGINEER AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING. EXISTING SYSTEM CAN BE DEMOLISHED. THE BUILDING SHALL NOT BE WITH OUT FIRE 2.9 HYDROSTATIC TESTS: ABOVE GROUND AND BELOW GROUND PIPING SYSTEMS SHALL BE CONCEPT, THE PROPOSED WATER SUPPLY CONFIGURATION, AND BUILDING CONSTRUCTION SPRINKLER PROTECTION AT ANY TIME DURING CONSTRUCTION EXCEPT FOR THE TIME OF HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI PRESSURE, OR AT 50 PSI IN EXCESS OF INFORMATION PERTINENT TO THE SYSTEM LAYOUT AND DETAILING. e. SEE SITE PLAN FOR THE CHARACTERISTICS WATER SUPPLY PIPING. CONNECTING THE NEW SYSTEM AND DISCONNECTING THE EXISTING SYSTEM. PROVIDE 72 THE MAXIMUM PRESSURE, WHICHEVER IS GREATER, FOR A PERIOD OF 2 HOURS. THE TEST HOUR NOTICE TO THE OWNER PRIOR TO SYSTEM SHUT DOWNS. COORDINATION WITH THE PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE 3. IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.004 (4), INSOFAR AS f. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE A HYDRANT FLOW TEST AND PERFORM OWNER PRIOR TO SHUT DOWN OF THE EXISTING FIRE SPRINKLER SYSTEM IS REQUIRED TO INDIVIDUAL SYSTEM OR PORTION OF THE SYSTEM BEING TESTED. THE SPRINKLER PIPING ADDITIONAL INFORMATION IS SHOWN IN THESE ENGINEERING DOCUMENTS THAN IS REQUIRED, HYDRAULIC CALCULATIONS FOR PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT IMPLEMENT OTHER MEANS OF FIRE SAFETY FOR THE BUILDING. SHALL NOT HAVE LEAKAGE EXCEEDING THE AMOUNTS SPECIFIED IN NFPA 24. LEAKAGE TLC IS RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH DOCUMENTS (WORKING PLANS), QUANTITIES SHALL BE DETERMINED BY PUMPING AT THE SPECIFIED TEST PRESSURE FROM A APPLICABLE CODES, STANDARDS AND SOUND ENGINEERING PRINCIPLES. TEMPORARY FIRE PROTECTION: CALIBRATED CONTAINER. REPAIR LEAKING JOINTS AND RETEST AS NECESSARY UNTIL ALL g. ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION SYSTEMS HAVE BEEN TESTED. TEST THE PIPING BETWEEN THE CHECK VALVE IN THE FIRE 4. SHOP DRAWINGS SHALL BE DEVELOPED AND SUBMITTED BY THE FIRE PROTECTION SUB- THE ALARM CIRCUIT. ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR DEPARTMENT INLET PIPE AND THE OUTSIDE CONNECTION THE SAME AS THE BALANCE OF THE CONTRACTOR AS FOLLOWS: ALL PHASES. SYSTEM. A. THE FIRE PROTECTION INSTALLING SUBCONTRACTOR, IN ACCORDANCE WITH THE FIRE h. THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF PROTECTION SPECIFICATION SECTIONS, MUST PROVIDE LAYOUT DOCUMENTS OR MICROBIAL INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY 3.00 - FIRE PROTECTION VALVES AND ACCESSORIES WORKING PLANS (SHOP DRAWINGS) IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE THE ARCHITECT/ENGINEER OF ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER 61G15-32.002 AND NFPA 13 CHAPTER 23 FOR TLC REVIEW. TREATMENT AS NEEDED TO REDUCE OR ELIMINATE MIC. T. T ,� . FIRE PR 1 E 1 M N DIIN NO 3.1 QUICK -RESPONSE UPRIGHT SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH UPRIGHT DEFLECTORS FOR INSTALLATION ABOVE THE BRANCH LINE WITH BRASS FINISH - B. TLC WILL REVIEW THE SHOP DRAWINGS FOR ACCURACY, DESIGN INTENT AND COMPLIANCE 1. ALL METERING AND BACK FLOW PREVENTION DEVICES SHALL MEET WITH ALL WATER CENTRAL GB-QR OR VIKING MICROFAST MODEL M. WITH THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE 61 G15 AND NFPA 13. PURVEYORS REQUIREMENTS. SHEET DESCRIPTION ISSUED 3.2 QUICK RESPONSE SEMI -RECESSED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED C. IF THE LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATIONS (ANY DEVIATION FROM THE j. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE FP103 NEW CONSTRUCTION PLAN - FIRE PROTECTION Yes WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE WITH CHROME- DESIGN PARAMETERS ESTABLISHED AND DOCUMENTED IN THESE PLANS), THE FIRE PROTECTION USE. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE THE U.L. FP001 GENERAL FIRE PROTECTION INFORMATION Yes PLATED FINISH - RELIABLE G5-56 OR VIKING MICROFAST MODEL M WITH MODEL F-1 PROTECTION SUBCONTRACTOR SHALL REIMBURSE TLC ENGINEERING FOR ALL LISTED AND FM APPROVED. ESCUTCHEON. ENGINEERING FEES REQUIRED TO REVISE THE ENGINEERING DOCUMENTS AND FOR RESUBMISSION TO AHCA AND OTHER AHJ'S. 3.3 QUICK -RESPONSE CONCEALED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE WITH WHITE FINISH - D. A COPY OF THE APPROVED SHOP DRAWINGS AND ENGINEERING DOCUMENTS SHALL BE RELIABLE G5-56 OR VIKING MICROFAST MODEL M. PROVIDED FOR AHJ REVIEW AS REQUIRED FOR PERMITS. 3.4 SPRINKLER CAGE GUARD: PROVIDE SPRINKLER HEAD OPEN -WIRE CAGE GUARD TO PROTECT HEADS FROM INJURY. CAGE WIRE SHALL BE CADMIUM -PLATED STEEL - TYCO SPRINKLER GUARD A-1 OR VIKING MODEL A-1 SPRINKLER GUARD. 3.5 BUTTERFLY TYPE ISOLATION, 2-1/2 INCH AND LARGER: ISOLATION VALVES 2-1/2 INCH AND LARGER SHALL BE CAST IRON BODY BUTTERFLY VALVES WITH THE VALVE SIZE, PRESSURE FIREPRINILR LEGEND RATING, MANUFACTURER AND "UL" AND "FM" CAST INTO THE BODY. VALVE SHALL HAVE BRONZE OR CAST IRON DISC, NEOPRENE DISC LINER, CAST IRON HANDWHEEL WITH DISC POSITION INDICATOR, INTEGRAL TAMPER SWITCH 175 PSIG CWP WORKING PRESSURE 350 PSIG CWP TEST PRESSURE, AND FLANGED OR GROOVED CONNECTIONS - GRINNELL 8000 FP OR ,SYMBOL ORIFICE TEMP RESPONSE K-FACTOR FINISH MODEL STYLE PLATE MFG EQUAL. • 1/2" 155° F QUICK 5.6 WHITE GB-56 CONCEALED WHITE RELIABLE 3.6 ISOLATION VALVE TAMPER SWITCH: PROVIDE AN ELECTRONIC SUPERVISORY OR TAMPER 0 3/4" 165' F QUICK 11.2 BRASS G4 XLO QREC CONCEALED EXT COVERAGE WHITE RELIABLE SWITCH ON EACH ISOLATION VALVE IN THE SPRINKLER SYSTEM. UNIT SHALL HAVE A RED C) 1/2" 155° F -- - -- EXISTING PENDENT -- EXISTING TAMPER -PROOF COVER WHICH WILL ACTIVATE AN ALARM OR TROUBLE SIGNAL WHEN F; 1/2" 155° F - -- -- EXISTING UPRIGHT -- EXISTING ADJUSTED. PROVIDE UNIT WITH SINGLE -POLE, NORMALLY CLOSED MICROSWITCH, MOUNTING BRACKET, AND NON-RESETTABLE LOCK WITH REMOVABLE RESET KEY - SIMPLEX 2097-9035. 3.7 FLOW SWITCH: PROVIDE AN ELECTRIC FLOW SWITCH WHERE INDICATED OR REQUIRED. FLOW SHALL BE SENSED BY AN IMMERSION PADDLE, WITH AN ADJUSTABLE RETARD SETTING FROM 0 TO 70 SECONDS TO MINIMIZE FALSE ALARMS. FLOW SWITCH SHALL HAVE 2 SEPARATE SINGLE POLE, DOUBLE THROW MICROSWITCHES TO ACTIVATE A FLOW ALARM, OR TO INDICATE A TROUBLE SIGNAL IF THE FLOW SWITCH HOUSING IS TAMPERED. FLOW ALARM SHALL BE AUTOMATICALLY RESETTING. PROVIDE CLAMP -ON HOUSING TO SECURE UNIT TO PIPE, OR THREADED CONNECTION FOR TEE FITTING - POTTER ELECTRIC SIGNAL CO. VSR-S. 3.8 INSPECTOR'S TEST AND DRAIN: TEST AND DRAIN SHALL BE PROVIDED WITH INTEGRAL SIGHT GLASS, INTEGRAL 1/2 INCH TEST ORIFICE AND POSITIVE POSITIONING OF HANDLE FOR OFF, TEST AND DRAIN OPERATIONS - G/J INNOVATIONS, INC "SURE -TEST" OR AGF MANUFACTURING, INC. "TESTDRAIN". RS&H 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 " IB26000956 5620 * LCC000210 " GB238 TLC ENGINEERING ,, SOLUTIONS ®Copyright 2019 256 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 WNW.0 engineers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 `���r��ir�rrrrri .V ........EEfly Q`� -* •- -.0 16, '�. 16, 0.2 T. : No 71576 � r STATE OF • • �41 P' •• .` ���'�.• O R �•• • ��ti ,,' LU G rr N AL ����%. Srrriinr, H Z LU l � v a 6 sd REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: ALJ DRAWN BY: JLL DESIGNED BY: AL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: GENERAL FIRE PROTECTION INFORMATION SHEET ID: BLDG. ID FP001 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright O 20% This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' 7 C M. F 1" 4 1" I 1 1" 90" ELL 1" NIP 1.90. BRANCH LINE 1x1Q REDUCER 1" DR CEILING 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 PENDENT POSITION. A MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND ALL ARM-OVERS OVER 12". RETURN BEND / SWING JOINT No Scale TOP BEAM CLAMP (UL LISTED OR FM APPROVED) "ASTENER OR F,M, APPROVED) ALL THREAD ROD PIPE HANGER RING (U.L. LISTED OR F.M. APPROVED) 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 PENDENT POSITION. A MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND ALL ARM-OVERS OVER 12". HANGER - CONCRETE / STEEL No Scale 2 BRANCH LINE 1" 90" ELL REDUCER CEILING N 3 NEW CONSTUCTION PLAN - FIRE PROTECTION SCALE: 1/4" =1'-0" 4 Q FIRE PROTECTION KEYNOTES 1 EXISTING STANDPIPE WITH 2-1/2" FDV. 2 EXISTING SPRINKLER CONTROL VALVE WITH TAMPER AND FLOW SWITCH. 3 EXISTING CONTROL VALVE WITH TAMPER SWITCH. 4 REMOVE EXISTING SPRINKLER AND ARM -OVER TO NEW SPRINKLER(S) LOCATION. 5 REMOVE EXISTING SPRINKLER AND PLUG OUTLET. 6 EXISTING SPRINKLER TO REMAIN IN THIS AREA. 5 FIRE PROTECTION NOTE: THE EXISTING FIRE PROTECTION SYSTEM SHALL BE MODIFIED TO ACCOMMODATE THE NEW CEILING AND WALL CONFIGURATIONS. COORDINATE THE EXISTING SPRINKLER SYSTEM WITH THE NEW CEILING HEIGHTS AND THE NEW MECHANICAL EQUIPMENT. KEY PLAN - LEVEL 2 & T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893.5800 Fax 407-264-6624 www.rsandh.com FL Cent. Nos. AAC001886 * IB26000958 5620 * LCC000210 * GB238 L ENGINEERING A 1 SOLUTION 04ydght 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 ,tic-anginears.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 % LEE +Jpy No 71576 � r r + ' STATE OF ' UJ ` I!r'p''C Ft ;J P'LU z UJI c� d REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: AU DRAWN BY: JLL DESIGNED BY: JLL PROJECT NUMBER: 50"253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - FIRE PROTECTION SHEET ID: BLDG. ID FP1 03 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1" 1 1/2" SCALE D 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16, 2 3 4 E Col C B A L" ', t M� u�► N T N,OTt SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. CA - COMPRESSED AIR - - = - =AV= - - — - ACID VENT AFF -ABOVE FINISH FLOOR 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. AW -ACID WASTE AVT_— - ACID WASTE AV - ACID VENT 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW — — _ —AW_- - - — - BELOW GROUND ACID WASTE CO2 - CARBON DIOXIDE SURVEYS, AS -BUILT RECORDS AND FIELD INVESTIGATIONS, UNFORSEEN CONDITIONS — — — CO2 - CARBON DIOXIDE CB CD - CATCH BASIN - CONDENSATE DRAIN PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON CFH - CUBIC FEET PER HOUR DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS CA—___—_—_ - COMPRESSED AIR CO -CLEANOUT DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. CD - ABOVE GROUND CONDENSATE DRAIN CONT - CONTINUATION 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH _ - - - -CD— - = — -BELOW GROUND CONDENSATE DRAIN CW DI - DOMESTIC COLD WATER - DEIONIZED WATER ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW DA - DENTAL AIR DN - DOWN WORK. DI - DEIONIZED WATER DS DWG - DOWNSPOUT - DRAWING 5. NOTIFY OWNER AT LEAST 72 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. DV -DENTAL VACUUM EXIST -EXISTING SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. OF - DEGREE FAHRENHEIT SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR DOMESTIC COLD WATER WORKING HOURS. FCO - FLOOR CLEANOUT DOMESTIC HOT WATER FD - FLOOR DRAIN FOF -FUEL OIL FILL 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS DOMESTIC HOT WATER RETURN FOG - FUEL OIL GAGE NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY FOF - FUEL OIL FILL FOR - FUEL OIL RETURN ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO FO FUEL OIL GAGE FOS - FUEL OIL SUPPLY MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL FOV - FUEL OIL VENT INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID FOR - FUEL OIL RETURN FS - FLOOR SINK INTERFERENCES. FOS - FUEL OIL SUPPLY G -GAS 7. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. GPH - GALLONS PER HOUR �FOV-" - - - -FUEL OIL VENT GPM - GALLONS PER MINUTE G -GAS GR - KITCHEN WASTE (GREASE) 8. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL HB - HOSE BIBB ROOMS OR AS SPECIFICALLY NOTED. GR - KITCHEN WASTE (GREASE) HD - HUB DRAIN MA - MEDICAL COMPRESSED AIR HW - DOMESTIC HOT WATER 9- PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WAILS OR ABOVE NOW HWR - DOMESTIC HOT WATER RETICULATING ACCESSIBLE CEILINGS. MV - MEDICAL VACUUM IE - INVERT ELEVATION NI -NITROGEN IW -INDIRECT WASTE 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND KW KW -KILOWATT FLOORS WITH U/L LISTED ASSEMBLIES, FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR N20 - NITROUS OXIDE LBSOX - POUNDS EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS -OXYGEN MA - MEDICAL AIR FOR FINAL FINISHES. S - ABOVE GROUND SANITARY MV MH - MEDICAL VACUUM -MANHOLE 11, FLASH AND COUNTER -FLASH ROOF PENETRATIONS. SEE ARCHITECTURAL DRAWINGS -S- - - = w -BELOW GROUND SANITARY NI - NITROGEN FOR DETAILS. _ - - - - - - - - - SANITARY VENT N20 - NITROUS OXIDE 12. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS NC - NORMALLY CLOSED WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. ST - ABOVE GROUND STORM NIC - NOT IN CONTRACT - - - - =ST= - - - - BELOW GROUND STORM NO - NORMALLY OPEN 13. PROVIDE FOUNDATION PAD PENETRATION SLEEVES, ALLOW 1" MINIMUM CLEARANCE STO - OVERFLOW STORM DRAIN NP NTS - NON -POTABLE WATER - NOT TO SCALE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. - - -STO- - - - - BELOW GROUND OVERFLOW STORM OD OX - OUTSIDE DIAMETER -OXYGEN 14. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. = SV=_ - SOFT COLD WATER PRV - PRESSURE REDUCING VALVE 15. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. Mom- -WATER METER PSI - POUNDS PER SQUARE INCH PVC - POLYVINYL CHLORIDE PIPE 16. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, '�-- — — - HOSE BIBB OR WALL HYDRANT RD - ROOF DRAIN DEVICES, APPLIANCES AND APPARATUS. RPBP - REDUCED PRESSURE BACKFLOW PREVENTE COI — - CLEAN OUT PLUG S - SANITARY SF - SQUARE FEET 17. ALL EXPOSED PIPE: AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. CO (i— - WALL CLEANOUT SH - SHEET 18. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE, UNLESS OTHERWISE NOTED. Coll - WALL CLEANOUT ST - STORM Co � - FLOOR CLEAN OUT STO SW - OVERFLOW STORM DRAIN - SOFT COLD WATER 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL V -VENT CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. FD 913FD OC - FLOOR DRAIN VC -VACUUM CLEANING (0")- ROOF DRAIN VTR -VENT THRU ROOF 20. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET WCO -WALL CLEANOUT FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. FS M - FLOOR SINK WTR - WATER 21. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, -SHUT-OFF VALVE IN VALVE BOX ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE- DS ' CO DE - SHUTOFF VALVE ROUTED AT NO ADDITIONAL COST. BALL VALVE' 22. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER -w-- -CALIBRATED BALANCING VALVE DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE • FLORIDA BUILDING CODE 6TH EDITION - 2017 EDITION FIXTURE. - CHECK VALVE (SWING) NFPA #99, HEALTHCARE FACILITIES CODE - 2015 PRESSURE REDUCING VALVE EDITION. 23. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL • GUIDELINES FOR DESIGN AND CONSTRUCTION. CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, SOLENOID OPERATED VALVE FLORIDA HEALTHCARE FACILITIES - 2014 EDITION. TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY — - REDUCED PRESSURE BACKFLOW PREVENTER ALL LOCAL CODES - LATEST EDITION. THIS CONTRACTOR OR FURNISHED BY OTHERS. - RELIEF OR SAFETY VALVE 24. PROVIDE CERTIFIED COPY OF MEDICAL GAS TEST REPORT AT FINAL A.H.C.A. INSPECTION. ---- DFI — — - GAS COCK �,u "" ---- - GAS PRESSURE REGULATOR.' E C - SHUTOFF VALVE ON RISER SHEET DESCRIPTION ISSUED r-C - GAS COCK ON RISER Pool GENERAL PLUMBING INFORMATION Yes �r--- - CONNECTION, TOP P100 DEMOLITION PLAN - PLUMBING Yes P101 DEMOLITION PLAN - MEDICAL GAS Yes `r - CONNECTION, BOTTOM P102 NEW CONSTRUCTION PLAN - GRAVITY Yes P103 NEW CONSTRUCTION PLAN - GRAVITY ALT. Yes C - ELBOW, TURNED DOWN - ELBOW, TURNED UP P104 NEW CONSTRUCTION PLAN - PRESSURE Yes P105 NEW CONSTRUCTION PLAN - PRESSURE ALT. Yes - TEE, TURNED UP P106 NEW CONSTRUCTION PLAN - MEDICAL GAS Yes - TEE, TURNED DOWN P107 NEW CONSTRUCTION PLAN - MEDICAL GAS ALT. Yes P201 PLUMBING DETAILS Yes C -CAP P202 PLUMBING DETAILS Yes - DIRECTION OF FLOW P301 PLUMBING RISER DIAGRAMS Yes om AP XX - ALARM PANEL MAP-XX - MASTER ALARM PANEL l MGO-XX - MEDICAL GAS OUTLET CIXIXI1tx MGV-XX - MEDICAL GAS VALVE BOX -----.- - CONNECT TO EXISTING Q--a.- - DEMOLISH TO POINT INDICATED Q- REVISION REFERENCE 1 - DETAIL REFERENCE: TOP -DETAIL#, P2.01 BOTTOM -DRAWING# SHOWN ON NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT I Ste- -I SINK SINGLE COMPARTMENT SELF RIMMING SINK CONSTRUCTED OF TYPE 30218-8 STAINLESS STEEL, 22" 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 3-HOLE FAUCET INSTALLATION ON 4-INCH CENTERS. 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. 3/8 INCH I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 112" CHROME PLATED COPPER EXTENSION TUBE WITH SWEAT CONNECTION. CHROME PLATED 17 GAUGE 1-1/2 X 1-1/2 P-TRAP WITH CLEANOUT. BASIS OF DESIGN SINK - ELKAY 1_11-22191K-99 FAUCET - CHICAGO-786-E29VP SUPPLIES - MCGUIRE - H17OLK TRAP - MCGUIRE - 8912 F CO I CLEANOUTS GENERAL(ALL FLOOR CLEANOUTS): DURO-COATED CAST IRON CLEANOUT WITH MEMBRANE FLANGE WITH CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. CLEANOUT CAN BE ADJUSTED TO FINISH FLOOR LEVEL AFTER CONCRETE HAS SET, FLOOR: HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP CARPETED FLOOR: HEAVY DUTY ROUND NICKEL BRONZE TOP RECESSED FOR CARPET. TILE FLOOR: HEAVY DUTY ROUND NICKEL BRONZE TOP RECESSED FOR TILE. EXTERIOR: HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP, PROVIDE WITH 18" X 4" THICK CONCRETE COLLAR, SEE DETAIL. WALL: CAST IRON CLEANOUT TEE, CADMIUM PLATED CAST IRON COUNTERSUNK PLUG, SMOOTH SQUARE NICKEL BRONZE WALL ACCESS COVER AND FRAME. PLUG: DURA-COATED CAST IRON FERRULE AND CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. BASIS OF DESIGN FLOOR - ZURN - ZN-1405 CARPETED FLOOR - ZURN - ZN-1405-4 TILE FLOOR - ZURN - ZN-1405-4 EXTERIOR FLOOR - ZURN - ZN-1406 WALL - ZURN-1445-4 PLUG - ZURN - Z-1440 SURGEONS SCRUB SINK KNEE ACTIVATED DOUBLE COMPARTMENT WALL HUNG SRUB SINK. STAINLESS STEEL CONSTRUCTION WITH WELDED COMPARTMENTS AND COVED CORNERS, HANDS -FREE WATER CONTROL, KNEE ACTIVATED PANEL TURNS WATER ON AND OFF, STANDARD ROSE SPRAY FAUCET PRODUCING A SHOWERHEAD TYPE PATTERN WITHOUT AERATING THE WATER 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 CONNECTION. CHROME PLATED CAST BRASS GRID STRAINER & 1.1/4" O.D, TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4" X 1-1/2" P-TRAP WITH CLEANOUT PLUG, FULLY ADJUSTABLE FLOOR MOUNTED SCRUB SINK CARRIER ADJUSTED TO A HEIGHT AS RECOMMENDED BY SCRUB SINK MANUFACTURER, BASIS OF DESIGN SURGEONS SINK - AMSCO FLEXMATIC SCRUB SINK (2-STATION) STRAINER/TRAP - MCGUIRE-155A18902 SUPPLY - MCGUIRE - H170LK CARRIER - ZURN ZR-1224-75-1 AP-11 ALARM PANEL & MASTER ALARM PANEL I MP-1 I THE AREA ALARM PANEL SHALL BE AN AUDIO VISUAL, MICROPROCESSOR CONTROLLED, CLOSED CIRCUIT, SELF MONITORING TYPE. THE ALARM SHALL BE DESIGNED TO MONITOR THE PRESSURE IN OXYGEN, NITROUS OXIDE, AIR, NITROGEN, AND VACUUM PIPING SYSTEMS. THE ALARM SHALL BE 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 ASSEMBLY. ALL GAS AND ELECTRIC CONNECTIONS BETWEEN THE ROUGHING -IN AND FINISHING ASSEMBLIES SHALL BE PLUGIN THE ROUGHING -IN BOX SHALL BE FABRICATED OF ALUMINUM AND CONTAIN FACTORY ASSEMBLED 8-INCH LONG, 1/4-INCH NOMINAL I.D. TYPE K COPPER INLET TUBE EXTENSIONS FOR EACH GAS SERVICE; A POWER SUPPLY BOARD; A 120114 V,60 HERTZ, 25 W TRANSFORMER FOR CONNECTION TO THE EMERGENCY ELECTRICAL SYSTEM; AND A PROTECTIVE PLASTIC SHIELD, ALL LOW VOLTAGE CIRCUITRY SHALL BE 14 V OR LESS, AND SHALL BE PREWIRED.`** ALARM PANEL TO BE MODULAR IN DESIGN WITH EACH GAS/VACUUM MONITORED TO HAVE A LCD (LIQUID CRYSTAL DISPLAY) TO CONTINUOUSLY INDICATE PRESSURE FROM EACH PRESSUREIVACUUM SWITCH (SENSOR) MOUNTED IN LOCATIONS INDICATED ON PLANS. WIRING FOR SIGNAL BETWEEN SWITCHES AND ALARM PANEL BY ELECTRICAL TRADE, COORDINATE LOCATION AS REQUIRED. ALARM PANEL TO HAVE A 90 DBA AUDIBLE WARNING DEVICE, AND AN INTEGRATED CIRCUIT BOARD 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 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, 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 SHOULD THE LINE PRESSURE VARY 20% +A 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. THE MICROPROCESSOR SHALL BE PROGRAMMED TO PROVIDE CONTINUOUS SELF ANALYSIS OF THE INTEGRATED CIRCUIT COMPONENTS. SHOULD A FAILURE OCCUR, AN INTERMITTENT "CHIRP" WARNING SIGNAL SHALL ACTIVATE. THE ALARM PANEL SHALL BE EQUIPPED WITH A RELAY HAVING SELECTABLE NONC DRY CONTACTS FOR EACH ABNORMAL SIGNAL TO ENABLE WARNING SIGNALS TO BE MONITORED AT REMOTE LOCATIONS. CONTACTS SHALL BE RATED AT 250 MA 0 24 VOLTS AC OR DC. CONNECTIONS SHALL BE MADE BY A PLUG-IN TERMINAL BLOCK TO THE CIRCUIT BOARD. BASIS OF DESIGN BEACON MEDAES 3-MODULES AREA ALARM PANEL - A2AL - E - VOA 5-MODULES AREA ALARM PANEL - A2AL - E - VOAN2 30 FUNCTION MASTER ALARM PANEL - A2MISO - E - 30 I-119-TI FLOOR SINK 12" X 12" X 6" DEEP, CAST IRON BODY WITH WHITE ACID RESISTING PORCELAIN ENAMEL INTERIOR, ALUMINUM ANTI -SPLASH INTERIOR BOTTOM DOME STRAINER AND NICKEL BRONZE TOP. BASIS OF DESIGN ZURN - Z-1900-T 13`A�-I SHOCK ARRESTER PISTON OPERATED, TYPE "K" COPPER BARREL WITH BRASS THREADED ADAPTOR. ALL JOINTS SHALL BE MADE WITH 95-5 LEAD FREE SOLDER. THE PISTON SHALL BE EQUIPPED WITH TWO (2) "0" RINGS TO PROVIDE A PERMANENT MECHANICAL BARRIER BETWEEN FLUID AND PRE -LOAD AIR CHARGE. ARRESTORS MAY BE INSTALLED IN VERTICAL AND HORIZONTAL POSITION. THE ARRESTOR SHALL BE FULLY GUARANTEED FOR ENTIRE SYSTEM LIFE. NOTE: SHOCK ARRESTORS SHALL BE PROVIDED AT ALL FIXTURES AND BATTERIES OF FIXTURES WHETHER OR NOT THEY ARE SHOWN ON THE DRAWINGS. BASIS OF DESIGN PRECISION PLUMBING PRODUCTS - SC SERIES 11�I AUTOMATIC TRAP PRIMER VALVE MACHINED OF CORROSION RESISTANT BRASS SHALL NOT CONTAIN SPRINGS OR DIAPHRAMS, "0" RING SEALS TESTED FOR RELIABILITY BETWEEN 40 TO 4500 F. INLET OPENING SHALL BE 112-INCH MALE NPT, OUTLET SHALL BE 1/2-INCH FEMALE NPT. TRAP PRIMER OPERATES VIA LINE PRESSURE DROP AND DOES NOT NEED TO BE PLACED NEAR A FIXTURE. BASIS OF DESIGN PRECISION PLUMBING PRODUCTS I140V-11 MEDICAL_ GAS VALVE BOX THE VALVE BOX SHALL BE CONSTRUCTED OF EXTRUDED ALUMINUM WITH A 112" PLASTER FLANGE ON ALL FOUR SIDES. A TEMPORARY PLASTER GUARD SHALL PREVENT DEBRIS FROM ENTERING THE BOX DURING INSTALLATION. A LABEL HOLDER AND LABEL FOR IDENTIFYING THE GAS AND AREA THE VALVE CONTROLS SHALL BE PROVIDED FOR THE CONTRACTOR TO INSTALL. THE FINISH FRAME SHALL BE CONSTRUCTED OF EXTRUDED, ETCHED, AND ANODIZED ALUMINUM. CONCEALED MOUNTING SCREWS SHALL SECURE THE FINISH FRAME TO THE VALVE BOX. THE TINTED, TRANSPARENT WINDOW SHALL BE EASILY REMOVED OR REPLACED WITHOUT THE AIDS OF TOOLS. THE BALL TYPE VALVE SHALL HAVE A CAST BRONZE BODY WITH A BRASS OR BRONZE BALL. THE BOLTED UNION SHALL ALLOW THE VALVE TO SWING OUT FOR EASY SERVICE OR INSTALLATION. THE VALVE IS DESIGNED FOR A WORKING PRESSURE OF 400 P.S.L. THE VINYL -COATED HANDLE SHALL ONLY REQUIRE ONE QUARTER OF A TURN TO COMPLETELY OPEN OR CLOSE THE VALVE. THE VALVE WITH TUBING EXTENSIONS SHALL BE FACTORY BRAZED, PRESSURE TESTED, CLEANED FOR OXYGEN SERVICE AND CAPPED. A LABEL SHALL BE AFFIXED TO EACH VALVE AND BOTH TUBE EXTENSIONS IDENTIFYING THE GAS BY NAME AND COLOR. A 1-1/2-INCH DIAMETER LINE PRESSURE MONITORING GAUGE SHALL BE SUPPLIED FOR INSTALLATION DOWNSTREAM OF THE SHUT-OFF VALVE. PRESSURENACUUM GAUGE(S) TO BE PROVIDED FOR EACH GAS: 0, A, & N20 (0-100 PSIG FOR 0, A & N20), N (0-300 PSIG FOR N) AND VAC (0-30 INCHES HG) SEE PLAN FOR VALVE SIZES REQUIRED. BASIS OF DESIGN BEACON MEDAES SERIES IMGO-11 MEDICAL_ GAS WALL OUTLET THE QUICK CONNECT RECESSED OUTLETS SHALL BE SUITABLE FOR THE SERVICES LISTED BELOW. OUTLETS SHALL CONSIST OF A ROUGHING IN ASSEMBLY AND A FINISHED ASSEMBLY. THE ROUGHING IN ASSEMBLY SHALL CONSIST OF A DIE-CAST BACK PLATE WITH MOUNTING FLANGES ON ALL FOUR SIDES, A RAISED PLASTER STRIKE, AND A NON - REMOVABLE POSITIVE PIN -KEYING ARRANGEMENT FOR EACH SPECIFIC GAS SERVICE. IDENTIFICATION OF EACH GAS SERVICE SHALL BE PERMANENTLY CAST INTO THE BACK PLATE AND CAN BE READ THROUGH A TRANSPARENT PLASTIC PLASTER GUARD. MOUNTED TO THE BACK PLATE IS A FULLY ASSEMBLED BRASS SECONDARY CHECK THAT IS COMPLETELY SERVICEABLE FROM THE FRONT. THE CHECK PREVENTS A GAS FLOW WHEN THE FINISHING ASSEMBLY IS REMOVED FOR MAINTENANCE OR SERVICE. THE SECONDARY CHECK VALVE INCLUDES TINCHES OF 3/8-INCH O.D. TYPE K COPPER INLET TUBE WITH A LABEL IDENTIFYING THE 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 PLATED COVER PLATE, A MACHINED BRASS HOUSING FOR THE PRIMARY CHECK VALVE, THE SECONDARY CHECK VALVE, AND POSITIVE PIN -KEYING DEVICES TO PREVENT ACCIDENTAL INSTALLATION INTO A ROUGHING -IN ASSEMBLY OF A DISSIMILAR GAS. THE FINISHING ASSEMBLY SHALL INCORPORATE A DOUBLE SEAL WHICH AUTOMATICALLY ENGAGES WHEN A HOSE ADAPTER OR PATIENT TREATMENT DEVICE IS REMOVED FROM THE OUTLET, THE FINISHING ASSEMBLY SHALL BE DESIGNED IN ACCORDANCE WITH CGA V-5 STANDARD FOR DIAMETER INDEX SAFETY SYSTEM. THE EXPOSED PORTION OF QUICK CONNECT OUTLET CONNECTION SHALL BE POLISHED CHROME PLATE. GAS SERVICE COMPLETE ASSEMBLY BASIS OF DESIGN BEACON MEDAES (CHEMETRON COMPATIBLE) OXYGEN - O-CHWAL-U-OXY - 0-CHWAL-U-AIR VACUUM - 0-CHWAL-U-VAC VACUUM SLIDE - O-WALSLIDE NITROUS OXIDE - 0-CHWAL-U-N20 NITROGEN - O-DISWAL-E-NIT 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26MO956 5620 * LCC000210 * GB238 ENGINEERING TLC S O L U T I O N ®Copyright 2019 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 COA 15 P 407.841.9050 wwy.Oc-engineers.com TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 ``��►�r�rrrrrii .0� LEE ,10& ! . . th • '" G•E•N S �d No 71576 :1 STATE OF 4U dLU �iFs•COR�p. �; o ,ON W J t� v REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/1112019 REVIEWED BY: ALJ DRAWN BY, BJL DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: GENERAL PLUMBING INFORMATION SHEET ID: BLDG. ID PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright @ 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1 /4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 2 4 5 0 IN B A r%/Inrlkl! OIhr A1Al 1/ N DEMOLITION PLAN - PLUMBING SCALE: 1/4" = V-0" PLUMBING KEYNOTES 1 EXISTING 2" VTR TO REMAIN. 2 EXISTING FLOOR CLEAN -OUT TO REMAIN. 3 PIPING CONTINUES, 4 EXISTING V COLD WATER AND 1/2 HOT AND HOT WATER RETURN, VALVE AND CAPPED FOR FUTURE. 5 EXISTING 3" CW, 2-1/2" HW,1-1/4" HWR AND 1-112" SOFT WATER. 6 EXISTING 6" RWL UP. 7 REMOVE EXISTING PLUMBING FIXTURE AND ASSOCIATED PIPING, CAP WASTE PIPING BELOW THE SLAB. CAP VENT PIPING ABOVE THE CEILING OR IN THE WALL. 8 REMOVE EXISTING FLOOR DRAIN CAP PIPING BELOW FLOOR. PATCH FLOOR TO MATCH EXISTING. 9 REMOVE EXISTING SANITARY STUB UP CAP PIPING BELOW FLOOR. PATCH FLOOR TO KEY PLAN - LEVEL 2 �) Q SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264.6624 www.rsandh.com FL Cent. Nos. MC001886 * IB26000956 5620 * LCC000210 * GB238 ,�JTLCI ENGINEERING SOLUTION "Opht 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 WWW.tic-anglneers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 ♦����� �`E E ,JOy Nq No 71576 :•'S� STATE OF ' ..� .• ��S�C�~ d `•��� 0 REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: DEMOLITION PLAN - PLUMBING SHEET ID: BLDG. ID PROJECT STATUS: CONSTRUCTION DOCUMENTS NC w a Copyright 0 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 318" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 118" SCALE 8' 0 4' 8' 16' 2 3 4 5 A 10 A 9 c� W DEMOLITION PLAN - MEDICAL GAS SCALE: 1/4" =1'-0" KEY PLAN - LEVEL. 2 & T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cent. Nos. MC001886 * IB26WO956 5620 * LCC000210 * GB238 ,jjTLC1 ENGINEERING SOLUTION ®Copyright 21t19 255 S. Orange Avenue Suite 1600 COA 15 Odando, FL 32801 www.tic-engineers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 yam„ a''S3 No 71576 it z �:. STATE OF O R 1 •' inn REVISIONS DATE DATE ISSUED: 1211112019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: DEMOLITION PLAN - MEDIGAL GAS SHEET ID: BLDG. ID Pi 01 PROJECT STATUS: CONSTRUCTION DOCUMENTS :9 LU G v tr- J V Q V Copyright m 2019. This drawing is an instrument of service and properly of R5&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 I 3 1 4 1 5 C B V c� M N-EW.-CONSTUCTION PLAN - GRAVITY SCALE: 1l4" =1'-0" KEY PLAN - LEVEL 2 Q T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264.6624 www.rsandh.com FL Cent. Nos. AAC001886 " IB26000956 5620 " LCC000210 " GB238 TLCENGINEERING SOLUTION W4*ydght2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.tic-engineere.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth • ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 ��i��� u u rrrri �'0 LEE JO GEN No 71576 r STATE OF Mlt REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/1112019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - GRAVITY SHEET ID: BLDG. ID P102 PROJECT STATUS: CONSTRUCTION DOCUMENTS S w 0 v Uj a Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 C B N 1 NEW CONSTUCTION �PLAN �-G RAVITY ALTERNATIVE SCALE: 1/4" =1'-0" KEY PLAN - LEVEL 2 �) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.mandh.com FL Cent, Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ULENGINEERING S O L U T I O N 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.U"nginearr,.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 ..%0111 a 11111 j1�i �\ \_EE Joy e,. .�� Q•Q • ' G E lV �tS' ��i No 71576 .r r r 0pSTATE0 eOF*:';— RWv W I 0 v REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - GRAVITY ALT. SHEET ID: BLDG. ID P103 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' FM 1/4" SCALE 4' 0 2' 4' 8' 118" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 I 5 A c B N � NEW CaNSTUCTION PLAN - PRESSURE SCALE: 1/4" =1 "-0" KEY PLAN - LEVEL 2 SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cart. Nos. AAC001886 * 1826000956 5620 * LCC000210 * GB238 ENGINEERING SOLUTION ,Aj�� GCOWght 2019 255 S. Orange Avenue Suite 1600 Orlando, Ft. 32801 COA 15 P 407.841.9050 www.tic-englneers.com TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 •" `� •• NO 71576 w .1. II STATE OF .' W: »rra A- P ,rrd' • U R•I Q.•' ,�� REVISIONS NO. DESCRIPTION DATE DATE ISSUED. 