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 (131)
W .M Q c a� 0 ca rn r� ry O� N Q� 0 U Q 00 (. N 0) N 0 N LO 00 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. SHEET INDEX SHEET NUMBER SHEET NAME 00-GENERAL G000 COVER G001 PROJECT INFORMATION G002 GENERAL NOTES v� G003 GENERAL DETAILS AND ACCESSIBILITY 03-0TRUCTURAL S001 GENERAL STRUCTURAL NOTES"�� S101 LOW ROOF/ 3RD FLR FRAMING PLAN 'r i S201 SECTIONS &DETAILS 04-ARCHITECTURAL A100 LIFE SAFETY PLAN a A101 SMOKE COMPARTMENT LIFE SAFETY PLAN AP100 PHASING PLANS Al02 DEMOLITION PLAN Al03 NEW CONSTRUCTION PLAN Al04 REFLECTED CEILING PLAN Al05 EQUIPMENT PLAN A401 ENLARGED PLANS, ELEVATIONS & DETAILS A501 PARTITION & MILLWORK DETAILS A601 DOOR SCHEDULE AND FINISH LEGEND A602 FINISH PLAN, LEGEND & DETAILS 05-FIRE PROTECTION FP001 GENERAL FIRE PROTECTION INFORMATION FP103 NEW CONSTRUCTION PLAN - FIRE PROTECTION 06-PLUMBING P001 GENERAL PLUMBING INFORMATION P100 DEMOLITION PLAN - PLUMBING P101 DEMOLITION PLAN - MEDICAL GAS 2 P102 NEW CONSTRUCTION PLAN -GRAVITY P103 DEDUCT ALTERNATE PLAN - GRAVITY Q P104 NEW CONSTRUCTION PLAN - PRESSURE P105 DEDUCT ALTERNATE PLAN - PRESSURE Q P106 NEW CONSTRUCTION PLAN - MEDICAL GAS P107 DEDUCT ALTERNATE PLAN - MEDICAL GAS P201 PLUMBING DETAILS P202 PLUMBING DETAILS P301 PLUMBING RISER DIAGRAMS 07-MECHANICAL M001 GENERAL INFORMATION - HVAC M102 DEMOLITION PLAN - HVAC Q M103 NEW CONSTRUCTION PLAN - HVAC M104 DEDUCT ALTERNATE PLAN - HVAC M115 NEW CONSTRUCTION PENTHOUSE PLAN - HVAC ALT. Q M203 NEW CONSTRUCTION PLAN - PIPING M204 DEDUCT ALTERNATE PLAN - PIPING Q M301 SCHEDULES - HVAC M302 DEDUCT ALTERNATE SCHEDULES - HVAC M401 DETAILS - HVAC M402 DETAILS - HVAC Q M403 DETAILS - HVAC M501 DEDUCT ALTERNATE CONTROLS - HVAC 08-ELECTRICAL M. VUW A '� t ! I E001 ELECTRICAL LEGEND E002 ELECTRICAL ONE -LINE DIAGRAM E100 OVERALL PLAN - ELECTRICAL E102 DEMOLITION PLAN - ELECTRICAL Q E103 NEW CONSTRUCTION PLAN - POWER & SYSTEMS E104 ROOF PLAN - ELECTRICAL - DEDUCT ALTERNATE E203 NEW CONSTRUCTION PLAN - LIGHTING E301 PANEL SCHEDULES E302 PANEL SCHEDULES 09-TECHNOLOGY T001 GENERAL INFO, LEGENDS & SHEET INDEX - TECHNOLOGY T102 DEMOLITION PLAN - TECHNOLOGY T103 NEW CONSTRUCTION PLAN - TECHNOLOGY T401 TECHNOLOGY - DETAILS T402 TECHNOLOGY - DETAILS Current Revision 2 4 2 2 2 2 1 2 2 2 2 2 2 3 3 2 N 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 E AdventHealth - ZEPHYRHILLS 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 CONSTRUCTION DOCUMENTS AHCA CLIENT CODE/FILE-PROJECT SUB. NUMBER: 23/100046-122-1 12/11/2019 Current Revision Date 301 E. Pine Street, Suite 350 Orlando, Florida 32801 07/12/2021 407-893-5800 Fax 407-264-6624 08/05/2021 07/12/2021 WWW.rsandh.com 07/12/2021 FL Cert. Nos. AAC001886 * IB26000956 07/12/2021 EB0005620 * LCC000210 * GB238 07/12/2021 1 /08/2020 07/12/2021 ALL WORK SHALL COMPLY WITH 07/12/2021 "'IFFA CODES AND STANDARDS 07/12/2021 ENGINEERING 07/1212021 07/12/2021 TLCISO LUT I ON So 07/12/2021 07/30/21 255 S. Orange Avenue Suite 1600 07/30/21 REylEyypqTE/7 I Orlando, Florida 32801 07/12/2021 CITY OF ZEPHY ILL Phone: 407-841-9050 FIRE AND LIFE SAFETY EXAMINER_ Fax: 407-540-0234 ` www.tic-engineers.com 07/12/2021 07/12/2021 07/12/2021 07/12/2021 07/12/2021 07/12/2021 07/12/2021 07/12/2021 07/12/2021 07/12/2021 rr 07/1212021 \� r Cgo 07/12/2021 tnj /► �n f 07/12/2021 n 07/12/2021 07/12/2021 07/12/2021 07/12/2021 07/1212021 07/12/2021 07/12/2021 07/12/2021 \ 07/12/2021 07/12/2021 07/12/2021 07/12/2021 07/12/2021 07/12/2021 07/12/2021 07/12/2021 07/1212021 