12/11/2019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 ® 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - PRESSURE SHEET ID: BLDG. ID P104 PROJECT STATUS: CONSTRUCTION DOCUMENTS S Q v z W t� Q y Copyright© 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 14' SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 IC C B A N [am�,NEW CONSTUCTION PLAN - PRESSURE ALTERNATIVE SCALE: 1/4" =1'-0" KEY PLAN - LEVEL 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cart. Nos. AAC001886 * 1826000956 5620 " LCC000210 * GB238 TLCIENGINEERING S O LUT I ON ®Copyright 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.tlo-engineers.mm P 407,841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHeallth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 %%011111111/lif, EE JOyti ���i No 71576 ., -0 ►� STATE OF 4y .... UJI ON Aexil or v LU 0 Q V REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 1211112019 REVIEWED BY: ALJ DRAWN BY: BA DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - PRESSURE ALT. SHEET ID: BLDG. ID P105 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright @ 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16, 1 1 2 1 3 1 4 1 5 E E« B A i S Z6 0) n k MEDICAL GAS OUTLETS MARK DESCRIPTION MOUNTING QUANTITY OF OUTLETS NOTES MGEB MEDICAL GAS CEILING 1-NIT, 2- CO2 O EQUIPMENT BOOM 3-VAC W/SLIDES MGAB MEDICAL GAS CEILING 2-OX,1- N20,1-MA 0 ANESTHESIA BOOM 1-WAGD & 2 VAC WISLIDES NCP-1 NITROGEN CONTROL WALL 1-NITROGEN PANEL N MEDICAL GAS VALVE BOXES NEW CONSTUCTION PLAN - MEDICAL GAS 1 SCALE: 1/4" = V-0" MARK DESCRIPTION MOUNTING SERVICE NOTES MEDICAL GAS ZONE MEDICAL VACUUM, MEDICAL MGV 1 VALVE BOX WALL AIR, OXYGEN, NITROGEN U3 & NITROUS OXIDE NOTES: 1O 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. l) SEE PLAN FOR VALVE SIZES REQUIRED, MOUNT ALL VALVE BOXES IN CORRIDORS. UNLESS OTHERWISE INDICATED, SIZES FOR MGV-2 SHALL BE 1"V, 34-0, 3/4"A, 314"N, AND 1/2"N20. KEY PLAN - LEVEL 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. MC001886 * IB26000956 5620 * LCC000210 * GB238 r ,TLC ENGINEERING SOLUTION 04yriiiht2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 WWW,}Ic-englneers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREMATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 .�%%%" EE jJo7Yi��� �� Q��• '' C E IV S ' • S' ��QQ • �,� F . 02 No 71576 3 STATE OF ' 4u +f''s 10 N A.",,,,,,,�� REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 1211112019 REVIEWED BY: AU DRAWN BY: BA DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - MEDICAL GAS SHEET ID: BLDG. ID PROJECT STATUS: CONSTRUCTION DOCUMENTS :9 a f- z W J C.i a c� Copyright @ 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16, 2 1 3 1 4 l 5 A C B A Q d6 P N r N NEW CONSTUCTION PLAN - MEDICAL GAS ALTERNATIVE SCALE: 1/4" = T-0" MEDICAL GAS OUTLETS MARK DESCRIPTION MOUNTING QUANTITY OF OUTLETS NOTES MGEB MEDICAL GAS CEILING I -NIT, 2- CO2 EQUIPMENT BOOM 3-VAC W/SLIDES MGAB MEDICAL GAS CEILING 2-OX,1- N20,1-MA ANESTHESIA BOOM 1-WAGD & 2 VAC W/SLIDES NCP-1 NITROGEN CONTROL WALL 1-NITROGEN PANEL MEDICAL GAS VALVE BOXES MARK DESCRIPTION MOUNTING SERVICE NOTES MEDICAL GAS ZONE MEDICAL VACUUM, MEDICAL MGV-1 VALVE BOX WALL AIR, OXYGEN, NITROGEN G) & NITROUS OXIDE NOTES: \!J FOR ALL WALL MOUNTED MEDICAL VACUUM CUTLETS, PROVIDE EQUAL QUANTITY OF VACUUM SLIDES. Q * = DENOTES OWNER FURNISHED CONTRACTOR INSTALLED EQUIPMENT, MEDICAL GAS OUTLETS PROVIDED WITH EQUIPMENT, FIELD VERIFY EXACT MOUNTING LOCATION BEFORE CONSTRUCTION. @) 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. KEY PLAN - LEVEL 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL God, Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ,&jTLC L ENGINEERING SQLtJTION ®Copyright 2010 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.tic-engineers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 0 \� EE �JON E /uS�.,S0 No 71576 "f]: :cry: STATE OF '.�0�. .• S�UIVA'l, III sit% l' REVISIONS No. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - MEDICAL GAS ALT. SHEET ID: P107 PROJECT STATUS: CONSTRUCTION DOCUMENTS 9 W O v w M U X LA Copyright @ 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 I 2 I 3 I 4 I 5 C B .1 A P. N is d6 0) TRAP PRIMER VALVE (MAXIMUM OF 8 DRAINS) PRECISION PLUMBING PRODUCTS ®� RS&H—._ DISTRIBUTION UNIT REQUIRED WHEN TYPICAL ALL -THREAD CONTINUOUS, ONE PIECE TYPICAL PIPING INSULATION. HANGER ROD. COUPLING DO NOT CRUSH OF RODS IS NOT PERMITTED 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 USED FOR MORE THAN ONE FLOOR DRAIN - �' www.rsandh.com FL Ced. Nos. AAC001886 * IB26000956 1/2"TYPE °K" SOFT SEAMLESS COPPER 5620 * LCC060210 * GB238 WITH NO JOINTS BELOW FLOOR SLAB. SLOPE AT w" PER FOOT MINIMUM TO TYPICAL STRUT MOUNTED PIPE STRAP FLOOR DRAIN CONNECTION. TYPICAL GALVANIZED ENGINEESHEET METAL SADDLE. TLCIS0LUT10NVCa FINISHED FLOOR REFER TO SPECIFICATIONS ML ®Copyright 2(119 TYPICAL 12 GAUGE CHANNEL STRUT WITH PIPE HANGE (SEE SPECS.) 256 S. Orange Avenue Suite 1600 COA 15 OrlandoFL 32$01 , P 407.841.9050 www.tic-onglneora.com G,�,— _ SLOTS TLC No.:119469 THINK. LISTEN. CREATE. FLOOR DRAIN GAL�/_VANIZED SHEETMETAL P--�P PIPE SADDLE W/FLARED ENDS TYPICAL DOUBLE NUT WITH SINGLE WASHER. TYPICAL NOTE BOTH SIDES OF STRUT LENGTH AS REQUIRED BY NUMBER OF PIPES AND SIZES — TRAP PRIMER PROJECT TITLE: No Scale REQUIRED INSULATED PIPE AdventHealth -ZEPHYRHILLS HUMIDIFIER HIGH- 1, o" OPERATING ROOMS BUILT OUT TEMPERATURE DRAIN (COPPER OR STAINLESS STEEL) NOTE' 1. REFER TO SPECIFICATIONS AND FLOOR PLANS FOR 2X2X2 TEE 2. SPECIFIED HANGER ROD, STRUT, NUTS, WASHER, AND PIPE STRAPS SHALL BE OF GALVANIZED PROJECT ADDRESS: PLATED MATERIALS 3/4" DOMESTIC CW CONNECTION WITH REDUCED PRESSURE BACKFLOW PREVENTER/STRAINER 7050 GALL BLVD, 7 ZEPHYRHILLS, FL, 33541 TRAPEZE HANGER INSULATED PIPE HANGER No Scale No Scale DRAIN TEMPERING VALVE#DTV/ R TEMPERED DRAIN TO INDIRECT CONNECTION ��P���1� � Aaron Lee Johnson, P.E. Florida License #71576 AT FLOOR DRAIN (FD-1) A�;`tp'� S�GQPGS�qG�cWc ��p ���c� �G\v\aOq� dap ;r©,� No 71576 '. *- BASIS OFDESIGN: Q�c\�\�q\` G�ep \�p �q5 p�`d :• `L • : STATE OF krz TEMPERING VALVE - THERM -OMEGA -TECH, INC. MODEL DTV-R,140°F Qv\ R C),.• �. • • �'► '.�*�5.....•ljl BACKFLOW PREVENTEWSTRAINER - WATTS MODEL CU909QT " MAY BE INSTALLED VERTICALLY) (]���Q,©q� ��O \GPI\ � ,r, '�R rjz DRAIN TEMPERING VALVE 5�\G� REVISIONS No Scale Fo �U,y �q�� �� DRIP PAN OVER OPERATING ROOM DETAIL '�� Q G��' � q�� �v\� q� 0411 NO. DESCRIPTION DATE C p� DRAIN OR WATER PIPE (TYP.) Q`�•��vG CEILING \- d 1.10 �\0 1" DRAIN PIPE FROM DRAIN PIPE TO VENT LINE LIEBERT LIQUI-TECH MOISTURE SENSOR EXTEND 1" BELOW CEILING. DRIPPING FROM THIS PIPE DRAIN PAN SEE P1.031 & P1.041 Ca y gt�L,1\� 4�5 0 / Gq�tG�� \iQQ`" INDICATES PAN IS TO BE VISUALLY CHECKED WALL FAUCET (SEE PLANS FOR TYPE) a�G Ot�GV p`l Cj\'�P'�"a`�QQ G �4©Gq o / J +'G a.R. (-I�rP.) DATE ISSUED: 12/11/2019 REVIEWED BY: ALJ SURGEONS SINK (SEE C� / DRAWN BY: BJL PLANS FOR TYPE) DESIGNED BY: BJL PROJECT NUMBER: { G �oyo, ��, qo ��p\��� qQ��F� 504-0253-000 CrJ 2019 RS&H, INC. j 1 q�5 q q`G e�S�P � SHEET TITLE: SOIL STACK qG�c� � Ggc�C'c\�'\q #�:1•,r1Q J,���g5`1 Q\Q�`.�'o PLUMBING DETAILS �'ooy FLOOR SLAB p`iPG SHEET ID: BLDG. ID '.'d, _a• .,r: . . 44 '. "° ° -, 'O a '° d 9 '° 4 e ,��G�^GP� SANITARY G' P202 PROJECT STATUS: CONSTRUCTION DRIP PAN OVER OPERATING ROOM DETAIL OPERATING ROOM/ANESTHETIZING, MEDICAL GAS ZONE VALVEfALARM PANEL Na Scale No Seal® DOCUMENTS i UJI O C,S z Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 3" SCALE 0 3" 6" 1' expressed written consent of this corporation is prohibited. All rights reserved. 1 1/2" SCALE D 6" 1' 2' INENNEENNNNINI 3/8" SCALE. 3' 0 18" 3' 6' 1/4" SCALE: 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 f 3 1 4 1 5 A C B A N NEW CONSTRUCTION PLAN - HVAC 1 SCALE: 1/4" =1'-0" ROOM VENTILATION CALCULATIONS ROOM PRESS, RELATIONSHIP DESIGN AIR FLOW REQUIRED REQUIRED DESIGN SUPPLY RETURN EXH AC/H OAAC/H CFM OACFM AG/H OAAC/H OR #8 POSITIVE 2500 2050 0 20 4 1950 390 25 4 OR #9 POSITIVE 2500 2050 0 20 4 1967 393 25 4 SUB -STERILE NR 200 0 500 6 2 109 37 22 2 SCRUB NR 100 0 0 6 2 47 16 12 2 EQUIPMENT NR 125 125 0 2 0 55 0 4 0 STORAGE NR 125 125 0 2 0 37 0 6 0 CORRIDOR NR 500 400 0 4 2 490 245 4 2 Q KEY NOTES I BALANCE EXISTING EXHAUST DUCT TO 510 CFM PAST THIS POINT: SUBSTERILE - 274 = 385 CFM; SCRUB - 273 = 75 CFM; SUBSTERILE - 274 = 50 CFM. PROVIDE NEW DUCT FIRE DAMPER AT FIRE RATED WALL. FIELD VERIFY EXISTING DUCT ROUTING, SIZE, AND LOCATION PRIOR TO BID & CONSTRUCTION. DUCTWORK TO/FROM EXISTING AHU-27 LOCATED IN PENTHOUSE. ® DUCTWORK TO/FROM EXISTING AHU-29 LOCATED IN PENTHOUSE. O5 LOW WALL RETURN. MOUNT BOTTOM OF GRILLE AT 0'-9' A.F.F. ® STEAM LINE FROM HUMIDIFIER TO DUCT SHALL NOT EXCEED 13' IN LENGTH PER MANUFACTURER RECOMMENDATION. (D PROVIDE STAINLESS STEEL DUCTWORK FOR AT LEAST 6' AFTER STEAM CONNECTION. KEY PLAN - LEVEL 2 0 T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cent. Nos. AAC001886 * 1826000956 5620 * LCCO60210 * GB238 :TLCI SO LUT I ON SENGINEERING ®Copyright 2019 265 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www,t►c-enginears.com P 407.841.9060 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 SEE Jpy No 71576 . 13 STATE OF : .00R` fill REVISIONS NO. DESCRIPTIONS DATE DATE ISSUED: 12111/2019 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - HVAC SHEET ID: BLDG. ID M103 PROJECT STATUS: SCHEMATIC DESIGN F �X Copyright @ 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 G B ki C+J N fy`,� NEW CONSTUCTION PLAN - HVAC ALTERNATIVE SCALE: 1/4" =1'-0" 0 KEY NOTES (D STEAM LINE FROM HUMIDIFIER TO DUCT SHALL NOT EXCEED 13' IN LENGTH PER MANUFACTURER RECOMMENDATION. PROVIDE STAINLESS STEEL DUCTWORK FOR AT LEAST 6' AFTER STEAM CONNECTION. D DUCTWORK TOIFROM EXISTING AHW7 LOCATED IN PENTHOUSE. DUCTWORK TO/FROM EXISTING AHU�V LOCATED IN PENTHOUSE. KEY PLAN - LEVEL 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-2"24 www.rsandh.com FL Cent. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ��ENGINEERING S0LUT10N Wopydght Mg 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.Nc-engineers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 GEE JK' No 71576 � 3 STATE OF �: . • 'fo,�p N A REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - HVAC ALT. SHEET ID: BLDG. ID M104 PROJECT STATUS: SCHEMATIC DESIGN S C W J tJ Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All fights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 I 5 10 C IA Flo ctq co W NEW CONSTUCTION PLAN - PIPING SCALE: 1/4" = V-0" KEY PLAN - LEVEL 2. & Q SCALE: N,T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert, Nos. AAC001886 * IB26000956 5620 * LCCO60210 * GB238 TL.+CISNGINEERING OLUTIONS ®Copyright 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www,tic-enginears.com P 407.841.9050 TLC No..119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth . ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Flollda License #71576 Ois'•`' +0 Ii No 71576 -.0 : cc z .. �15 STATE OF 4U ;ONE �IIY14 REVISIONS NO. DESCRIPTION _ DATE DATE ISSUED: 12/11/2019 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - PIPING SHEET ID: BLDG. ID M203 PROJECT STATUS: SCHEMATIC DESIGN ,X. E 00 w 0 gat Copyright @ 2019. This drawing is an Instrument of service and properly of RS&H, Inc, Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 0 c B A N 1 NEW CONSTRUCTION PLAN,.. PIPING ALTERNATIVE SCALE: 1/4" = T-0" KEY PLAN - LEVEL 2 SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh,com FL Cent. Nos. AAC001886 * IB26000956 5620 * LCCO60210 * GB238 TLCENGINEERING0,�J{� II Wortght2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, Ft- 32801 WWW,tic-onglneers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 G,EIrjo ' ` G E IV . NS .." No 71576 -p: :Xz STATE OF .' 41 '00SrQN , REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: AU DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - PIPING ALT. SHEET ID: BLDG. ID M204 PROJECT STATUS: SCHEMATIC DESIGN . �. Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4' SCALE 4' 0 2' 4' 8` 1/8" SCALE 8' 0 4' 8' 16' 1 I 2 I 3 I 4 5 n EXISTING SERVICE 11 SETS OF (4) 500KCMIL, (65,000 AIC) 277/480V, 3-PHASE, 4W (59,738 SCA) "NW" 4000 AMPS 4000 SET NW&SIG 225 i 1200 > 300 800 800 TGDP C3 ((65,0001 ,6618, 30 277/480V, 3-PHASE, 4W 1200 AMPS 300 800 EXISTING 75OKW GENERATOR 4 SETS OF (4) 500KCMIL, (1) 250KCMIL GND (AL) 3112" C. r� (4) 4 SETS OF (4) 500KCMIL., 3 SETS OF 3 SETS OF (4) 500KCMIL., 3 SETS OF 3 SETS OF (14 GND (4) 400KOMIL, (1#2 GND (3) 350KCMIL, (3) 350KCMIL, (1)#2 GND (3) 350KCMIL, (3) 350KCMIL, 21/2" C. (1) 4/0 GND, T C. (1j#2/0 GND (1)#210 GND 3" C, (I #210 GND (1)#210 GND 3" C. 3" C. 3" C. 3" C. 3" C. Ci 2NHA (3) (65,000 AIC) (1 j#8 GND. (34,475 SCA) 1 114" C. T-2NLA 45KVA 480V- 120/208V (4) 00, (1 #4 GND. 2" C. B 1HNDP (65,000 AIC) 2771480V, 3-PHASE, 4W (38,572 SCA) 1200 AMPS 2NLA 350 125 125 125 125 (10,000 AIC) (3,390 SCA) (3) 500KCMIL, (4) #2' (1) #1/0 GND. (1)#6 GND. 4" C, 1 1/4" C. T-2LNDP 225KVA 480V- 1201208V 3 SETS OF (4)300KCMIL, 1AHP 113HP 1CHP 213HP (1) #210 GND. (65,000 AIC) (65,000 AIC) (65,000 AIC) (65,000 AIC) 3" C. (26,797 SCA) (26,797 SCA) (26,797 SCA) (26,797 SCA) 2LNDP (25,000 AIC) 120/208V, 3-PHASE, 4W (5,959 SCA) 800 AMPS 800 125 (4) #2, (3) #6, m (1#6 GND. (1) #10 GND, 11/4" C. 1" C. A 0 UrA1 2ALP (22,000 AIC) (5,089 SCA) 8NOR (10,000 AIC) Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 9NOR (10,000 AIC) 2LNDP LOAD SUMMARY EXISTING LOAD 108 KVA ADDED LOAD 7.0 KVA REMOVED 0.0 KVA TOTAL LOAD 115.0 KVA 138.3 AMP 1 HLSDP (35,000 AIC) (18,627 SCA) 200 (4) #1 (1)#3 GND. 112" C. 45 0 2HLS (35,000 AIC) (3) (11,698 SCA) (1#10 GND. Inc. T-2LLS 75KVA 480V- 120/208V #4 (4) #2, (1)#8 GND. I VT C. U2 B3 SS 100 i 2LLS (10,000 AIC) (3,121 SCA) (4) 500KCMIL., -- (1)#2 GND 3" C. 277/480V, 3-PHASE, 4W 400 AMPS 3HLS ATS-LE 400A,4POLE 65KAIC Eli480V,3P Eli (27766 SCA) 3 SETS OF (3) 350KCMIL, (1)00 GND 3" C. 1HCBDP 2LCBDP LOAD SUMMARY EXISTING LOAD 183 KVA ADDED LOAD 12.0 KVA REMOVED 0.0 KVA TOTAL LOAD 195.0 KVA 234.5 AMP 65,000 AIC; 33.186 SCA (3) 500KCMIL, (1) #1/0 GND. 4" C. 3 SETS OF (4) 300KCMIL, (1) #2/0 GND. 2LGBDP 3" c. (25,000 AIC) 1201208V, 3-PHASE, 4W (5,889 SCA) 800 AMPS 800 350 ATS-CB 800A, 4POLE 65KAIC 480V,3P Lj (28779 SCA) 3 SETS OF (3) 350KCMIL, (1)#2/0 GND 3" C. 277/480V, 3-PHASE, 4W 800 AMPS (4) #1, (1#4 GND. 1/2" C. T-2LCBDP 225KVA 480V 1201208V 125 1HEQDP (65,000 AIC) (33,186 SCA) 200 (4) , (1#3GND. 8 3 SS O 1/2"C. �/ 1HCB 2HEQ (65,000 AIC) (35,000 AIC) (25,041 SCA) (3) #6, (11,698 SCA) (1)#10 GND. Inc. T-2LEQ lJ 75KVA CrCn 480V I 120/208V (3) #6, (1) #10 GND, Inc, rrm I� 8CBOR 9C130R (10,000 AIC) (10,000 AIC) (4) #2, - (1#8 GND. 1 1/7 C. (2 B3 SS (3) #15' 100 (1)#10GND, 1" C. 2LEQ (10,000 AIC) (3,121 SCA) PARTIAL ELECTRICAL ONE -LINE DIAGRAM (WEST SERVICE) 3" SCALE 0 3" 6" 11 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' CURRENT IN AMPERES 1000 - --------- ---- - - I1NLDP-MCB I SQUARE D PowerPact L-Frame, 3.3S Interrupting Rating 25.0 kA Frame/Rating 400.0 A Trip 400.0 A Plug 400.0 A Settings Phase Ir (125-400A); tr (Fixed) 400 (400A); Fixed fc Isd (1.5 -10 x Ir); tsd 10 (4000A); Fixed 100 li (1.5 12 x In) 12 (4800A) � < 2LNDP-CB1 I ,SQUARED QO, 1-Pole InterruptingRating 10.0 kA Frame/Rating 60.0 A Trip 60.0 A Settings Phase Fixed 730-6, 60A 10 - z Cn M T-SNOR kVA 9.0 kVA f 0 t z v 8NOR-CB-1 c) 1 ;SQUARED QO, 1-Poles - InterruptingRating 10.0 kA Frame/Rating 20.0 A Trip 20.0 Ar Settings Phase - N Fixed (730 3) Y. Inr y` 0.10 _ X f k'6 0.01 0.5 1 10 100 1 K 10K 119469 -TYPICAL OR PANEL.tcc Ref. Voltage: 208V Current in Amps x ATS-EQ 800A,3POLE 65KAIC 480V,3P (28779 SCA) 277/480V, 3-PHASE, 4W 800 AMPS QNE-LINE DIAGRAM GENERAL NOTES: 1, BREAKER TYPES INDICATED NEXT TO EACH BREAKER ARE BASED UPON SQUARE D ELECTRICAL EQUIPMENT. QN-LINE_DIAGRAM NOTES: (,:./ PANELBOARD AFFECTED BY SCOPE OF WORK. PROVIDE CIRCUIT BREAKER AND WIRE SIZE AS RECOMMENDED BY SURGE PROTECTIVE DEVICE MANUFACTURER. MINIMIZE LEAD LENGTH AND TWIST LEADS IN CONDUIT. PROVIDE NEW SURGE PROTECTIVE DEVICE. 1 /4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' RS&if 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cart. Nos. AAC001886 * IB26000956 5620 * LCC0o0210 * GB238 TLCIENGINEERING SOLUTION ®Copyright 2019 255 S. Orange Avenue Suite 1600 A 1 CO A5 Orlando, FL 32801 y�w,tlo englnee 1 P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 .���%tjttll OP H ER�I ♦r��,i o �. .� .��IZ- .1'\1�c U' No 66504 = -0 ':P% S TAT OF00. -. 4 O 19. W -J 0 REVISIONS NO. DESCRIPTION DATE 1 AHCA COMMENTS 01.08.20 DATE ISSUED: 1211112019 REVIEWED BY: CVO DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: ELECTRICAL ONE -LINE DIAGRAM SHEET ID: BLDG. ID E002 PROJECT STATUS: SCHEMATIC DESIGN 2 k1 4 5 C B R 0 N A Ann AI=n&IATr KEY PLAN - LEVEL 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH a 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Ced. Nos. AAC001886 * IB260009M 5620 * LCC000210 * GB238 r �L�ENGINEERING SOLUTION 040pht 2019 255 S. Orange Avenue Sulte 1600 COA 15 Orlando, FL 32801 WWW.fl"ngineem.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 pHER n!���i r 66504 r , ul STATE F yE V --1;rr0 N A- 1 0��� W C.� REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: CV0 DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: OVERALL PLAN - ELECTRICAL SHEET ID; BLDG. ID El 00 PROJECT STATUS: SCHEMATIC DESIGN Copyrightb 2019. This drawing is an Instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6If1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 1&, 3' 6' 1 /4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' C A 2 o. I DEMOLITION PLAN - POWER SCALE: 1/4" =1'-0" GENERAL ELECTRICAL 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. KEY PLAN - L.EVEL. 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cent. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLCENGINEERING s0LUT10N OCopyright2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 .U"nginoers.com P 407.841.9060 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 �0 01P H ER �f. i ti♦ CJ�. ,... 0 ♦�, 0:- No 66504 it — t STATE " •`�Q"'n� �L O R 4110n1u<< REVISIONS NO. _ DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: CVO DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 5044253-000 0 2019 RS&H, INC. SHEET TITLE: DEMOLITION PLAN - ELECTRICAL SHEET ID: r II PROJECT STATUS: SCHEMATIC DESIGN S w O Z Uj J v Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written Consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE: 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8" 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 5 L C B A m N M 9 EXISTING SQUARE D I LINE PANELBOARD Name: 2LNDP MAIN BREAKER: AMPS (EXISTING NORMAL BRANCH) MAIN LUGS: 800 AMPS Project Name: AH ZEPHYRHILLS PHASE: 3 Project Number: 119469 WIRE: 4 Fed From: K.A.I.C.: 25 AMPS Location: SURFACE MID: X FLUSH MTD: 208V/120V X 48OV/277V 24OV/120V C N K O T T Identification Load Trip Poles E N S O 1 13NOR 4.0 60 A 3 2 1NOR 8.0 100 A 3 3 6NOR 8.0 100 A 3 4 2DLP 15.0 125 A 3 5 2ALP 15.0 125 A 3 6 2CLP 12.0 125 A 3 7 2NOR 8.0 100 A 3 8 5NOR 8.0 100 A 3 9 4NOR 8.0 100 A 3 10 2FLP 12.0 125 A 3 11 2BLP 12.0 125 A 3 2 12 BNOR 3.3 60 A 2 2 13 9NOR 3.3 60 A 2 14 SPACE 0.0 -- - 15 SPACE 0.0 - - 16 SPACE 0.0 -- -- Total Connected Load: 1 116.6 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: 116.6 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 116.6 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 324 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 116.6 kVA 100.00% 116.6 kVA X-Ray 0.0 kVA 0.00% 1 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0,00% 1 0.0 kVA Notes: 1. SPARE LOAD IS EXXISTING LOAD TAKEN FROM EXISTING DRAWINGS, 2. UTILIZE EXISTING PANELBOARD SPACE FOR NEW LOAD. EXISTING SQUARE 'D' I LINE PANELBOARD Name: 2LCBDP MAW BREAKER: AMPS (EXISTING CRITICAL BRANCH) MAIN LUGS: 800 AMPS Project Name: AH ZEPHYRHILLS PHASE: 3 Project Number: 119469 WIRE: 4 Fed From: K.A.I.C.: 25 AMPS Location: SURFACE MTD: X FLUSH MTD: 208V/120V X 48OV/277V 24OV/12OV C N K O T T Identification Load Trip Pales E N S O 1 CYSTO LIGHTS 1.0 20 A 1 2 CYSTO TABLE 3.0 30 A 2 3 13CBOR 5.0 60 A 3 4 4CBOR 15.0 100 A 3 5 5CBOR 15.0 100 A 3 6 2BLCB 20.0 125 A 3 7 2DLCB 20.0 125 A 3 8 2CLCB 20.0 125 A 3 9 6CBOR 15.0 100 A 3 10 2CBOR 15.0 100 A 3 11 1CBOR 15.0 100 A 3 12 2FLCB 20.0 125 A 3 13 2ALCB 20.0 125 A 3 2 14 8CBOR 6.1 60 A 2 2 15 9CBOR 6.1 60 A 2 16 SPACE 0.0 - -- Total Connected Load: 196.2 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: 196.2 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 196.2 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 545 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 196.2 kVA 100.00% 196.2 kVA X-Ray 0.0 kVA 0.00% 1 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 1 0.0 kVA 0,00% 1 0.0 kVA Notes: 1. SPARE LOAD IS EXISTING LOAD TAKEN FROM EXISTING DRAWINGS. 2. UTILIZE EXISTING PANELBOARD SPACE FOR NEW LOAD. AREA OF WORK GENERAL POWER PLAN NOTES 1 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF EQUIPMENT. MODIFY LAYOUT AS REQUIRED PER MANUFACTURER'S SPACE REQUIREMENTS, 2 COORDINATE FINAL LOCATIONS OF ALL DIVISION 23 EQUIPMENT IN FIELD WITH DIVISION 23. FIELD LOCATIONS SHALL DICTATE. 3 COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL DEVICES WITH ARCHITECTURAL ELEVATIONS AND CASEWORK. N NEW CONSTUCTION PLAN - POWER 1 SCALE: 1/4" =1'-0" Copyright © 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 8" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1 /4" SCALE 4' 0 2' 4' 8' expressed written consent of this corporation is prohibited. All rights reserved. KEY PLAN - LEVEL 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1/8" SCALE 8' 0 4' 8' 16' 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 `TLCSENGINEERING O L U T I O N OCOPYNht2019 256 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 WWW,tic-engineers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: Advent Health -ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 ,`%���ppHER No 66504 STATE F A, P : s.<OFi1O, \,% �t REVISIONS NO. DESCRIPTION 1 DATE 1 AHCA COMMENTS 01.0820 DATE ISSUED: 12/11/2019 REVIEWED BY: CVO DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 50"253-000 a 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - POWER & SYSTEMS SHEET ID: BLDG. ID El 03 PROJECT STATUS: SCHEMATIC DESIGN S =y JLIW. . I _ 1.r.. .-I 8 ._ _ 4YI..IG, WIIu.41IWulL.:¢ e u.Ad Ik.WlI . _.I!A _�! 16 1�1...I All, !! uu� 2 3 4 5 C B A N NEW CONSTUCTION PLAN - LIGHTING SCALE: 1/4" _ 1'-0" GENERAL LIGHTING PLAN NOTES 1 REFER TO ARCHITECTURAL CEILING PLAN FOR FINAL, PLACEMENT AND LOCATION OF ALL CEILING MOUNTED LIGHT FIXTURES. 2 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL WALL MOUNTED LIGHT FIXTURES; 3 SURFACE MOUNTED RACEWAY IS NOT PERMITTED FOR INTERCONNECTION BETWEEN MULTIPLE UNDERCABINET LIGHT FIXTURES. BACKFEED ALL FIXTURES, KEY PLAN - LEVEL 2 Q T SCALE: N.T.S. TRUE PROJECT NORTH NORTH ail 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cart. Nos. AAC001886 * IB26000956 5620 * LCC000210 * CB238 jjjLCIS ENGINEERING 0LUTION QCOPAM 2019 265 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.tic-engineers,com P 407,841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 �setwi a i�a�rr ,�.� 0P H ER ''�•. �. No 66504 •"'� STATE F fit REVISIONS NO. l DESCRIPTION DATE 1 AHCA COMMENTS 01.08.20 DATE ISSUED: 12111/2019 REVIEWED BY: CVO DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - LIGHTING SHEET ID: BLDG. ID E203 PROJECT STATUS: SCHEMATIC DESIGN Copyright 0 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE: 0 3" 6" 1' iiiiii 1 1/2" SCALE 0 6" 1' 2" iiiiii 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16, If rfr1w, 11 FIRWIMMI'/NRBiililllw"WIRifi'I�. if"�7- ���f T�rfir. r ,r: 1 I 17 F-�r�- �1 r 1- 1� =r-- �m� �,r� t i,,.rlo: !If nA1:7 2 3 4 5 Ir C r.. Name: 9CBOR DESIGN SELECTION: SQUARE 'D' DUPLEX ISOLATION PANEL (EXISTING CRITICAL BRANCH) 10 KVA ISOLATION TRANSFORMER Project Name: AH ZEPHYRHILLS 208V, 1 PHASE PRIMARY Project Number: 119469 120V, 1 PHASE SECONDARY Fed From: 2LCBDP 60A, 2P MAIN CIRCUIT BREAKER Location: 20A, 2P BRANCH CIRCUIT BREAKERS 10KAIC RATING FLUSH MOUNTED, STAINLESS STEEL TRIM C N K O T T Identification Load Trip Poles E N S 0 1 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 2 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 3 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 4 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 5 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 6 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 7 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 8 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 9 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 10 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 11 1 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 12 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 13 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 14 EXAM LIGHT OR 9 RM 283 0.4 kVA 20 A 2 15 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 16 BOOM BRAKE OR 9 RM 283 0.4 kVA 20 A 2 Total Connected Load: 6.1 CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 5.3 kVA 100.00% 5.3 kVA Total Connected Load: 6.1 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 6.1 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 51 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 Sparc 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: MAIN BREAKER: AMPS MAIN LUGS: 100 AMPS K.A.I.C.: _ 10 AMPS SURFACE MTD: X FLUSH MTD: POLE 3 PHASE 4 WIRE X 208V/120V 480V/277V 24OV/120V Name: 2sT.�I,S (EXISTING LIFE SAFETY BRANCH) Project Name: AH ZEPHYRHILLS Project Number: 119469 Fed From: Location: N C TK Load Name Trip Poles A I3 C Poles Trip Load Name T 1 MED GAS ALARM PNL RM 213... 20 A 1 0.3 0.6 1 20 A AUTOMATIC DOORS E? 3 MED GAS ALARM PNL RM 206... 20 A 1 0.3 0.6 1 20 A AUTOMATIC DOORS E 5 MED GAS ALARM PNL RM G-206... 20 A 1 0.3 0.6 1 20 A AUTOMATIC DOORS E3 C N K 0 T T 7 MED GAS ALARM PNL RM C-202... 20 A 1 0.3 0.6 1 20 A AUTOMATIC DOORS(EXIST) $ 9 MED GAS ALARM PNL RM V-213... 20 A 1 0.3 0.2 1 20 A MED GAS RM E 10 11 MED GAS ALARM PNL AAP-8 9 RM... 20 A 1 0.6 0.6 1 20 A SLINDING DOOR RM 279 OR-8 12 13 SPACE -- -- 0.0 0.6 1 20 A SLINDING DOOR RM 283 OR-9 14 15 SPACE -- -- 0.0 0.4 1 20 A AUTODOOR OR 8 & 9 16 1 17 SPACE -- -- 0.0 0.0 -- -- SPACE 18 19 SPACE -- -- 0.0 0.0 -- SPACE 20 21 SPACE -- -- 0.0 0.0 -- -- SPACE 22 23 SPACE - --777 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 OA 0.0 SPACE 34 35 SPACE - -T7r ? 0.0 0.0 -- SPACE 36 37 SPACE -- -- 0.0 0.0 .': �� 3 30 A SPD 38 1 39 1 SPACE -- -- 0.0 0.0 -- -- -- 40 411 SPACE _ -- .. 0.0 0.0 -- -- - 42 Phase Connected Load: 2.4 kVA 1.8 kVA 2.1 kVA Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit CONN. LOAD... DEMAND FACTOR DEMAND LOAD... 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 0.4 kVA 100.00% 0.4 kVA 0.0 kVA 0.00% 0.0 kVA 59 kVA 100.00% 5.9 kVA 0.0 kVA 0.00% 0.0 kVA 0.q kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING PANELBOARD SPACE FOR NEW LOAD. 2. SPARE LOAD IS EXISTING LOAD TAKEN FROM EXISTING DRAWINGS. Total Connected Load: 6.3 kVA Total Demand Load: 6.3 kVA Demand Amps: 17 A Name: 9NOR DESIGN SELECTION: SQUARE 'D' DUPLEX ISOLATION PANEL (EXISTING NORMAL BRANCH) 10 KVA ISOLATION TRANSFORMER Project Name: AH ZEPHYRHILLS 208V, 1 PHASE PRIMARY Project Number: 119469 120V, 1 PHASE SECONDARY Fed From: 2NLDP 60A, 2P MAIN CIRCUIT BREAKER Location: 20A, 2P BRANCH CIRCUIT BREAKERS 10KAIC RATING FLUSH MOUNTED, STAINLESS STEEL TRIM C N K O T T Identification Load Trip Poles E N S 0 1 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 2 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 3 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 4 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 5 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 6 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 7 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 8 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 9 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 10 11 12 13 14 15 16 Total Connected Load: 3.3 CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 3.3 kVA 100.00% 3.3 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 Total Demand Amps: 28 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 MAIN BREAKER: AMPS POLE 3 PHASE MAIN LUGS: 250 AMPS _ 4_ WIRE K.A.I.C.: 35 AMPS 208V/120V SURFACE MTD: X X 480V/277V FLUSH MTD: 240V/120V Name: 21F0 (EXISTING EQUIPMENT BRANCH Project Name: AH ZEPHYRHILLS Project Number: 119469 Fed From: 1HEQDP Location: N TT C Load Name Trip Poles A B C Poles Trip Load Name C T N T 1 SPARE 20 A 1 0.0 2.5 3 SPACE -- -- 0.0 2.5 -- -- -- 4 5 SPACE - - 0.0 2.5 -- -- -- 6 7 SPACE -- -- 0.0 2.5 �,.;? ": 3 15 A AHU-29 8 1 9 SPACE -- -- 0.0 2.5 = -- -- -- 10 11 SPACE -- -- 0,0 2.5 -- -- -- 12 13 SPACE -- -- 0.0 6.2 3 30 A HU-1 14 1 15 SPACE -- -- 0.0 6.2 -- -- -- 16 17 SPACE 6.2 -- _- - 18 19 SPACE -- -- 0.0 6.2 3 30 A HU-2 20 1 21 SPACE -- -- '; 0.0 6.2 22 23 1 SPACE -- -- 0.0 6.2 -- -- -- 24 25 1 SPACE - - 0.0 0.0 -- -- SPACE 26 27 SPACE 29 SPACE -- -- 0.0 0.0 -- -- SPACE 30 31 SPACE 0.0 0.0iii -- -- SPACE 32 33 SPACE -- -- 0.0 0,0>. .` "' -- -- SPACE 34 35 SPACE -- -- 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 2.5 3 170A 21E VIA T2LEQ XFMR 38 39 SPACE -- _- 0.0 2.5 -- _- - 40 41 SPACE -- -- ;. 0.0 2.5 -- -- -- 42 Phase Connected Load: 20.0 kVA 20.0 kVA 20.0 kVA L*hdq - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment Non -Dwelling Unit CONN. LOAD... DEMAND FACTOR DEMAND LOAD... 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 37.4 kVA 65.00% 24.3 kVA 15.2 kVA 85.00 % 12.9 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 7.5 kVA 100.00% 7.5 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING PANELBOARD SPACE FOR NEW LOAD. 2, SPARE LOAD IS EXISTING LOAD TAKEN FROM EXISTING DRAWWNGS. Total Connected Load: 60.1 kVA Total Demand Load: 44.7 kVA Demand Amps: 54 A PANELBOARD Name: 2LE0 (EXISTING EQUIPMENT BRANCH) MAIN BREAKER: 175 AMPS POLE 3 PHASE Project Name: AH ZEPHYRHILLS MAIN LUGS: AMPS _ 4 WIRE Project Number: 119469 K.A.I.C.: 10 AMPS X 208V/120V Fed From: 2HEQ SURFACE MTD: X 480V/277V Location: FLUSH MTD: 240V/120V O C C O T Load Name Trip Poles A B C Poles Trip Load Name T T T 1 NURSE STATION 206 MED 20 A 1 1.0 1 1.0 1 20 A ENDO 2 3 NURSE STATION 206 REF 20 A 1 0.4 1.0 1 .20A ENDO 4 5 REFRIGERATOR 206 20 A 1 1.0 0.4 1 20 A REF CORRIDOR 253 6 7 EF-30A 20 A 1 0.4 1.0 1 20 A MED CORRIDOR 253 8 9 EF-30B 20 A 1 0.4 1.0 1 20 A MED CORRIDOR 253 10 1 11 AtiU CONTROLS 20 A 1 0.2 0.4 1 20 A REF CORRIDOR 271 12 1 13 1AHU CONTROLS 20 A 1 0.2 1.0 1 20 A MED CORRIDOR 271 14 1 15 AHU CONTROLS 20 A 1 0.2 1.0 1 20 A MED CORRIDOR 271 16 17 RECEPTACLES RM 285 20 A 1 1.0 1.0 1 20 A STERILIZER RM 225 18 19 STERILZER RMS 288 & 294 20 A 1 1.0 1.0 1 20 A WARMING CABINET RM 255 20 21 WASHER CABINET RM 294 20 A 1 1.0 1.0 1 20 A REFRIGERATOR CORRIDOR 290 22 23 WASHER/STERILIZER RM 294 20 A 1 1.0 Lo 1 20 A REFRIGERATOR CORRIDOR 290 24 25 WARMER CABINET 274 20 A 1 1.0 1.0 1 20 A MED CABINET CORRIDOR 290 26 27 STERILZER RM 274 20 A 1 1.0 1.0 1 20 A WASHER/STERILIZER RM 291 28 29 MOBILE APIRATOR RM 284 20 A 1 0.4 1.0 1 20 A WARMING CABINET 291 30 31 GENERATOR RM 284 20 A 1 0.4 1.0 1 20 A STERILIZER RM 291 32 33 HAND DRYER 203 20 A 1 1.0 1.0 1 20A REFRIGERATOR CORRIDOR 271 34 35 HAND DRYER 202 20 A 1 1.0 1.0 1 20 A MED CABINET 271 36 2 37 AHU CONTROLS 20 A 1 0.2 0.6 2 15 A FCU-2-1 38 Y 39 AHU CONTROLS 20 A 1 0.2 0.6 -- -- -- 40 2 41 AHU CONTROLS 20 A 1 0.2 0.0 -- -- SPACE 42 43 UPS 30 A 2 1.2 0.0 1 20 A SCRUB SINKS 44 45 _. _ __ 1.2 0.0 1 20 A SCRUB SINKS 46 47 SPACE - -- 0.0 0.0 1 20 A SCRUB SINKS 48 49 SPACE -- -- 0.0 0.0 -- -- SPACE 50 51 SPARE 20 A 1 0.4 0.0 2 20 A UPS 52 53 ISPARE 20 A 1 0.4 0.0 -- -- -- 54 55 SPACE - -- 0.0 0.0 3 20 A SPARE 56 57 1 SPACE - -- 0.0 0.0 -- -- - 58 59 SPACE -- 0.0 0.0 -- -- -- 60 61 SPACE -- 0.0 0.0 -- -- SPACE 62 63 1 SPACE - OA 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 -- -- 0.0 0.0 ISPACE 72 73 SPACE -- -- 0.0 0.0 -- -- SPACE 74 75 1 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 182 83 SPACE -- -- 0.0 0.0 -- -- SPACE 184 Phase Connected Load: 12.0 kVA 12.4 kVA 10.0 kVA Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit CONN. LOAD... DEMAND FACTOR DEMAND LOAD... 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 kVA 100.00% 1.2 kVA 0.0 kVA 0.00% 0.0 kVA 33.2 kVA 100.00% 33.2 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 1 0.0 kVA Notes: 1. CONNECT NEW LOAD TO EXISTING SPARE BREAKER. 2. UTILIIZE EXISTING PANELBOARD SPACE FOR NEW LOAD. 3. SPARE LOAD IS EXISTING LOAD TAKEN FROM EXISTING DRAWINGS. Total Connected Load: 34.4 kVA Total Demand Load: 34.4 kVA Demand Amps: 95 A RS&H 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cart. Nos. AAC001886 * IB26000956 5620 * LCCO0'0210 * GB238 n �LJENGINEERING 50LUTION� ®Copyright 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.tic-ongineers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 %`%%Op H ER11r1.#,f,, No 66504 •� ST E OF �, R 1 w f"1111 III lilt l :3 c.� REVISIONS NO. DESCRIPTION DATE 1 AHCA COMMENTS 01.08.20 DATE ISSUED: 1211112019 REVIEWED BY: CVO DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: PANEL SCHEDULES SHEET ID: BLDG. ID E302 PROJECT STATUS: SCHEMATIC DESIGN Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' K 3 4 5 10 C B A 2 a. m m ry 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 FIX FIXED CCTV CAMERA 2. WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT SHALL BE MAINTAINED IN COMPLIANCE 2. ALL 120V POWER WIRING SHALL BE INSTALLED IN A SEPARATE CONDUIT. X = MOUNTING (F)LUSH, (S)URFACE, (M)ODULAR FURNITURE ADAPTER WITH THE NATIONAL ELECTRICAL CODE ARTICLE 110, COORDINATE EQUIPMENT INSTALLATION TO (P)OLE, (R)ACEWAY, (D)OUBLE GANG FLUSH, (PD) PEDESTAL, (H)EADWALL 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 AS 4. ALL CONDUIT, WIRING, AND ASSOCIATED BACK BOXES SHALL BE FULLY CONCEALED "FIRE/SMOKE" OR "SMOKE" OR IDENTIFIED AS EITHER "FIREISMOKE' OR "SMOKE", THEN ALL OF THE WITHIN WALLS, FLOORS, AND CEILINGS. COMMUNICATIONS "INFORMATION OUTLET" MOUNTED AT RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED. MODULE AND FACEPLATE CR CARD READER FOLLOWING CONDITIONS SHALL BE MET: DESCRIPTIONS, SEE DETAIL SHEETS. A. THE OUTLET BOX SHALL BE METALLIC. 5. INSTALLATION OF CATEGORY 6 UTP CABLE SHALL BE IN ACCORDANCE WITH EIAfrIA CK COMBINED CARD READER/KEYPAD GUIDELINES. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL BE REPLACED BY THE CONTRACTOR. C4Q X N B. THE OUTLET BOX OPENINGS SHALL OCCUR ONLY ON ONE SIDE OF THE FRAMING SPACE. 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 W STRETCHING THE CONDUCTORS. 44 WALL TELEPHONE OUTLET. MOUNTED AT 52" ABOVE FINISHED FLOOR D. ALL CLEARANCES BETWEEN THE OUTLET BOX AND THE, WALL BOARD F1 TO THE BOTTOM OF THE BOX. SEE DETAIL SHEETS. EL ELECTRIC LATCH. MATERIAL SHALL BE COMPLETELY SEALED WITH APPROVED MATERIALS IN B. THE MINIMUM BENDING RADIUS OF THE CABLE SHALL NOT BE LESS THAN 4X THE ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS FOR THE OUTSIDE DIAMETER OF THE CABLE. S1 ELV WALL TELEPHONE OUTLET FOR TELEPHONE ELEVATOR MACHINE ROOM. (S)URFACE MOUNTED AT 52" ABOVE FINISHED FLOOR. EM ELECTRIC MORTISE LOCK PROJECT E. PROVIDE A SUPPLEMENTAL BARRIER AROUND OUTLETS LARGER THAN 16 C. THE CABLE SHALL BE INSTALLED WITHOUT KINKS OR TWISTS AND THE APPLICATION INCHES SO THAT THE ORIGINAL RATING OF THE PENETRATION IS MAINTAINED. OF CABLE TIES SMALL NOT DEFORM THE CABLE BUNDLE. WAP WIRELESS ACCESS POINT OUTLET. SEE DETAIL SHEETS FOR MOUNTING ES ELECTRIC STRIKE. F. THE TOTAL AGGREGATE SURFACE AREA OF THE OUTLET BOX SHALL NOT D. STRIP BACK ONLY AS MUCH CABLE JACKET AS IS REQUIRED TO TERMINATE THE DETAILS. QUANTITY AND LOCATIONS ARE APPROXIMATE, CONTRACTOR EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET, CABLE AND THE AMOUNT OF UNTWISTING IN A PAIR AS A RESULT OF THE S1 TO COORDINATE WITH WLAN VENDOR ACTUAL QUANTITY AND TERMINATION SHALL NOT EXCEED 0.5 IN. LOCATIONS BASED ON SIGNAL SURVEY. SIGNAL SURVEY BY WLAN ML MAGNETIC LOCK G. THE OUTLET BOX SHALL BE SEPARATED FROM OPENINGS ON THE OPPOSITE SIDE VENDOR. 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 B BISCUIT JACK OUTLET MOUNTED ABOVE CEILING. H. THE OUTLET BOX SHALL BE SECURELY FASTENED TO A PARTITION FRAMING BE REPLACED BY THE CONTRACTOR. 71) 51 MEMBER 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 DAS APPROXIMATE LOCATION OF CORNING ONE DAS ANTENNA, + 2 FEET, I, OPENINGS CUT INTO THE WALL BOARD MATERIAL SHALL NOT EXCEED 1/8 INCH CABLE SHALL NOT BE LESS THAN 1 IN UNDER NO-LOAD CONDITIONS. WHEN UNDER A MAXIMUM TENSILE LOAD OF 50 LBF, THE BEND RADIUS SHALL NOT BE LESS THAN 2 IN. 79) ANTENNA IS OWNER PROVIDED, STRUCTURED CABLING CONTRACTOR DOOR RELEASE BUTTON BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. INSTALLED. 4, LOCATION OF EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE, COORDINATE EXACT B. THE BEND RADIUS FOR INTRABUILDING OPTICAL FIBER BACKBONE SHALL NOT BE PSA APPROXIMATE LOCATION OF PUBLIC SAFETY LEGACY DAS ANTENNA, REX OR ADA DOOR OPEN BUTTON EQUIPMENT LOCATION AND CONNECTION REQUIREMENTS WITH THE APPROPRIATE TRADE PRIOR TO INSTALLATION. LESS THAN THAT RECOMMENDED BY THE MANUFACTURER IF NO RECOMMENDATION IS KNOWN, THEN THE APPLIED BEND RADIUS SHALL NOT BE LESS THAN 10 TIMES THE + 2 FEET, ANTENNA IS OWNER PROVIDED, STRUCTURED CABLING CABLE OUTSIDE DIAMETER UNDER NO-LOAD CONDITIONS AND NOT LESS THAN 15 CONTRACTOR INSTALLED. �p`� (DD DURESS BUTTON 5. FOR EXACT LOCATION OF CEILING MOUNTED EQUIPMENT REFER TO THE ARCHITECTURAL REFLECTED TIMES THE CABLE OUTSIDE DIAMETER WHEN THE CABLE IS UNDER TENSILE LOAD. CEILING PLAN. LOCATIONS OF EQUIPMENT NOT INCLUDED ON THE REFLECTED CEILING PLAN SHALL BE LN COMBINED VOICE/DATA/POWER OUTLET IN POKE-THRU. CONDUIT, COORDINATED WITH THOSE ITEMS SHOWN. COORDINATION OF CEILING MOUNTED EQUIPMENT SHALL C. THE BEND RADIUS FOR INTRABUILDING OPTICAL FIBER BACKBONE SHALL NOT BE ® POKE-THRU AND POWER RECEPTACLE PROVIDED BY DIV. 26. IS INTERCOM SUBSTATION WITH CAMERA BE PRIOR TO ANY ROUGH -IN. NOTIFY ENGINEER OF ANY DISCREPANCY. LESS THAN THAT RECOMMENDED BY THE MANUFACTURER IF NO "N" IS THE NUMBER OF CAT 6 JACKS. RECOMMENDATION IS KNOWN, THEN THE APPLIED BEND RADIUS SHALL NOT BE AV MI MASTER INTERCOM STATION W/ LCp MONITOR & 6. PROVIDE FINAL CONNECTIONS TO OWNER -PROVIDED EQUIPMENT WHERE INDICATED ON THE PLAN LESS THAN 10 TIMES THE CABLE OUTSIDE DIAMETER NO-LOAD CONDITIONS AND NOT LESS THAN 20 TIMES THE CABLE OUTSIDE DIAMETER WHEN THE CABLE IS LN COMBINED VOICE/DATA/AUDIONISUAUPOWER OUTLET IN POKE-THRU. CONDUIT, POKE-THRU AND POWER RECEPTACLE PROVIDED BY DIV. 26, REMOTE DOOR RELEASE BUTTONS DRAWINGS UNDER A TENSILE LOAD UP TO THE RATING OF THE CABLE, USUALLY 600 LBF. "N" IS THE NUMBER OF CAT 6 JACKS, SEE AV DETAILS FOR AV CONNECTION REQUIREMENTS, O 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 INSTALLATION, ALL PENETRATIONS THROUGH FIRE RATED BARRIERS SMALL BE ASSOCIATED DOOR DETAIL REFERENCE 8. VERIFY AND COORDINATE THE LOCATION OF REQUIRED DIVISION 17 OUTLETS WITH OTHER TRADE COMPLETELY SEALED WITH APPROPRIATE FIRE STOP MATERIAL IN ACCORDANCE WITH NFPA AND FIRE AUTHORITY HAVING JURISDICTION. TV TELEVISION OUTLET - FLUSH MOUNTED. (1) COAX RG-6 AND (1) CAT6 DRAWINGS AND OWNER PROVIDED EQUIPMENT. VOICE/DATA OUTLETS SHALL BE ADJACENT TO AN UTP CABLE TO TELECOMM ROOM. ADJACENT DUPLEX RECEPTACLE BY ELECTRICAL CONTRACTOR. COORDINATE MOUNTING LOCATION WITH MON CCTV MONITOR ELECTRICAL OUTLET. 8. ALL SECURITY PRODUCTS AND SYSTEMS SHALL BE LISTED BY A NATIONALLY RECOGNIZED ARCHITECTURAL. 9. EACH TELEVISION OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A TESTING LABORATORY (� TELEVISION OUTLET - CEILING MOUNTED. (1) COAX RG-6 AND (1) CAT6 AUTO AUTOMATIC DOOR OPERATOR SINGLE GANG PLASTER RING AND 1 ONE I S G () NCH CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION 9, ALL INTERCOM PRODUCTS SHALL BE LISTED BY NATIONALLY RECOGNIZED LISTING LABORATORY. UTP CABLE TO TELECOMM ROOM. ADJACENT DUPLEX RECEPTACLE BY ABOVE THE FINISHED CEILING OR TO AN ACCESSIBLE CABLE, TRAY WHERE PROVIDED. WORK BY ELECTRICAL CONTRACTOR, COORDINATE MOUNTING LOCATION WITH ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE AS PER SPECIFICATION SECTION 270528. 10. ACCESS CONTROL EQUIPMENTAND WIRING WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, ARCHITECTURAL. NOT THE ELECTRICAL CONTRACTOR. BASIC MATERIALS 10. THE DESIGNATION "N.LC."SHALL DENOTE ITEMS, WHICH ARE "NOT IN CONTRACT". 3/4" PLYWOOD BACKBOARD. BY DIVISION 26. 11. CCTV CAMERAS AND WIRING WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, NOT THE � -1 11. THE DESIGNATION "U.S.C." SHALL DENOTE ITEMS, WHICH ARE "UNDER SEPARATE CONTRACT". ELECTRICAL CONTRACTOR. F r -19" EQUIPMENT RACK SYMBOL DESCRIPTION L 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 -J JUNCTION BOX SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. PROVIDE COORDINATION FOR THE 13. THE DESIGNATION "O.F.E." SHALL DENOTE ITEMS, WHICH ARE "OWNER FURNISHED EQUIPMENT'. INSTALLATION OF THIS RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR. RACEWAY TELECOMM PANEL INSTALLATION SHALL COMPLY WITH DIVISION 27 SPECIFICATIONS. FLOOR MOUNTED JUNCTION BOX 14. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 EQUIPMENT I I SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR. PROVIDE COORDINATION FOR THE NOTES: INSTALLATION OF THIS RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR. RACEWAY TECHNOLOGY DRAWING INDEX PEDESTAL MOUNTED JUNCTION BOX 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 15. THE SYMBOL LEGEND SHOWN ON THIS SHEET ARE ALL INCLUSIVE, SYMBOLS INCLUDED IN THE 2. OUTLET QUANTITY AND CONFIGURATION SHALL BE PER THESE DRAWINGS. FOR LOCATION EXISTING CONDUIT ABOVE HARD CEILING LEGENDS MAY OR MAY NOT BE USED IN THESE PROJECT DRAWINGS. T001 GENERAL INFO, LEGENDS & SHEET INDEX - TECHNOLOGY Yes T102 DEMOLITION PLAN - TECHNOLOGY Yes RELATIVE TO CASE WORK AND EQUIPMENT REFER TO ARCHITECTURAL ELEVATIONS. _ BETWEEN CEILING BOXES 16. EACH VOICEIDATA OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A T103 NEW CONSTRUCTION PLAN - TECHNOLOGY Yes SINGLE GANG PLASTER RING AND (1)1" CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE T4401 TECHNOLOGY - DETAILS Yes 3. WIRE ACCESS POINTS (WAP) SHALL BE PROVIDED BY THE OWNER AND INSTALLED BY THE CONDUIT CONCEALED ABOVE CEILING OR IN WALL THE FINISHED CEILING. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE PER SPECIFICATIONS STRUCTURED CABLING CONTRACTOR. SECTIONS 270528. T402 TECHNOLOGY - DETAILS Yes CONDUIT CONCEALED IN SLAB, UNDERGROUND OR - UNDERFLOOR 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 CONCEALED IN SLAB PAGING AND BACKGROUND MUSIC SYSTEM STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE PER SPECIFICATIONS SECTIONS 270528. - - - - - - CONDUIT EXPOSED CONDUIT TURNING UP 18. ALL BONDING AND GROUNDING ELEMENTS UTILIZED FOR STRUCTURED CABLING SYSTEM SHALL BE IN (D CEILING MOUNTED SPEAKER - �� COMPLIANCE WITH SPECIFICATION SECTION 270526. X Y X-Y: X DENOTES FLOOR CONDUIT TURNING DOWN 19. INSTALLATION OF CATEGORY 6 UTP CABLE, COAX CABLE AND FIBER OPTICS CABLE SHALL BE IN Y DENOTES SUBZONE -0 COMPLIANCE WITH SPECIFICATION SECTION 271000. CABLE INSTALLATION AND TERMINATIONS THAT WALL MOUNTED SPEAKER - DO NOT COMPLY SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL LOST. X-Y X-Y: X DENOTES FLOOR CONDUIT STUB 20. FOR SPACES WITH HARD CEILING PROVIDE CONDUIT FROM THE JUNCTION BOX SHALL BE Y DENOTES SUBZONE CONDUIT CONTINUED CONTINUOUS TO THE CORRIDOR GABLE TRAY, OPERATING ROOMS FOR EXAMPLE. VC CEILING SPEAKER VOLUME CONTROL 21, STRUCTURED CABLING FOR VOICEIDATA SERVICES WILL BE PROVIDED BY AN OWNER APPROVED FLEXIBLE CONDUIT VENDOR, NOT THE ELECTRICAL CONTRACTOR. NOTES: ' 22. ALL RACEWAY SYSTEMS SHOWN TO SUPPORT THE INSTALLATION OF THE DIVISION 27 CABLING SHALL 1. AUDIONISUAL DEVICES AND EQUIPMENT ARE SHOWN FOR �--- GROUND OR GROUND ROD AS NOTED BE PROVIDED BY THE ELECTRICAL CONTRACTOR WITH THE EXCEPTION OF INCIDENTAL SLEEVES AND THE RACKS AND LADDER RACK WITHIN THE TELECOMMUNICATIONS ROOM. THESE RACEWAY REFERENCE ONLY AND WILL BE PROVIDED BY THE OWNER. SYSTEMS SHALL BE INSTALLED PER DIVISION 27 SPECIFICATIONS. 2. THE RACEWAY SYSTEMS NOTED FOR THE AV EQUIPMENT 0 SLEEVE TURNING UP INSTALLATION SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND INSTALLED PER DIVISION 27 SPECIFICATIONS. SLEEVE TURNING DOWN 3. SPEAKERS AND CABLING SHALL BE PROVIDED BY THE STRUCTURED CABLING CONTRACTOR. _ _.-..,,_..,.....,.. 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 3 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. 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cent. Nos. MC001886 * IB26000956 5620 * LCC000210 * GB238 ®GINEEROING TLCE Wgydght N19 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 COA 15 P 407,641.9050 yw,tic-engineers.com TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 No 66504 STA E OF Ai l REVISIONS NO. DESCRIPTION DATE -f DATE ISSUED: 12111/2019 REVIEWED BY: CVO DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: GENERAL INFO, LEGENDS & SHEET INDEX - TECHNOLOGY SHEET ID: T001 PROJECT STATUS: CONSTRUCTION DOCUMENTS J* UJI 0 v Z W J t� S. Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 61 " 1" 1 1/2" SCALE 0 6" 1" 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2" 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 A C B A N DEMOLITION PLAN - TECHNOLOGY SCALE: 1/4" = 1'-0" KEY PLAN - LEVEL 2 Qj SCALE: N.T.8, TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cent. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLC`ENGINEERING SOLUTION GCopyri0ht2019 255 S. Orange Avenue suite 1600 COA 15 Orlando, FL, 32801 www.Ha-ongineers.com P 407.841.9050 TLC No.:119469 THANK. LISTEN. CREATE. PROJECT TITLE: AdventHeaith - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 ��`,M�OP H EJ?I 1jil111111 tii N •"'irk ✓ NO 66504 -0 ; cc ., :'A STATE F 00. ,. trirrrr `�`` U REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: CVO DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504-0253-000 0 2010 RS&H, INC. SHEET TITLE: DEMOLITION PLAN - TECHNOLOGY SHEET ID: T102 PROJECT STATUS: CONSTRUCTION DOCUMENTS W C fJ W :3 0 =y Copyright 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 u C B A 2 a r- 0 M 7 NEW CONSTUCTION PLAN - TECHNOLOGY 1 SCALE: 1/4" =1'.0" KEY PLAN - LEVEL 2 a Q SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cart. Nos. MC001886 * IB26000956 5620 * LCC000210 * G8238 ENGINEERING SOLUTION ,AJTLC ®CopyrightMg 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 WWtic-engineers.00m P 40T841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 -00Op HER jiltot�� ...,, O i� N5 V:• No 66504 ••'� r -53 STATE LF ONA44/ REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: CVO DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - TECHNOLOGY SHEET ID: T103 PROJECT STATUS: CONSTRUCTION DOCUMENTS S W to 1— Z W J Ci Q 5 Copyright 0 2019. This drawing Is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the I 3" SCALE 0 3" 6" 1' expressed written consent of this corporation is prohibited. All rights reserved. 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' J kl �1 s'^.k; W':�' r4 FM ,Aft 114 E PROJECT DESCRIPTION Executive Summary The scope of work includes a build out of (2) Operating Rooms, a sub -sterile work room, a fire rated storage room, and a scrub alcove within the existing shell space of the AdventHealth Zephyrhills 2nd floor. Project Type Level 2 Alteration - Existing 1-2 Occupancy Project Size The total area is approximately 1,573 Gross Sq. Ft. F 9 AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 CONSTRUCTION DOCUMENTS AHCA CLIENT CODE/FILE-PROJECT SUB. NUMBER: 23/100046-122-1 12/11/2019 SHEET INDEX Current Revision SHEET NUMBER SHEET NAME Current Revision Date 301 E. Pine Street, Suite 350 00-GENERAL Orlando, Florida 32801 G000 COVER 407-893-5800 Fax 407-264-6624 G001 PROJECT INFORMATION G002 GENERAL NOTES G003 GENERAL DETAILS AND ACCESSIBILITY o3-STRUCTURAL www.rsandh.com S001 GENERAL STRUCTURAL NOTES�OMPLY WITH S101 LOW ROOF/ 3RD FLR FRAMING PLAN ALL WO ODE AND STANDARDS FL B0005620Cert. Nos. L CC000210 B G B238 56 S201 SECTIONS & DETAILS NFFA C 04-ARCHITECTURAL A100 LIFE SAFETY PLAN 1 1/08/2020 A101 SMOKE COMPARTMENT LIFE SAFETY PLAN 1 1/0812020 A102 DEMOLITION PLAN 1 1/08/2020 A103 NEW CONSTRUCTION PLAN 1 1/08/2020 A104 REFLECTED CEILING PLAN 1 1/08/2020 �ryENGINEERING A105 EQUIPMENT PLAN A401 ENLARGED PLANS ELEVATIONS & DETAILS CITY OF ZEP 'gSTY EMMINE . ® L v T I O N S, A501 PARTITION & MILLWORK DETAILS VIRE AND LIFE A601 DOOR SCHEDULE AND FINISH LEGEND Suite S. Orange Avenue Suite 1600 A602 FINISH PLAN, LEGEND & DETAILS 1 1/0812020 Orlando, Florida 32801_ ` T 05-FIRE PROTECTION Phone: 407-841-905 FP001 GENERAL FIRE PROTECTION INFORMATION Fax: 407-540-0234 FP103 NEW CONSTRUCTION PLAN - FIRE PROTECTION www.tic-engineers.com 06-PLUMBING Pool GENERAL PLUMBING INFORMATION P100 DEMOLITION PLAN - PLUMBING P101 DEMOLITION PLAN - MEDICAL GAS P102 NEW CONSTRUCTION PLAN - GRAVITY P103 NEW CONSTRUCTION PLAN - GRAVITY ALT, ALL WORK SHALL `.� P104 NEW CONSTRUCTION PLAN -PRESSURE CODES F COMP P105 NEW CONSTRUCTION PLAN - PRESSURE ALT. NA7 /O LORIDA BUILDING COD pRE�AIL►NG P106 NEW CONSTRUCTION PLAN - MEDICAL GAS AND 7-HE ELECTRICCoo, E, P107 NEW CONSTRUCTION PLAN - MEDICAL GAS ALT. ORDINANCES OF ZE H BRILLS P201 PLUMBING DETAILS P202 PLUMBING DETAILS �V P301 PLUMBING RISER DIAGRAMS 07-MECHANICAL M001 GENERAL INFORMATION - HVAC M102 DEMOLITION PLAN - HVAC M103 NEW CONSTRUCTION PLAN - HVAC — M104 NEW CONSTRUCTION PLAN - HVAC ALTERNATIVE M115 NEW CONSTRUCTION PENTHOUSE PLAN - HVAC ALT. M203 NEW CONSTRUCTION PLAN -PIPING M204 NEW CONSTRUCTION PLAN - PIPING ALTERNATE M301 SCHEDULES - HVAC M302 SCHEDULES - HVAC ALTERNATIVE KRLSwG 01 CIAl', �J M401 DETAILS - HVAC M402 DETAILS - HVAC M403 DETAILS - HVAC M501 CONTROLS - HVAC ALTERNATIVE 08-ELECTRICAL E001 ELECTRICAL LEGEND E002 ELECTRICAL ONE -LINE DIAGRAM 1 1/08/2020 E100 OVERALL PLAN - ELECTRICAL E102 DEMOLITION PLAN - POWER E103 NEW CONSTRUCTION PLAN - POWER 1 1/08/2020 E104 ROOF PLAN - ELECTRICAL - ADD ALTERNATE E203 NEW CONSTRUCTION PLAN - LIGHTING 1 1108/2020 E301 PANEL SCHEDULES 1 110&2020 E302 PANEL SCHEDULES 1 1/08/2020 09-TECHNOLOGY Tool GENERAL INFO, LEGENDS & SHEET INDEX - TECHNOLOGY T102 DEMOLITION PLAN - TECHNOLOGY T103 NEW CONSTRUCTION PLAN - TECHNOLOGY T401 TECHNOLOGY - DETAILS 504mO253mOOO T402 TECHNOLOGY - DETAILS 2019 © RS&H, INC. 2 I 3 I 4 f." M I A A & AND MATL. MATERIAL VIEW TITLE LEVEL HEAD @ AT MAX. MAXIMUM 0 DIAMETER MECH MECHANICAL MEP MECHANICAL, ELECTRICAL & PLUMBING n _ _ A.B. ANCHOR BOLT MFGR. MANUFACTURER '/ SCALE: ? A/C AIR CONDITIONER MGR. MANAGER ACT ACOUSTICAL CEILING TILE MIN. MINIMUM ADJ ADJUSTABLE MISC. MISCELLANEOUS ROOM TAG ROOM TAG W/AREA AFF ABOVE FINISHED FLOOR M.O. MASONRY OPENING A.F.S. ABOVE FLOOR SLAB MOD MODIFIED AHU AIR HANDLING UNIT MTL METAL ? ? ALUM ALUMINUM MWP METAL WALL PANEL ANOD. ANODIZED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NO. NUMBER APPROX. APPROXIMATE OR APPROXIMATELY N/A NOT APPLICABLE DETAIL SECTION WALL SECTION ARCH ARCHITECTURE, ARCHITECTURAL NFPA NATIONAL FIRE PROTECTION ASSOCIATION AVG AVERAGE N.I.C. NOT IN CONTRACT A.W.I. ARCHITECTURAL WOODWORK INSTITUTE N.T.S. NOT TO SCALE ? ? B.H.M.I. BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC. O.C. ON CENTER ? BIM BUILDING INFORMATION MODELING O.D. OUTSIDE DIAMETER BLDG, BUILDING OFCI OWNER FURNISHED CONTRACTOR INSTALLED BM. BEAM OPG OPENING BUILDING SECTION CALLOUT HEAD & REGION B.O. BOTTOM OF OPP. OPPOSITE B.U.R. BUILT-UP ROOFING OSHA OCCUPATIONAL SAFETY AND HEALTH ACT 7 OVHD OVERHEAD CENTERLINE ? ? ? O.T.S. CENTERLINE OF TENANT SEPARATION PDU POWER DISTRIBUTION UNIT ? ? ? C.J. CONTROL JOINT P.LAM. PLASTIC LAMINATE — — — — -� CLG. CEILING PLYWD. PLYWOOD CLR. CLEAR PNL. PANEL DOORTAG WINDOW &LOUVER TAG CLO. CLOSET PR. PAIR CMU CONCRETE MASONRY UNIT PRE-FAB PRE -FABRICATED COL. COLUMN PSF POUNDS PER SQUARE FOOT 0 COLS. COLUMNS PSI POUNDS PER SQUARE INCH �•' CONC. CONCRETE PT PAINT, PRESSURE TREATED CONT. CONTINUOUS PVC POLYVINYL CHLORIDE WALL & CURTAIN WALL TAG REVISION TAG D.S. DOWNSPOUT Q.T. QUARRY TILE DIA. DIAMETER DR. DOOR R RADIUS DTL. OR DET. DETAIL R.A.F. RAISED ACCESS FLOOR E DWG. DRAWING R.A.G. RETURN AIR GRILLE RB RUBBER BASE EA. EACH RECEP. RECEPTION, RECEPTIONIST VIEW REFERENCE NORTH ARROW E.F.S. EXTERIOR FACE OF SHEATHING REF REFRIGERATOR, REFER, REFERENCE E.J. EXPANSION JOINT REINF REINFORCING, REINFORCEMENT N ELEC. ELECTRIC, ELECTRICAL REQ'D. REQUIRED MATCHLINE ELEV. ELEVATION REV. REVISED, REVISION - - - E.O.S. EDGE OF SLAB R.D. ROOF DRAIN SEE ?/? ENG. ENGINEER, ENGINEERING R.O. ROUGH OPENING E.P. ELECTRICAL PANEL EPDM ETHYLENE PROPYLENE DIENE MONOMER Sc SEALED CONCRETE EXTERIOR ELEVATION INTERIOR ELEVATION EQ. EQUAL SCHED. SCHEDULE EQUIP. EQUIPMENT SCW SOLID CORE WOOD E.R.D. EMERGENCY ROOF DRAIN SECT. SECTION E.T.D. ESTIMATED TRAVEL DISTANCE S.F. SQUARE FEET E.W.C. ELECTRIC WATER COOLER SFRM SPRAYED FIRE RESISTIVE MATERIAL EXIST. EXISTING S.G.P. SEMI -GLOSS PAINT EXP. EXPANSION, EXPOSED SQ. IN. SQUARE INCHES EXT. EXTERIOR SHT, SHEET +s , SHTS, SHEETS t r F.D. FIRE DAMPER, FLOOR DRAIN SIM. SIMILAR FDC FIRE DEPARTMENT CONNECTION SPECS SPECIFICATIONS 1-HOUR RATED WALL 2-HOUR RATED WALL FDN. FOUNDATION S.S. SERVICE SINK FE FIRE EXTINGUISHER STC SOUND TRANSMISSION CLASS FEC FIRE EXTINGUISHER CABINET STD. STANDARD F.F. FINISHED FLOOR STL. STEEL F.F.E. FINISHED FLOOR ELEVATION STOR. STORAGE FHC FIRE HOSE CABINET STRUCT STRUCTURAL, STRUCTURE FIN. FINISH, FINISHED SUSP, SUSPENDED 3-HOUR RATED WALL SMOKE RATED WALL FLR, FLOOR SQ. SQUARE F.O. FACE OF F.O.B. FACE OF BRICK T&G TONGUE & GROOVE F.O.P. FACE OF POST TEL. TELEPHONE art o r t ®d [ e ®k� ®I■A FT. FEET TG TEMPERED GLASS FTG. FOOTING T.O.STL. TOP OF STEEL F.V. FIELD VERIFY T.O.B. TOP OF BRICK, TOP OF BEAM FRP FIBER REINFORCED PANEL T.O.S. TOP OF STEEL, TOP OF SLAB BATT INSULATION CONCRETE T.O.SH. TOP OF SHEATHING GA. GAUGE T.O.W. TOP OF WALL a GALV. GALVANIZED TYR TYPICAL GBF GYPSUM BOARD FURRING GL. GLASS U.L. UNDERWRITERS LABORATORIES G.P. GLOSSY PAINT U.O.N. UNLESS OTHERWISE NOTED GYP, GYPSUM GRAVEL EARTH GWB GYPSUM WALL BOARD VCT OR VT VINYL COMPOSITION TILE VB VAPOR BARRIER HB HOSE BIBB VDC VIRTUAL DESIGN & CONSTRUCTION HDW HARDWARE VERT. VERTICAL HGT. OR HT. HEIGHT VR VIRTUAL REALITY�t"- HKS HOOKS HM HOLLOW METAL WI WITH HORIZ. HORIZONTAL W.C. WATER CLOSET EXPOSED & FINISHED WOOD TRIM GYPSUM 1 PLASTER HVAC HEATING VENTILATION & AIR CONDITIONING WCO WALL CLEANOUT WMP WIRE MESH PARTITION I.D. INSIDE DIAMETER WD WOOD I.F.S. INTERIOR FACE OF STUD WWF WELDED WIRE FABRIC i.e. THAT IS, SUCH AS IN. INCH, INCHES YD. YARD INSUL. INSULATION MASONRY - CONCRETE BLOCK MASONRY - BRICK INT. INTERIOR JT. JOINT JAN. JANITOR r JST. JOIST K.P. KICK PLATE PLYWOOD RIGID INSULATION LAM, LAMINATE LAV. LAVATORY LB. POUND LDG. LANDING LONG. LONGITUDINAL LT. LIGHT LTG. LIGHTING STUCCO) E.LF.S. STEEL LRV. LOUVER LVT LUXURY VINYL TILE LVP LUXURY VINYL PLANK Copyright @ 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' APPLICABLE CODES - AHCA GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF HOSPITALS AND OUTPATIENT FACILITIES 2014 EDITION. F.A,C. 69A-60 F.A.C. 69A-3.012 APPLICABLE CODES 2017 FLORIDA BUILDING CODE (FBC): BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): EXISTING BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): MECHANICAL (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): PLUMBING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): ACCESSIBILITY (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): TEST PROTOCALS (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): FUEL GAS (6TH EDITION) 2017 NATIONAL ELECTRICAL CODE 2017 FLORIDA FIRE PREVENTION CODE 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 110, EMERGENCY & STANDBY POWER 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 99, HEALTH CARE FACILITIES CODE 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, FIRE ALARM 2017 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, ELECTRICAL 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, SPRINKLERS SUMMARY INTERIOR RENOVATION TO EXISTING HOSPITAL SHELL SPACE - LOCATED ON THE 2ND FLOOR - OCCUPANCY CLASS INSTITUTIONAL GROUP, 1-2 (FBC, SECTION 308) CHAPTER 19, EXISTING HEALTHCARE OCCUPANCIES (NFPA 101) CHAPTER 18, HEALTHCARE OCCUPANCIES (NFPA 101) CONSTRUCTION TYPE - (EXISTING; NO CHANGE) TYPE IB, SPRINKLERED PER TABLE 601 (EXISTING - NO CHANGE) BUILDING HEIGHT - (EXISTING: NO CHANGE) AREA OF WORK IN SCOPE: 1-2 INSTITUTIONAL 1,573 S.F. (GROSS) OCCUPANCYLOADS IN SCOPE: 1,573 GROSS SQ. FT. SEE OCCUPANCY AND EGRESS CHART, SHEET A100 (EXISTING - NO CHANGE) EGRESS WIDTH SEE EXIT TABULATION CHART, SHEET A100. FIRE PROTECTION THE BUILDING IS FULLY SPRINKLERED PER NFPA 13. SEE GENERAL FIRE SPRINKLER NOTES, SHEET G002. THE BUILDING WILL CONTAIN A FIRE ALARM SYSTEM CONSISTING OF HORN/STROBES PER NFPA 72. PORTABLE FIRE EXTINGUISHERS WILL BE PROVIDED PER NFPA 10. G.C. SHALL PROVIDE FIRE EXTINGUISHERS DURING CONSTRUCTION PER 2010 FFPC. TRAVEL DISTANCES (PER TABLE 1016.1) MAXIMUM ALLOWABLE TRAVEL DISTANCE IS 200 FT. MAXIMUM PROVIDED TRAVEL DISTANCE IS 174 FT 5 IN, MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL IS 75 FT. MAXIMUM PROVIDED COMMON PATH OF TRAVEL IS 41 FT 2 IN. 3/8" SCALE 1 Rol PROJECT SITE Dade City North Green Swamp Atilderness Dade City Preserve �2) St Leo sz s �'so� Colt Creel ?? State Park it ~ RicMand `jAdv thlealth Zephyrhllls Oephyrhills North stey I South Upper Zephyrhllls Hillsborough Preserve Leplayrhills South a�) 00, Crystal Springs � iueen Grill 2 Chill 0,11 Panera Bread - PROJECT SITE Gr;:nd Reserve ;a' At Zephyrhill4�r s ,. fir, ipz,nialr 7raily Blvd AdventHealth Zephyrhlllrr , 0 a ti 0 Florida Pain Medicine CREATION health Wellness Center Aibr HirPgr, u,!e Pawn Max aaata,gilil+y Rd � rlt,t,ghdcrq red . Say Area Injury Rehabilitation Specs tro by I -Mobile Zephyrhills Eye Institue Akumin Radiology (Perich Eye Center) 9 eri Wash East Pasco > Zephyrhilks Fire \PA Auto f-) Department Station 7 iAM279 `I'' Fiesh Cquiltry Care Select Physical Therapy Elks Lodge ZephyrhillsCirema'IU t r w era Cc r6i w Slav Lynn ct N PROJECT ADDRESS: TRUE NORTH 7050 GALL BLVD. ZEPHYRHILLS, FL 33541 ARCHITECT RS&H, INC. 301 E. PINE ST. SUITE 350 ORLANDO, FL. 32801 PHONE: (407) 893-5800 1/4" SCALE 4' 0 2' 4' 8' M./E./P. ENGINEER TLC ENGINEERING FOR ARCHITECTURE 255 S. ORANGE AVENUE #1600 ORLANDO, FLORIDA 32801 PHONE: (407) 841-9050 1/8" SCALE 8' 0 4' 8' 16' r 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ^S0LU T 1 0 N S PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT AdventHealth PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 F�4 P. ..R i "�NTYLFR/.yO'� AR 99970 ED ARc. SIGNATURE n n;- LN DATE I REVISIONS DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 @ 2019 RS&H, INC. SHEET TITLE: PROJECT INFORMATION SHEET ID: BLDG. ID G001 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 5 r U C A 1. COMPLY WITH NEW CONSTRUCTION AND RCP REQUIREMENTS OF THE GENERAL NOTES IN THIS SET OF DRAWINGS WHICH ALSO APPLY TO THE DEMOLITION FLOOR PLANS. 2. THE DEMOLITION DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS PROVIDED TO THE ARCHITECT/ENGINEER BY THE OWNER, AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. PRIOR TO PROCEEDING WITH ANY WORK, VERIFY THE ACCURACY OF THESE DRAWINGS IN COMPARISON TO EXISTING FIELD CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS. 3. EXISTING -TO -REMAIN PARTITIONS, DOORS, WINDOWS, PLUMBING FIXTURES, CASEWORK, EQUIPMENT, ARE "SCREEN -BACK" ON DEMOLITION PLANS. ITEMS TO BE REMOVED ARE INDICATED BY DASHED LINES. 4. REMOVE EXISTING CONSTRUCTION AS INDICATED. WALL REMOVAL INCLUDES MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATIONS AND SECURITY SYSTEMS CONTAINED THEREIN. REMOVE DOORS, CASEWORK, WINDOWS, FRAMES, FINISHES, FIXTURES AND THEIR ATTACHMENTS AS INDICATED. 5. REFER TO MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL DRAWINGS FOR DEMOLITION OF UTILITIES. 6. AT PARTITIONS, FLOORS AND ROOFS WHICH ENCLOSE THE CONSTRUCTION AREA VERIFY THAT THE EXISTING CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DAMPERS, DUCT PENETRATIONS, DOORS, WINDOWS AND FRAMES, MEETS THE FIRE, SMOKE AND SOUND ASSEMBLY RATINGS DESIGNATED ON THESE DRAWINGS. NOTIFY THE ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE DISCOVERED. AS DIRECTED, MAKE REPAIRS AND/OR MODIFICATIONS NECESSARY TO BRING THE EXISTING CONSTRUCTION UP TO THE INDICATED FIRE, SMOKE AND SOUND ASSEMBLY RATINGS. 7. EXECUTE DEMOLITION WORK IN CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL AUTHORITIES HAVING JURISDICTION. 8. BRACE EXISTING STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION 9. DO NOT CUT STRUCTURAL ELEMENTS IN ANY MANNER THAT MAY RESULT IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. NOTIFY THE ARCHITECT IN WRITING OF ALL STRUCTURAL CUTS PRIOR TO EXECUTION SO THAT APPROVAL CAN BE OBTAINED IN ADVANCE FROM THE ARCHITECT. 10. WHEN HAZARDOUS MATERIALS ARE FOUND, STOP WORK AND IMMEDIATELY NOTIFY THE OWNER AND THE ARCHITECT IN WRITING, REMOVAL, DISPOSAL, AND REPLACEMENT OF HAZARDOUS MATERIALS IS THE SOLE RESPONSIBILITY OF THE OWNER. 11. COORDINATE ALL ICRA REQUIREMENTS WITH THE OWNER. 12. COMPLETE DEMOLITION WORK OUTSIDE THE AREA OF CONSTRUCTION WITH ISOLATED PORTABLE "DUST -BUGGIES" OR WORK BOOTHS. 13. REMOVE ALL ABANDONED ABOVE CEILING EQUIPMENT INCLUDING BUT NOT LIMITED TO, MOUNTED HANGER WIRES, SUPPORT BRACKETS, HANGER RODS, AND MOUNTING STRAPS. 14. IN ACCORDANCE WITH NFPA 51 B AND NFPA 601, OBTAIN A HOT WORK PERMIT PRIOR TO BEGINNING ANY WELDING, CUTTING, BRAZING, GRINDING OR OTHER ACTIVITIES THAT GENERATE SPARKS CAPABLE OF CAUSING COMBUSTION. 15. AS REQUIRED BY NFPA 30, CHAPTER 22, REMOVE ALL FLAMMABLE ITEMS, INCLUDING BUT NOT LIMITED TO COMPRESSED AIR AND GAS CANS OR CYLINDERS I.E. BRAZING, ACETYLENE, PROPANE TANKS, PAINT CANS, LUBRICANTS, ETC. FROM THE JOB SITE WHEN THE PROJECT HAS BEEN VACATED BY CONSTRUCTION PERSONNEL FOR THE DAY AND DURING ANY TIME THE FIRE ALARM SYSTEM AND FIRE SUPPRESSION SYSTEM ARE INACTIVE. GENERAL NOTESFOR LIFE SAFETY FLANS. 1. THE EXISTING LIFE SAFETY PLANS WERE PROVIDED TO THE ARCHITECT BY THE PROPERTY OWNER. RS&H, INC., TAKES NO RESPONSIBILITY FOR THEIR ACCURACY. RS&H HAS REVISED ONLY THAT AREA WITHIN THE SCOPE OF WORK. 2. THE LIFE SAFETY PLANS ARE "DIAGRAMMATIC ONLY". THEIR PURPOSE IS TO REPRESENT THE LIFE SAFETY COMPONENTS FOR THE PROJECT AS INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT, ELECTRICAL ENGINEER, ETC. USE THE CONSTRUCTION DOCUMENTS, NOT THE LIFE SAFETY PLANS, FOR THE IMPLEMENTATION OF THE REQUIRED LIFE SAFETY COMPONENTS INTO THE PROJECT. 3. ADVISE THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY LIFE SAFETY COMPONENT THAT IS SHOWN ON THE LIFE SAFETY PLANS BUT HAS NOT BEEN INCLUDED IN THE CONSTRUCTION DOCUMENTS PREPARED BY THE ARCHITECT, ELECTRICAL ENGINEER, ETC. 4. FIELD VERIFY THAT THE REQUIRED VISIBILITY FOR EACH INDIVIDUALLY INSTALLED EXIT LIGHT IS NOT IN ANY WAY DIMINISHED DUE TO VISUAL INTERFERENCE CAUSED BY ANY OTHER LIGHT FIXTURES, DEVICES, SIGNS, ETC. COORDINATE WITH THE REFLECTED CEILING PLANS, THE ELECTRICAL DRAWINGS, THE GRAPHICS DRAWINGS, ETC. 1. SUBMIT PLANS TO OBTAIN A SEPARATE PERMIT FOR THIS WORK. 2. COMPLY WITH THE CURRENTLY ADOPTED VERSION OF NFPA 13 3. ONLY A LICENSED CONTRACTOR EXPERIENCED WITH THIS TYPE OF WORK SHALL PERFORM WORK. 4. REUSE THE EXISTING SPRINKLER SYSTEM WHEN POSSIBLE. PROVIDE NEW HEADS AT LOCATIONS AS REQUIRED. 5. PROVIDE TEMPORARY FIRE PROTECTION OF BUILDING AS REQUIRED 6. PROVIDE SHOP DRAWINGS FOR ARCHITECT'S/ENGINEER'S REVIEW, INCLUDING PIPING, PROPOSED LOCATIONS, AND NEW SPRINKLER HEADS, AT ALL LOCATIONS. 7. RELOCATE AND/OR INSTALL SUFFICIENT HEADS IN ALL SPACES TO PROVIDE COMPLETE (100%) AUTOMATIC SPRINKLER COVERAGE AS DEFINED IN NFPA STANDARD 13, - FIRE SUPPRESSION AND AS SHOWN ON THE FIRE PROTECTION DRAWINGS. 8. DO NOT PAINT SPRINKLER HEADS OR CONCEALED SPRINKLER HEAD COVERS. REPLACE ANY SPRINKLER HEADS THAT ARE ACCIDENTALLY PAINTED WITH NEW ONES. 9. FOR SPACES WITH FIRE SPRINKLER HEADS AND WHERE TALL STORAGE IS ANTICIPATED (EITHER OWNER OR CONTRACTOR FURNISHED) PAINT A 1" THICK RED LINE ON THE WALLS AT 18" BELOW THE BOTTOM OF THE LOWEST SPRINKLER HEAD. PAINT OR INSTALL PERMANENT SIGNAGE ABOVE THE LINE, "STORAGE IS NOT PERMITTED ABOVE THIS LINE". 1. REPAIR ANY EXISTING FIREPROOFING OR RATED WALL ASSEMBLIES DAMAGED DURING DEMOLITION. REPAIRS MUST CONFORM TO THE ORIGINAL FIRE PROTECTION REQUIREMENTS. MAINTAIN THE INTEGRITY OF EXISTING RATED FLOORS, BARRIERS, AND ROOF ASSEMBLIES THROUGHOUT ALL PHASES OF CONSTRUCTION. CONTACT ARCHITECT TO PROVIDE TESTED ASSEMBLIES FOR REPAIRS. 2. WHERE DEMOLITION OF ITEMS RESULTS IN UNPROTECTED OPENINGS OR PENETRATIONS IN EXISTING FLOORS, WALLS, CEILING OR ROOFS, REPAIR OPENINGS AND PENETRATIONS AS REQUIRED TO MEET ORIGINAL FIRE PROTECTION, SOUND AND STRUCTURAL REQUIREMENTS. 3. SEAL ALL EXISTING AND/OR ABANDONED PENETRATIONS IN ACCORDANCE WITH THE APPROPRIATE U.L. DESIGN. 4. SUBMIT ALL MODIFICATIONS TO THE FIRE ALARM OR FIRE SPRINKLER SYSTEM, INCLUDING AUDIOVISUAL COMMUNICATION DEVICES TO THE CITY FOR SEPARATE PERMITTING. 5. STENCIL EACH "WALL/PARTITION/BARRIER" CLASSIFICATION IN RED LETTERS ABOVE THE FINISHED CEILING ON EACH SIDE OF ALL FIRE WALLS, RATED FIRE BARRIERS, RATED SMOKE BARRIERS, NON- RATED SMOKE PARTITIONS, ETC. 7. "LIMITS OF CONSTRUCTION" AND "SCOPE OF WORK" LINES SHOWN ON THE ARCHITECT'S PLANS APPLY ONLY TO THE LIMITS OF ARCHITECTURAL NEW CONSTRUCTION AND RENOVATION. SEE OTHER DISCIPLINES' DRAWINGS FOR THE LIMITS OF THE NEW CONSTRUCTION AND RENOVATION FOR THOSE DISCIPLINES. 8. EXISTING -TO -REMAIN ITEMS SUCH AS PARTITIONS, DOORS, WINDOWS, PLUMBING FIXTURES, CASEWORK, AND EQUIPMENT ARE "SCREENED -BACK" ON NEW CONSTRUCTION AND DIMENSION PLANS NEW ITEMS ARE INDICATED BY DARK SOLID LINES. REFER TO DEMOLITION FLOOR PLANS FOR EXTENT OF "EXISTING -TO -BE -REMOVED". 9. ITEMS ANNOTATED ON THE NEW CONSTRUCTION FLOOR PLANS WITH DASHED OR DOTTED LINES ARE OWNER FURNISHED ITEMS OR OVERHEAD ITEMS 10. DO NOT SCALE THE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, OBTAIN CLARIFICATION FROM THE ARCHITECT IN WRITING PRIOR TO CONTINUING WITH CONSTRUCTION. 11. DIMENSIONS SHOWN ON THE FLOOR PLANS ARE TO FACE OF STUD ON NEW PARTITIONS OR TO OUTSIDE FACE OF EXISTING WALLS. CRITICAL MINIMUM DIMENSIONS ARE INDICATED AS "MINIMUM", "CLEAR", OR "MINIMUM CLEAR". 12. CONSIDER THE THICKNESS OF THE SCHEDULED FINISH MATERIALS PRIOR TO CONSTRUCTING PARTITIONS SO THE REQUIRED "MINIMUM CLEAR" DIMENSIONS ARE MAINTAINED AFTER THE INSTALLATION OF THE FINISH MATERIALS. 13. REFER TO ENLARGED PLANS, WALL SECTIONS, INTERIOR ELEVATIONS, PLAN DETAILS AND SECTION DETAILS FOR DIMENSIONING NOT SHOWN ON FLOOR PLANS. 14. WHERE NEW PARTITIONS ARE ADDED TO EXISTING PARTITIONS, ALIGN NEW GYPSUM BOARD FACE WITH EXISTING ADJACENT WALL FACE. IF NECESSARY, OFFSET STUD LOCATION TO MAINTAIN GYPSUM BOARD ALIGNMENT. 15. REPLACE OR REPAIR EXISTING MATERIALS AND FINISHES INCLUDING BUT NOT LIMITED TO CEILING GRID, CEILING TILE, GYPSUM BOARD, DOORS, WINDOWS, FRAMES, OR WALL PROTECTION, WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION. 16. PROVIDE NEW GYPSUM BOARAD, OR PATCH AND REFINISH EXISTING WALL SURFACE IF DAMAGE HAS OCCURRED FROM REMOVAL OF OLD FINISH. PROVIDE SPECIFIED NEW FINISH ON WALLS. 17. BUNDLE TIE AND INDEPENDENTLY SUPPORT ALL NEW AND EXISTING LOW VOLTAGE CABLING ABOVE THE CEILING. GENERAL NOTES FOR REFLECTED CEILING FLANS: 1. COMPARE THE REFLECTED CEILING PLANS WITH ELECTRICAL LIGHTING, SYSTEMS, COMMUNICATIONS, MECHANICAL AND FIRE PROTECTION DRAWINGS. NOTIFY THE ARCHITECT IN WRITING OF ANY ERROR, INCONSISTENCY OR OMISSION THAT IS DISCOVERED. 2. CEILING MOUNTED EXIT LIGHTS ONLY ARE SHOWN ON THE REFLECTED CEILING PLANS. REFER TO THE ELECTRICAL DRAWINGS FOR LOCATIONS OF WALL MOUNTED EXIT LIGHTS. MOUNT CEILING MOUNTED EXIT LIGHTS NO LOWER THAN T-0" CLEAR AFF. 3. IF CEILING GRID OR CEILING TILES WHICH ARE NOTED TO REMAIN OR BE REINSTALLED ARE DAMAGED, REPLACED THEM WITH NEW MATERIAL THAT MATCHES THE EXISTING IN COLOR, MATERIAL, SIZE, AND PROFILE. IF THESE ITEMS CANNOT BE MATCHED, PROVIDE NEW GRID AND TILES FOR THE ENTIRE SPACE. OBTAIN APPROVAL FOR NEW MATERIAL FROM OWNER AND ARCHITECT IN WRITING, 4. REFER TO INTERIOR DRAWINGS FOR THE FINISH LEGEND AND SCHEDULE FOR PAINTED CEILINGS AND INTERIOR SOFFITS. PAINT HORIZONTAL SURFACES OR SOFFITS THE SAME COLOR AS THE VERTICAL SURFACES, UNLESS NOTED OTHERWISE. 5. CENTER RECESSED CAN LIGHT FIXTURES IN GYPSUM BOARD SOFFITS AND CEILING TILES, UNLESS NOTED OTHERWISE. ALIGN AND EQUALLY SPACE RECESSED CAN LIGHT FIXTURES IN A SERIES. 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS AND GOVERNING AUTHORITIES. 2. THESE DRAWINGS ARE ISSUED IN CONJUNCTION WITH THE PROJECT MANUAL OF THE SAME DATE, TITLE AND PROJECT NUMBER AND TOGETHER ARE REFERRED TO AS "CONTRACT DOCUMENTS." 3. CONTRACT DOCUMENTS ARE INCLUSIVE OF ALL DISCIPLINES DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION ACROSS ALL DRAWINGS. 4. THE EXTENT OF THE WORK SHOWN ON THE PLANS AND DETAILS REFLECTS THE BEST JUDGMENT OF THE ARCHITECT/ENGINEER. 5. FIELD VERIFY EXISTING CONDITIONS AND THE LOCATION OF ALL EXISTING UTILITIES, COMPARE THE INFORMATION TO THE CONTRACT DOCUMENTS PRIOR TO THE COMMENCEMENT OF ALL WORK. NOTIFY THE OWNER AND ARCHITECT IN WRITING OF DISCREPANCIES OR EXISTING CONDITIONS WHICH ARE ANTICIPATED TO HINDER OR PREVENT THE PROPOSED WORK. 6. PROTECT ALL EXISTING SITE ELEMENTS FROM DAMAGE DUE TO ALTERATION AND CONSTRUCTION OPERATIONS. REPAIR OR REPLACE ELEMENTS DAMAGED DURING THE PROJECT. 7. COORDINATE ANY REQUIRED UTILITY SHUT -OFFS DURING CONSTRUCTION WITH THE OWNER AND UTILITY COMPANY. PROVIDE A MINIMUM OF 72 HOURS NOTICE PRIOR TO COMMENCING WORK. 8. DETAILS SHOWN ARE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. 9. CONCEAL ALL FASTENERS AND FASTENING DEVICES IN FINISHED SPACES, UNLESS NOTED OTHERWISE. 10. SEAL PIPING, DUCTS, CONDUITS OR OTHER OPENINGS THAT PENETRATE FIRE RATED FLOOR SLABS, WALLS, CEILINGS OR ROOF ASSEMBLIES IN A MANNER THAT PRESERVES THE FIRE INTEGRITY OF THE ASSEMBLY. PROVIDE FIRE DAMPERS IN DUCTS PENETRATING FIRE -RATED ASSEMBLIES TO MEET THE APPLICABLE BUILDING CODES. 11. PROVIDE CONTINUOUS PERIMETER FIRE SAFING BETWEEN FLOORS. PROVIDE FIRE STOPS TO SEPARATE WALL CAVITIES FROM HORIZONTAL PLENUM AREAS. COORDINATE WITH THE EXTERIOR WALL SYSTEMS AND U.L. ASSEMBLIES. THE FIRE SAFING RATING SHALL MATCH OR EXCEED THAT OF THE FLOOR AND WALL CONSTRUCTION RATING. 12. THE FIRE OR SMOKE RATINGS NOTED ON THE DRAWINGS APPLY TO THE ENTIRE PERIMETER ENCLOSURE OF THE ROOM OR SPACE FOR THE FULL LENGTH AND HEIGHT OF AREAS BEING SEPARATED. EXTEND WALLS FROM FLOOR TO THE UNDERSIDE OF THE FLOOR OR ROOF DECK. 13. MAINTAIN THE FIRE -RATING NOTED IN THE DRAWINGS AROUND CABINETS, PANELS AND BOXES RECESSED IN A FIRE -RATED FLOOR, WALL OR CEILING ASSEMBLY. 14. INSTALL FIRE RATED CONSTRUCTION ELEMENTS PER THE MANUFACTURER'S PUBLISHED TEST ASSEMBLIES. SEAL JOINTS TO PREVENT THE PASSAGE OF SMOKE AND FLAME. 15. TO AVOID GALVANIC REACTION, ISOLATE DISSIMILAR METALS FROM EACH OTHER BY GASKETS OR COATINGS OR BOTH. 16, PIPE AND COLUMN FURRING SHALL BE HELD AS CLOSE TO THE ELEMENT AS POSSIBLE, UNLESS NOTED OTHERWISE. 17. THE ARCHITECT/ENGINEER'S SELECTION OF MATERIALS AND DETAILS DOES NOT RELIEVE THE CONTRACTOR FROM VERIFYING WITH THE MATERIAL SUPPLIERS THAT THE PROPOSED MATERIALS ARE CORRECT AND PROPER FOR THE INTENDED APPLICATION AND USE. 18. REINFORCE CONCRETE FILLS ABOVE STRUCTURAL SLABS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 19. WHERE AN ARCHITECTURAL FINISHED FLOOR IS PROVIDED WHICH REQUIRES A DEPRESSED STRUCTURAL SLAB, THE FLOOR ELEVATIONS ARE TO TOP OF FINISHED FLOOR. WHERE ARCHITECTURAL FINISHES ARE INTENDED FOR SURFACE APPLICATION, THE FLOOR ELEVATIONS ARE TO TOP OF STRUCTURAL SLAB. REFER TO STRUCTURAL DRAWINGS FOR LOCATION OF DEPRESSED SLABS. 20. UNLESS NOTED OTHERWISE, INSTALL REINFORCED CONCRETE PADS UNDER ALL FLOOR MOUNTED MECHANICAL AND ELECTRICAL EQUIPMENT. REFER TO DRAWINGS FOR THE EXTENT OF EQUIPMENT PADS. COORDINATE THE SIZE, THICKNESS AND LOCATION OF THE CONCRETE PADS WITH THE EQUIPMENT PROVIDER OR MANUFACTURER. 21. WHERE MATERIALS ARE APPLIED TO, OR ARE IN DIRECT CONTACT WITH WORK INSTALLED BY ANOTHER SUBCONTRACTOR, COMMENCEMENT OF WORK IMPLIES THE ACCEPTANCE OF THE SUBSTRATE AND EXISTING CONDITIONS AS SUITABLE FOR THE APPLICATION INTENDED. 22. CONSTRUCT NEW HORIZONTAL SURFACES LEVEL AND FLAT. CONSTRUCT NEW VERTICAL SURFACES PLUMB, UNLESS NOTED OTHERWISE. 23. ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS, PROVIDE BLOCKING IN WALLS, SOFFITS, AND CEILINGS RECEIVING SIGNAGE, COAT HOOKS, LOCKERS, MARKER BOARDS, TOILET ACCESSORIES AND OTHER MOUNTED ITEMS. 24. CONFIRM AND FIELD VERIFY DIMENSIONS TO COORDINATE WITH OWNER PROVIDED EQUIPMENT AND FURNISHINGS. 25. SUBSTITUTIONS OF MATERIALS MAY OCCUR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, AND ONLY IF AUTHORIZED BY THE ARCHITECT. 26. INSTALL ONLY MATERIALS THAT ARE NEW AND DELIVERED TO THE SITE IN GOOD CONDITION AND WITHOUT ANY DEFECTS. 27. ANY WORK NOT CONFORMING TO THE CONTRACT DOCUMENTS WILL BE REJECTED BY THE ARCHITECT OR THE OWNER. REMOVE AND REPLACE REJECTED WORK AT NO ADDITIONAL COST TO THE OWNER. 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620' LCC000210 * GB238 �S0I,-U TI0NS PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 u Q�� OF 17p.o TYL" GL O'y AR 99970 EREDA' SIGNATURE mm DATE REVISIONS DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: GENERAL NOTES SHEET ID: BLDG. ID G002 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 3" SCALE 0 3" 6" 1' 1 1 /2" SCALE 0 6" 1' 2' expressed written consent of this corporation is prohibited. All rights reserved. no I 3/8" SCALE ' 1 /4" SCALE 4' 0 2' 4' ' 1/8" SCALE 0 4' 81 16' 2 3 4 � ■ MAINTAIN PROPER DOOR MANEUVERING CLEARANCES, WHERE REQUIRED BY THE CURRENT FLORIDA ACCESSIBILITY CODE. G.C. SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY NOW COMPLIANT DOORS OR LEVEL CHANGES. D C A M 7t m 0 N O r• N GAS OUTLET $4_ 0 U? MEDICAL GAS OUTLET HEIGHT COMMON POWER DATA/ CLUSTER ISOLATEC GROUNC POWER OR TELEPHONE Do 8„ 8„ I I TYPICAL POWER GROUPING ABOVE & BELOW MILLWORK PROVIDE GROMMETS @ EACH GROUP WORK -SURFACE 4 I TYPICAL POWER GROUPING AT CREDENZAS OR COUNTERS WALL, VISUAL ALARM/ COLUMN OR OPENING - EDGE OF WALL STROBE - - - --- - ..,----- -VISUAL VISUAL � ALARM/ ALARM/ EQUAL EQUAL STROBE STROBE �6„ THERMOSTAT 7 - THERMOSTAT THERMOSTAT - LIGHTSWITCH ! \ - LIGHTSWITCH & DIMMERS N N co 00 - LIGHTSWITCH 00 & DIMMERS I (0 I b I CD TYPICAL POWER & SWITCH GROUPING BETWEEN DOORS, COLUMNS AND OPENINGS TYPICAL POWER & SWITCH GROUPING AT CORNERS TYPICAL MOUNTING HEIGHTS: PHONE/THERMOSTAT/SWITCH/ OUTLET / VISUAL ALARM LOCATIONS (FE) (FEC) 1'- 0 1/8" --, F- WO UU.0- LL LLn O W 0 W LL - O vi CO �F p CL m D�- v X N O C0 a0 ~ ti 2i CLz N "' O —' LL DRINKING DRINKING FOUNTAIN / ELECTRIC WATER WATER BOTTLE FILLER FIRE EXTINGUISHERS AND COOLER CABINETS GB-1 GB-2 CH1 M1 yay. `t l- (N J J ?l 1 �i Z� - zU u) Z� � UQ I- Q L N O CV 0 Q O LL n J M W (n I — O v W ¢ ¢ �) °o m m F Z s W m m w� v o70 0 LL Q CO. (D �SNV SND 0 Cl) N zW z Y w Y Cl) Zz W zC� Lu >_� �(/) z Z U)� Z I- U)o z 10) O X Of 0 W w W 07 z W CC W n w (n U) Nz p H W z° d (¢ d O o O z C0 O_ Q~ Q U rA n P 1 w PQ - U , LL J � P7 CV LL D W (n J W OU) �Z WW IL a. ao d 5'-0" DIA. U-TURN AND PASSING SPACES NOTE: Y=48" MIN. IF DOOR HAS A CLOSER PUSH SIDE DOOR CLEARAN x NOTE: 1 X=12" MIN. IF DOOR HAS \ BOTH A LATCH AND \ CLOSER PUSH SIDE DOOR CLEARANCE -------------------� I I I I I NOTE: X=36" MIN. IF Y=60" X=42" MIN. IF Y=54" PULL SIDE DOOR CLEARANCE w U Q w - w 5 W � J rrr � O _ . M O CO 8" MIN. KNEE CLEARANCE— O 6" MAX. TOE CLEARANCE DEPTH LAVATORY CLEARANCE PLAN AND ELEVATION PULL SIDE DOOR CLEARANCE 4'-6"MIN. r-----------� I I I I `" I I I I NOTE: Y=48" MIN. IF DOOR HAS BOTH A LATCH AND CLOSER PUSH SIDE DOOR CLEARANCE NOTE: Y=54" IF DOOR HAS CLOSER PULL SIDE DOOR CLEARANCE 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert, Nos. AAC001886 ` IB26000956 5620 * LCC000210 GB238 CSLU 11'0NS PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 .�� of Fto N W TYLE 'R�Q �P<< C�o 1_ 0 • — )i • N AR 99970 pC m c�sr�`RED ad Cn V — __3 U SIGNATURE j� C3 LU DATE LU O U REVISIONS z DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: GENERAL DETAILS AND ACCESSIBILITY SHEET ID: BLDG. ID G003 PROJECT STATUS: CONSTRUCTION DOCUMENTS N Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 6" 1' 2' 3/8" SCALE ' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8116' LIN CL u� am 0 0 N C� r expressed written consent of this corporation is prohibited. All rights reserved. — — — -- - — — _" -- P expressed written consent of this corporation is prohibited. All rights reserved. 6 expressed written consent of this corporation is prohibited. All rights reserved. MOWN 1 I 2 3 4 R I� C iA A 4'- 2" STAIR WIDTH • 50" / 0.3 = 190 OCCUPANTS rel AREAOFWORK I I. .+8iafl ox of • 8R p8i0aft.5 OR8 y°1F "✓ 9'� NEw / _ `�� �� , NENf V SUBS fiRRE EOaPMEM " y - - B B BaJfa e - �" eCRUB - � ' Al07JE �F pcxua ,/ .d „p` < ,,✓ A,^d ' LIP fEusvu nnl uuul IrlrVr - `',-..._• 19eLROCMi C<1 ,� /� /,. a>•----4�� ��rna■�r�4��� ���a�r■r■ �II(�``�. aEW &CRY ;y� \� IIIII I�)II11 ,IIIIIrl�:% RPSTmcTma2RRmoR - IV # IIII EaEPIj = IIII II O TRICL C FE [ PI I'SIElm, - � EQUIPMENT8(RSTERRE ALCOVE = O.R.B - tz_ - II111NG! LVEL LO6 H SURNE, FIX BED2 [°. C FE suxsmNtE > GJfGBDCR : NECICVING 3 e % = TILT L "I G 0R9 o BOIK €TORACS BE03 „ K KFAS NURSESSTATION oIIRI � if EOUPMEN7 U OR lREBiPoCt€DWRRIOOR « aeon (j IV Itl O = .�. <' � _ aRThp O.q.2 FE IJ t" � orncr arrlce o'rr(cE FEx - FE - Nrncr IIIILJIII r (� rMH FXNo$ , - C'V FE H E�> MI TOILET a �D �`�( o ; ` 21 SURGERY '� <�. BmmEax+E.Izz _ - • �IplaNB `/ RESTRIC(EONRflI00R / ��[ - ,•.• - (IIII VI 111 Ir Ial Noe €exult RN&sTERILE PRnRMAGIRTR,. BED 19 � � - A (; NJRBE <ifDT G--\ IULCI lOnCi C`�) 6TPT(MI Laxr�E �!' r IIII � "� �% �• ERA 1s -ry - /� q\ • r"''i` "^ MEN', LX.KrR 01 REININGCARIT O FEV BEDS 0 - - TaLEr - LYOR2 VI ElNon 1= MEa4 gaoM /� III-�I I - - FFt -I ELEVAT V FE \' HNrN/ IlN:KER waMrN ncxcx orelc¢ _ ,) III /.. •� F;; , BED 10 1- _ FE .._ - Cpl fx� � •• -- r � eEDm SCOPE . •.. .' NC o aED 11 MEE1 \ `f� 1NrVEW WRAIWR i• /� BED 1s \'/ 1.OM ST�',• \C FEC. RO� /A r\4 ® .----• = ` AFFLWNCE H. _ /y _ / 41 �► IaI ■I E No12 \ MArOR �� _ IEVATdi LOBBY _ ( 0I IN I a •■ �� =J oOomw IEX� YiCT u VA7RKR001.1 - \1J/� OIL]Illlillllllll IIII DPI �„ FE m H M _ IROO. C ❑ H Pn'rIFNt RnnM n"m = ` F - R 3'- 8" STAIR WIDTH PR""'4 44 / 0.3 = 147 OCCUPANTS = PgEM4}R00612 PPEA'OBT RCtlYB PNFRCaiRWM4 PRFAi�TgOa4€ •WRSf STATKaI CCNFEAENCEROaA „ PATENT RDD BED 14 aOTATION O F,WIlYWV1NG i\ TOILET -- I111 II11 I. NVOLINCOM PRE -OP O o l r- 44" SINGLE DOOR F °�, 42" / 0.2 = 167 OCCUPANTS PATIENT AileM \--� I■-" r ----- -- PATICNT ROOM _ II CLEW SUPPLY {a •• f _ - a1 aJNSUIT 1aUEi O GEa4l1DIE� % _ P, I1CN 13M PRE/P087 ROOMS PRFRC&i qOW] PRDPOSL ROOMS PR-iRIX#A8 PflE�➢OBTROGM IO IIII III PRER09,ftWM 73 PRENOST g0pM 12 PRFROBT ROOM II N • IIII �IIIII TOILET idl L-. f A O H H 4WOR ■ ( ' FEC] = P R Mom^ O C BAN - fl - IIII Lill W H H H \j- 4 TOT -._ rl I<r IIIIIIU - �I / /VAM€MSCENTERNMIT.N. O- RO_�;':• bro_-1t5Cii_ _ '• _ - I_••I- - -.IN. K t314.11i :. ::' =LIn,_1 /v, /�,7J�/.�'(®L I-t 74"; H HL iaiLTOILETrl'.ELi- _-` /S PPEOPWITINO PATIfNi ROOM T L e8PANNI BOOM GNICI'I PATIENT Roots 'z_ _ ^- le -a ❑ I� �� � Y i » N ` J 36" SINGLE DOOR 34" / 0.2 = 170 OCCUPANTS IDTH proNOGR6 ---- 48" // 0 3TA 60 OCCUPANTS umS m I � II --- n II 'II°• r Ip►wA1/1wI w►1►.�w�w ��►�1/.'1►1w� ?: i,' tl a I - { I III II T - 8" STAIR WIDTH 0.3 = 147 OCCUPANTS 48" SINGLE DOOR ill 0.2 = 230 OCCUPANTS tl.L 14 Pauexf xoDN = nc - STA _...._ PAUENi NOON = = nr. 10 Roar cnxGPY - r r\ LaxR, ® ® r•, s311cG u III L TY a �a ni _ 48" SINGLE DOOR -- 44" / 0.2 = 170 OCCUPANTS 4'- 0" STAIR WIDTH 48" / 0.3 = 160 OCCUPANTS ma 4'- 0" STAIR WIDTH 48" / 0.3 =160 OCCUPANTS 36" SINGLE DOOR 34" / 0.2 = 170 OCCUPANTS r.DUR IYANU 0" STAIR WIDTH 48" / 0,3 = 160 OCCUPANTS - - - - - A,1 � IF I _.. , IIII) Illli Illlfl IIIII IIIII _-~ IIII IIIII ,,,Ill IIIII �� IIIII 5U3 N/` 5V0 N/" 9J3 N/c 36" SINGLE DOOR;,, `>� r FH_ sP 34" / 0.2 = 170 OCCUPANTS ` • Fk; H FEC � �I LJ I �- III III /� III 4I I'lk fi MIA PATIENT a3oM m �� ET um 24G3 - PDGi PAR iUM 241' POST PARTUM 140 POST PAAIIN ;I PARTUM 2418 I'U51'ANi M 3:16 POST PARTUM 2417 /•\ (T '� i 4 4 1'AIICNI NOON PATIENT R1111M III HL. PAi1rN" F'ODN 1'A IIENI AWN PATIENT ROOM `PgIIENI BOOM IIIIII nr '� �� O ToRncr ) sP. SP, L A. -I - I a A 6 7 f- CLEW RIPPLY / __ :✓ III _ ..._----- MED^ Lin/5PPLY STAIR III "x _ UFH[E �_..-....._� V� �.% .� l ZI I•,r 111 / AN \> IIIIiII II111111 IIIII IIIIII IIIII III11 !� ,: II IIIII IIIIII II11111111111 IIIIII IIIIII CORK 1 " III IIIII II II IIIII IIIIII (IIII 101, 2401 X "c ' : �:�.r K auEWiUIr�EN � FE� ACL-EzV ---• <; � �'s-'•�P nr. • „� , t l l l l i IIIIICI ORN III i FEC � IIIIII IIIIINI OTE 1 C i I t-jE lR CORPoWR : _ rAIAGr TRIO IIII CLGN Mr.3S Nn A '..•_ c III�I 11 ��`\/ n n _A - I <`> FEC ELEV ELV NURSERY CATHAMMRINO LOBBY �y�r�.ylJJ _- I9 A MECHL II 0.1 R PATIENT RNI1N VA I:ENI RUDM PAi1fNi RNOM PARENT iIOUM PATIENT ROOM FA NIxI NUOM 18A 2AOA - II11 tnrlcl ;�----_ III II IIIII II�R] ulu - - IIIII IIIII CAN u RDGr = nR La NCR. k I "� `\_>' ❑ (I LLEAry -_ PATIENT ROOM 10. FE - DFTICC /V _ -- `°�'• L l:\ - COMM GTN U&8 4J LOW AM 4J InLKf NS (fIP - t' . e � < • - PATIENT BOOM --"""- CUNRI)L NOURISH (MEZZANINE -•---_ tEl (�. OflCONeaT IJ 3q, 212407 �[ -' FE I1 wO, h - E IIII IIII Ir IIIIII II ('� �:_, IIIII Ilill� T T ' 1(201 SrEAIIECOPoUGOR LID I�I '�') ! _� U hh OJRBIDD2""", f OICiATf. -� NVNSE PATIENT RUDM c r CA V �.V��.L ., f.l OSrr ` a STAND - FEC r_. LJ <> 44" SINGLE DOOR �- uln a"' lrlr rl 42" / 0.2 = 147 OCCUPANTS OTORAGE°°NNDLD'_. EcaPME MEDS r GIN EOURE.1 COq OOq dMPoOOR STAPP H _ ,7 VE6116M GTN PRO EDURE-2 E \>JI a nt • 4' - 9" STAIR WIDTH SR wm ml, -- coN Ro R STORAGE _ ___. PAniNT x ,I IIIII IIIIII II 1IIIII- _ � 57" / 0.3 = 190 OCCUPANTS" - - pGIERRVOM ROL U Q PFPP I IT _- IIIII IIII wuxcE ° _ I' - (�(� n PATICNT ROOM I'A I¢xI R33N PAIIea ROOM Uj 11 .. GN ^ .. LOUNGE I■I F(C nrc. ILL .. -, GRnw PR < NU. I � 41 C�r CI RIOfiA " LN'FICE :/PATH Ofrll'r I: IRA.ix FE _ FE AMONG ._.. lei I .. FE III FFX 01 al■ X E C FFX 1r1 I� OgCL _..• \ MFCHANICO. KLEIN Rnnf uu3Grolnr xi EPt n. - �LL - L. PASSAGE oul, O ;TDAAflE F, DFIIGE PEN TAR HAHAM'44 SINGLE DOOR _�. RANK° 0 42" / 0.2 = 147 OCCUPANTS - _se Pis IV: T - 8" STAIR WIDTH CAT yv,, -,, SSnllf REF {> �F ..I pEFIGL 44" / 0.3 = 160 OCCUPANTS Bala IlfafrlHala4 Q❑ lei r{I- -•-� _. FE coni"! FE l}LLL ear, Mlsmr orncr COMPUTER <V) UAIA _., �.. LOOM ;h> PROf. (\ F®) GEFIEE _ kB uxlNurs'.r FFE UffILC LOUNGE J pf1ILE SKYLIG41iS ✓�\_j z z Z `III 1ANN1Y WIN u N 7 : I p� C - li 4 •II �I � I IIII.: I -1IqiI f �• B i �• , �1 I; 1 LIFE SAFETY PLAN - LEVEL 2 SCALE: 3/64" =1'-0" it • �� � � �:' 4 It® 11 ; It _ I SWA PE 48" SINGLE DOOR 46" / 0.2 = 230 OCCUPANTS 4'- 0" STAIR WIDTH 48" / 0.3 = 160 OCCUPANTS LIFE SAFETY LEGEND FE FIRE EXTINGUISHER FFC mm FIRE EXTINGUISHER CABINET r` FIRE HOSE CABINET & EXTINGUISHER CABINET FB FIRE BLANKET SMOKE DETECTOR ;n, HEAT DETECTOR t. -_ EXIT LIGHT T EXIT LIGHT WI DIRECTIONAL ARROW - C� FIRE ALARM CHIME FIRE ALARM MANUAL PULL STATION FIRE ALARM STROBE •5P T mm STAND PIPE _ - 9A CARD READER _ • u 2A SMOKE ZONE 44 EXIT ARROW / CLEAR WIDTH ETD EXIT TRAVEL DISTANCE CPT COMMON PATH OF TRAVEL - - - - BASE SCOPE OF WORK - - - DEDUCT ALTERNATE SCOPE OF WORK THE FOLLOWING REQUIREMENTS & REFERENCES NOTED ARE BASED UPON a. FULLY SPRINKLED BUILDING, AND b. EXISTING HEALTHCARE OCCUPANCY - 2009 NFPA 101, FLORIDA SPECIFIC EDITION C. 2007 NFPA 80 PW LIMITS OF SUITES OM (NFPA 101 PAR 19.2.5.7) ALL CORRIDOR WALLS ARE TO BE SMOKE TIGHT. GASKETING OF DOORS SHOULD NOT BE NECESSARY (NFPA 101 PAR A.8.4.3.4) (NFPA 101 PAR 19.3.6.3.1) SMOKE RESISTANT CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE (NFPA 101Par 19.3.6.3,1) ■ a. 20 MINUTE RATED 1311 CORE WOOD DOOR, FRAME AND WINDOWS ■ b. POSKfVE LATCHING REQUIRED (A19.3.6.35(1)) ■ c NON RATED PROTECTIVE PLATE ON DOORS, UNLINKED IN HEIGHT, ARE PERMITTED (1936.3.12) J. DOOR CLOSER NOT REQUIRED (19-3.6.3.11) ■ a. MAX 118"GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT ■ MEETING EDGES OF PAIR OF DOORS (NFPA806.3.t. ■ L MAX. 1"UNDERCUT FROM BTMOF DOORTO FINISH FLOOR (193.6.3.4) ® g PERIMETER WALLS OF AREAS OPEN T000IRIDORCONSTRUCTED TOMATCH ■ ■ CORRIDOR PARTITIONS AND CEILING (8.42) IT, FIRE OR SMOKE DAMPERS NOT REQUIRED (19374) ONE HOUR FIRE WALL ASSEMBLY (NFPA 1D1 Per 9.3.4.2) T r e. 314 HOUR RATED DOOR & FRAME (TABLE 83.4.2) b, SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (633.3) ® C. POSITIVE LATCHING REQUIRED (19.3.6.3.5f ■ d. NON RATED PROTECTIVE PLATE UP TO4W (19.3.2.1.4) ■ e. MAX118^GAP AT HINGE,WTCH&TOPONPULL610E (8.5.4.18NFPA806.3.1.7) FE f. MAX 3'4"ODOR UNDERCUT (NFPA804.8.4.1) Lin g. FIRE GLAZING SQE UMITEDTO AREATE6TED (NFPA 80 A.4.5) ® h. FIRE DAMPERS REQUIRED (8.3b.a1) ;a I. NO LOUVERS IN DOORS (84.33) TWO HOUR FIRE WALL ASSEMBLY (NFPA 101 Per 8.3.4.2) LN a, 1112 HOUR RATED DOOR & FRAME (TABLE 8142) ■ b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.3.3) c. POSITIVE LATCHING REQUIRED (19.3.6.35) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER THAN AB"ABOVE BOTTOM OFOOOR (19.3.2.1.A) e. MAX 118"GAP ATHINGE, LATCH & TOP ONPULL SIDE (8,5.4,1&NFPA8063.1.1, f. MAX 314"DOOR UNDERCUT (NFPAI.4.1) = g. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA804AL. rl h. 1112 HOUR FIRE DAMPER REQUIRED o I. NO LOUVERS IN DOORS (8.4.3.3) ONE HOUR FIRE/SMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 19-3,7) a. 20 MIN, RATED SOLID CORE WOOD DOOR OR STEEL DOOR & FRAME (TABLE 8.3,42) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.7811844.4) c. POSITIVE LATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS (19.3.7.8) d, NON RATED PROTECTIVE PLATE UNLIMITED IN HEIGHT IS PERMITTED (1S 3.7.6.1) a. MAX 1/8"GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS (8.5.4.1 & NFPA 806.3.1.71 f. EXISTING ASTRAGALSSHALLREMAIN g. MAX 3/4"DOOR UNDERCUT (NFPA804.84.1) h. FIREGLAZJNGSZELIMITED TOAREA TESTED (NFPA604.4.5) 1, FIR&SMOKE DAMPER($) REQUIRED (85.5,2) I. NO LOUVERS IN DOORS (8.413 TWO HOUR FIREISMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 19.3.7) a. 1112 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) r b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.7811,8.&4.4) POSITIVE LATCHING REQUIRED 19.3.7.8 - d, RATED PAOTECTNE PLATE REQUIRED IFTOPOF PLATE IS GREATER ' r■_I THAN 16" ABOVE BOTTO I OF DOOR (NFPA806.4.5) ■ e. MAX 118")AP AT HINGE,LATCH &TOP ONPULLSIDEOFSINOLEOOORS ■ AND AT MEETING EDGES OF PAR OF DOORS (8.5.4.t8NFPA 806.3,1.7) L EXISTING ASTRAGALS SHALL REMAIN r 9. MAX 314"DOOR UNDERCUT (NFPA604.8.4.1) - I.FIRE GLAZING SIZE. LIMITED TO AREA TESTED (NFPA8044.5) ■ 1. FIREISMOKE DAMPERS) REQUIRED (6.5.52) N0LOUVERSIN000RS (84.3_3),,,.J' EXIT TABULATION - SECOND FLOOR SMOKE COMPARTMENT OCCUPANY TYPE OCCUPANTS EXIT WIDTH ZONE AREA SQ. FT. NUMBER INCHES REQ. PROV. 2A 18,417 830 TREATMENT PATIENT SLEEPING 240 120 77 7 0.3 0.2 23.1 1.4 44 2B 19,116 TREATMENT 240 80 0.3 24.0 88 2C 4,594 PATIENT SLEEPING 120 39 0.2 7.8 40 2D 13,307 7,903 PATIENT SLEEPING TREATMENT 120 240 111 33 0.3 33.3 9.9 41 2E 5,931 2,849 PATIENT SLEEPING TREATMENT 120 240 50 12 0.3 15.0 3.5 41 2F 3,732 3,644 OUTPATIENT TREATMENT 100 240 38 16 0.2 0.3 7.6 3.2 14.1 2.1 124 38 2G 5,931 2,849 PATIENT SLEEPING TREATMENT 120 240 48 7 2H 18,477 TREATMENT 240 77 0.3 23.1 88 21 17,223 TREATMENT 240 71 0.3 21.3 0 TOTAL 122,542 240 618 188 416 RS&H 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCCO 0210 * GB238 TLIENGINEERING S0LUT10NS. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Advent Health PROJECT ADDRESS: 7050 GALL BLVDI ZEPHYRHILLS, FL, 33541 �E 0F. FLpR < TY,L�R Ilk ,9► 1 � AR 99970 rFRED ARG L YR L SIGNATURE i DATE REVISIONS NO, DESCRIPTION DATE 1 AHCA & MISC. 1/08/2020 DATE ISSUED: 12111I2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: LIFE SAFETY PLAN SHEET ID: BLDG. ID Al 00 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright® 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 3" SCALE 0 " 6" 1' expressed written consent of this corporation is prohibited. All rights reserved. 1 1/2" SCALE 0 6" 1' 21 3/8" SCALE 0 l8IV;;;;;i6MMM4I 1/4" SCALE 4' 0 21 4' ' 1/8" SCALE 8' 0 4' 8' 6' 3 4 C: o. C B A SC 2C 10,734 SF CLEAN SUPPLY 'OILET 101 )15 - V CORRIDOR All An ul tll 111 ul iiii ul SES STATION An oil All nl SOILED HOLDING NURSE STATION I� WNS LOCK[R X NA 2 SC 2G RESTRICTED CORRIDOR NURSE STATION T(T ELEVATOR'LOBBY FE I-T z z ELEVATOR LOBBY --------- -------- F1 SMOKE COMPARTMENT LIFE SAFETY PLAN -LEVEL 2 SCALE: 1/8" = V-01" Copyright@ 2019, This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 1 1/2" SCALE 0 6" 1 2' 3/8" SCALE 0 1 of AREA OF WORK 64 If II III zz 7 7 7 -z CORRIDOR _-_ 1/4" SCALE W n 91 4' 8' LIFE SAFETY LEGEND FE FIRE EXTINGUISHER [(EC FIRE EXTINGUISHER CABINET S SMOKE DETECTOR EXIT LIGHT EXIT LIGHT W/ DIRECTIONAL ARROW C FIRE ALARM CHIME EF FIRE ALARM MANUAL PULL STATION FIRE ALARM STROBE CR CARD READER 44 EXIT ARROW/ CLEAR WIDTH ETD EXIT TRAVEL DISTANCE CPT COMMON PATH OF TRAVEL BASE SCOPE OF WORK DEDUCT ALTERNATE SCOPE OF WORK THE FOLLOWING REQUIREMENTS & REFERENCES NOTED ARE BASED UPON a* FULLY SPRINKLED BUILDING, AND b EXISTING HEALTHCARE OCCUPANCY - 2009 NFPA 101, FLORIDA SPECIFIC EDITION a 2007 NFPA 80 LIMITS OF SUITES (NFPA 101 PAR 19-2.5.7) ALL CORRIDOR WALLS ARE TO BE SMOKE TIGHT. GASKETING OF DOORS SHOULD NOT BE NECESSARY (NFPA 101 PAR A.8.4.3.4) (NFPA 101 PAR 19.3.6.3.1) SMOKE RESISTANT bdk§ WITH PARTITIONS EXTENDED TO DECK ABOVE ■ (NFPA 101 Par ■ 20 MINUTE RATED 1 31#'SOUO CORE WOOD DOOR, FRAME AND WINDOWS (19.3.63.1) POSITIVE LATCHING REQUIRED (AI9.3.6,33(1)) NON RATED PROTECTIVE PLATE ON DOORS, UNLIMITED IN HEIGHT, ARE PERMITTED (49.161,12) d DOOR CLOSER NOT REQUIRED (193,63,11) MAX 18- GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS (NFPA806317) ■ I. MAX. 1"UNDERCUT FROM BTM OF DOOR TO FINISH FLOOR (19.3.6.&4) ■ ■ g. PERIMETER WALLS OF AREAS OPEN TO CORRIDOR CONSTRUCTED TO MATCH ■ CORRIDOR PARTITIONS AND CEILING (8A2) h. FIRE OR SMOKE DAMPERS NOT REQUIRED (19.3.7,4) ONE HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3,4.2) a, 314 HOUR RATED DOOR & FRAME (TABLE8.3.42) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.33) c. POSITIVE LATCHING REQUIRED (19,3.635) d , NON RATED PROTECTIVE PLATE UP TO 48' (19,3214) ■ a. MAX 1/8" GAP AT HINGE, LATCH & TOP ON PULL SIDE (85.4.1 & NFPA 80 SA1 3 I. MAX 3W'DOOR UNDERCUT (NIFPA804.8,41) dl p. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPABD4.45) h. FIRE DAMPERS REQUIRED (8.3.5,61) L NO LOUVERS IN DOORS (BASS) TWO HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) a, 1112 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) ■ b, SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.3.3) '. POSITIVE LATCHING REQUIRED (19.3.6.35) d. RATED PROTECTIVE RATE REQUIRED IF TOP OF PLATE IS GREATER LE THAN 48'ABOVE BOTTOM OF DOOR (19.3.214) e. MAX 1/8'GAP AT HINGE, LATCH & TOP ON PULL SIDE (8.5.41 & NFPA 80 6.3.1 7) f. MAX 314"DOOR UNDERCUT (NFPA804.8,41) FIRE GLAZING SIZE UMFED TO AREATESTED (NFPA804 . 45) k 1112 HOUR FIRE DAMPER REQUIRED (83.5,61) I. NO LOUVERS IN DOORS (8,433) ONE HOUR FIRE/SMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 1947) 1 20 MIN. RATED SOLID CORE WOOD DOOR OR STEEL DOOR & FRAME (TABLE 834.2) 0 SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.7.8&8.5,44) G POSITIVE LATCHING NOT REQUIREDAT CROSS CORRIDOR DOORS d NONRATED PROTECTIVE PLATE UNLIMITED IN HEIGHT IS PERMITTED e. MAX 1/9'GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS (8.6.4.1 & NFPA 80 6.3.1 I EXISTING ASTRAGALS SHALL REMAIN I MAX NIV'DOOR UNDERCUT (NFPA804.8.41) h. FIRE GLAZING SIZE LIMITED TO AREATESTED (NFPA804,45) i. F IRREISMOKE DAMPER(S) REQUIRED (8.5.52) j. NO LOUVERS IN DOORS (8.4.33) KEY PLAN - LEVEL 2 & �) SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1/8" SCALE 8' if I RSsN 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 1' LCC06021 0 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT 14 Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 \N TYLE'-. 1< AR 99970 ED SIGNATURE DATE REVISIONS NO. DESCRIPTION DATE 1 AHCA & MISC. 1/08/2020 DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 @ 2019 RS&H, INC. SHEET TITLE: SMOKE COMPARTMENT LIFE SAFETY PLAN SHEET ID: BLDG. ID Al 01 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 5 0 C u A ►i z 7 8 9 10 11 12 �rrrrrrrrrrrrrrr�rrrrow EXISTING SIDEWALK I I♦ CONTRACTOR • a ACCESS 1 � p 1 I I i 1 1 1 1 ® 1 UP srrrrrr AREA OF WORK ��rrrrrrrrrrrrrrrrrrrrrr rrr rr�rritir+�rrrwrrrrrrrrrrGI� I 0M M me MINr rr r r r r r rrrrrrr rrrrrrrrrrrrrrArrrrrrrrrrrrrrrrrrrrrrrr��rrrrrrr�1 I DEMOLITION PLAN SCALE: 1/4" =1'-0" Copyright Q 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' AWAMMS EXISTING CONSTRUCTION TO REMAIN _ _ _ REMOVE EXISTING CONSTRUCTION TEMPORARY ICRA DUST BARRIER. SEE PARTITION DETAIL 5/A501. BASE SCOPE OF WORK .....®.. DEDUCT ALTERNATE SCOPE OF WORK NOT IN SCOPE r i NEGATIVE PRESSURE HEPA H I FILTER MACHINE, SEE L — J MECHANICAL DRAWINGS W TEMPORARY EXIT SIGN f FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET 1 1 /2" SCALE 0 6" 1' 2' 1 p REMOVE PORTION OF EXISTING WALL AS REQUIRED FOR DOOR AND FRAME INSTALLATION nj REMOVE EXISTING DOOR, FRAME, AND HARDWARE 3D THIS DOOR SHALL SERVE AS THE MAIN CONSTRUCTION ACCESS TO THE PROJECT AREA DURING CONSTRUCTION. REMOVE EXISTING DOOR & FRAME DURING LAST STAGE OF CONSTRUCTION, SEE FLOOR PLAN FOR INFILL OF OPENING. CUT OPENING IN EXISTING STRUCTURAL METAL STUD q FRAMED EXTERIOR WALL W/ EIFS SYSTEM AS REQUIRED FOR NEW DOOR & FRAME: SEE FLOOR PLAN AND DOOR SCHEDULE SHEET A401 FOR DETAILS. PREPARE EXISTING SLAB TO RECEIVE NEW FLOOR JD FINISH AS SCHEDULED. REMOVE EXISTING FLOOR FINISH & WALL BASE AND 6D PREPARE SLAB TO RECEIVE NEW FLOOR FINISH AS SCHEDULED DECOMMISION FIRE RATING - PARTITION TO REMAIN �D SMOKE TIGHT. REMOVE STENCILING ABOVE CEILING; SEE MECHANICAL DRAWINGS, 8D REMOVE EXISTING VIEW WINDOW & INFILL OPENING IN EXISTING WALL. 9D REMOVE EXISTING VIEW WINDOWS AND SALVAGE FOR RE -INSTALL, G.C. TO VERIFY FRAME, GLAZING AND INTEGRAL BLINDS. SEE FLOOR PLAN FOR NEW LOCATION. 3/8" SCALE "S 6' 0 TAPE SEAL DOOR TO PREVENT DUST ENTERING. 1 /4" SCALE 4' 0 2' 4' 81 KEY PLAN - LEVEL 2 & SCALE: N.T,S. TRUE PROJECT NORTH NORTH 1/8" SCALE 8' 8' 16' 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 Asa PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT sot AdventHealth PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 "C O� FCO ..R .�Q►..•• W TyL .�� AR 99970 ' SrFRED A'�G� SIGN, TURF DATE REVISIONS NO. I DESCRIPTION DATE 1 T AHCA & MISC. 1/08/2020 DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 a 2019 RS&H, INC. SHEET TITLE: DEMOLITION PLAN SHEET ID: BLDG. ID Al 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 5 C L' rn V 9 o� 7 3 (8) 9 10 11 A4p1 I RESTRICTED N NEW CONSTRUCTION PLAN 1 SCALE; 1 /4" = V-0" EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION FEC FIRE EXTINGUISHER CABINET LWR LOW WALL RETURN AIR DUCT CHASE - SEE MECHANICAL DRAWINGS 0— PARTITION TYPE - SEE SHEET A501 WINDOW TYPE - SEE SHEET A601 anamrra&��-- BASE SCOPE OF WORK OUTSIDE SCOPE OF WORK ADD ALTERNATE #1 AREA OF WORK 1 F NEW 1 HR FIRE RATED WALL. SEAL ALL PIPE PENETRATIONS AS REQUIRED. 2F ALIGN 3F PATIENT TABLE CONTROL POINT; LOCATE PATIENT TABLE PER OPERATING ROOM EQUIPMENT VENDOR DRAWINGS KEY PLAN - LEVEL 2 & T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886' IB26000956 5620 - LCC000210' GB238 ENGINEERING S0LUT10N5, PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Advert Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 .�� OF Fib R TYQER N - ,r- ci N AR 99970 Uj ��SrRED ARG�� z m v� t> w SIGNATURE W Dare C] O 0 REVISIONS z W DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN SHEET ID: BLDG. ID Al 03 PROJECT STATUS: CONSTRUCTION DOCUMENTS b Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 " 6" 1' 1 1/2" SCALE 0 6" 12' 3/8" SCALE ' 1/4" SCALE 4' 8' 1/8" SCALE 8' 0 4' 81 16' 1 I 2 4 5 C 0 N A REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" Q m (V cY 6� N O Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 'drwwm e+sesrm"ft0 ss z�L.omm,,M, :one 0 x a+�-iw on'4 a m,vffl.4,10�0�0= r° o � ® 1 TORA E 278 - 0" A.F.F. 3" SCALE 0 3" 6" 1' _i 0: .8" l lJ I El't . 1 C SOFFIT ABOVE MILLWORK (TYP.) SEE SHEET A-501 FOR DETAIL (; ALIGN CEILING DEVICES AT PATIENT TABLE CONTROL POINT; SEE OWNER OPERATING ROOM EQUIPMENT VENDOR DRAWINGS 3C CEILING MOUNTED ANESTHESIA/EQUIPMENT BOOM; SEE OWNER OPERATING ROOM EQUIPMENT VENDOR DRAWINGS 4C MATCH EXISTING ADJACENT CEILING HEIGHT; ALIGN NEW ACT GRID WITH EXISTING. 1 1/2" SCALE 0 1' 2' AREA OF WORK :j, ,1 0, 0" A. F. F. X = �\ t(\ 281 REFL. CEILING PLAN LEGEND 2' x 2' DIFFUSER; SEE 2' X 2' SUSPENDED ACOUSTICAL MECHANICAL DWGS _ TILE CEILING SYSTEM (TYP. CEILING HEIGHT IS 9'0" A.F.F. UNLESS NOTED OTHERWISE) \ ; 2' x 2' SUPPLY; SEE MECHANICAL DWGS 3/8" SCALE 1 " 5/8" GYP. BD. ON 'ARMSTRONG' DRYWALL SUSPENDED GRID SYSTEM (OR EQUAL) - PAINT 2' x 2' LED LIGHT FIXTURE; SEE ELECTRICAL DWGS 2' x 4' LED LIGHT FIXTURE; SEE ELECTRICAL DWGS 2' x 4' DIFFUSER; SEE MECHANICAL DWGS _M 2' x 2' EXHAUST; SEE MECHANICAL DWGS 2' x 2' GASKETED CEILING ACCESS PANEL EXIT SIGN BASE SCOPE OF WORK DEDUCT ALTERNATE SCOPE OF WORK NOT IN SCOPE 1/4" SCALE 4' 0 2' 4' 8' KEY PLAN - LEVEL 2 \ SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1/8" SCALE 8' 0 4' 8116' 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 RS&H PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 OF Fto TYL Q r a T IN AR 99970 m BRED ni co w— U Uj SIGNATURE LLI J �— DATE IO 0 V REVISIONS z w NO. DESCRIPTION I DATE] AHCA & MISC. 1/08/2020 Q DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 C 2019 RS&H, INC. SHEET TITLE: REFLECTED CEILING PLAN SHEET ID: BLDG. ID Al04 PROJECT STATUS: CONSTRUCTION DOCUMENTS s 2 1 3 1 4 1 5 0 C r:� n EQUIPMENT COORDINATION PLAN SCALE: 1 /4" = 1'-0" EQUIPMENT PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION FEC FIRE EXTINGUISHER CABINET LWR LOW WALL RETURN AIR DUCT CHASE - SEE MECHANICAL DRAWINGS — BASE SCOPE OF WORK �►-�—•�• DEDUCT ALTERNATE SCOPE OF WORK OUTSIDE SCOPE OF WORK ADD ALTERNATE #1 EQUIPMENT LEGEND NOTE: ALL EQUIPMENT SHALL BE COORDINATED WITH EQUIPMENT VENDOR. CONTRACTOR SHALL PROVIDE FIRE TREATED BACKING IN WALL BEHINDE ALL WALL MOUNTED EQUIPMENT <.� ITEM DESCRIPTION FURNISHED/ INSTALLED BY 001 PATIENT TABLE OFOI 002 ANESTHESIA BOOM (CEILING OFOI MOUNTED) 003 NURSE BOOM (CEILING MOUNTED) OFOI 004 LIGHT/MONITOR BOOM (CEILING OFOI MOUNTED) 005 TV MONITOR (WALL MOUNTED) OFCI 006 BLANKET WARMER OFCI 007 STRYKER CONTROL PANEL (WALL OFOI MOUNTED) 008 STRYKER CPU/MONITOR (WALL OFOI MOUNTED) 009 WIRE STORAGE RACK OFOI 010 DIGITAL CLOCK (WALL MOUNTED) OFCI 011 ANALOG CLOCK (WALL MOUNTED) OFCI 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT is Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 P� OF Ft R/ N TYL C7.P���EW EF? O.9 4 9<< o 0 1 • — 7t • M N AR 99970 OWO EKED AR m w a SIGNATURE �+ J LL DATE W C3 O REVISIONS z w J U a DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: EQUIPMENT PLAN SHEET ID: BLDG. ID Al 05 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 1 /4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' P. expressed written consent of this corporation is prohibited. All rights reserved. _ W �� - - N N O O C r N LU m z m V) F-- ca LLJ 30 O w a LL a U- Lu G O C) E- z LU 4 v F04 1 2 3 4 5 U L R r FACE OF FINISH SOFFIT ADJUSTABLE SHELF MOUNTED ON TAB AND HOLES WHITE MELAMINE INTERIOR (TYP.) 1/4" TEMP. HARDBD. BACKING CABINET DOOR WITH PLAS LAM ALL SIDES - MOUNT ON SELF- CLOSING CONCEALED HINGES DOOR PULL - MOUNT CENTERLINE 1 1/2" FROM DOOR EDGE UPPER CABINET HEIGHTS VARY. REFER TO INT. ELEVATIONS FOR MORE INFO. UPPER CABINET (TYP. SCALE: 1" = V-0" Copyright© 2019, This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. UNDERSIDE OF STRUCTURE ABOVE CONTINUOUS FIRE CAULK (BOTH SIDES) CONT. HEADER TRACK SECURED TO STRUCT. @ 24" O.C. W/ 1 1/2" '10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTENER @ 24" C/C MAX. EXTEND PARTITION TO UNDERSIDE OF STRUCTURE CEILING AS SCHEDULED BATT. INSULATION (2) LAYER 5/8" TYPE "X" G.W.B. @ EA. SIDE OF 22 GA. 3 5/8" METAL STUD FRAMING & 16" O.0 - SECURE TO STUDS PER UL DETAIL U419 REQUIREMENTS NOTE: ASSEMBLY FIRE RESISTANCE RATING 2 HR. -COMPLY WITH U.L. DESIGN No. U419 CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" -10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. FIRE CAULK (BOTH SIDES) FINISH FLOOR TYPE D SOLID SURFACE COUNTERTOP WITH EASED EDGE & 4" BACKSPLASH WITH DROP IN SINK CONT. FRAMING AS REQ'D -- - PROVIDE BLOCKING AS REQ'D (TYP.) CONTRACTOR TO ENSURE SPECIFIED SINK FITS SINK CABINET PRIOR TO PURCHASE. - EDGE BLOCKING BEYOND AND IN FOREGROUND TO SUPPORT PANEL(S) --- — REMOVABLE PANEL; PLAS. LAM. OVER 3/4" SUBSTRATE BASE AS SCHEDULED — --- SINK BASE SCALE: 1" = V-0" 3" SCALE 0 3" 6" 1' HEAD 6" UNDERSIDE OF STRUCTURE ABOVE CONTINUOUS FIRE CAULK (BOTH SIDES) CONT. HEADER TRACK SECURED TO STRUCT. @ 24" O.C. W/ 1 1/2" -10 TAPCONS OR HILT[ DNI 32 P.S. POWER ACTIVATED FASTENER @ 24" C/C MAX. EXTEND PARTITION TO UNDERSIDE OF STRUCTURE CEILING AS SCHEDULED SOUND ISOLATING BATT. INSULATION (1) LAYER 5/8" TYPE "X" G.W.B. @ EA. SIDE OF 22 GA. 3 5/8" METAL STUD FRAMING & 16" O.0 - SECURE TO STUDS PER UL DETAIL U465 REQUIREMENTS NOTE: ASSEMBLY FIRE RESISTANCE RATING 1 HR. - COMPLY WITH U.L. DESIGN No. U465 CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" '10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. FIRE CAULK (BOTH SIDES) FINISH FLOOR TYPE C- 1 HR RATED 2'-1° OPEN BELOW CLOSE CEILING SPACE W POLYTHENE MEMBRANE SEAL AROUND ALL PIPE & DUCT PENETRATIONS. SECURE ALL TAPE W/ RAM -TACK IN THE PARTITION & POLY BARRIER W/ DUCT TAPE RENOVATED SIDE PROVIDE 20 MIN. RATED DOOR IN RATED FRAME IF ACCESS DOORS ARE INSTALLED CONT, 35/8" SILL TRACK SECURED TO FLOOR HEAD UNDERSIDE OF STRUCTURE ABOVE CONT. HEADER TRACK SECURED TO STRUCT. @ 24" O.C. W/ 1 1/2" *10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTENER @ 24" C/C MAX. EXTEND PARTITION TO UNDERSIDE OF STRUCTURE CEILING AS SCHEDULED (1) LAYER 5/8" G.W.B. ON 22 GA. 3 5/8" METAL STUD FRAMING & 16" O.0 @ EA. SIDE - SECURE W/ 1" TYPE 'S' SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS IN FIELD SOUND ISOLATION BATT, INSULATION CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" -10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. CAULK (BOTH SIDES) FINISH FLOOR TYPE B LASTER TAPE ALL JOINTS, IGH TACK SPRAY OR EQUAL 8" TYPE "X' GYP. BD. ON 3-5/8" TL. STUD FRAMING (1-HR.). NISH OCCUPIED SIDE W/ LOSS PAINT OCCUPIED SIDE TYPE "C" SOUND ISOLATING BATT INSULATION EXISTING FLOOR ALTERNATE TEMPORARY 1 HR. PARTITION SCALE: 3/4" = V-0" NOTE: COUNTERTOP WIDTH VARY IN DEPTH. REFER TO ENLARGED PLANS FOR MORE INFO. 1 1/2" SCALE 0 " 1' 2' LOUVER BASE CABINET SCALE: 1" = V-0" CLOSE CEILING SPACE W 5/8" TYPE "X" GYP. WALL BD. SEAL ALL JOINTS & PENETRATIONS & PERIMETER W/ DUCT TAP SEAL AROUND ALL PIPE & DUCT PENETRATIONS. SECURE ALL TAPE W/ RAM -TACK IN THE PARTITION & POLY BARRIER W/ DUCT TAPE RENOVATED SIDE PROVIDE 20 MIN. RATED DOOR IN RATED FRAME IF ACCESS DOORS ARE INSTALLED CONT. 35/8" SILL TRACK SECURED TO FLOOR HEAD in UNDERSIDE OF STRUCTURE ABOVE 22 GA. MTL. STUD BRACING @ 48" O.C. MAX (ALTERNATE) - CONNECT EA. BRACING TO DECK ABOVE W/ (4) POWER ACTUATED CONC. FASTENERS & TO HEAD TRACK W/ (4) 1/2" SELF -TAPPING PAN HEAD SCREWS CEILING AS SCHEDULED CONT. HEADER TRACK SECURED @ 24" O.C. (1) LAYER 5/8" G.W.B. ON 22 GA. 3 5/8" METAL STUD FRAMING & 16" O.C. - SECURE W/ 1" TYPE 'S' SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS IN FIELD SOUND ISOLATING BATT INSULATION CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2" '10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ 24" C/C MAX. BASE AS SCHEDULED CONT. CAULK FINISH FLOOR TYPE A MTL. STUD FRAMING kSTER TAPE ALL JOINTS, iH TACK SPRAY OR EQUAL 'TYPE "X' GYP. BD. ON 3-5/8" MTL. JD FRAMING (1-HR.). FINISH CUPIED SIDE W/ GLOSS PAINT OCCUPIED SIDE TYPE "C" SOUND ISOLATING BATT INSULATION EXISTING FLOOR TEMPORARY 1 HR. PARTITION SCALE: 3/4" = V-0" SS COUNTERTOP AND BACKSPLASH DOOR PULL LOUVERS WHITE MELAMINE INTERIOR (TYP.) CABINET DOOR WITH PLAS LAM ALL EXPOSED SIDES 3/8" SCALE n 1 All 31 ' d 1. ALL STUD GAUGES AND LIMITING HEIGHTS IN GYPSUM WALL BOARD REFERENCE SPECIFICATIONS. 2. ALL PARTITIONS CONTAINING PLUMBING OR HAVING AN EXTERIOR FACE TO BE INSULATED. 3. THE FOLLOWING LIST OF ROOMS (IF USED) SHALL HAVE THEIR PERIMETER PARTITIONS INSULATED USING MINERAL WOOL: a. ALL ROOMS ENCLOSED WITH RATED PARTITIONS 4. ALL RATED PARTITIONS TO EXTEND FROM TOP OF SLAB TO UNDERSIDE OF STRUCTURE. SEAL TOP AND BOTTOM TYPICAL. 5. REFER TO PLANS FOR LOCATION OF PARTITION TYPES. "A" IS THE TYPICAL PARTITION TYPE UNLESS NOTED OTHERWISE. 6. UNDERSIDE OF STRUCTURE INDICATED AT HEAD CONDITION FOR EACH PARTITION TYPE IS DIAGRAMMATIC ONLY, AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS. 7. INSTALL FRAMING AND GYPSUM WALL BOARD TO OFFSET AROUND STRUCTURAL MEMBERS OR OTHER OBSTRUCTIONS TO MAINTAIN FIRE RESISTIVE RATINGS. 8. WHERE GYPSUM WALL BOARD EXTENDS TO THE UNDERSIDE OF STRUCTURE, STOP GYPSUM WALL BOARD "/ BELOW LINE OF STRUCTURE AND SEAL AS REQUIRED. 9. FIRE RESISTANT, RATED PARTITIONS TO BE INSTALLED WITH FIRESTOP SEALANT, UNLESS NOTED OTHERWISE. 10. NON -RATED PARTITIONS TO BE INSTALLED WITH ACOUSTICAL SEALANT, UNLESS NOTED OTHERWISE. 11. REFER TO MECHANICAL DRAWINGS FOR DETAILS ON PIPE PENETRATIONS THROUGH ACOUSTICAL PARTITIONS AS WELL AS RATED PARTITIONS. 12. INSTALL FIRE RETARDANT, TREATED BLOCKING IN PARTITIONS AS REQUIRED ON DRAWINGS. 13. ALL PARTITIONS SCHEDULED TO RECEIVE TILE OR FRP, SHALL BE CONSTRUCTED OF WATER- RESISTANT CORE GYPSUM WALL BOARD. 14. DO NOT INSTALL GYPSUM WALL BOARD IN DIRECT CONTACT WITH THE FLOOR. ALL PARTITIONS SHALL BE SHIMMED'/ OFF THE FLOOR WITH NON -POROUS SHIMS. PLASTIC NON -POROUS HORSESHOE SHIMS ARE RECOMMENDED. GYPSUM WALL BOARD SHIMS ARE NOT ACCEPTABLE. SEAL WITH ACOUSTIC SEALANT AT NON -RATED WALLS. SEAL WITH FIRE RATED SEALANT AT RATED WALLS. SOLID SURFACE COUNTERTOP AND BACKSPLASH WITH EASED EDGE DRAWER GLIDE AND DUST PANEL DOOR PULL - MOUNT CENTERLINE 1 1/2" FROM DOOR EDGE CABINET DOOR WITH PLAS LAM ALL SIDES - MOUNT ON CONCEALED HINGES ADJUSTABLE SHELF MOUNTED ON TAB AND HOLES WHITE MELAMINE INTERIOR (TYPICAL) BASE AS SCHEDULED BASE CABINET - SOLID SURFACE (TYP. SCALE: 1" = V-0" 1/4" SCALE 4' 4' 8' 1/8" SCALE 8' 4' 8' 6' 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 DATE REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: PARTITION & MILLWORK DETAILS SHEET ID: BLDG. ID A501 PROJECT STATUS: CONSTRUCTION DOCUMENTS 1 2 3 4 5 n C N3 A DOOR AND FRAME SCHEDULE DOOR FRAME HARDWARE SIZE DOOR Frame DETAIL SET FIRE MARK ROOM WIDTH HEIGHT THICKNESS TYPE MATERIAL FRAME MATERIAL Type HEAD JAMB SILL RATING NOTES 278B STORAGE 3- 8" 7' - 0" 1 3/4" D HOLLOW METAL HOLLOW METAL A 8/A601 7/A601 6/A601 2 45 MIN. NOA 17-0803.01 279A O.R. 8 6' - 4" 7' - 0" 1 3/411 B WOOD HOLLOW METAL B 5/A601 4/A601 3/A601 3 4'-0" X 2'-4" WIDE UNEVEN PAIR OF LEAFS 279E __....._._......... ._...--_._ O.R. 8 3' - 0" 7' - 0" 1 3/4" D WOOD HOLLOW METAL A 5/A601 4/A601 3/A601 4 281 SUB STERILE 3'- 0" 7' - 0" 1 3/4" D WOOD HOLLOW METAL A 5/A601 4/A601 4/A601 3/A601 3/A601 4 283A O.R. 9 6' - 4" 7' - 011 1 3/4" B WOOD HOLLOW METAL B 5/A601 3 4'-0" X 2'-4" WIDE UNEVEN PAIR OF LEAFS _^ 283B O.R. 9 3' - 0" 7' - 0" 1 3/411 D WOOD HOLLOW METAL A 5/A601 4/A601 3/A601 4 PER PARTITION TYPE 3WB PARTITION, PER 'LAN METAL FRAMING 3LOCKING AS NECESSARY BAULK EACH SIDE DOOR FRAME PER DOOR SCHEDULE I I I I I I — — DOOR PER DOOR SCHEDULE VARIES TYP. DOOR HEAD SCALE: 3" =1'-0" I TYP. DOOR JAMB SCALE: 3" =1'-0" I I � � 20 I Q. TYPICAL DOOR SILL FACE OF WALL @ INSIDE CORNER (U.N.O.) `1YP. BD. ON METAL FRAMING - [NISH AS SCHEDULED OUBLE STUD @ JAMB AINTED H.M. DOOR RAME AS SCHEDULED ANCHORS (3 PER JAMB) DOOR PER DOOR SCHEDULE .00R COVERING i SCHEDULED (ISTING SLAB SCALE: 3" =1'-0" Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. EXISTING SHEATHING BOARD EXISTING EIFS SYSTEM VAPOR RETARDER FLASHING TAPE -- -- BACKWRAP MESH, —� THEN OVERLAP 2 1/2" MIN, TYP. AT SYSTEM RETURNS EXTEND FLASHING MIN OF \ 1/4" FROM FACE OF WALL PATCH & REINFORCE CUT EDGE OF EXISTING EIFS PER MFR GUIDELINES SEALANT AND BACKER ROD HOLLOW METAL FRAME 0 �-- 6" METAL STUDS -SEE STRUCTURAL DETAIL ??? GWB CORNER - BEAD DOOR HEAD — EIFS SYSTEM ON METAL STUD SCALE: 3" =1'-0" EIFS SYSTE VAPOR RETARDE WOC SHEATHIN CORNER BEA[ SEALANT AN[ BACKER RO[ lung 1110011111 FRAME.. e DOOR JAMB - EIFS SYSTEM ON CONC. SCALE: 3" =1'-0" DOOR, SEE SCHEDULE NON -TRACKING EXPANSION JOINT MATERIAL CONCRETE SLAB DOORSILL - EXTERIOR SCALE: 3" = V-0" 3" SCALE 0 3" 6" 1' 6" METAL STUDS -SEE STRUCTURAL DETAIL ??? GWB CORNER BEAD DOOR SHOE EXTRUDED ALUM. THRESHOLD SET IN SEALANT TO CONCEAL EXP. JT. 1/2" MAX FLOOR FINISH, SEE SCHEDULE 1/4" GLAZING W/ 5/8" x 1 1/8 INTEGRAL BLINDS REMOVABLE STOP �I_ T---------- - * WINDOW JAMB 10 SCALE: 3" =1'-0" 5/8" x 1 1/8" REMOVABLE STOP 1/4" GLAZING W/ INTEGRAL BLINDS STUD TRACK 5/8" GYP. BD. ON METAL FRAMING - FINISH AS SCHEDULED WINDOW HEAD/SILL SCALE: 3" =1'-0" 2" AS SCHED. 2" 2" AS SCHED. 2" TYPE A TYPE B FRAME TYPES 1 SCALE: 1/4" =1'-0" 1 1/2" SCALE 1' 2' 3/8" SCALE ' Z CLIP AS REQ'D SET NO. 1 3 HINGES 1 STOREROOM LOCKSET 1 WALL STOP 1 CLOSER 3 SILENCERS ET NO 2 ENTRANCE LOCKSET HARDWARE PER NOA 1 TRAVEL LIMITER SET NO.3 6 OFFSET HINGES 1 HOSPITAL LATCHSET 1 PUSH PLATE (ON SMALL LEAF) 1ASTRAGAL 1 TOP FLUSH BOLT (ON SMALL LEAF) M [911E! 3 HINGES 1 HOSPITAL LATCHSET 1 CLOSER 3 SILENCERS 1/4" TEMPERED 5' - 51/2" i GLAZING WITH INTEGRAL BLINDS CV r~ ire M WINDOW TYPES SCALE: 1/4" =1'-0" 1. ALL FLOORING MATERIAL CHANGES TO OCCUR AT THE CENTERLINE OF DOOR, UNLESS NOTED OTHERWISE. 2.ALL INTERIOR SOFFITS DESIGNATED AS "GWB" SHALL BE PAINTED WITH THE ADJACENT WALL COLOR, UNLESS OTHERWISE NOTED. 4.ALL ELECTRICAL PANELS, ACCESS PANELS, ELECTRICAL OUTLET STRIPS AND FIRE EXTINGUISHER CABINETS SHALL BE FACTORY PRIMED AND FIELD PAINTED TO MATCH ADJACENT WALL COLOR. 5.PLASTIC LAMINATE SHALL RUN IN A VERTICAL DIRECTION, UNLESS OTHERWISE NOTED ON CASEWORK DETAILS. 6.ALL PLASTIC ELECTRICAL SWITCH AND OUTLET COVERS SHALL MATCH BUILDING STANDARD. 7.PRIOR TO FLOORING INSTALLATION TEST CONCRETE SLAB FOR MOISTURE CONTENT BASED ON MANUFACTURERS RECOMMENDATIONS. 8. USE APPROPRIATE FLAME AND SMOKE CODES AND STANDARDS RATING REQUIREMENTS FOR FINISHES. USE LOCAL VOC REQUIREMENTS FOR PAINTINGS AND COATINGS 10.MOISTURE TESTS ARE REQUIRED ON ALL CONCRETE SUBFLOORS PRIOR TO INSTALLATION, ALKALINITY IS RECOMMENDED FOR TESTING BY USING A PH TEST. THE INSTALLATION MUST NOT CONTINUE IF TEST RESULTS EXCEED THE LIMITATION. 11. DRI TAC 7100 ECO DRIBLOCK TO BE USED IF MOISTURE TESTS EXCEED THE LIMITATION. TWO COATS TO BE APPLIED TO ACHIEVE A 90% RH. 1230 PREVENT WARPING, SHRINKING, OR SWELLING OF MATIERAL DURING OR AFTER INSTALLATION, ALL FLOORING MATERIALS ARE REQUIRED TO BE ACCLIMATIZED TO THE SPACE IN WHICH IT WILL BE INSTALLED FOR A MINIMUM 48 HOURS PRIOR TO INSTALLATION. 13.ALL CONSTRUCTION TRAFFIC PATTERNS NEED TO BE IMMEDIATELY PROTECTED ON ALL FLOORING SURFACES AFTER INSTALLATION. 1/8" MASONITE IS REQUIRED UNTIL PROJECT COMPLETION/FINAL CLEANING. 14.ALL SUBSTRATES TO BE PREPARED PRIOR TO INSTALLATION OF FLOORING PER MANUFACTURERS RECOMMENDATION TO ENSURE ADHESION OF RESILIENT PRODUCTS. 15.CONTINUOUS ROLLS OF RESILIENT WALL BASE ARE REQUIRED UNLESS OTHERWISE NOTED. 16.ALL WALL BASE TO BE INSTALLED IN LENGTHS AS LONG AS FEASIBLE WITHOUT GAPS AT SEAMS. TOP OF BASE TO ALIGN WITH ADJACENT PIECE. 17.FLOORING TO EXTEND UNDER TOE KICK OF BASE. 18.PROVIDE FLOOR LEVELING COMPOUND BELOW ALL FLOOR FINISHES. 1. WHERE REQUIRED, PROVIDE CARD ACCESS WITH ELECTROMAGNETIC SECURITY DEVICE IN DIRECTION OF OPPOSITE FIRE EGRESS ONLY. EGRESS SIDE TO ALWAYS BE UNLOCKED. CARD READER TO RELEASE ELECTRIC STRIKE. 2. G.C. SHALL COORDINATE ALL DOOR HARDWARE AND ACCESS CONTROL FEATURES WITH OWNER, SECURITY VENDOR, AND BUILDING MANAGER.ADDITIONAL WORK MAY BE REQUIRED BY THE OWNER AND SECURITY VENDOR AT NON-SCHEDULED DOORS IN EXISTING COMMON BUILDING AREAS. 3. G.C. SHALL COORDINATE WITH OWNER AND BUILDING MANAGER PRIOR TO MODIFICATIONS AT EXISTING DOORS OR HARDWARE OF EXISTING COMMON BUILDING AREAS. 4. G.C. SHALL ENSURE ALL HARDWARE SETS, EXIT DOORS, EXIT ACCESS DOORS AND ACCESS CONTROL ASSEMBLIES COMPLY WITH APPLICABLE BUILDING, MUNICIPAL, AND FIRE CODES. AR gr.Hr-n AR.rHPn A.r, .rrHpn AS SrHpn A B SOLID CORE WOOD PAIR DOORS SOLID CORE WOOD \ DOOR TYPES SCALE: 1/4" = V-0" C D HOLLOW METAL DOOR FLUSH INSULATED CORE W/ VIEWLITE 1/4" SCALE 4' ' 1/8" SCALE 8' 16' RSUf 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Ced. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLJENGINEERINGS0LUT10NS SOLUTI(7NS PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT 04 Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 �E o....Fto r R c r AR 99970 G u /S r.. . RED Pic a G h t u SIGNATURE C c lu DATE U C t REVISIONS u N0. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: DOOR SCHEDULE AND FINISH LEGEND SHEET ID: BLDG. ID A601 PROJECT STATUS: CONSTRUCTION DOCUMENTS FRAME.. e DOOR JAMB - EIFS SYSTEM ON CONC. SCALE: 3" =1'-0" DOOR, SEE SCHEDULE NON -TRACKING EXPANSION JOINT MATERIAL CONCRETE SLAB DOORSILL - EXTERIOR SCALE: 3" = V-0" 3" SCALE 0 3" 6" 1' 6" METAL STUDS -SEE STRUCTURAL DETAIL ??? GWB CORNER BEAD DOOR SHOE EXTRUDED ALUM. THRESHOLD SET IN SEALANT TO CONCEAL EXP. JT. 1/2" MAX FLOOR FINISH, SEE SCHEDULE 1/4" GLAZING W/ 5/8" x 1 1/8 INTEGRAL BLINDS REMOVABLE STOP �I_ T---------- - * WINDOW JAMB 10 SCALE: 3" =1'-0" 5/8" x 1 1/8" REMOVABLE STOP 1/4" GLAZING W/ INTEGRAL BLINDS STUD TRACK 5/8" GYP. BD. ON METAL FRAMING - FINISH AS SCHEDULED WINDOW HEAD/SILL SCALE: 3" =1'-0" 2" AS SCHED. 2" 2" AS SCHED. 2" TYPE A TYPE B FRAME TYPES 1 SCALE: 1/4" =1'-0" 1 1/2" SCALE 1' 2' 3/8" SCALE ' Z CLIP AS REQ'D SET NO. 1 3 HINGES 1 STOREROOM LOCKSET 1 WALL STOP 1 CLOSER 3 SILENCERS ET NO 2 ENTRANCE LOCKSET HARDWARE PER NOA 1 TRAVEL LIMITER SET NO.3 6 OFFSET HINGES 1 HOSPITAL LATCHSET 1 PUSH PLATE (ON SMALL LEAF) 1ASTRAGAL 1 TOP FLUSH BOLT (ON SMALL LEAF) M [911E! 3 HINGES 1 HOSPITAL LATCHSET 1 CLOSER 3 SILENCERS 1/4" TEMPERED 5' - 51/2" i GLAZING WITH INTEGRAL BLINDS CV r~ ire M WINDOW TYPES SCALE: 1/4" =1'-0" 1. ALL FLOORING MATERIAL CHANGES TO OCCUR AT THE CENTERLINE OF DOOR, UNLESS NOTED OTHERWISE. 2.ALL INTERIOR SOFFITS DESIGNATED AS "GWB" SHALL BE PAINTED WITH THE ADJACENT WALL COLOR, UNLESS OTHERWISE NOTED. 4.ALL ELECTRICAL PANELS, ACCESS PANELS, ELECTRICAL OUTLET STRIPS AND FIRE EXTINGUISHER CABINETS SHALL BE FACTORY PRIMED AND FIELD PAINTED TO MATCH ADJACENT WALL COLOR. 5.PLASTIC LAMINATE SHALL RUN IN A VERTICAL DIRECTION, UNLESS OTHERWISE NOTED ON CASEWORK DETAILS. 6.ALL PLASTIC ELECTRICAL SWITCH AND OUTLET COVERS SHALL MATCH BUILDING STANDARD. 7.PRIOR TO FLOORING INSTALLATION TEST CONCRETE SLAB FOR MOISTURE CONTENT BASED ON MANUFACTURERS RECOMMENDATIONS. 8. USE APPROPRIATE FLAME AND SMOKE CODES AND STANDARDS RATING REQUIREMENTS FOR FINISHES. USE LOCAL VOC REQUIREMENTS FOR PAINTINGS AND COATINGS 10.MOISTURE TESTS ARE REQUIRED ON ALL CONCRETE SUBFLOORS PRIOR TO INSTALLATION, ALKALINITY IS RECOMMENDED FOR TESTING BY USING A PH TEST. THE INSTALLATION MUST NOT CONTINUE IF TEST RESULTS EXCEED THE LIMITATION. 11. DRI TAC 7100 ECO DRIBLOCK TO BE USED IF MOISTURE TESTS EXCEED THE LIMITATION. TWO COATS TO BE APPLIED TO ACHIEVE A 90% RH. 1230 PREVENT WARPING, SHRINKING, OR SWELLING OF MATIERAL DURING OR AFTER INSTALLATION, ALL FLOORING MATERIALS ARE REQUIRED TO BE ACCLIMATIZED TO THE SPACE IN WHICH IT WILL BE INSTALLED FOR A MINIMUM 48 HOURS PRIOR TO INSTALLATION. 13.ALL CONSTRUCTION TRAFFIC PATTERNS NEED TO BE IMMEDIATELY PROTECTED ON ALL FLOORING SURFACES AFTER INSTALLATION. 1/8" MASONITE IS REQUIRED UNTIL PROJECT COMPLETION/FINAL CLEANING. 14.ALL SUBSTRATES TO BE PREPARED PRIOR TO INSTALLATION OF FLOORING PER MANUFACTURERS RECOMMENDATION TO ENSURE ADHESION OF RESILIENT PRODUCTS. 15.CONTINUOUS ROLLS OF RESILIENT WALL BASE ARE REQUIRED UNLESS OTHERWISE NOTED. 16.ALL WALL BASE TO BE INSTALLED IN LENGTHS AS LONG AS FEASIBLE WITHOUT GAPS AT SEAMS. TOP OF BASE TO ALIGN WITH ADJACENT PIECE. 17.FLOORING TO EXTEND UNDER TOE KICK OF BASE. 18.PROVIDE FLOOR LEVELING COMPOUND BELOW ALL FLOOR FINISHES. 1. WHERE REQUIRED, PROVIDE CARD ACCESS WITH ELECTROMAGNETIC SECURITY DEVICE IN DIRECTION OF OPPOSITE FIRE EGRESS ONLY. EGRESS SIDE TO ALWAYS BE UNLOCKED. CARD READER TO RELEASE ELECTRIC STRIKE. 2. G.C. SHALL COORDINATE ALL DOOR HARDWARE AND ACCESS CONTROL FEATURES WITH OWNER, SECURITY VENDOR, AND BUILDING MANAGER.ADDITIONAL WORK MAY BE REQUIRED BY THE OWNER AND SECURITY VENDOR AT NON-SCHEDULED DOORS IN EXISTING COMMON BUILDING AREAS. 3. G.C. SHALL COORDINATE WITH OWNER AND BUILDING MANAGER PRIOR TO MODIFICATIONS AT EXISTING DOORS OR HARDWARE OF EXISTING COMMON BUILDING AREAS. 4. G.C. SHALL ENSURE ALL HARDWARE SETS, EXIT DOORS, EXIT ACCESS DOORS AND ACCESS CONTROL ASSEMBLIES COMPLY WITH APPLICABLE BUILDING, MUNICIPAL, AND FIRE CODES. AR gr.Hr-n AR.rHPn A.r, .rrHpn AS SrHpn A B SOLID CORE WOOD PAIR DOORS SOLID CORE WOOD \ DOOR TYPES SCALE: 1/4" = V-0" C D HOLLOW METAL DOOR FLUSH INSULATED CORE W/ VIEWLITE 1/4" SCALE 4' ' 1/8" SCALE 8' 16' RSUf 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Ced. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLJENGINEERINGS0LUT10NS SOLUTI(7NS PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT 04 Advent Health PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 �E o....Fto r R c r AR 99970 G u /S r.. . RED Pic a G h t u SIGNATURE C c lu DATE U C t REVISIONS u N0. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: DOOR SCHEDULE AND FINISH LEGEND SHEET ID: BLDG. ID A601 PROJECT STATUS: CONSTRUCTION DOCUMENTS 1 1 2 1 3 1 4 1 5 RS&H 0 C U A ro 0 a 0) 0 N O N N N N FINISH PLAN 1 SCALE: 1/4" = 1'-0" FINISH LEGEND FINISH 1 -KEY MAN UF. MODEL NAME / NUMBER COLOR SHEEN FLOOR TEXAS GRANITE LVT-1 AMERICAN BILTRITE VTG-130 WHITE/GREY _ 36" X 36" TEXAS GRANITE LVT-2 AMERICAN BILTRITE VTG-158 SOFT BROWN 24" X 24" BASE INTEGRAL BASE IB-1 AMERICAN BILTRITE VTG-130 WHITE/GREY 6" HIGH WALL PROTECTION WP-1 INPRO RIGID SHEET WALL PROTECTION SHARKSKIN 0350 4' X 10' WP-2 INPRO RIGID SHEET WALL PROTECTION SHARKSKIN 0350 8' X 10, CG-1 INPRO 160 SURFACE MOUNT CORNER GUARD SHARKSKIN 0350 4' HIGH CG-2 INPRO 160 SURFACE MOUNT CORNER GUARD SHARKSKIN 0350 8' HIGH CEILING ACOUSTICAL CEILING TILE FIELD PAINT SOLID SURFACE VERTICAL PLASTIC LAMINATE ACT-1 ARMSTRONG P-1 SHERWIN WILLIAMS SS-1 WILSON ART WILSON ART PLAM-1 OPTIMA SQUARE TEGULA OPTIMA SQUARE TEGULAR SW7006 9204CE 7966K-12 WHITE MINDFUL GRAY MORNING ICE 5TH AVE ELM EPDXY SOFTGRAIN SIZE REMARKS HEAT WELDED ROD VHW-45 TAUPE. MANUFACTURERS REP CONTACT: BRYAN LEE 407.636.0658 HEAT WELDED ROD VHW-45 TAUPE. MANUFACTURERS REP CONTACT: BRYAN LEE 407.636.0658 MANUFACTURERS REP CONTACT: BRYAN LEE 407.636.0658 4' HIGH ABOVE INTEGRAL WALL BASE; SEE FINISH PLAN FOR LOCATIONS, MANUFACTURERS REP CONTACT: DAVE RONCA 813.391.8407 8' HIGH ABOVE INTEGRAL WALL BASE; SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: DAVE RONCA 813.391.8407 CORNER GUARD. SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: DAVE RONCA 813.391.8407 CORNER GUARD. SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: DAVE RONCA 813.391.8407 24" X 24"/ PRELUDE 15/16" WHITE GRID MANUFACTURERS REP CONTACT: JONATHAN ELROD 407.803.3448 FIELD PAINT. SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: MEGHAN RAWLINGS 407.832.5388 MANUFACTURERS REP CONTACT: MEGHAN RAWLINGS 407.832.5388 FINISH PLAN KEYNOTES COORDINATE W/ CENTER OF PATIENT TABLE 1 F CONTROL POINT; SEE OWNER VENDOR EQUIPMENT DRAWINGS MATERIAL CODE LEGEND ACC ACCESSORIES IB INTEGRAL BASE ACT CEILING TILE P PAINT PLAM PLASTIC LAMINATE LVT LUXURY VINYL TILE SS SOLID SURFACE FINISH TAG LEGEND 1.0 CEILING - WALL BASE FLOOR FINISH PLAN LEGEND ---------d---- BASE SCOPE OF WORK I, - WP-1------- DEDUCT ALTERNATE SCOPE OF WORK WALL PROTECTION, WP-1; SEE FINISH LEGEND ------- WP-2------- WALL PROTECTION, WP-2; SEE FINISH LEGEND L CORNER GUARD CG-1; CG SEE FINISH LEGEND LVT-1 LVT-2 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 wM 0S01.L;TI0NS PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Advent Hea Ith PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 G�A����c O FtoAl W TYLER R�O,y co < o 0 V- N AR 99970 kL oW0 ��STFRED m co LU SIGNATURE W d DATE L1J 4 0 REVISIONS w NO. DESCRIPTION DATE U 1 AHCA & MISC. 1/08/2020 U - a DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: FINISH PLAN, LEGEND & DETAILS SHEET ID: BLDG. ID eon PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 1 18" 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 n C B A 2 IL V 0 0 SPECIFICATIONS FIRE PROTECTION LEGEND FIRE PROTECTION N DESIGN CRITERIA ERl A GENERAL NOTES 210100 -AUTOMATIC SPRINKLERS SYSTEMS SYMBOL DESCRIPTION THESE DRAWINGS ARE COMPLETE SPRINKLER DESIGN DRAWINGS FOR REVIEW BY AHCA FOR 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA 13 AND ALL APPLICABLE STATE CODES. STAGE III CONSTRUCTION DOCUMENTS. THE LAYOUT OF THE PIPING SYSTEM COMPLETED BY 100- GENERAL PROVISIONS eKE OR *K - CONTROL VALVE w/TAMPER SWITCH TLC, AND ARE IN COMPLIANCE WITH FLORIDA STATUTE 61G15-32.003 AND-32.004. 2, FINAL INSPECTION AND APPROVAL BY LOCAL FIRE MARSHAL AND ARCHITECT/ENGINEER. 1.1 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY D° - U/G GATE VALVE ENTIRE BUILDING (gXCEPT AS NOTEDI: 3. SPRINKLER SHOP DRAWINGS AND MATERIAL SUBMITTALS SHALL BE SUBMITTED TO THE OPERATING FIRE PROTECTION SYSTEM. a - FIRE VALVE CABINET OCCUPANCY CLASSIFICATION: LIGHT HAZARD ARCHITECT/ENGINEER AND STATE FIRE MARSHAL AND SHALL BE APPROVED PRIOR TO ANY SYSTEM TYPE: WET PIPE INSTALLATION. 1.2 CODES AND STANDARDS: THE FIRE SPRINKLER PROTECTION SYSTEMS INSTALLATION, - NEW SPRINKLER PIPING DESIGN DENSITY: .10 GPM/SQ. FT. FLUSHING AND TESTING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13, AND 24 AND HYDRAULIC REMOTE AREA: 1,500 SQ. FT. 4. PIPE ROUTING SHOWN IS SCHEMATIC ONLY. IT IS THE RESPONSIBILITY OF THIS CONTRACTOR TO ALL LOCAL CODES HAVING JURISDICTION. -------- -EXISTING SPRINKLER PIPING SPRINKLER ORIFICE SIZE: 1/2° PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND COORDINATION DURATION OF SUPPLY: 30 MIN. WITH OTHER TRADES. 1.3 PIPE THREAD PATTERN: ALL THREADS SHALL BE IN ACCORDANCE WITH LOCAL FIRE MAXIMUM COVERAGE/SPRINKLER HEAD: 225 SQ. FT. DEPARTMENT SPECIFICATIONS AND NFPA 1963, 1998 REVISION. ----��- - DEMOLISHED SPRINKLER PIPING HOSE STREAM ALLOWANCE: 100 GPM 5. PIPING IN AREAS WITH EXPOSED STRUCTURE SHALL BE INSTALLED AS HIGH AS POSSIBLE TO 21/2" ALLOW THE OWNER MAXIMUM USE OF THE SPACE. 1.4 UUFM APPROVAL: ALL EQUIPMENT, VALVES, COUPLINGS, HANGERS AND DEVICES SHALL BE - PIPE SIZE UNLESS OTHERWISE NOTED ALL STORAGE, SHELLSPACES. MECHANICAL AND ELECIR&AL ROOMS: APPROVED BY UNDERWRITERS' LABORATORY (UL) OR FACTORY MUTUAL (FM) FOR USE IN FIRE 6. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING DESCRIPTIONS AND HEIGHTS. PROTECTION SERVICE. OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP I 1.5 LICENSURE: THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE OF FLORIDA 21/2" 3-0 - PIPE SIZE AND LENGTH SYSTEM TYPE: WET PIPE DESIGN DENSITY: .15 GPM/SQ. FT. 7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS. SPACING OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13 AND THE CERTIFIED FIRE PROTECTION CONTRACTOR. HYDRAULIC REMOTE AREA: 1,500 SQ. FT. LISTING OF THE SPRINKLER. 1.6 ALL FIRE PROTECTION WORK SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER. - CONTROL VALVE W/ TAMPER SWITCH SPRINKLER ORIFICE SIZE: 1/2" DURATION OF SUPPLY: 60-90 MIN. 8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE, PROVIDE ARMOVER OR SWING JOINT AS MAXIMUM COVERAGE/SPRINKLER HEAD: 130 SQ. FT. REQUIRED. 1.7 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE G190+ bow - 2-112" FIRE DEPARTMENT VALVE W/ CAP AND CHAIN HOSE STREAM ALLOWANCE: 250 GPM EXECUTION OF THIS WORK. 9. SPRINKLERS IN AREAS WITH EXPOSED STRUCTURE (OBSTRUCTED CONSTRUCTION) SHALL BE DESIGN CRITERIA: INSTALLED WITH DEFLECTOR 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF 1.8 CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT - HYDRAULIC REMOTE AREA THE FOLLOWING PUBLICATIONS SHALL BE USED AS A REFERENCE FOR DECK). EXPOSED BAR JOISTS THAT HAVE SPRAY -ON FIRE PROOFING THAT MAKES THE JOIST SOLID SHALL BE TREATED LIKE A BEAM WITH THE SPRINKLERS 1" BELOW THE BOTTOM OF THE FIRE ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL WORK IN A TIMELY THE DESIGN OF THE FIRE SUPPRESSION SYSTEM ON THIS PROJECT. PROOFING. MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. 1. NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION -KEYNOTE 2. FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017) 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS 1.9 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL OR EXCEED THE RATING OF MATERIAL. THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. ® - HYDRAULIC REFERENCE NODE 1.10 PIPING SHOP DRAWINGS: SUBMIT 1/8" SCALE PIPING SHOP DRAWINGS. SHOP DRAWINGS SHALL 11. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON -ACCESSIBLE CEILINGS AND CHASES. INCLUDE SPRINKLER PIPING CUT LENGTHS, OFFSETS, FITTINGS AND DEVICES, ELEVATIONS, Q - REVISION REFERENCE FIRE SPRINKLER: HANGER LOCATIONS, SPRINKLER HEAD COUNT BY TYPE, ELEVATION SECTIONS AND OTHER THE CONTRACTOR SHALL PREPARE SYSTEM LAYOUT DRAWINGS PER CHAPTER 23, OF NFPA 12. PROVIDE A PERMANENTLY ATTACHED NAME TAG TO THE RISER STATING THE REQUIRED DESIGN INSTALLATION INFORMATION. SUBMIT HYDRAULIC CALCULATIONS PROVING THE VIABILITY OF e - CONNECT TO 13 - 2013 EDITION. THE CONTRACTOR SHALL PERFORM HYDRAULIC CALCULATIONS. CRITERIA FOR EACH HYDRAULICALLY -DESIGNED SYSTEM. THE MOST HYDRAULICALLY -REMOTE AREAS OF THE PROJECT. INDICATE HYDRAULIC CONTRACTOR'S SPRINKLER SYSTEM LAYOUT (SHOP DRAWINGS), HYDRAULIC CALCULATIONS REFERENCE POINTS AND SUBMIT COMPUTER ANALYZED NODAL CALCULATIONS IN BOTH -DEMO TO AND MATERIAL DATA SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER AND AUTHORITY 13. PROVIDE SPRINKLERS UNDERNEATH ALL EXPOSED DUCTWORK WHICH IS OVER 48" WIDE AND TABULAR AND GRAPHICAL FORMATS. HYDRAULIC IMBALANCE SHALL NOT EXCEED 0.01 GPM AT HAVING JURISDICTION FOR APPROVAL PRIOR TO SYSTEM INSTALLATION. SPACE HEADS AROUND ALL OBSTRUCTIONS IN ACCORDANCE WITH NFPA 13. HEADS UNDER DUCTS ANY NODE, AND WATER VELOCITY SHALL NOT EXCEED 20 FEET PER SECOND. DEMONSTRATE ARE NOT INDICATED ON THE DRAWINGS BUT ARE REQUIRED AND SHALL BE PROVIDED IN COMPLIANCE WITH THE REQUIREMENTS OF NFPA-13 REGARDING DENSITY, AREA OF ACCORDANCE WITH NFPA 13. SPRINKLER LOCATIONS UNDER DUCTWORK AND AROUND APPLICATION, SELECTION OF HYDRAULICALLY -REMOTE AREAS, AND MAXIMUM COVERAGE PER WATER SUPPLY DATA: OBSTRUCTIONS SHALL BE GOVERNED BY FINAL INSTALLED LOCATIONS. SPRINKLER. THE CONTRACTOR SHALL PERFORM HYDRANT -FLOW TEST TO VERIFY WATER PRESSURE 14. PROVIDE SPRINKLERS AT THE TOP AND BOTTOM OF ALL STAIRWELLS AND AT THE LANDING OF 1.11 COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL REQUIRED FOR HYDRAULIC CALCULATIONS. EACH FLOOR THAT OPENS INTO MORE THAN ONE FIRE ZONE. PIPING TO AVOID DUCTWORK, PIPING, AND BUILDING STRUCTURE. 15. PROVIDE SPRINKLER GUARDS ON ALL HEADS IN ELECTRIC ROOMS, TELEPHONE ROOMS, ELEVATOR 2.00 - BASIC MATERIALS AND METHODS ROOMS, ELEVATOR SHAFTS AND ON ANY HEADS LESS THAN T-0" ABOVE THE FLOOR. 2.1 GENERAL: ONLY THE FOLLOWING MATERIALS DESIGNED FOR 175 PSIG CWP SHALL BE USED 16. IF SYSTEM PRESSURE EXCEEDS 100 PSI PROVIDE HANGERS PER NFPA 13 9.2.3.4. AND 9.2.3.5.2 THAT FOR FIRE PROTECTION PIPING UNLESS SPECIFICALLY INDICATED OTHERWISE. ALL PIPING PREVENTS UPWARD MOVEMENT OF THE PIPE FOR SPRINKLERS IN THE PENDENT POSITION. A MATERIALS SHALL HAVE A CORROSION RESISTANCE RATING (CCR) OF 1.0 OR GREATER. MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND ALL ARM-OVERS OVER 12". 2.2 PIPE: 2 INCH OR SMALLER PIPE, AND ALL THREADED PIPING SHALL BE BLACK STEEL, SCHEDULE NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT 17. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO 40, ASTM A-53. 2-1/2 INCH AND LARGER PIPE MAY BE BLACK STEEL, SCHEDULE 10, ASTM A-135. ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY OWN RAL FIR PROT TfON NO `E F lR FLOMDA IN N�$'TRATI1fE 2.3 FITTINGS: SCHEDULE 4 K E L E JOINED BY U 0 BLACK STEEL PIP SHALL B JO D MECHANICAL COUPLINGS, CIRCUMSTANCES. ANY PIPING RUN OVER ELECTRICAL SHALL BE REROUTED AT NO ADDITIONAL COST. THREADED OR WELDED FITTINGS; SCHEDULE 10 BLACK STEEL PIPE SHALL BE JOINED BY ROLLED GROOVE COUPLINGS OR WELDED FITTINGSONLY. WELDED BRANCH CONNECTIONS O C C O S WHICH ARE AT LEAST 2 NOMINAL PIPE SIZES SMALLER THAN THE MAINS ARE PERMITTED. ■ FLORIDA FfEAL. THARE PROJECTS III.H�►PTER1 `- - G� 5-3 NOTES 18. SPRINKLERS IN EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200 F SPRINKLERS :($-,TAGE PER NFPA 13. THREADED FITTINGS ARE ACCEPTABLE ONLY FOR PIPING 2 INCHES AND SMALLER. THE WATER -BASED FIRE PROTECTION SYSTEM HAS BEEN DESIGNED IN COMPLIANCE WITH a. THE POINT OF SERVICE AND THE WATER SUPPLY CHARACTERISTIC'S FOR THE FIRE 19. WET BULK SUPPLY MAINS AND HOSE SUPPLY MAINS EXPOSED TO THE WEATHER SHALL BE 2.4 HANGERS: ALL HANGER SPACING SHALL COMPLY WITH THE REQUIREMENTS OF NFPA-13. NFPA 13-2010, FLORIDA ADMINISTRATIVE CODE 61 G15-32, AND THE STATE OF FLORIDA AGENCY PROTECTION SYSTEM IS SHOWN ON THE FIRE PROTECTION SITE PLAN. INSULATED AND PROVIDED WITH AN ALUMINUM JACKET. FOR HEALTHCARE ADMINISTRATION (AHCA) AS FOLLOWS: 2.5 SPRINKLER MEAD LOCATION: INSTALL SPRINKLER HEADS IN THE CENTER OF THE CEILING TILES b. THE FIRE PROTECTION TION DESIGN CALCULATIONS, INSTALLATION AND THE ACCEPTANCE TESTING G 20. PROVIDE A TEMPORARY STANDPIPE SYSTEM WITH FIRE DEPARTMENT CONNECTIONS DURING FOR SUSPENDED CEILING APPLICATIONS. 1. THESE DRAWINGS REPRESENT A COMPLETE SPRINKLER DESIGN AS REQUIRED FOR REVIEW BY OF THE FIRE PROTECTION SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2013 EDITION; THE CONSTRUCTION. AHCA FOR STAGE III CONSTRUCTION DOCUMENTS, IN CONJUNCTION WITH ASSOCIATED FLORIDA BUILDING CODE AND THE FLORIDA FIRE PREVENTION CODE 6TH EDITION AND ALL 2.6 SPRINKLER CAGE GUARD: PROVIDE HEAD GUARDS ON ALL HEADS IN ELECTRICAL ROOMS AND HYDRAULIC CALCULATIONS AND A LAYOUT OF THE PIPING SYSTEM COMPLETED BY TLC, AND LOCAL CODES REQUIRED BY THE AUTHORITY HAVING JURISDICTION. ON ALL HEADS LESS THAN 7'-0" ABOVE FINISHED FLOOR. ARE THE COMPLETE ENGINEERING DOCUMENTS IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.003 AND-32.004. c. AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE "��c �"� r• l : %RINLER ION 2.7 GAUGES: PROVIDE GAUGES AND GAUGE VALVES AS REQUIRED BY NFPA 13. GAUGE LOCATED ON THE CONTRACT DOCUMENTS. �J'1 V'ONTRTONONIET. SCALE SHALL BE 0-300 PSI UNLESS OTHERWISE INDICATED. 2. SUPPLEMENTAL INFORMATION HAS ALSO BEEN PROVIDED HEREIN TO ASSIST AHCA AND OTHER AUTHORITIES HAVING JURISDICTION (AHJ) IN UNDERSTANDING THE OWNER'S INTENDED d. THE FIRE PROTECTION CONTRACTOR SHALL PREPARE AND PROVIDE FIRE PROTECTION SYSTEM THE EXISTING FIRE PROTECTION SYSTEM SHALL REMAIN ACTIVE DURING THE CONSTRUCTION 2.8 ACCESS PANELS: PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NOW USE AND PROPOSED PROTECTION OF THE BUILDING PURSUANT TO FLORIDA ADMINISTRATIVE LAYOUT DOCUMENTS WITH HYDRAULIC CALCULATIONS. FIRE PROTECTION SYSTEM LAYOUT AND INSTALLATION OF THE NEW FIRE SPRINKLER SYSTEM. ONCE THE NEW SYSTEM IS ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. CODE 61G15-32.003 (8) AND AS OUTLINED IN NFPA 13 - 23.1 AS PRELIMINARY PLANS TO PROVIDE DOCUMENTS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED TO THE INSTALLED, CONNECTED TO THE WATER SOURCE, IS TESTED AND ACCEPTED BY THE AHJ THE A CLEAR REPRESENTATION OF THE HAZARD TO BE PROTECTED, THE SYSTEM DESIGN ARCHITECT/ENGINEER AND THE LOCAL AHJ FOR ACCEPTANCE PRIOR TO PERMITTING. EXISTING SYSTEM CAN BE DEMOLISHED. THE BUILDING SHALL NOT BE WITH OUT FIRE 2.9 HYDROSTATIC TESTS: ABOVE GROUND AND BELOW GROUND PIPING SYSTEMS SHALL BE CONCEPT, THE PROPOSED WATER SUPPLY CONFIGURATION, AND BUILDING CONSTRUCTION SPRINKLER PROTECTION AT ANY TIME DURING CONSTRUCTION EXCEPT FOR THE TIME OF HYDROSTATICALLY TESTED AT NOT LESS THAN 200 PSI PRESSURE, OR AT 50 PSI IN EXCESS OF INFORMATION PERTINENT TO THE SYSTEM LAYOUT AND DETAILING. e. SEE SITE PLAN FOR THE CHARACTERISTICS WATER SUPPLY PIPING. CONNECTING THE NEW SYSTEM AND DISCONNECTING THE EXISTING SYSTEM. PROVIDE 72 THE MAXIMUM PRESSURE, WHICHEVER IS GREATER, FOR A PERIOD OF 2 HOURS. THE TEST HOUR NOTICE TO THE OWNER PRIOR TO SYSTEM SHUT DOWNS. COORDINATION WITH THE PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE 3. IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 61G15-32.004 (4), INSOFAR AS f. THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE A HYDRANT FLOW TEST AND PERFORM OWNER PRIOR TO SHUT DOWN OF THE EXISTING FIRE SPRINKLER SYSTEM IS REQUIRED TO INDIVIDUAL SYSTEM OR PORTION OF THE SYSTEM BEING TESTED. THE SPRINKLER PIPING ADDITIONAL INFORMATION IS SHOWN IN THESE ENGINEERING DOCUMENTS THAN IS REQUIRED, HYDRAULIC CALCULATIONS FOR PREPARATION OF THE FIRE PROTECTION SYSTEM LAYOUT IMPLEMENT OTHER MEANS OF FIRE SAFETY FOR THE BUILDING. SHALL NOT HAVE LEAKAGE EXCEEDING THE AMOUNTS SPECIFIED IN NFPA 24. LEAKAGE TLC IS RESPONSIBLE FOR THE TECHNICAL ACCURACY OF THE WORK IN ACCORDANCE WITH DOCUMENTS (WORKING PLANS). QUANTITIES SHALL BE DETERMINED BY PUMPING AT THE SPECIFIED TEST PRESSURE FROM A APPLICABLE CODES, STANDARDS AND SOUND ENGINEERING PRINCIPLES. TEMPORARY FIRE PROTECTION: CALIBRATED CONTAINER. REPAIR LEAKING JOINTS AND RETEST AS NECESSARY UNTIL ALL g. ALL SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES AND INTERFACE PROVIDE TEMPORARY SPRINKLER HEADS TO PROVIDE COVERAGE IN ALL CONSTRUCTION SYSTEMS HAVE BEEN TESTED. TEST THE PIPING BETWEEN THE CHECK VALVE IN THE FIRE 4. SHOP DRAWINGS SHALL BE DEVELOPED AND SUBMITTED BY THE FIRE PROTECTION SUB- THE ALARM CIRCUIT. ZONES CREATED BY TEMPORARY CONSTRUCTION BARRIERS INCLUDING CONSTRUCTION FOR DEPARTMENT INLET PIPE AND THE OUTSIDE CONNECTION THE SAME AS THE BALANCE OF THE CONTRACTOR AS FOLLOWS: ALL PHASES. SYSTEM. A. THE FIRE PROTECTION INSTALLING SUBCONTRACTOR, IN ACCORDANCE WITH THE FIRE h. THE WATER SUPPLY FOR THE FIRE PROTECTION SYSTEM HAS NOT SHOWN ANY EVIDENCE OF PROTECTION SPECIFICATION SECTIONS, MUST PROVIDE LAYOUT DOCUMENTS OR MICROBIAL INDUCED CORROSION (MIC). THE FIRE PROTECTION CONTRACTOR SHALL NOTIFY 3.00 - FIRE PROTECTION VALVES AND ACCESSORIES WORKING PLANS (SHOP DRAWINGS) IN COMPLIANCE WITH FLORIDA ADMINISTRATIVE CODE THE ARCHITECT/ENGINEER OF ANY EVIDENCE OF MIC AND PROVIDE NECESSARY WATER 61G15-32.002 AND NFPA 13 CHAPTER 23 FOR TLC REVIEW. TREATMENT AS NEEDED TO REDUCE OR ELIMINATE MIC. 3.1 QUICK -RESPONSE UPRIGHT SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH UPRIGHT DEFLECTORS FOR INSTALLATION ABOVE THE BRANCH LINE WITH BRASS FINISH - B. TLC WILL REVIEW THE SHOP DRAWINGS FOR ACCURACY, DESIGN INTENT AND COMPLIANCE L ALL METERING AND BACK FLOW PREVENTION DEVICES SHALL MEET WITH ALL WATER FRE "PR. TETIONNA''INO INDEX CENTRAL GB-QR OR VIKING MICROFAST MODEL M. WITH THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE 61G15 AND NFPA 13. PURVEYORS REQUIREMENTS. - SHEET DESCRIPTION ISSUED 3.2 QUICK RESPONSE SEMI -RECESSED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED C. IF THE LAYOUT DOCUMENTS CONTAIN MATERIAL DEVIATIONS (ANY DEVIATION FROM THE j. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE LISTED AND TESTED FOR FIRE FP103 NEW CONSTRUCTION PLAN - FIRE PROTECTION Yes WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE WITH CHROME- DESIGN PARAMETERS ESTABLISHED AND DOCUMENTED IN THESE PLANS), THE FIRE PROTECTION USE. ALL FIRE PROTECTION EQUIPMENT AND COMPONENTS SHALL BE THE U.L. IFP001 GENERAL FIRE PROTECTION INFORMATION Yes PLATED FINISH - RELIABLE G5-56 OR VIKING MICROFAST MODEL M WITH MODEL F-1 PROTECTION SUBCONTRACTOR SHALL REIMBURSE TLC ENGINEERING FOR ALL LISTED AND FM APPROVED. ESCUTCHEON. ENGINEERING FEES REQUIRED TO REVISE THE ENGINEERING DOCUMENTS AND FOR RESUBMISSION TO AHCA AND OTHER AHJ'S. 3.3 QUICK -RESPONSE CONCEALED SPRINKLERS: SPRINKLER HEADS SHALL BE MANUFACTURED WITH PENDANT DEFLECTOR FOR INSTALLATION BELOW THE BRANCH LINE WITH WHITE FINISH - D. A COPY OF THE APPROVED SHOP DRAWINGS AND ENGINEERING DOCUMENTS SHALL BE RELIABLE G5-56 OR VIKING MICROFAST MODEL M. PROVIDED FOR AHJ REVIEW AS REQUIRED FOR PERMITS. 3.4 SPRINKLER CAGE GUARD: PROVIDE SPRINKLER HEAD OPEN -WIRE CAGE GUARD TO PROTECT HEADS FROM INJURY. CAGE WIRE SHALL BE CADMIUM -PLATED STEEL - TYCO SPRINKLER GUARD A-1 OR VIKING MODEL A-1 SPRINKLER GUARD. 3.5 BUTTERFLY TYPE ISOLATION, 2-1/2 INCH AND LARGER: ISOLATION VALVES 2-1/2 INCH AND LARGER SHALL BE CAST IRON BODY BUTTERFLY VALVES WITH THE VALVE SIZE, PRESSURE RATING, MANUFACTURER AND "UL" AND "FM" CAST INTO THE BODY. VALVE SHALL HAVE BRONZE OR CAST IRON DISC, NEOPRENE DISC LINER, CAST IRON HANDWHEEL WITH DISC FIE SPRINI.ER LEGEND POSITION INDICATOR INTEGRAL TAMPER SWITCH 175 PSIG CWP WORKING PRESSURE 350 PSIG CWP TEST PRESSURE, AND FLANGED OR GROOVED CONNECTIONS - GRINNELL 8000 FP OR SYMBOL ORIFICE TEMP RESPONSE K-FACTOR FINISH MODEL STYLE PLATE MFG EQUAL. 1/2" 1550 F QUICK 5.6 WHITE GB-56 CONCEALED WHITE RELIABLE 3.6 ISOLATION VALVE TAMPER SWITCH: PROVIDE AN ELECTRONIC SUPERVISORY OR TAMPER 0 3/4" 1650 F QUICK 11.2 BRASS G4 XLO QREC CONCEALED EXT COVERAGE WHITE RELIABLE r-i 1/2" 1550 F -- -- - EXISTING PENDENT -- EXISTING SWITCH ON EACH ISOLATION VALVE IN THE SPRINKLER SYSTEM. UNIT SHALL HAVE A RED TAMPER -PROOF COVER WHICH WILL ACTIVATE AN ALARM OR TROUBLE SIGNAL WHEN ,-, 1/2" 1550 F - -- -- EXISTING UPRIGHT -- EXISTING ADJUSTED. PROVIDE UNIT WITH SINGLE -POLE, NORMALLY CLOSED MICROSWITCH, MOUNTING BRACKET, AND NON-RESETTABLE LOCK WITH REMOVABLE RESET KEY - SIMPLEX 2097-9035. 3.7 FLOW SWITCH: PROVIDE AN ELECTRIC FLOW SWITCH WHERE INDICATED OR REQUIRED. FLOW SHALL BE SENSED BY AN IMMERSION PADDLE, WITH AN ADJUSTABLE RETARD SETTING FROM 0 TO 70 SECONDS TO MINIMIZE FALSE ALARMS. FLOW SWITCH SHALL HAVE 2 SEPARATE SINGLE POLE, DOUBLE THROW MICROSWITCHES TO ACTIVATE A FLOW ALARM, OR TO INDICATE A TROUBLE SIGNAL IF THE FLOW SWITCH HOUSING IS TAMPERED. FLOW ALARM SHALL BE AUTOMATICALLY RESETTING. PROVIDE CLAMP -ON HOUSING TO SECURE UNIT TO PIPE, OR THREADED CONNECTION FOR TEE FITTING - POTTER ELECTRIC SIGNAL CO. VSR-S. 3.8 INSPECTOR'S TEST AND DRAIN: TEST AND DRAIN SHALL BE PROVIDED WITH INTEGRAL SIGHT GLASS, INTEGRAL 1/2 INCH TEST ORIFICE AND POSITIVE POSITIONING OF HANDLE FOR OFF, TEST AND DRAIN OPERATIONS - G/J INNOVATIONS, INC "SURE -TEST" OR AGF MANUFACTURING, INC. "TESTDRAIN". RS&H 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-58800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000M 5620 * LCC000210 * GB238 �%,TLC ENGINEERING S O L U T I O N Wqydght2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 wm ile-engineerstom P 407.841.9060 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 No 71576 Z-33 ' STATE OF :40 . • ..o,O� O R 1.9. P `, � z�l REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: ALJ DRAWN BY: JLL DESIGNED BY: AL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: GENERAL FIRE PROTECTION INFORMATION SHEET ID: BLDG. ID FP001 PROJECT STATUS: CONSTRUCTION DOCUMENTS w a v w 0 v Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 1111 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' I 2 3 4 5 IC C•] B A 1" I 1" 90* ELL 1" NIP 10900 BRANCH LINE 1x1/2 REDUCER 1" DR CEILING 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 PENDENT POSITION. A MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND ALL ARM-OVERS OVER 12". RETURN BEND / SWING JOINT No Scale TOP BEAM CLAMP (UL LISTED OR FM APPROVED) 'ASTENER OR F.M. APPROVED) R. 111 2 :6It PIPE HANGER RING (U.L. LISTED OR F.M. APPROVED) 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 PENDENT POSITION. A MAXIMUM OF 12" FROM THE END SPRINKLER ON A BRANCH LINE AND ALL ARM-OVERS OVER 121, HANGER - CONCRETE / STEEL No Scale BRANCH LINE 1" 90* ELL REDUCER CEILING N NEW CONSTUCTION PLAN - FIRE PROTECTION SCALE: 1/4" = V-0" 0 FIRE PROTECTION KEYNOTES 1 EXISTING STANDPIPE WITH 2-1/2" FDV. 2 EXISTING SPRINKLER CONTROL VALVE WITH TAMPER AND FLOW SWITCH. 3 EXISTING CONTROL VALVE WITH TAMPER SWITCH. 4 REMOVE EXISTING SPRINKLER AND ARM -OVER TO NEW SPRINKLERS) LOCATION. 5 REMOVE EXISTING SPRINKLER AND PLUG OUTLET. 6 EXISTING SPRINKLER TO REMAIN IN THIS AREA. FIRE PROTECTION NOTE: THE EXISTING FIRE PROTECTION SYSTEM SHALL BE MODIFIED TO ACCOMMODATE THE NEW CEILING AND WALL CONFIGURATIONS. COORDINATE THE EXISTING SPRINKLER SYSTEM WITH THE NEW CEILING HEIGHTS AND THE NEW MECHANICAL EQUIPMENT. KEY PLAN - LEVEL 2 (!) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH RS&H 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-284-6624 www.rsandh.com FL Cod. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 A�mJLC ENGINEERING S O L U T I O N ®Copyright 2919 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 WWW.tic angineers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT CUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 ,N1 LEE 1111111 No 71576 ` r 0:" STATE OF O R� 9 LU S�0 N A� �11#unn H W J 0 Q V REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: AU DRAWN BY: JLL DESIGNED BY: JLL PROJECT NUMBER: 504-0253-000 0 2019 RSr;<H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - FIRE PROTECTION SHEET ID: Do 9 FP1 03 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and properly of RSBH, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 2 3 4 I 5 C�7 C B A SYMBOL AW"'" _AWE: CO2- CA CD DA DI DV FOF FOG FOR FOS ^FOV---- G -- GR ��MA----- -- MV- NI N20 OX_-_ -_. S ST --ST=�==-� STO _-STO-.� W S1N-w. {}-C - _-----_--- CO III CO I i -0 coli0 CO FD I- FD PAC (Q� FS W .�i fi- - OeNgm-- I-C r-G G Y 0 G C AP-XX MAP-XX MG©-XX-XX «,I3 XI I MGV-XX Q 1 P2.O1 DESCRIPTION - ACID VENT - ACID WASTE - BELOW GROUND ACID WASTE - CARBON DIOXIDE - COMPRESSED AIR - ABOVE GROUND CONDENSATE DRAIN - BELOW GROUND CONDENSATE DRAIN - DENTAL AIR - DEIONIZED WATER - DENTAL VACUUM - DOMESTIC COLD WATER - DOMESTIC HOT WATER - DOMESTIC HOT WATER RETURN - FUEL OIL FILL - FUEL OIL GAGE - FUEL OIL RETURN - FUEL OIL SUPPLY - FUEL OIL VENT - GAS - KITCHEN WASTE (GREASE) - MEDICAL COMPRESSED AIR - MEDICAL VACUUM - NITROGEN - NITROUS OXIDE -OXYGEN -ABOVE GROUND SANITARY -BELOW GROUND SANITARY - SANITARY VENT - ABOVE GROUND STORM - BELOW GROUND STORM - OVERFLOW STORM DRAIN - BELOW GROUND OVERFLOW STORM - SOFT COLD WATER - WATER METER - HOSE BIBB OR WALL HYDRANT - CLEAN OUT PLUG - WALL CLEANOUT - WALL CLEANOUT - FLOOR CLEAN OUT - FLOOR DRAIN - ROOF DRAIN - FLOOR SINK - SHUT-OFF VALVE IN VALVE BOX - SHUTOFF VALVE - BALL VALVE - CALIBRATED BALANCING VALVE - CHECK VALVE (SWING) - PRESSURE REDUCING VALVE - SOLENOID OPERATED VALVE - REDUCED PRESSURE BACKFLOW PRE' - RELIEF OR SAFETY VALVE - GAS COCK - GAS PRESSURE REGULATOR - SHUTOFF VALVE ON RISER - GAS COCK ON RISER - CONNECTION, TOP - CONNECTION, BOTTOM - ELBOW, TURNED DOWN - ELBOW, TURNED UP - TEE, TURNED UP - TEE, TURNED DOWN -CAP - DIRECTION OF FLOW - ALARM PANEL - MASTER ALARM PANEL - MEDICAL GAS OUTLET - MEDICAL GAS VALVE BOX - CONNECT TO EXISTING - DEMOLISH TO POINT INDICATED - REVISION REFERENCE - DETAIL REFERENCE: TOP -DETAIL#, BOTTOM -DRAWING# SHOWN ON SYMBOL DESCRIPTION CA - COMPRESSED AIR AFF -ABOVE FINISH FLOOR AW - ACID WASTE AV - ACID VENT CO2 - CARBON DIOXIDE CB - CATCH BASIN CD - CONDENSATE DRAIN CFH - CUBIC FEET PER HOUR CO -CLEANOUT CONT - CONTINUATION CW - DOMESTIC COLD WATER DI - DEIONIZED WATER DN - DOWN DS - DOWNSPOUT DWG - DRAWING EXIST - EXISTING "F - DEGREE FAHRENHEIT FCO - FLOOR CLEANOUT FD - FLOOR DRAIN FOF - FUEL OIL FILL FOG - FUEL OIL GAGE FOR - FUEL OIL RETURN FOS - FUEL OIL SUPPLY FOV - FUEL OIL VENT FS - FLOOR SINK G - GAS GPH - GALLONS PER HOUR GPM - GALLONS PER MINUTE GR - KITCHEN WASTE (GREASE) HB - HOSE BIBB HD - HUB DRAIN HW - DOMESTIC HOT WATER HWR - DOMESTIC HOT WATER RETICULATING IE - INVERT ELEVATION IW - INDIRECT WASTE KW - KILOWATT LBS -POUNDS MA - MEDICAL AIR MV - MEDICAL VACUUM MH -MANHOLE NI - NITROGEN N20 - NITROUS OXIDE NC - NORMALLY CLOSED NIC - NOT IN CONTRACT NO - NORMALLY OPEN NP - NON -POTABLE WATER NTS - NOT TO SCALE OD - OUTSIDE DIAMETER OX -OXYGEN PRV - PRESSURE REDUCING VALVE PSI - POUNDS PER SQUARE INCH PVC - POLYVINYL CHLORIDE PIPE RD - ROOF DRAIN RPBP - REDUCED PRESSURE BACKFLOW PRE) S - SANITARY SF - SQUARE FEET SH -SHEET ST -STORM STO - OVERFLOW STORM DRAIN SW - SOFT COLD WATER V -VENT VC - VACUUM CLEANING VTR - VENT THRU ROOF WCO - WALL CLEANOUT WTR - WATER • FLORIDA BUILDING CODE 6TH EDITION - 2017 EDITION • NFPA #99, HEALTHCARE FACILITIES CODE - 2015 EDITION. " GUIDELINES FOR DESIGN AND CONSTRUCTION. FLORIDA HEALTHCARE FACILITIES - 2014 EDITION. ALL LOCAL CODES - LATEST EDITION. NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS -BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK. 5. NOTIFY OWNER AT LEAST 72 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR WORKING HOURS. 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. 7. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. 8. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. 9. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON - ACCESSIBLE CEILINGS. 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 11. FLASH AND COUNTER -FLASH ROOF PENETRATIONS. SEE: ARCHITECTURAL DRAWINGS FOR DETAILS. 12. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. 13, PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. 14. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 15. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. 16. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. 17. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. 18. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE, UNLESS OTHERWISE NOTED. 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. 20. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. 21. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION, DO NOT ROUTE: ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE- ROUTED AT NO ADDITIONAL COST. 22. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE. 23. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. 24. PROVIDE CERTIFIED COPY OF MEDICAL GAS TEST REPORT AT FINAL A.H.C.A. INSPECTION. P001 GENERAL PLUMBING INFORMATION Yes P100 DEMOLITION PLAN - PLUMBING Yes P101 DEMOLITION PLAN - MEDICAL GAS Yes P102 NEW CONSTRUCTION PLAN - GRAVITY Yes P103 NEW CONSTRUCTION PLAN - GRAVITY ALT. Yes P104 NEW CONSTRUCTION PLAN - PRESSURE Yes P105 NEW CONSTRUCTION PLAN - PRESSURE ALT. Yes P106 NEW CONSTRUCTION PLAN - MEDICAL GAS Yes P107 NEW CONSTRUCTION PLAN - MEDICAL GAS ALT. Yes P201 PLUMBING DETAILS Yes P202 PLUMBING DETAILS Yes P301 I PLUMBING RISER DIAGRAMS Yes ICI SINK SINGLE COMPARTMENT SELF RIMMING SINK CONSTRUCTED OF TYPE 30218-8 STAINLESS STEEL, 22" 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 3-HOLE FAUCET INSTALLATION ON 4-INCH CENTERS. 8-INCH WIDESPREAD COMBINATION CHROME PLATED BRASS FAUCET, WITH RIGID GOOSENECK (5-318" 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. 3/8 INCH I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 112" CHROME PLATED COPPER EXTENSION TUBE WITH SWEAT CONNECTION. CHROME PLATED 17 GAUGE 1-112 X 1-1/2 P-TRAP WITH CLEANOUT. BASIS OF DESIGN SINK - EEKAY LR-22191LK-99 FAUCET - CHICAGO-786-E29VP SUPPLIES - MCGUIRE - H17OLK TRAP - MCGUIRE - 8912 141 CLEANOUTS GENERAL(ALL FLOOR CLEANOUTS): DURO-COATED CAST IRON CLEANOUT WITH MEMBRANE FLANGE WITH CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. CLEANOUT CAN BE ADJUSTED TO FINISH FLOOR LEVEL AFTER CONCRETE HAS SET. FLOOR: HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP CARPETED FLOOR: HEAVY DUTY ROUND NICKEL BRONZE TOP RECESSED FOR CARPET. TILE FLOOR: HEAVY DUTY ROUND NICKEL BRONZE TOP RECESSED FOR TILE. EXTERIOR: HEAVY DUTY ROUND SCORIATED NICKEL BRONZE TOP. PROVIDE WITH 18" X 4" THICK CONCRETE COLLAR, SEE DETAIL. WALL: CAST IRON CLEANOUT TEE, CADMIUM PLATED CAST IRON COUNTERSUNK PLUG, SMOOTH SQUARE NICKEL BRONZE WALLACCESS COVERAND FRAME. PLUG: DURA-COATED CAST IRON FERRULE AND CADMIUM PLATED CAST IRON COUNTERSUNK PLUG. BASIS OF DESIGN FLOOR - ZURN - ZN-1405 CARPETED FLOOR - ZURN - ZN-1405-4 TILE FLOOR - ZURN - ZN-1405A EXTERIOR FLOOR - ZURN - ZN-1406 WALL - ZURN-1445-4 PLUG - ZURN - Z-1440 SS 1 I SURGEONS SCRUB SINK KNEE ACTIVATED DOUBLE COMPARTMENT WALL HUNG $RUB SINK. STAINLESS STEEL CONSTRUCTION WITH WELDED COMPARTMENTS AND COVED CORNERS, HANDS -FREE WATER CONTROL, KNEE ACTIVATED PANEL TURNS WATER ON AND OFF, STANDARD ROSE SPRAY FAUCET PRODUCING A SHOWERHEAD TYPE PATTERN WITHOUT AERATING THE WATER 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 CONNECTION, CHROME PLATED CAST BRASS GRID STRAINER & 1.1/4" O,D. TAILPIECE, CHROME PLATED 17 GAUGE 1.1/4" X 1-1/2" P-TRAP WITH CLEANOUT PLUG, FULLY ADJUSTABLE FLOOR MOUNTED SCRUB SINK CARRIER ADJUSTED TO A HEIGHT AS RECOMMENDED BY SCRUB SINK MANUFACTURER, BASIS OF DESIGN SURGEONS SINK - AMSCO FLEXMATIC SCRUB SINK (2-STATION) STRAINER/TRAP - MCGUIRE-155AI8902 SUPPLY- MCGUIRE - H170LK CARRIER - ZURN ZR-1224-75-1 I APTI ALARM PANEL & MASTER ALARM PANEL I MP-1 I THE AREA ALARM PANEL SHALL BE AN AUDIO-VISUAL, MICROPROCESSOR CONTROLLED, CLOSED CIRCUIT, SELF MONITORING TYPE. THE ALARM SHALL BE DESIGNED TO MONITOR THE PRESSURE IN OXYGEN, NITROUS OXIDE, AIR, NITROGEN, AND VACUUM PIPING SYSTEMS. THE ALARM SHALL BE 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 ASSEMBLY. ALL GAS AND ELECTRIC CONNECTIONS BETWEEN THE ROUGHING -IN AND FINISHING ASSEMBLIES SHALL BE PLUGIN THE ROUGHING -IN BOX SHALL BE FABRICATED OF ALUMINUM AND CONTAIN FACTORY ASSEMBLED 8-INCH LONG, 1/4-INCH NOMINAL I.D. TYPE K COPPER INLET TUBE EXTENSIONS FOR EACH GAS SERVICE; A POWER SUPPLY BOARD; A 120/14 V,60 HERTZ, 25 W TRANSFORMER FOR CONNECTION TO THE EMERGENCY ELECTRICAL SYSTEM; AND A PROTECTIVE PLASTIC SHIELD. ALL LOW VOLTAGE CIRCUITRY SHALL BE 14 V OR LESS, AND SHALL BE PREWIRED *- ALARM PANEL TO BE MODULAR IN DESIGN WITH EACH GASNACUUM MONITORED TO HAVE A LCD (LIQUID CRYSTAL DISPLAY) TO CONTINUOUSLY INDICATE PRESSURE FROM EACH PRESSUREIVACUUM SWITCH (SENSOR) MOUNTED IN LOCATIONS INDICATED ON PLANS. WIRING FOR SIGNAL BETWEEN SWITCHES AND ALARM PANEL BY ELECTRICAL TRADE, COORDINATE LOCATION AS REQUIRED. ALARM PANEL TO HAVE A 90 DBA AUDIBLE WARNING DEVICE, AND AN INTEGRATED CIRCUIT BOARD 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 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, 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 SHOULD THE LINE PRESSURE VARY 20% +/- FROM NORMAL. IF AN ABNORMAL LINE PRESSURE CONDITION IS SENSED IN ANY SYSTEM($) 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. THE MICROPROCESSOR SHALL BE PROGRAMMED TO PROVIDE CONTINUOUS SELF ANALYSIS OF THE INTEGRATED CIRCUIT COMPONENTS, SHOULD A FAILURE OCCUR, AN INTERMITTENT "CHIRP" WARNING SIGNAL SHALL ACTIVATE. THE ALARM PANEL SHALL BE EQUIPPED WITH A RELAY HAVING SELECTABLE NO/NC DRY CONTACTS FOR EACH ABNORMAL SIGNAL TO ENABLE WARNING SIGNALS TO BE MONITORED AT REMOTE LOCATIONS. CONTACTS SHALL BE RATED AT 250 MA @ 24 VOLTS AC OR DC. CONNECTIONS SHALL BE MADE BY A PLUG-IN TERMINAL BLOCK TO THE CIRCUIT BOARD. BASIS OF DESIGN BEACON MEDAES 3-MODULES AREA ALARM PANEL - A2AL - E - VOA 5-MODULES AREA ALARM PANEL - A2AL - E - VOAN2 30 FUNCTION MASTER ALARM PANEL - A2MISO - E - 30 I79-TI FLOOR SINK 12" X 12" X V DEEP, CAST IRON BODY WITH WHITE ACID RESISTING PORCELAIN ENAMEL INTERIOR, ALUMINUM ANTI -SPLASH INTERIOR BOTTOM DOME STRAINER AND NICKEL BRONZE TOP. BASIS OF DESIGN ZURN-Z-1900-T ICI SHOCK ARRESTER PISTON OPERATED, TYPE W COPPER BARREL WITH BRASS THREADED ADAPTOR. ALL JOINTS SHALL BE MADE WITH 95.5 LEAD FREE SOLDER, THE PISTON SHALL BE EQUIPPED WITH TWO (2) "0" RINGS TO PROVIDE A PERMANENT MECHANICAL BARRIER BETWEEN FLUID AND PRE -LOAD AIR CHARGE. ARRESTORS MAY BE INSTALLED IN VERTICAL AND HORIZONTAL POSITION. THE ARRESTOR SHALL BE FULLY GUARANTEED FOR ENTIRE SYSTEM LIFE. NOTE: SHOCK ARRESTORS SHALL BE PROVIDED AT ALL FIXTURES AND BATTERIES OF FIXTURES WHETHER OR NOT THEY ARE SHOWN ON THE DRAWINGS. BASIS OF DESIGN PRECISION PLUMBING PRODUCTS - SC SERIES -TF1-1 AUTOMATIC TRAP PRIMER _ALVE MACHINED OF CORROSION RESISTANT BRASS SHALL NOT CONTAIN SPRINGS OR DIAPHRAMS, "0" RING SEALS TESTED FOR RELIABILITY BETWEEN -40 TO 4500 F. INLET OPENING SHALL BE 1/2-INCH MALE NPT, OUTLET SHALL BE 1/2-INCH FEMALE NPT. TRAP PRIMER OPERATES VIA LINE PRESSURE DROP AND DOES NOT NEED TO BE PLACED NEAR A FIXTURE. BASIS OF DESIGN PRECISION PLUMBING PRODUCTS IMGV-1 I MEDICAL GAS VALVE BOX THE VALVE BOX SHALL BE CONSTRUCTED OF EXTRUDED ALUMINUM WITH A 1V PLASTER FLANGE ON ALL FOUR SIDES. A TEMPORARY PLASTER GUARD SHALL PREVENT DEBRIS FROM ENTERING THE BOX DURING INSTALLATION. A LABEL HOLDER AND LABEL FOR IDENTIFYING THE GAS AND AREA THE VALVE CONTROLS SHALL BE PROVIDED FOR THE CONTRACTOR TO INSTALL. THE FINISH FRAME SHALL BE CONSTRUCTED OF EXTRUDED, ETCHED, AND ANODIZED ALUMINUM. CONCEALED MOUNTING SCREWS SHALL SECURE THE FINISH FRAME TO THE VALVE BOX. THE TINTED, TRANSPARENT WINDOW SHALL BE EASILY REMOVED OR REPLACED WITHOUT THE AIDS OF TOOLS. THE BALL TYPE VALVE SHALL HAVE A CAST BRONZE BODY WITH A BRASS OR BRONZE BALL. THE BOLTED UNION SHALL ALLOW THE VALVE TO SWING OUT FOR EASY SERVICE OR INSTALLATION. THE VALVE IS DESIGNED FOR A WORKING PRESSURE OF 400 P.S.I.. THE VINYL -COATED HANDLE SHALL ONLY REQUIRE ONE QUARTER OF A TURN TO COMPLETELY OPEN OR CLOSE THE VALVE. THE VALVE WITH TUBING EXTENSIONS SHALL BE FACTORY BRAZED, PRESSURE TESTED, CLEANED FOR OXYGEN SERVICE AND CAPPED. A LABEL SHALL BE AFFIXED TO EACH VALVE AND BOTH TUBE EXTENSIONS IDENTIFYING THE GAS BY NAME AND COLOR. A 1-1/2-INCH DIAMETER LINE PRESSURE MONITORING GAUGE SHALL BE SUPPLIED FOR INSTALLATION DOWNSTREAM OF THE SHUT-OFF VALVE. PRESSURENACUUM GAUGE(S) TO BE PROVIDED FOR EACH GAS: 0, A, & N20 (0-100 PSIG FOR 0, A & N20), N (0-300 PSIG FOR N) AND VAC (0-30 INCHES HG) SEE PLAN FOR VALVE SIZES REQUIRED. BASIS OF DESIGN BEACON MEDAES SERIES IM Q I MEDICAL GAS WALL OUTLET THE QUICK CONNECT RECESSED OUTLETS SHALL BE SUITABLE FOR THE SERVICES LISTED BELOW, OUTLETS SHALL CONSIST OF A ROUGHING IN ASSEMBLY AND A FINISHED ASSEMBLY. THE ROUGHING IN ASSEMBLY SHALL CONSIST OF A DIE-CAST BACK PLATE WITH MOUNTING FLANGES ON ALL FOUR SIDES, A RAISED PLASTER STRIKE, AND A NON - REMOVABLE POSITIVE PIN -KEYING ARRANGEMENT FOR EACH SPECIFIC GAS SERVICE. IDENTIFICATION OF EACH GAS SERVICE SHALL BE PERMANENTLY CAST INTO THE BACK PLATE AND CAN BE READ THROUGH A TRANSPARENT PLASTIC PLASTER GUARD. MOUNTED TO THE BACK PLATE IS A FULLY ASSEMBLED BRASS SECONDARY CHECK THAT IS COMPLETELY SERVICEABLE FROM THE FRONT. THE CHECK PREVENTS A GAS FLOW WHEN THE FINISHING ASSEMBLY IS REMOVED FOR MAINTENANCE OR SERVICE. THE SECONDARY CHECK VALVE INCLUDES 7-INCHES OF 3/8-INCH O.D. TYPE K COPPER INLET TUBE WITH A LABEL IDENTIFYING THE SPECIFIC GAS BY NAME AND COLORAND 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 PLATED COVER PLATE, A MACHINED BRASS HOUSING FOR THE PRIMARY CHECK VALVE, THE SECONDARY CHECK VALVE, AND POSITIVE PIN -KEYING DEVICES TO PREVENT ACCIDENTAL INSTALLATION INTO A ROUGHING -IN ASSEMBLY OF A DISSIMILAR GAS, THE FINISHING ASSEMBLY SHALL INCORPORATE A DOUBLE SEAL WHICH AUTOMATICALLY ENGAGES WHEN A HOSE ADAPTER OR PATIENT TREATMENT DEVICE IS REMOVED FROM THE OUTLET. THE FINISHING ASSEMBLY SHALL BE DESIGNED IN ACCORDANCE WITH CGA V-5 STANDARD FOR DIAMETER INDEX SAFETY SYSTEM. THE EXPOSED PORTION OF QUICK CONNECT OUTLET CONNECTION SHALL BE POLISHED CHROME PLATE, GAS SERVICE COMPLETE ASSEMBLY BASIS OF DESIGN BEACON MEDAES (CHEMETRON COMPATIBLE) OXYGEN - O-CHWAL-U-OXY - 0-CHWAL-U AIR VACUUM - O-CHWAL-U-VAC VACUUM SLIDE - 0-WALSLIDE NITROUS OXIDE - O-CHWAL-U-N20 NITROGEN - O-DISWAL-E-NIT 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Ced. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 1 ENOGINEERCING ®Copyright 2019 255 S. Orange Avenue Suite 1600 A Orlando, FL CO15 32801 .tic enginee A 15 P 407_$41,9050 WWWTLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 00 �,EE �Jp& No 71576 STATE OF A(-- SS10NA1-,��� . �l�/� REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: AU DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 5044253-000 0 2019 RS&H, INC. SHEET TITLE: GENERAL PLUMBING INFORMATION SHEET ID: BLDG. ID Pool PROJECT STATUS: CONSTRUCTION DOCUMENTS w C3 v z w J 0 a is Copyright 0 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8!'SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 2 3 4 IC C B A cVIO'T'Wrn 01MMAin1 u N DEMOLITION PLAN - PLUMBING SCALE: 1/4" = V-0" a Copyright 0 2019, This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 3" SCALE 0 3" 6" 1' 1 1 /2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' expressed written consent of this corporation is prohibited. All rights reserved, PLUMBING KEYNOTES 1 EXISTING 2" VTR TO REMAIN. 2 EXISTING FLOOR CLEAN -OUT TO REMAIN. 3 PIPING CONTINUES, 4 EXISTING 1" COLD WATER AND 1/2 HOT AND HOT WATER RETURN, VALVE AND CAPPED FOR FUTURE. 5 EXISTING 3" CW, 2-112" HW,1-1/4" HWR AND 1-1/2" SOFT WATER, 6 EXISTING 6" RWL UP, 7 REMOVE EXISTING PLUMBING FIXTURE AND ASSOCIATED PIPING. CAP WASTE PIPING BELOW THE SLAB. CAP VENT PIPING ABOVE THE CEILING OR IN THE WALL. 8 REMOVE EXISTING FLOOR DRAIN CAP PIPING BELOW FLOOR. PATCH FLOOR TO MATCH EXISTING. 9 REMOVE EXISTING SANITARY STUB UP CAP PIPING BELOW FLOOR. PATCH FLOOR TO 1/4" SCALE 4' 0 2' 4' 8' KEY PLAN - LEVEL 2 Q T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1/8" SCALE 8' 0 4" 8' 16, 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Ced. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ENGINEERING ,�jTLCI SOLUTION Wgyd9ht 2919 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.tlosngineerstom P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 `EE Jo ,•���0� .• �C•E NS S .� • �. F'•..d Qg-• No 71576 r ;• S TAT E OF ..��.� O F4 P ��•••LU C? •j%% sS�0N AL %'�� v ����nrnw/� z W J C.� REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: ALJ DRAWN BY: BA DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: DEMOLITION PLAN - PLUMBING SHEET ID: BLDG. ID Pi 00 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 A I* B A r�in-ru�r+ nirr�niw� v N f 'N �4 �DEMOLITION PLA�N- �MEDICAL GAS SCALE: 1/4" =1'-0" KEY PLAN - LEVEL 2 Q ( ) SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cod. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLC ENGINEERING ,&j SOLUTION ®Copyright2019 256 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www,tic-engineera.com P 407.847.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 ��►��rrrrrrr ♦�� LEE ,Ipy ii ,0 ` C'E N 3 . 0 ` No 71576 .. r .03 ;• STATE OF Q�fi�0R��P ir�S`S`ON A, 1 REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 m 2019 RS&H, INC. SHEET TITLE: DEMOLITION PLAN - MEDICAL GAS SHEET ID: BLDG. ID Pi 01 PROJECT STATUS: CONSTRUCTION DOCUMENTS S W 0 a ca Copyright m 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 i 5 PC C B A i a N NEW CONSTUCTION PLAN - GRAVITY SCALE: 114" =1'-0" KEY FLAN - LEVEL 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-6800 Fax 407-264-6624 www.rsandh.com FL Cart. Nos. MC001886 * 1826000956 5620 * LCC000210 * GB238 ,JI���ENGINEERING SO LUT I ON 0C0pyr4ht 2019 255 S. Orange Avenue Suite 1600 15 Orlando, FL 32801 „� y,0c enginee COAA 15 P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 `,rrrr►rrrrrrr�r1!,f No 71576 ` r i y • C- a '~-33:• STATE OF • wUj A �• V IV ,islO N III A r�`�,� v REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 1211112019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: /�/� 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - GRAVITY SHEET ID: BLDG. ID P1 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 61' 1' 2' 318" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8" 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 n 8 A 0 0 do AREA OF WORK 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cart. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 Z� ENGINEERING S O L U T I O N S. ®CopyrightMig 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.tic-enginears.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 SANITARY AND VENT PIPING t i � TO BE INSTALLED BELOW THE / ' �/ ❑ % �w'"%�E�T a WINDOW IN THE WALL SPACE n K/7 _� nS SCRUB \ - / /%%/% (E) 4 S STACK % 2 V `. " i (E) 2 V STACK IN WALL / / �,,L ,/ j j' w (E) 2 V STACK IN WALL / (E) 2 V STACK IN WALL , ®i' �LL—O�J i /! LWR LWR / EXISTING2 VTR Aaron Lee Johnson, P.E. Florida License #71576 i i i" / / 111 / / • • • • / 1 1 / / / r • 1 / i I E 2 '/ i 'O i i / t i / E E iJ / ' rr / i' % / •E . S / • G i / i U7` • � i i / / i' / / i i F •'• i /' •� •b1i�r(� � �r �r � 'rfir r' _ / � � i r % r r, , t•2V%' i i' / Cuw % N 71 / 0 5 6 --'/ ' EXISTIN VTR / �i 3 I� �i i % ' / / e i i W W / i 2 5 i E / i /Z' R PIPIN TOM S G' F OM R ROOF DRAIN/ nn / / V E V 3 E 3 3 E V STATE OF t ; /i i / �Uj / n n 'n i ■ II M n i i i % / 4 S /` E 4 S' ' E 4 S � E 4 S E 4 S / / EJ 4 S / EXISTWG FLOOR CLEANOUT ( ----0 O O O O ) i i / i // i / / / 1 / i r W i' / i i j: , i l / / o i / / i � i / N [:�y NEW CONSTUCTION PLAN - GRAVITY ALTERNATIVE SCALE: 1/4" = V-0" KEY PLAN - LEVEL 2 0 (D SCALE: N.T.S. TRUE PROJECT NORTH NORTH REVISIONS NO. DESCRIPTION DATE —T I DATE ISSUED: 12/1112019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - GRAVITY ALT. SHEET ID: BLDG. ID P103 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright B 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 17 C 8 A 91 M IL NEW CONSTUCTION PLAN - PRESSURE SCALE: 1/4" =1'-0" KEY PLAN - LEVEL 2 �) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264a24 www.rsandh.com FL Cod. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLIENGINEERING SOLUTION Wgydght 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.Nc-enginears.com P 407,841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 E N 3 . NS No 71576 .. • r M E .. : 10 dOF.*:' �.STATEA- UJI z W 73 c� REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 ® 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - PRESSURE SHEET ID: BLDG. ID PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright ® 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' Be 16' 1 1 2 1 3 1 4 1 5 C B A t. N f---\PONSTUCTION PLAN - PRESSURE ALTERNATIVE SCALE: 1/4" =1'-0" KEY PLAN - LEVEL 2 �) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH RS&H 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Ced. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLCIENGINEERING S O LUT I ON ®Copyright 2019 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 COA 15 P 407.841.9060 W.tic-snginewcom TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71676 LE.E jo EN •�. No 71576 STATE OF00 .. W !/7 J v a i NO. DESCRIPTION DATE DATE ISSUED: 1211112019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BA PROJECT NUMBER: 504-0253-000 ® 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - PRESSURE ALT. SHEET ID: BLDG. ID P105 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 i 5 t) C B A G 21, 9 i6 co MEDICAL GAS OUTLETS MARK DESCRIPTION MOUNTING QUANTITY OF OUTLETS NOTES MGEB MEDICAL GAS CEILING 1-NIT, 2- CO2 EQUIPMENT BOOM 3-VAC W/SLIDES MGAB MEDICAL GAS CEILING 2-OX,1- N20,1-MA ANESTHESIA BOOM 1-WAGD & 2 VAC W/SLIDES NCP-1 NITROGEN CONTROL WALL 1-NITROGEN PANEL M MEDICAL GAS VALVE BOXES MARK DESCRIPTION MOUNTING SERVICE NOTES MEDICAL GAS ZONE MEDICAL VACUUM, MEDICAL MGV-1 VALVE BOX WALL AIR, OXYGEN, NITROGEN I) & NITROUS OXIDE NOTES: Q FOR ALL WALL MOUNTED MEDICAL VACUUM OUTLETS, PROVIDE EQUAL QUANTITY OF VACUUM SLIDES. l * = 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, 3/4"0, 3/4'A, 3/4"N, AND 1/2"N20. NEW CONSTUCTION PLAN - MEDICAL GAS SCALE: 1/4" =1'-0" KEY FLAN - LEVEL 2 �) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www,rsandh,com FL Ced. Nos, AAC001886 * 1826000956 5620 * LCC000210 * GB238 ,&j�� ENGINEERING ,,SOLUTION wa Aht 2019 256 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 WWOc-engineers,com P 407.841.0050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 �'►�001111111.EE'Jp frrr E N g �S rr�r .```�,.• �. G . 02 No 71576 Gp•. ,STATE OF firr+'�,QN A ,0 REVISIONS NO. y DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - MEDICAL GAS SHEET ID: BLDG. ID P106 PROJECT STATUS: CONSTRUCTION DOCUMENTS 9 0 Z W Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved, 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE; 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 A C B A w r e- N NEW CONSTUCTION PLAN - MEDICAL GAS ALTERNATIVE SCALE: 1l4" = T-0" MEDICAL GAS OUTLETS MARK DESCRIPTION MOUNTING QUANTITY OF OUTLETS NOTES MGEB MEDICAL GAS CEILING 1-NIT, 2- CO2 EQUIPMENT BOOM 3-VAC W/SLIDES MGAB MEDICAL GAS CEILING 2-OX,1- N20,1-MA ANESTHESIA BOOM 1-WAGD & 2 VAC W/SLIDES NCP-1 NITROGEN CONTROL WALL 1-NITROGEN PANEL MEDICAL GAS VALVE BOXES MARK DESCRIPTION MOUNTING SERVICE NOTES MEDICAL VACUUM, MEDICAL MGV-1 MEDICAL GAS ZONE WALL AIR, OXYGEN, NITROGEN G) VALVE BOX & NITROUS OXIDE NOTES: FOR ALL WALL MOUNTED MEDICAL VACUUM OUTLETS, PROVIDE EQUAL QUANTITY OF VACUUM SLIDES. Q * = DENOTES OWNER FURNISHED CONTRACTOR INSTALLED EQUIPMENT, MEDICAL GAS OUTLETS PROVIDED WITH EQUIPMENT, FIELD VERIFY EXACT MOUNTING LOCATION BEFORE CONSTRUCTION, Q 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. KEY PLAN - LEVEL 2 Q Q SCALE; N,T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LC0000210 * GB238 ENGINEERING S 0 L U T 1 0 N � Copyright 2019 255 S. Orange Avenue Suite 1600 GOA 15 Orlando, FL 32801 WAwk-engineers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdrrentHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 111111111111 "%V, �_E E ` o0 .*!,, i No 71576 13 STATE OF 00 �lV�7sV N A 111��% REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: ALJ DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: 5044253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - MEDICAL GAS ALT. SHEET IN BLDG. ID P107 PROJECT STATUS: CONSTRUCTION DOCUMENTS C Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' Now 3/8" SCALE 3' 0 18" 3' 6" 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16, 7 1L 3 4 b RS&H TRAP PRIMER VALVE (MAXIMUM OF 8 DRAINS)I PRECISION PLUMBING PRODUCTS TYPICAL ALL -THREAD 301 E. Pine Street, Suite 350 DISTRIBUTION UNIT REQUIRED WHEN --�'r CONTINUOUS, ONE PIECE TYPICAL PIPING INSULATION. HANGER ROD. COUPLING OF RODS IS NOT PERMITTED DO NOT CRUSH Orlando, Florida 32801 407-893 5800 Fax 407-264 6624 www,rsandh.com USED FOR MORE THAN ONE FLOOR DRAIN —�'� FL Ced. Nos. AAC001886 * IB26000956 1/2" TYPE'K" SOFT SEAMLESS COPPER 5620 * LCC000210 * G8238 WITH NO JOINTS BELOW FLOOR SLAB. TYPICAL STRUT MOUNTED D SLOPE AT w" PER FOOT MINIMUM TO FLOOR DRAIN CONNECTION. PIPE STRAP TYPICAL GALVANIZED SHEET METAL SADDLE. TLC ENGINEERING `�"�S O L U T I O N . ,+.` FINISHED FLOOR REFER TO SPECIFICATIONS 255 S. Orange Avenue ®Copyright 2019 TYPICAL 12 GAUGE CHANNEL STRUT WITH PIPE HANGE (SEE SPECS.) Suite 1600 Orlando, FL 32801 15 P 407.84 .9050 Wtic engineersAcom SLOTS TLC No.:119469 THINK. LISTEN. CREATE. FLOOR DRAIN GALVANIZED SHEETMETAL P PIPE SADDLE W/FLARED ENDS TYPICAL DOUBLE NUT WITH SINGLE WASHER. TYPICAL NOTE BOTH SIDES OF STRUT LENGTH AS REQUIRED BY NUMBER OF PIPES AND SIZES TRAP PRIMER PROJECT TITLE: NO Scale REQUIRED INSULATED PIPE AdventHealth - ZEPHYRHILLS HUMIDIFIER HIGH- _ OPERATING ROOMS BUILT OUT TEMPERATURE DRAIN (COPPER OR STAINLESS STEEL) NOTE: 1. REFER To SPECIFICATIONS AND FLOOR PLANS FOR 2)= TEE 2. SPECIFIED HANGER ROD, STRUT, NUTS, WASHER, AND PIPE STRAPS SHALL BE OF GALVANIZED PROJECT ADDRESS: PLATED MATERIALS 3/4' DOMESTIC CW CONNECTION WITH REDUCED PRESSURE BACKFLOW PREVENTERISTRAINER7 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 G �- - - - TRAPEZE HANGER PIPE HANGER3 INSULATED 'I No Scale No Scale DRAIN TEMPERING VALVE #DTV-R TEMPERED DRAIN TO Aaron Lee Johnson, P.E. INDIRECT CONNECTION AT FLOOR DRAIN FD-1 ( ) AF P� Florida License #71576 ss S' p.J'0 \O CMG O FOB Q � `,�� CEE N Oy�S • ••• ° �p \G SJQO1Q\Q Oaf E E 0 Q� \1 �PQ! •�2 �: No 71576 Q�O�\O� c�Q S \Q�P�\O� CC OF ;••• BASIS OF DESIGN:Q�Oa\ ���� 'tea /STATE TEMPERING VALVE - THERM -OMEGA -TECH, INC. MODEL DTV-R,140'F Gov %�� � At STRAINER -WATTS MODEL CU909QT (]' MAYBE INSTALLED VERTICALLY) INSTALLED 0 Qe! ovy; F O��Q\Q\ S gti DRAIN TEMPERING VALVE 5U No Scale F°qiR �i,� REVISIONS Q\Q\��Mp� � CSC �0 DRIP PAN OVER OPERATING ROOM DETAIL N0. DESCRIPTION DATE B p�OJ�Q�Q G \NG .gypp� NirR p FN DRAIN OR WATER PIPE (TYP. ) *C3 QQ BO N°7C CEILING o \�5 O GPO P� STyc Q0\o VENT LINE 1"DRAIN PIP EXTND 11"" BELOW CEILING. LIEBERT LIQUI-TECH MOISTURE SENSOR DRIPPING FROM THIS PIPE �Gp� d INDICATES PAN IS TO BE VISUALLY DRAIN PAN SEE P1.031 & P1.041 QO pY (\- \ / CHECKED FAUCET (SEE PLANS FOR TYPE) WALL �,0`G\G'\p o F OR (TYR) SURGEONS SINK (SEE E O � � o DATE ISSUED: 12/11/2019 REVIEWED BY: AU PLANS FOR TYPE) G.�p�A rrp�0 �a v DRAWN BY: BJL DESIGNED BY: BJL PROJECT NUMBER: �o ��, p\,Q��F\' 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: p��`�GP N EG S\ NV � vQ SS SOIL STACK �GQ'��OQ" QQ� PLUMBING DETAILS A FLOOR SLAB�\,`PQl SHEET ID: ;. 4 , . 44 BLDG. ID SANITARYP202 0��� Py\' PROJECT STATUS: CONSTRUCTION DRIP PAN OVER OPERATING ROOM DETAIL 6 OPERATING ROOMIANESTHETIZING - MEDICAL GAS ZONE VALVEIALARM PANEL 2 No Scale No Scale DOCUMENTS LU G1 v H W V v Copyright Q 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 C B A to m M N 71 NEW CONSTRUCTION PLAN - HVAC SCALE: 1/4" = 1'-0" Copyright 0 2019, This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited, All rights reserved. 3" SCALE 0 3" 6" 1' ROOM VENTILATION CALCULATIONS ROOM PRESS, RELATIONSHIP DESIGN AIR FLOW REQUIRED REQUIRED DESIGN SUPPLY RETURN EXH AC/H OA AC/H CFM OA CFM AC/H OA AC/H OR #8 POSITIVE 2500 2050 0 20 4 1950 390 25 4 OR #9 POSITIVE 2500 2050 0 20 4 1967 393 25 4 SUB -STERILE NR 200 0 500 6 2 109 37 22 2 SCRUB NR 100 0 0 6 2 47 16 12 2 EQUIPMENT NR 125 125 0 2 0 55 0 4 0 STORAGE NR 125 125 0 2 0 37 0 6 0 CORRIDOR NR 500 400 0 4 2 490 245 4 2 1 1/2" SCALE 0 6" 1' 2' (D KEY NOTES 11 t�1 BALANCE EXISTING EXHAUST DUCT TO 510 CFM PAST THIS POINT: SUBSTERILE - 274 = 385 CFM; SCRUB - 273 = 75 CFM; SUBSTERILE - 274 = 50 CFM. PROVIDE NEW DUCT FIRE DAMPER AT FIRE RATED WALL. FIELD VERIFY EXISTING DUCT ROUTING, SIZE, AND LOCATION PRIOR TO BID & CONSTRUCTION. (D DUCTWORK TO/FROM EXISTING AHU-27 LOCATED IN PENTHOUSE. DUCTWORK TONROM EXISTING AHU-29 LOCATED IN PENTHOUSE. LOW WALL RETURN, MOUNT BOTTOM OF GRILLE AT 0'-9" A.F.F. t'6 STEAM LINE FROM HUMIDIFIER TO DUCT SHALL NOT EXCEED 13' IN LENGTH PER MANUFACTURER RECOMMENDATION. PROVIDE STAINLESS STEEL DUCTWORK FOR AT LEAST 6' AFTER STEAM CONNECTION. 3/8" SCALE 3' 0 18" 3' 6' KEY PLAN - LEVEL 2 (�) (D SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1/N' SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264.6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 J&JTLI ENGINEERING SOLUTION OCOPYN t 2019 265 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 WWW.tio-engineem.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 SEh� E JO fe.. • z? .•.. J�Q�O • �c,'E N,S' Nis' ✓r,,► •' No 71576 � r ' STATE OF {y '10�O R t,� • Oj'1 Uj L"! ��` 16 N A� ,5 to REVISIONS DATE ISSUED: 12/11/2019 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - HVAC SHEET ID: BLDG. ID I��i111311 PROJECT STATUS: SCHEMATIC DESIGN 1 1 2 1 3 1 4 i 5 n A E. n N �j NEW CONSTUCTION �PLAN �-H VAC ALTERNATIVE SCALE: 1l4" =1'-0" KEY NOTES I 1tD STEAM LINE FROM HUMIDIFIER TO DUCT SHALL NOT EXCEED 13' IN LENGTH PER MANUFACTURER RECOMMENDATION. PROVIDE STAINLESS STEEL DUCTWORK FOR AT LEAST 6' AFTER STEAM CONNECTION. DUCTWORK TO/FROM EXISTING AHU47 LOCATED IN PENTHOUSE. 4 DUCTWORK TO/FROM EXISTING AHU•29 LOCATED IN PENTHOUSE. KEY PLAN - LEVEL 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-6800 Fax 407-264-6624 www.rsandh.com FL Cod. Nos, AAC001886 * IB26000956 5620 * LCO000210 * GB238 jTLC1 ENGINEERING SOLUTION Si WgyNht 2019 255 S. Orange Avenue Suite 1600 COA 18 Orlando, FL 32801 ,wr,tic-angineers.mm P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 EE jol .° No 71576 ; .�3% STATE OF 4U im N A ,++ + REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: AU DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 C 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - HVAC ALT. SHEET ID: BLDG. ID M104 PROJECT STATUS: SCHEMATIC DESIGN S C3 W Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 2' wmni 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 Fil C B V1 N L /' - - 1 NEW CON�STUCTI10N PLAN�-PIPING SCALE: 1 /4" =1'-0" KEY PLAN - LEVEL 2 SCALE: N.T.S, TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cart. Nos. MC001886 * IB26000956 5620 * LCC000210 * GB238 TLC ENGINEERING SOLUTION 04yright 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.ticanginsers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 %O` 1•EE ,Jpti .`� 4Q� •'�� G E N,4.. c9 00. ••'? �.'•No 71576 STATE OF '�'•;A, `0 R t O .... W S�QNA.• / IUrrn ���F- v 1 W J ca Q V REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - PIPING SHEET ID: BLDG. ID M203 PROJECT STATUS: .SCHEMATIC DESIGN Copyright 0 2019. This drawing is an Instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 1 5 111 541 B U M M NEW CONSTRUCTION PLAN - PIPING ALTERNATIVE SCALE: 1/4" =1'-0" KEY PLAN - LEVEL 2 & T SCALE: N.T.S. TRUE PROJECT NORTH NORTH ■ 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264.6624 www.rsandh.com FL Ced. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 T�ISO ENGINEERING LUT I ON 04yright 2M 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 COA 15 P 407.841.9050 www.fc-engir*ers.com TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth " ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 111111111/ll LEE JOh, �`J,C� .`% G E /V tiS No 71576 :• STATE OF •: ••�T• A P� �, .��,�• 40R10•••��� W 0 ss10N A� ���``% v Alto v a d REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: AU DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - PIPING ALT. SHEET ID: BLDG. ID M204 PROJECT STATUS: SCHEMATIC DESIGN Copyright 0 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 3 I 4 5 0 C L :I A N C2 R EXISTING SERVICE 11 SETS OF (4) 500KCMIL, (65,000 AIC) 277/480V, 3-PHASE, 4W (59,738 SCA) "NW" 4000 AMPS 4000 A7T NW LSIG 225 1200 300 (40410 4 SETS OF - (1 #4 GND (4) 400KCMIL, 21/2" C. (1) 4/0 GND, 3" C. 70 2NHA (3) (65,000 AIC) (1)#8 GND. (34,475 SCA) 1 1/4" C. T-2NLA 45KVA 480V- 1201208V #4 (4) #210, (1)#4 GND. 2°c. 1HNDP b (65,000 AIC 150 (38,572 SC 84 2NLA 350 (10,000 AIC) (3,390 $CA) (3) 500KCMIL, (1) #V0 GND. 4" C. 3 SETS OF (4) 300KCMIL, (1) #2/0 GND. 3" C. 800 (4) #2, (1#6 GND. 1 114"C. 800 800 SS 03 GDP (65,000 AIC 277/480V, 3-PHASE, 4W 1200 AMPS 300 800 3 #310 EXISTING 75OKW GENERATOR 4 SETS OF (4) 500KCMIL, (1) 250KCMIL GND (AL) 31/2" C. (4) 500KCMIL., 3 SETS OF 3 SETS OF (4) 500KCMIL., 3 SETS OF 3 SETS OF (1)#"2 GND (3) 350KCMIL, (3) 350KCMIL, (1#2 GND (3) 350KCMIL, (3) 350KCMIL, 3" C. (I #N GND (1)#2M GND 3" C. (1)#2M GND (1)*0 GND 3" C, 3" C. 3" C. 3" C. 2771480V, 3-PHASE, 4W 1200 AMPS 125 ) 125- 125- 125 (4) #2, (1)#6 GND. 1 1/4" C. T-2LNDP 225KVA 480V- 120/208V #210 O 1AHP 1BHP 1CHP 26HP (65,000 AIC) (65,000 AIC) (65,000 AIC) (65,000 AIC) 2LNDP (21,711 SCA) (26,797 SCA) (26,797 SCA) (26,797 SCA) (25,000 AIC) 120008V, 3-PHASE, 4W (6,959 $CA) 800 AMPS 125 (3) #6, (1) #10 GND, 1" C. 2LNDP LOAD SUMMARY EXISTING LOAD 108 KVA ADDED LOAD 7.0 KVA REMOVED 0.0 KVA TOTAL LOAD 115.0 KVA 138.3 AMP (3) #6, (1) #10 GND, 1" G. 1 HLSDP 200 (4) , (1#3 GND. 1/2" C. 11 45 O 2HLS (3) (35,000 AIC) 0#10 GND. (11,69$ SCA) 1" C. MILLS 75KVA 480V- 120/208V (4) #2, (1#8 GND. 1 1/2, C. 0g3 SS 100 (4) 500KCMIL., - (1#2 GND 3" C. 277/480V, 3-PHASE, 4W 400 AMPS 3HLS ATS-LE 400A,4POLE 65KAIC 480V,3P (27766 SCA) 3 SETS OF (3) 350KCMIL, (1#210 GND 3" C. 1HCBDP 2LCBDP LOAD SUMMARY EXISTING LOAD 183 KVA ADDED LOAD 12.0 KVA REMOVED 0.0 KVA TOTAL LOAD 195.0 KVA 234.6 AMPEE (65,000 AIC; (33,186 SCA ATS-CB 800A,4POLE 65KAIC 480V,3P (28779 SCA) 3 SETS OF (3) 350KCMIL, (1)#2/0 GND 3" C. 277/480V, 3-PHASE, 4W 800 AMPS 1HEQDP (65,000 AIC (33,186 SCA 000 ATS-EQ 800A,3POLE 65KAIC 480V,3P (28779 SCA) 2771480V, 3-PHASE, 4W 800 AMPS CURRENT IN AMPERES 1000 ------------ __ 1NLDP-MOB SQUARE D PowerPect L-Frame, 3.3S InterruptingRating 25.0 kA Frame/Rating 400.0 A Trip 400,0 A - -- - - - - Plug 400.0 A Settings Phase Ir (125-400A); tr (Fixed) 400 (400A); Fixed Isd (1.5 - 10 x Ir); tsd 10 (4000A); Fixed 0100 _(1.5 12 x In)12 (4800A) )' 2LNDP-CB1 SQUARED QO, 1-Pole InterruptingRating 10.0 kA Frame/Rating 60.0 A Trip 60.0 A Settings Phase Fixed (730-6, 60A) 10 m z C/1 ril T BNOR kVA 9.0 kVA z CD 8NOR-CB-1 SQUARED QO, 1-Pole Interrupting Rating 10.0 kA Frame/Rating 20.0 A Trip 20.0 A Settings Phase j Fixed (730-3) In' 0.10 h i r i /%: 'i 0.01 0.5 1 10 100 1K 10K 119469 -TYPICAL OR PANEL.tcc Ref. Voltage: 208V Current in Amps x 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLCENGINEERING SOLUTIONSil GCDpYgght 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32$01 www.tic•engineers,com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 op H ER ©- ',.. ,N''•5 �." No 66504 STA E F ` �0 0 A w 0 v 350 125 ) 200 REVISIONS (3) 500KCMIL, (4) #1, (1) #1/0 GND. (1)f#4 GND. 4" C. 1/2"C. T-2LCBDP 225KVA 480V 1201208V 3 SETS OF (4) 300KCMIL, (1) #2/0 GND. 2LCBDC. P (25,000 AIC) 120/208V, 3-PHASE, 4W (5,889 SCA) 800 AMPS 800 (1t3GND. B 1/2" C. \ :! L '_' l ` r 1HCB 2HEQ (65,000 AIC) (35,000 AIC) (25,041 SCA) (11,698 SCA) (1k10 GND, 1" C. T-2LEQ UJ-�J 75KVA 480V 1201208V (3) #6, (1) #10 GND, 1" C. 2LLS O � I (10,000 AIC) 1U?U (3,121 SCA) 2ALP (22,000 AIC) (5,089 SCA) 8NCR 9NOR 8CBOR 9C130R (10,000 AIC) (10,000 AIC) (10,000 AIC) (10,000 AIC) PARTIAL ELECTRICAL ONE -LINE DIAGRAM WEST SE Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' expressed written consent of this corporation is prohibited. All rights reserved. (4) #2, (1)#8 GND. 1112" C. Vg3 SS (3) #6' 100 (1) #10 GND, Inc. 2LEQ (10,000 AIC) (3,121 SCA) RVICE 3/8" SCALE 3' 0 18" 3" 6' NE -LINE DIA RAM QENERAL N TE : 1. BREAKER TYPES INDICATED NEXT TO EACH BREAKER ARE BASED UPON SQUARE D ELECTRICAL EQUIPMENT, j -LINE DIAGRAM NaTE$: (..;-/ PANELBOARD AFFECTED BY SCOPE OF WORK. PROVIDE CIRCUIT BREAKER AND WIRE SIZE AS RECOMMENDED BY SURGE PROTECTIVE \ = / DEVICE MANUFACTURER. MINIMIZE LEAD LENGTH AND TWIST LEADS IN CONDUIT. PROVIDE NEW SURGE PROTECTIVE DEVICE. 1/4!'SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8" 16' NO, DESCRIPTION DATE 1 AHCA COMMENTS 01.08.20 DATE ISSUED: 12M 1/2019 REVIEWED BY: CVO DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: ELECTRICAL ONE -LINE DIAGRAM SHEET ID: BLDG. ID E002 PROJECT STATUS: SCHEMATIC DESIGN I F, 3 4 5 PC C 0 Q A Mr% A I -rr-MU A VP KEY PLAN - LEVEL 2 (�) SCALE: N.T.S. TRUE PROJECT NORTH NORTH RS&H 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. MC001886 * IB26000956 5620 * Lcco6o210 * GB238 �LISO ENGINEERING LUTION S. 04yrlght 2019 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 COA 15 ynw, flc-anginsers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROAMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 OQHER 0, 4ie Cj •" No 66504 r r STATEUj F • • 4� .. W t1 REVISIONS NO, DESCRIPTION DATE DATE ISSUED: 12 I112019 REVIEWED BY: CVO DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: OVERALL PLAN ELECTRICAL SHEET ID: BLDG. ID El 00 PROJECT STATUS: SCHEMATIC DESIGN Copyright 0 2019. This drawing is an Instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6 1' 1 1/2" SCALE 0 6" 1" 2' 3/8T'SCALE 3' 0 1811 3 1 61 1/4" SCALE 4' 0 2' 41 $' 1 /8" SCALE 8' 0 4' 8' 16' 2 1 3 1 4 5 IT 0 0 C B A N DEMOLITION PLAN -POWER SCALE: 1/4" =1'-0" 1 ALL DEVICES SHOWN ON THIS PLAN ARE EXISTING. REFER TO SYMBOL LEGEND FOR DEVICE DESCRIPTION, 2 EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE TAKEN FROM ORIGINAL DRAWINGS AND FIELD INVESTIGATION. ALL EXISTING CONDITIONS MUST BE VERIFIED PRIOR TO BID. FIELD CONDITIONS SHALL GOVERN, 3 THE DEMOLITION PLAN IS NOT INCLUSIVE OF ALL ELECTRICAL DEVICES WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT, 4 ALL CONDUITS SERVING OTHER SPACES OR FLOOR$, 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 A$ 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 $HALL 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. KEY PLAN - LEVEL 2 O (D SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cart. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ��� ENGINEERING �,, SOLUTION PCs 0ght 2019 255 S. Orange Avenue Suite 1600 COA 15 Odando, FL 32801 www.tic-ongineers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT 4d*3Itq:I11 _*13 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 %+++Op H ER lr#�'`#i Vt No 66504 ••'.� ;. :O•.• 5TA F .•.kid*: •�i F`S R �� . s'0 ' A� +� %0%If NO. DESCRIPTION DATE DATE ISSUED: 12M 1/2019 REVIEWED BY: CVO DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: DEMOLITION PLAN - ELECTRICAL EAil-*t 9 El 02 PROJECT STATUS: SCHEMATIC DESIGN :81' ua O t� z w a Copyright 0 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE: 4' 0 2' 4' 8" 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 5 IC A B Fil EXISTING SQUARE D I LINE PANELBOARD Name: 2LNDP MAIN BREAKER: AMPS (EXISTING NORMAL BRANCH) MAIN LUGS: 800 AMPS Project Name: AH ZEPHYRHILLS PHASE: 3 Project Number: 119469 WIRE: 4 Fed From: K.A.I.C.: 25 AMPS Location: SURFACE MTD: X FLUSH MTD: 208WI20V X 48OV/277V 24OV/120V C N K 0 T T Identification Load Trip Poles E N S 0 I 3NOR 4.0 60 A 3 2 INOR 8.0 100 A 3 3 6NOR 8.0 100 A 3 4 2DLP 15,0 125 A 3 1 5 12ALP 15.0 125 A 3 1 6 12CLP 12.0 125 A 3 7 2NOR 8,0 100 A 3 8 5NOR 8.0 100 A 3 9 4NOR 8.0 100 A 3 10 2FLP 12.0 125 A 3 11 .2BLP 12.0 125 A 3 2 12 SNOR 3.3 60 A 2 2 13 9NOR 3.3 60 A 2 14 SPACE 0.0 -- 15 SPACE 0.0 16 SPACE 0.0 Total Connected Load: L 116.6 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: 116.6 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 116.6 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 324 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 116.6 kVA 100.00% 116.6 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. SPARE LOAD IS EXISTING LOAD TAKEN FROM EXISTING DRAWINGS. 2. UTILIZE EXISTING PANELBOARD SPACE FOR NEW LOAD. EXISTING SQUARE 'D'I LINE PANELBOARD Name: 2LCBDP MAIN BREAKER: AMPS (EXISTING CRITICAL BRANCH) MAIN LUGS: 800 AMPS Project Name: AH ZEPHYRHILLS PHASE: 3 Project Number: 119469 WIRE: 4 Fed From: K.A.I.C.: 25 AMPS Location: SURFACE MTD: X FLUSH MTD: 208V/120V X 48OV/277V 24OV/120V C N K 0 T T identification Load Trip Poles E N S 0 1 CYSTO LIGHTS I'D 20 A I 2 CYSTO TABLE 3.0 30 A 2 3 3CBOR 5.0 60 A 3 4 4CBOR 15.0 100 A 3 5 5CBOR 15.0 100 A 3 6 2BLCB 20.0 125 A 3 7 2DLCB 20.0 125 A 3 8 2CLCB 20.0 125 A 3 9 6CBOR 15.0 100 A 3 10 2CBOR 15.0 100 A 3 11 ICBOR 15.0 100 A 3 12 2FLCB 20.0 125 A 3 13 2A CB 20.0 125 A 3 2 14 8CBOR 6.1 60 A 2 2 15 9CBOR 6.1 60 A 2 16 SPACE 0.0 -- Total Connected Load: 196.2 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: 196.2 kVA Motor 0.0 kVA -6.00% 0.0 kVA Total Demand Load: 196.2 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 545 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 196,2 kVA 100.00% 196.2 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. SPARE LOAD IS EXISTING LOAD TAKEN FROM EXISTING DRAWINGS. 2. UTILIZE EXISTING PANELBOARD SPACE FOR NEW LOAD. GENERAL POWER PLAN NOTES 1 VERIFY AND COORDINATE EXACT ELECTRICAL REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS PRIOR TO INSTALLATION OF EQUIPMENT. MODIFY LAYOUT AS REQUIRED PER MANUFACTURER'S SPACE REQUIREMENTS. 2 COORDINATE FINAL LOCATIONS OF ALL DIVISION 23 EQUIPMENT IN FIELD WITH DIVISION 23. FIELD LOCATIONS SHALL DICTATE. 3 COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL DEVICES WITH ARCHITECTURAL ELEVATIONS AND CASEWORK, N NEW CONSTUCTION PLAN - POWER SCALE: 1/4"= T-O" Copyrii;Iht @ 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the 3" SCALE 0 3" 611 1' 1 1/2" SCALE 0 6" 1' 21 3/8" SCALE 3' 0 18-1 31 6' 1/4" SCALE 4' 0 21 4' 80 expressed written consent of this corporation is prohibited. All rights reserved. - - - KEY PLAN - LEVEL 2 � T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1/8" SCALE 8' 0 4' 81 16' 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cart. Nos. 1B26000956 5620 * LCC060210 * GB238 A�.TLC EGINEERING0 ,S N0 L U T 1 N!� 00oppight2019 255 S. Orange Avenue Suite 1600 COA 16 Orlando, FL 32801 wwwk-engineers,com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P. E. Florida License #66504 OPHER ....... 01 E N No 66504 ti cc z 0 -33 ST TE OF .40.. 40 - .0. . A, -.4 '6. tN;A REVISIONS NO. DESCRIPTION DATE 1 AHCA COMMENTS 01.08.20 DATE ISSUED: 12/11/2019 REVIEWED BY: CVO DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - POWER & SYSTEMS SHEET ID: BLDG. ID E103 PROJECT STATUS: SCHEMATIC DESIGN S1_ 4d -- -A 2 3 4 5 A s B A Q co co Al 15 STORAGE 278 LWR ADD ALTERNATE A2E A2 Lail [:A A20 25 A2 2HCB- 25 2AHP-15 i i i 15 s 15 A2 i A2E i R. 8 r 279 i t 125 s 25 A2 i A2 i 0 15 A2E A2 A2E 15 25 r —45 W GENERAL LIGHTING PLAN NOTES 1 REFER TO ARCHITECTURAL CEILING PLAN FOR FINAL PLACEMENT AND LOCATION OF ALL CEILING MOUNTED LIGHT FIXTURES. 2 REFER TO ARCHITECTURAL ELEVATIONS FOR FINAL MOUNTING HEIGHTS OF ALL WALL MOUNTED LIGHT FIXTURES. 3 SURFACE MOUNTED RACEWAY IS NOT PERMITTED FOR INTERCONNECTION BETWEEN MULTIPLE UNDERCABINET LIGHT FIXTURES. BACKFEED ALL FIXTURES. 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cent, Nos. MC001886 * IB26000956 5620 * LCC060210 * GB238 ��`.TLC1 ENGINEERING SCJLUTIC7N GCOPOght 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www,gc-ongineers.com P 407.841.9060 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT -` — A2E A2 A2E wr ' i '' PROJECT ADDRESS: AISUB ' 7050 GALL BLVD, 25 15 25 A2 - ZEPHYRHILLS, FL, 33541 25 F1 0 1 t 15 15 �Ej A2 A2 0. _ _ _ _ _ (D _ _ _ _ __ _ : Christopher V. O'Hara, P.E. Al 2 w i ,%' %, Florida License #66504 ��H E #jilr'�� 25 i 25 % i A2 ,EQUIPMENT `.�,��,.•�,�c N sF•.;v,� ., 2 i U. No 66504 •"'p � UJI Al 112E A2 A2E 15 Qt" TJE U F •: (UW SR SCRUB A 0A� 0 ,p �� 1N��uu��� 281 /f W I V-iI / _ 25 15 25 rL7WR rarrcry�►apti�tlp�rsrr(er�rn�Nro}ralri�r,a�ar44;o���ser`s�r�►�neia7l®�Isar�dw�bernQw�afiapa�romr+�orwyi��diare�weir�w+yraery�Iirgra®¢arY�,ai�ei�gar!�i�rrigP'V" � NEW CONSTUCTION PLAN - LIGHTING SCALE: 1/4" -1'-0" KEY PLAN - LEVEL 2 ( ) SCALE: N.T.S. TRUE PROJECT NORTH NORTH REVISIONS ATE I 1 NO. I DESCRIPTION I AHCA COMMENTS 1 01.08.20 DATE ISSUED: 12111/2019 REVIEWED BY: CV0 DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - LIGHTING SHEET ID: BLDG. ID E203 PROJECT STATUS: SCHEMATIC DESIGN Copyright 0 2019, This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 K] 3 4 5 C HE I M1 Name: 9CBOR DESIGN SELECTION: SQUARE 'D' DUPLEX ISOLATION PANEL (EXISTING CRITICAL BRANCH) 10 KVA ISOLATION TRANSFORMER Project Name: AH ZEPHYRHILLS 208V, 1 PHASE PRIMARY Project Number: 119469 120V, I PHASE SECONDARY Fed From: 2LCBDP 60A, 2P MAIN CIRCUIT BREAKER Location: 20A, 2P BRANCH CIRCUIT BREAKERS 10KAIC RATING FLUSH MOUNTED, STAINLESS STEEL TRIM C N K 0 T T Identification Load Trip Poles E N S 0 I RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 2 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 3 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 4 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 5 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 6 . RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 7 1 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 8 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 9 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 10 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 11 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 12 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 13 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 14 EXAM LIGHT OR 9 RM 283 0.4 kVA 20 A 2 15 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 16 BOOM BRAKE OR 9 RM 283 0.4 kVA 20 A 2 Total Connected Load: 1 6.1 CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 5.3 kVA 100.00% 5.3 WA Total Connected Load: 6.1 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 6.1 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 51 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 - Nan -Dwelling Unit. 0.0 kVA 0.00% 0.0 kVA Notes: MAIN BREAKER: AMPS POLE 3 PHASE MAIN LUGS: 100 AMPS 4 WIRE K.A.I.C. : 10AMPSX 208V/120V SURFACE MTD: X 48OV/277V FLUSH MTD: 240V/120V Name: •211S (EXISTING LIFE SAFETY BRANCH) Project Name: AH ZEPHYRHILLS Project Number: 119469 Fed From: Location: N 0 T C K T Load Name Trip Poles A B C Poles Trip Load Name C K T N 0 T 1 MED GAS ALARM PNL RM 213... 20 A 1 0.3 0.6 1 20 A AUTOMATIC DOORS (EXIST) 2 3 MED GAS ALARM PNL RM 206... 20 A 1 0.3 06 777 1 20 A AUTOMATIC DOORS (EXIST 4 5 MED GAS ALARM PNL RM G-206... 20 A 1 0.3 0.6 1 20 A AUTOMATIC DOORS (EXISD 6 7 MED GAS ALARM PNL RM C-202.. 20 A 1 0.3 0.6 1 20 A AUTOMATIC DOORS (EXIST) 8 9 MED GAS ALARM PNL RM V-213- 20 A 1 .3 0.2 71, T;1 1 20 A MED GAS RM (EXIT) 10 11 MED GAS ALARM PNL A"-8,9 RM... 20A 1 0.6 0.6 1 20 A SLINDING DOOR RM 279 OR-8 12 13 SPACE 0.0 0.6 4� 1 20 A SLINDING DOOR RM 283 OR-9 14 15 SPACE 0.0 04 1 20 A AUTODOOR OR 8 & 9 16 1 1 .17 SPACE t'' 0.0 0.0 -- -- SPACE 18 19 SPACE 0.0 0.0 SPACE 20 21 SPACE 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 281 29 SPACE T I 0.0 0.0 SPACE 30 131 SPACE 0.0 0 0.0 SPACE 32 33 SPACE !,�,,�:7777 0.0 0.0 SPACE 34 35 SPACE 0.0 0.0 SPACE 36 37 SPACE 0,0 2�: 3 30 A SP-D 38 1 39 SPACE .0.0 0.0 0.0 40 41 SPACE 0.0 0.0 42 r--, Phase Connected Load: 2.4 k:V::A1-8 kVA 2.1 kVA Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit CONN. LOAD... DEMAND FACTOR DEMAND LOAD... 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 0.4 kVA 100.00% 0.4 kVA 0.0 kVA 0.00% 0.0 kVA 5.9 kVA 100.00% 5.9 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 1 0.0 kVA Notes: 1, UTILIZE EXISTING PANELBOARD SPACE FOR NEW LOAD. 2. SPARE LOAD IS EXISTING LOAD TAKEN FROM EXISTING DRAWINGS. Total Connected Load: 6.3 kVA Total Demand Load: 6.3 kVA Demand Amps: 17 A Name: 9NOR DESIGN SELECTION: SQUARE 'D' DUPLEX ISOLATION PANEL (EXISTING NORMAL BRANCH) 10 KVA ISOLATION TRANSFORMER Project Name: AH ZEPHYRHILLS 208V, I PHASE PRIMARY Project Number: 119469 120V, I PHASE SECONDARY Fed From: 2NLDP 60A, 2P MAIN CIRCUIT BREAKER Location- 20A, 2P BRANCH CIRCUIT BREAKERS 10KAIC RATING FLUSH MOUNTED, STAINLESS STEEL TRIM N K 0 T T Identification Load Trip Poles E N S 0 1 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 2 RECEPTACLE OR 9 RM 283 0A kVA 20 A 2 3 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 4 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 5 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 6 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 7 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 8 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 9 RECEPTACLE OR 9 RM 283 0.4 kVA 20 A 2 --10 11 12 13 14 15 16 Total Connected Load: 1 3.3 1 CONN DEMAND DEMAND LOAD.,. FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 3.3 kVA 100.00% 3.3 kVA Total Connected Load: 3.3 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 3.3 kVA Rating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 28 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 1 0.0 kVA - 0.00% 0.0 kVA Kitchen Equipment - Non -Dwelling Unit 1 0.0 kVA 0.00% 10.0 kVA Notes: EXISTING PANELBOARD BOARD Name: 214EO (EXISTING EQUIPMENT BRANCH MAIN BREAKER: AMPS POLE 3 PHASE Project Name. AH ZEPHYRHILLS MAIN LUGS: 250 AMPS 4 WIRE Project Number: 119469 K.A.I.C. : 35 AMPS 208V/120V Fed From: 1HEQDP SURFACE MTD: X X 480V/277V Location: FLUSH MTD: 240V/120V N C C N 0 T K Load Name Trip Poles A B C Poles Trip Load Name K 0 T T T 1 SPARE 20 A 1 0.0 2.5 3 15 A AHU-27 2 1 1 3 SPACE -- 0.0 2.5 4 5 1 SPACE �0: 0.0 2.5 6 7 SPACE 0.0 2.5 :4 3 15 A AHU-29 8 1 9 SPACE 0.0 2.5 I I SPACE 0.0 2.5 -- -- 12 13 SPACE 0.0 6.2 3 30 A HU-1 14 1 15 SPACE 0.0 6.2 -- -- 17 SPACE 0.0 6.2 -- -- 18 19 SPACE 0.0 6.2 3 30 A HU-2 20 1 21 SPACE 0.0 22 23 SPACE 0.0 6.2 241 ,25 SPACE 0.0 0.0 ""') T LL - �, � SPACE 26 27 SPACE 4 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 0.0 SPACE 36 137 SPACE 0.0 2.5 3 70 A 121,M VIA T2LEQ XFMR 38- 139 SPACE 777 00 25 -- 40 1411 SPACE ]HE 0.0 2.5 42 Phase Connected Load: 20.0 kVA 20.0 kVA 20.0 kVA Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit CONN. LOAD... DEMAND FACTOR DEMAND LOAD... 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 37.4 kVA 65.00% 24.3 kVA 15.2 kVA 85.00% 12.9 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 7.5 kVA 100.00% 7.5 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING PANELBOARD SPACE FOR NEW LOAD. 2. SPARE LOAD IS EXISTING LOAD TAKEN FROM EXISTING DRAIWNGS. Total Connected Load: 60.1 kVA Total Demand Load: 44.7 kVA Demand Amps: 54 A PANELBOARD MAIN BREAKER: 175 AMPS MAIN LUGS: AMPS K.A.I.C. : 10 AMPS SURFACE MTD: X FLUSH MTD: POLE 3 PHASE 4 WIRE X 208W120V 48OV/277V 24OV/120V Name: 2LEO (EXISTING EQUIPMENT BRANCH) Project Name: AH ZEPHYRHFLLS Project Number: 119469 Fed From; 2HEQ Location: N C C N 0 T IG Load Name Trip Poles A B C Poles Trip Load Name K 0 T T T I I NURSE STATION 206 MED 20 A 1 1.0 1.0 1 20 A ENDO 2 3 NURSE STATION 206 REF 20 A 1 0.4 1.0 1 20 A ENDO 4 1 5 REFRIGERATOR 206 20 A I 7 TOT 0.4 1 20 A REF CORRIDOR 253 6 7 EV-30A 20 A 1 0.4 1.0 1 20 A MED CORRIDOR 253 8 9 EF-30B 20 A 1 0.4 1.0 1 20 A MED CORRIDOR 253 10 1 111 AHU CONTROLS 20 A 1 : ; I ,:� :11� � 0.2 1 0.4 1 120A REF CORRIDOR 271 12 1 13 AHU CONTROLS 20 A 1 0.2 1.0 1 120 A MED CORRIDOR 271 14 1 15 AHU CONTROLS 20 A 1 0.2 1.0 1 20 A MED CORRIDOR 271 16 17 RECEPTACLES RM 285 20 A 1 1.0 1.0 1 20 A STERILIZER RM 225 18 19 STERILZER RMS 288 & 294 20 A 1 1.0 1.0 1 20 A WARMING CABINET RM 255 20 1211 WASHER CABINET RM 294 20 A 1 1.0 1.0 1 20 A REFRIGERATOR CORRIDOR 290 22 1 23 WASHER/STERILIZER RM 294 20 A 1 77; 1.0 1 1.0 1 20 A REFRIGERATOR CORRIDOR 290 24 25 WARMER CABINET 274 20 A 1 1.0 1.0 I 1 1 20 A MED CABINET CORRIDOR 290 26 27 STERILZER RM 274 20 A I - 1.0 1.0 1 20 A WASHER/STERILIZER RM 291 28 29 MOBILE APIRATOR RM 284 20 A 1 0.4 1.0 1 20 A WARMING CABINET 291 30 31 GENERATOR RM 284 20 A 1 0.4 1,0 1 20 A STERILIZER RM 291 32 133 1 HAND DRYER 203 20 A 1 1-0 1.0 1 20 A REFRIGERATOR CORRIDOR 271 34 135 1 HAND DRYER 202 20 A 1 1.0 Lo 1 20 A MED CABINET 271 36, 2 137 1 AHU CONTROLS 20 A 1 0.2 0.6- 2 1 15 A FCU-2-1 381 1 2 139 [ ARU CONTROLS 20 A 1 0.2 0.6 -- -- -- 401 2 1411 AHU CONTROLS 20 A 1 0.2 0.0 -- -- SPACE 421 43 UPS 30 A 2 1 1.2 0.0 1 20 A SCRUB SINKS 44 45 1.2 0.0 1 20 A SCRUB SINKS 46 47 SPACE 'T, 0.0 0.0 1 20 A SCRUB SINKS 4 49 SPACE 0.0 0.0 SPACE 50 51 SPARE 20 A 1 0.4 2 20 A UPS 52 153,SPARE 20 A 1 0.4 0.0 -- -- -- 541 155 1 SPACE - 0.0 0.0 3 20 A SPARE 56 157 1 SPACE 0.0 0.0 58 159 [SPACE 0.0 0.0 60 1611 SPACE 0.0 1 0.0 SPACE 62 63 SPACE 0.0 0.0 SPACE 64 65 SPACE 0.0 0.0 SPACE 66 67 SPACE 0.0 SPACE 68 69 SPACE -0.0 0.0 0.0 SPACE 70 71 SPACE e 1: 0.0 0.0 SPACE 72 173 1 SPACE 0.0 0.0 777-77- SPACE 74 175 [SPACE 0.0 0.0 SPACE 76 77 SPACE 0.0 0.0 SPACE 78 79 SPACE 0.0 0.0 SPACE 80 811 SPACE 0.0 0.0 SPACE 82 83 1 SPACE 0,10 0.0 SPACE 84 Phase Connected Load: 12.0 kVA 12.4 kVA 10.0 kVA Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit CONN. LOAD... DEMAND FACTOR DEMAND LOAD... 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 kVA 100.00% 1.2 kVA 0.0 kVA 0.00 1% 0.0 kVA 33.2 kVA 100.00% 33.2 kV 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA Notes: 1. CONNECT NEW LOAD TO EXISTING SPARE BREAKER. 2. UTILIZE EXISTING PANELBOARD SPACE FOR NEW LOAD. 3. SPARE LOAD IS EXISTING LOAD TAKEN FROM EXISTING DRAWINGS. Total Connected Load: 34.4 kVA Total Demand Load, 34.4 kVA Demand Amps, 95 A RS&ff 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-2"24 www.rsandh.com FL Ced. Nos. AAC001886 * IB26000956 5620 * LCC060210 * GB238 A. Li. ENGINEERING ,,TLC S 0 L U T 1 0 N S ®Copyright 2019 256 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 wwwtic-ongineare.com P 407.841.9050 TLC No.: 119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 - V%%t11111111111 00 01P H EF? %.NN �� 0, oN4 No 66504 -0 t �3 '. STAT OF 44/ -Z 00. 0 S:: A% 0 0 z UJI :3 REVISIONS NO. DESCRIPTION DATE 1 AHCA COMMENTS 01.08.20 DATE ISSUED: 12/11/2019 REVIEWED BY: CVO DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: PANEL SCHEDULES SHEET ID: BLDG. ID E302 PROJECT STATUS: SCHEMATIC DESIGN Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited, All rights reserved, 3" SCALE 0 3" 61' 1' 1 1/2" SCALE 0 6#1 it 21 1 11 mwmvl� 3/8" SCALE 3' 0 18" 31 6' 1/4" SCALE 4' 0 21 4# 81 1/8" SCALE 8' 0 41 8- 161 I 2 3 4 4� VOICE & DATA SYSTEM SYMBOL DESCRIPTION SECURITY SYSTEM SYMBOL DESCRIPTION TECHNOLOGY SYSTEMS SYMBOL LEGEND MOUNTING 2" ABOVE COUNTER OR BACK SPLASH X = MOUNTING (F)LUSH, (S)URFACE, (M)ODULAR FURNITURE ADAPTER FIX FIXED CCTV CAMERA D (P)OLE, (R)ACEWAY, (D)OUBLE GANG FLUSH, (PD) PEDESTAL, (H)EADWALL N = # OF CAT 6 JACKS DPg DOOR POSITION SWITCH COMMUNICATIONS "INFORMATION OUTLET" MOUNTED AT RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED. MODULE AND FACEPLATE CR CARD READER DESCRIPTIONS, SEE DETAIL SHEETS. C--�Q X N CK COMBINED CARD READER/KEYPAD KP KEYPAD 44 W WALL TELEPHONE OUTLET. MOUNTED AT 52" ABOVE FINISHED FLOOR F1 TO THE BOTTOM OF THE BOX. SEE DETAIL SHEETS. EL ELECTRIC LATCH. S1 WALL TELEPHONE OUTLET FOR TELEPHONE ELEVATOR MACHINE ELV ROOM. (S)URFACE MOUNTED AT 52" ABOVE FINISHED FLOOR. EM ELECTRIC MORTISE LOCK (♦ J WAP WIRELESS ACCESS POINT OUTLET. SEE DETAIL SHEETS FOR MOUNTING ES ELECTRIC STRIKE. DETAILS. QUANTITY AND LOCATIONS ARE APPROXIMATE, CONTRACTOR S1 TO COORDINATE WITH WLAN VENDOR ACTUAL QUANTITY AND LOCATIONS BASED ON SIGNAL SURVEY. SIGNAL SURVEY BY WLAN ML MAGNETIC LOCK VENDOR, DE BELAYED EGRESS B BISCUIT JACK OUTLET MOUNTED ABOVE CEILING. S1 DM DELAYED EGRESS MAGNETIC LOCK DAS APPROXIMATE LOCATION OF CORNING ONE DAS ANTENNA, + 2 FEET, ANTENNA IS OWNER PROVIDED, STRUCTURED CABLING CONTRACTOR Fol DOOR RELEASE BUTTON INSTALLED, 10�PSA APPROXIMATE LOCATION OF PUBLIC SAFETY LEGACY DAS ANTENNA, a REX OR ADA DOOR OPEN BUTTON + 2 FEET, ANTENNA IS OWNER PROVIDED, STRUCTURED CABLING CONTRACTOR INSTALLED. C 0 DURESS BUTTON ® LN COMBINED VOICEIDATA/POWER OUTLET IN POKE-THRU. CONDUIT, POKE-THRU AND POWER RECEPTACLE PROVIDED BY DIV. 26. IS INTERCOM SUBSTATION WITH CAMERA "N" IS THE NUMBER OF CAT 6 JACKS. MASTER INTERCOM STATION W/ LCD MONITOR & AV COMBINED VOICE/DATA/AUDIONISUAUPOWER OUTLET IN POKE-THRU. MI REMOTE DOOR RELEASE BUTTONS LN CONDUIT, POKE-THRU AND POWER RECEPTACLE PROVIDED BY DIV. 26. "N" IS THE NUMBER OF CAT 6 JACKS, SEE AV DETAILS FOR AV O REQUEST TO EXIT MOTION SENSOR CONNECTION REQUIREMENTS. TELEVISION OUTLET - FLUSH MOUNTED. (1) COAX RG-6 AND (1) CAT6 a ASSOCIATED DOOR DETAIL REFERENCE TV UTP CABLE TO TELECOMM ROOM. ADJACENT DUPLEX RECEPTACLE BY ELECTRICAL CONTRACTOR. COORDINATE MOUNTING LOCATION WITH MON CCTV MONITOR ARCHITECTURAL. TELEVISION OUTLET - CEILING MOUNTED. (1) COAX RG-6 AND (1) CAT6 AUTO AUTOMATIC DOOR OPERATOR UTP CABLE TO TELECOMM ROOM. ADJACENT DUPLEX RECEPTACLE BY ELECTRICAL CONTRACTOR. COORDINATE MOUNTING LOCATION WITH ARCHITECTURAL. B A 3/4" PLYWOOD BACKBOARD. BY DIVISION 26. F 1 7' -19" EQUIPMENT RACK ® TELECOMM PANEL NOTES: 1. CONTRACTOR TO REMOVE ALL EXISTING LOW VOLTAGE CABLES NOT TO BE REUSED, E.G. ALL EXISTING UTP 4 PAIR CABLES. NO ABANDONED CABLES SHALL BE LEFT IN THE PROJECT AREA 2. OUTLET QUANTITY AND CONFIGURATION SHALL BE PER THESE DRAWINGS. FOR LOCATION RELATIVE TO CASE WORK AND EQUIPMENT REFER TO ARCHITECTURAL ELEVATIONS. 3. WIRE ACCESS POINTS (WAP) SHALL BE PROVIDED BY THE OWNER AND INSTALLED BY THE STRUCTURED CABLING CONTRACTOR. PAGING AND BACKGROUND MUSIC SYSTEM X-Y CEILING MOUNTED SPEAKER - X-Y: X DENOTES FLOOR Y DENOTES SUBZONE -a WALL MOUNTED SPEAKER - X-Y X-Y: X DENOTES FLOOR Y DENOTES SUBZONE VC CEILING SPEAKER VOLUME CONTROL NOTES: 1. AUDIONISUAL DEVICES AND EQUIPMENT ARE SHOWN FOR REFERENCE ONLY AND WILL BE PROVIDED BY THE OWNER. 2. THE RACEWAY SYSTEMS NOTED FOR THE AV EQUIPMENT INSTALLATION SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR AND INSTALLED PER DIVISION 27 SPECIFICATIONS. 3. SPEAKERS AND CABLING SHALL BE PROVIDED BY THE STRUCTURED CABLING CONTRACTOR. BASIC MATERIALS SYMBOL DESCRIPTION JUNCTION BOX FLOOR MOUNTED JUNCTION BOX PEDESTAL MOUNTED JUNCTION BOX EXISTING CONDUIT ABOVE HARD CEILING BETWEEN CEILING BOXES CONDUIT CONCEALED ABOVE CEILING OR IN WALL CONDUIT CONCEALED IN SLAB, UNDERGROUND OR - UNDER FLOOR - - - - -- - CONDUIT EXPOSED �o 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 I-----� COMMUNICATIONS CABLE TRAY FOR HORIZONTAL CABLING. DIMENSIONS SHOWN ON DRAWINGS. E 7 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. TECHNOLOGY NOTES I SECURITY NOTES 1. PRODUCTS SHALL BE OF MATERIALS THAT ARE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE 1. ALL DOUBLE DOORS ARE TO RECEIVE (1) DOOR POSITION SWITCH ON EACH DOOR TO BE INSTALLED. LEAF AND SHALL REPORT AS ONE ALARM POINT. 2. WORKING CLEARANCES AROUND ELECTRICAL EQUIPMENT ;MALL BE MAINTAINED IN COMPLIANCE 2. ALL 120V POWER WIRING SHALL BE INSTALLED IN A SEPARATE CONDUIT. WITH THE NATIONAL ELECTRICAL CODE ARTICLE 110, COORDINATE EQUIPMENT INSTALLATION TO MAINTAIN REQUIRED CLEARANCES. 3. ALL CONDUIT ABOVE GRADE SHALL BE METALLIC. 3. IF AN OUTLET BOX IS REQUIRED TO BE LOCATED IN AN ASSEMBLY OR PARTITION RATED AS 4. ALL CONDUIT, WIRING, AND ASSOCIATED BACK BOXES SHALL BE FULLY CONCEALED "FIRE/SMOKE" OR "SMOKE" OR IDENTIFIED AS EITHER "FIRE/SMOKE" OR "SMOKE", THEN ALL OF THE WITHIN WALLS, FLOORS, AND CEILINGS. FOLLOWING CONDITIONS SHALL BE MET: 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 B. THE OUTLET BOX OPENINGS SHALL OCCUR ONLY ON ONE SIDE OF THE FRAMING SPACE. REPLACED BY THE CONTRACTOR. 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. D. ALL CLEARANCES BETWEEN THE OUTLET BOX AND THE WALL BOARD - MATERIAL SHALL BE COMPLETELY SEALED WITH APPROVED MATERIALS IN B. THE MINIMUM BENDING RADIUS OF THE CABLE SHALL NOT BE LESS THAN 4X THE ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS FOR THE OUTSIDE DIAMETER OF THE CABLE. PROJECT. E. PROVIDE A SUPPLEMENTAL BARRIER AROUND OUTLETS LARGER THAN 16 C. THE CABLE SHALL BE INSTALLED WITHOUT KINKS OR TWISTS AND THE APPLICATION INCHES SO THAT THE ORIGINAL RATING OF THE PENETRATION IS MAINTAINED. OF CABLE TIES SHALL NOT DEFORM THE CABLE BUNDLE. F. THE TOTAL AGGREGATE SURFACE AREA OF THE OUTLET BOX SHALL NOT D. STRIP BACK ONLY AS MUCH CABLE JACKET AS IS REQUIRED TO TERMINATE THE EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET, CABLE AND THE AMOUNT OF UNTWISTING IN A PAIR AS A RESULT OF THE TERMINATION SHALL NOT EXCEED 0.5 IN. 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 EWITIA GUIDELINES. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL H. THE OUTLET BOX SHALL BE SECURELY FASTENED TO A PARTITION FRAMING BE REPLACED BY THE CONTRACTOR. MEMBER BY MEANS OF AN APPROVED ATTACHMENT METHOD. A. THE BEND RADIUS FOR INTRABUILDING 2 AND 4-FIBER HORIZONTAL OPTICAL FIBER I. OPENINGS CUT INTO THE WALL BOARD MATERIAL SHALL NOT EXCEED 1/8 INCH CABLE SHALL NOT BE LESS THAN 1 IN UNDER NO-LOAD CONDITIONS. WHEN UNDER A BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. MAXIMUM TENSILE LOAD OF 50 LBF, THE BEND RADIUS SHALL NOT BE LESS THAN 2 IN. 4. LOCATION OF EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE, COORDINATE EXACT B. THE BEND RADIUS FOR INTRABUILDING OPTICAL FIBER BACKBONE SHALL NOT BE EQUIPMENT LOCATION AND CONNECTION REQUIREMENTS WITH THE APPROPRIATE TRADE PRIOR TO LESS THAN THAT RECOMMENDED BY THE MANUFACTURER IF NO RECOMMENDATION INSTALLATION. IS KNOWN, THEN THE APPLIED BEND RADIUS SHALL NOT BE LESS THAN 10 TIMES THE CABLE OUTSIDE DIAMETER UNDER NO-LOAD CONDITIONS AND NOT LESS THAN 15 5. FOR EXACT LOCATION OF CEILING MOUNTED EQUIPMENT REFER TO THE ARCHITECTURAL REFLECTED TIMES THE CABLE OUTSIDE DIAMETER WHEN THE CABLE IS UNDER TENSILE LOAD. CEILING PLAN, LOCATIONS OF EQUIPMENT NOT INCLUDED ON THE REFLECTED CEILING PLAN SHALL BE COORDINATED WITH THOSE ITEMS SHOWN. COORDINATION OF CEILING MOUNTED EQUIPMENT SHALL C. THE BEND RADIUS FOR INTRABUILDING OPTICAL FIBER BACKBONE SHALL NOT BE BE PRIOR TO ANY ROUGH -IN, NOTIFY ENGINEER OF ANY DISCREPANCY. LESS 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 DIAMETER NO-LOAD CONDITIONS AND 6, PROVIDE FINAL CONNECTIONS TO OWNER -PROVIDED EQUIPMENT WHERE INDICATED ON THE PLAN NOT LESS THAN 20 TIMES THE CABLE OUTSIDE DIAMETER WHEN THE CABLE IS DRAWINGS UNDER A TENSILE LOAD UP TO THE RATING OF THE CABLE, USUALLY 600 LBF. 7. PRIOR TO ROUGH -IN AND INSTALLATION OF ANY FLOOR -MOUNTED DEVICE, VERIFY LOCATION WITH 7. COORDINATE LOCATION OF ALL FIRE RATED PENETRATIONS PRIOR TO PROCEEDING WITH THE OWNER AND ARCHITECT. INSTALLATION. ALL PENETRATIONS THROUGH FIRE RATED BARRIERS SHALL BE COMPLETELY SEALED WITH APPROPRIATE FIRE STOP MATERIAL IN ACCORDANCE WITH 8. VERIFY AND COORDINATE THE LOCATION OF REQUIRED DIVISION 17 OUTLETS WITH OTHER TRADE NFPA AND FIRE AUTHORITY HAVING JURISDICTION. DRAWINGS AND OWNER PROVIDED EQUIPMENT. VOICE/DATA OUTLETS SHALL BE ADJACENT TO AN ELECTRICAL OUTLET. 8. ALL SECURITY PRODUCTS AND SYSTEMS SHALL BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY 9. EACH TELEVISION OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A SINGLE GANG PLASTER RING AND (1) ONE INCH CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION 9. ALL INTERCOM PRODUCTS SHALL BE LISTED BY NATIONALLY RECOGNIZED LISTING LABORATORY. ABOVE THE FINISHED CEILING OR TO AN ACCESSIBLE CABLE TRAY WHERE PROVIDED. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE AS PER SPECIFICATION SECTION 270528. 10. ACCESS CONTROL EQUIPMENT AND WIRING WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, NOT THE ELECTRICAL CONTRACTOR. 10. THE DESIGNATION "N.I.C." SHALL DENOTE ITEMS, WHICH ARE "NOT IN CONTRACT". 11. CCTV CAMERAS AND WIRING WILL BE PROVIDED BY AN OWNER APPROVED VENDOR, NOT THE 11. THE DESIGNATION "U.S.C." SHALL DENOTE ITEMS, WHICH ARE "UNDER SEPARATE CONTRACT". ELECTRICAL CONTRACTOR. 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 13. THE DESIGNATION "O.F.E." SHALL DENOTE ITEMS, WHICH ARE "OWNER FURNISHED EQUIPMENT'. INSTALLATION OF THIS RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR. RACEWAY INSTALLATION SHALL COMPLY WITH DIVISION 27 SPECIFICATIONS. 14. 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 RACEWAY SYSTEM WITH THE ELECTRICAL CONTRACTOR. RACEWAY TECHNOLOGY DRAWING INDEX INSTALLATION SHALL COMPLY WITH DIVISION 27 SPECIFICATIONS. SHEET DESCRIPTION ISSUED 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 16. EACH VOICE/DATA OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A SINGLE GANG PLASTER RING AND (1) 1- CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING. WORK BY ELECTRICAL CONTRACTOR (DIV, 26) SHALL BE PER SPECIFICATIONS T102 DEMOLITION PLAN - TECHNOLOGY Yes T103 NEW CONSTRUCTION PLAN - TECHNOLOGY Yes T401 TECHNOLOGY - DETAILS Yes T402 TECHNOLOGY - DETAILS Yes SECTIONS 270528. 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) V CONDUITS CONCEALED IN SLAB STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE THE FINISHED CEILING. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE PER SPECIFICATIONS SECTIONS 270528. 18. ALL BONDING AND GROUNDING ELEMENTS UTILIZED FOR STRUCTURED CABLING SYSTEM SHALL BE IN COMPLIANCE WITH SPECIFICATION SECTION 270526. 19. INSTALLATION OF CATEGORY 6 UTP CABLE, COAX CABLE AND FIBER OPTICS CABLE SHALL BE IN COMPLIANCE WITH SPECIFICATION SECTION 271000. CABLE INSTALLATION AND TERMINATIONS THAT DO NOT COMPLY SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL LOST. 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. 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 BE INSTALLED PER DIVISION 27 SPECIFICATIONS, RS&H 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cod. Nos. AAC001886 * 1826000956 5620 * LCC000210 * GB238 @, ��� ENGINEERING , S O L U T I ON S ®Copyright 2019 255 S. Orange Avenue Suite 1600 GOA 15 Orlando, FL 32801 .tic-engineers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 ,0 OPHER No 66504 STATE F .... O�F A.� O R P . ��, �D O A� �E% .� %i�� V Z .J ca vzz REVISIONS NO. I DESCRIPTION DATE t 1 DATE ISSUED: 12111/2019 REVIEWED BY: CVO DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: GENERAL INFO, LEGENDS & SHEET INDEX - TECHNOLOGY �glwr *" T001 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 118" SCALE 8' 0 4' 8' 16' 1 1 2 1 3 1 4 i 5 u C B AI N L]:y DEMOLITION PLAN - TECHNOLOGY SCALE, 1/4" = 11_0" KEY PLAN - LEVEL 2 & T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cart. Nos. MG001886 * 1826000956 5620 * LCC000210 * GB238 ,41TLCI ENGINEERING SOLUTION 0Copyright 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 WWW,tic-angineers.com P 407.841.9050 TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 No 66504 ••`� r. i ©,STAT OF REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: CVO DRAWN BY: MRR DESIGNED BY: JTA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE,: DEMOLITION PLAN - TECHNOLOGY SHEET ID: T102 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 30' 6" 1' 1 1/2" SCALE 0 611 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16, 1 1 2 1 3 1 4 1 5 Al C A a 0 to m t:S N NEW CONSTUCTION PLAN - TECHNOLOGY ZjUALL: 114- = 1 "-U' KEY PLAN - LEVEL 2 O ( ) SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Ced. Nos. MC001886 * IB26000956 5620 " LCC000210 * GB238 TLCENGINEERING s0LUTION ®Copyright 2019 255 S. Orange Avenue Suite 1600 Orlando, FL 32801 COA 15 P 407.841.9060 www.tic-engineers.com TLC No.:119469 THINK. LISTEN. CREATE. PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P.E. Florida License #66504 �Up HER jf%��iA 01 No 665iO4 r STATE F t Z p 0 R 3�aN-affi,A 1 l % REVISIONS NO.. DESCRIPTION DATE DATE ISSUED: 12111/2019 REVIEWED BY: CVO DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - TECHNOLOGY SHEET ID: PROJECT STATUS: CONSTRUCTION DOCUMENTS S a a W J v V Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' ���w� � ��� -���u� a r� w N °9.1 v 0 a s