504mO253mOOO 2019 © RS&H, INC. 2 3 4 Ic C J A ARCHITECTURAL �A I L & AND MATL. MATERIAL VIEW TITLE LEVEL HEAD 0 A.B. A/C AT DIAMETER ANCHOR BOLT AIR CONDITIONER MAX. MECH MEP MFGR. MGR. MAXIMUM MECHANICAL MECHANICAL, ELECTRICAL & PLUMBING MANUFACTURER MANAGER n SCALE: ? _ 1 Y ACT ACOUSTICAL CEILING TILE MIN. MINIMUM ROOM TAG ROOM TAG W/AREA` ADJ ADJUSTABLE MISC. MISCELLANEOUS AFF ABOVE FINISHED FLOOR M.O. MASONRY OPENING A.F.S. AHU ABOVE FLOOR SLAB AIR HANDLING UNIT MOD MTL MODIFIED METAL 9 ALUM ALUMINUM MWP METAL WALL PANEL ANOD. ANODIZED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NO. NUMBER APPROX. ARCH APPROXIMATE OR APPROXIMATELY ARCHITECTURE, ARCHITECTURAL N/A NFPA NOT APPLICABLE NATIONAL FIRE PROTECTION ASSOCIATION DETAIL SECTION WALL SECTION AVG AVERAGE A.W.I. ARCHITECTURAL WOODWORK INSTITUTE N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE B.H.M.I. BIM BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC. BUILDING INFORMATION MODELING O.C. O.D. ON CENTER OUTSIDE DIAMETER ? BLDG. BUILDING OFCI OWNER FURNISHED CONTRACTOR INSTALLED BUILDING SECTION CALLOUT HEAD & REGION BM. BEAM OPG OPENING B.O. BOTTOM OF OPP. OPPOSITE B.U.R. BUILT-UP ROOFING OSHA OVHD OCCUPATIONAL SAFETY AND HEALTH ACT OVERHEAD q CENTERLINE ? ? ? gO.T.S. CENTERLINE OF TENANT SEPARATION PDU POWER DISTRIBUTION UNIT ? ? ? C.J. CONTROL JOINT RLAM. PLASTIC LAMINATE CLG. CLR. CEILING CLEAR PLYWD. PNL. PLYWOOD PANEL DOOR TAG WINDOW & LOUVER TAG CLO. CLOSET PR. PAIR CMU COL. CONCRETE MASONRY UNIT COLUMN PRE-FAB PSF PRE -FABRICATED POUNDS PER SQUARE FOOT O O 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. DTL. OR DET. DOOR DETAIL R R.A.F. RADIUS RAISED ACCESS FLOOR a A DWG. DRAWING R.A.G. RETURN AIR GRILLE RB RUBBER BASE EA. E.F.S. EACH EXTERIOR FACE OF SHEATHING RECEP. REF RECEPTION, RECEPTIONIST REFRIGERATOR, REFER, REFERENCE VIEW REFERENCE NORTH ARROW N E.J. EXPANSION JOINT REINF REINFORCING, REINFORCEMENT ELEC. ELECTRIC, ELECTRICAL REQ'D. REQUIRED MATCHLINE ELEV. E.O.S. ELEVATION EDGE OF SLAB REV. R.D. REVISED, REVISION ROOF DRAIN SEE T? ENG. ENGINEER, ENGINEERING R.O. ROUGH OPENING E.P. ELECTRICAL PANEL EXTERIOR ELEVATION INTERIOR ELEVATION EPDM ETHYLENE PROPYLENE DIENE MONOMER Sc SEALED CONCRETE EQ. EQUIP. EQUAL EQUIPMENT SCHED. SCW SCHEDULE 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. SHTS. SHEET SHEETS r MATERIAL SYMBOLS, F.D. FIRE DAMPER, FLOOR DRAIN SIM. SIMILAR 1-HOUR RATED WALL 2-HOUR RATED WALL FDC FIRE DEPARTMENT CONNECTION SPECS SPECIFICATIONS FDN. FOUNDATION S.S. SERVICE SINK FE FIRE EXTINGUISHER STC SOUND TRANSMISSION CLASS FEC F.F. FIRE EXTINGUISHER CABINET FINISHED FLOOR STD. STL. STANDARD STEEL ` F.F.E. FINISHED FLOOR ELEVATION STOR. STORAGE FHC FIRE HOSE CABINET STRUCT STRUCTURAL, STRUCTURE FIN. FLR. FINISH, FINISHED FLOOR SUSP. SQ. SUSPENDED SQUARE 3-HOUR RATED WALL SMOKE RATED WALL 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 BATT INSULATION CONCRETE FRP FIBER REINFORCED PANEL T.O.S. TOP OF STEEL, TOP OF SLAB T.O.SH. TOP OF SHEATHING GA. GALV. GAUGE GALVANIZED T.O.W. TYP. TOP OF WALL TYPICAL a o a 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 _ HB HOSE BIBB VB VAPOR BARRIER VDC VIRTUAL DESIGN & CONSTRUCTION HDW HARDWARE VERT. VERTICAL o HGT. OR HT. HEIGHT VR VIRTUAL REALITY HKS HOOKS HM HOLLOW METAL W/ WITH HORIZ. HORIZONTAL W.C. WATER CLOSET EXPOSED & FINISHED WOOD TRIM GYPSUM / PLASTER HVAC HEATING VENTILATION & AIR CONDITIONING WCO WALL CLEANOUT I.D. I.F.S. INSIDE DIAMETER INTERIOR FACE OF STUD WMP WD WWF WIRE MESH PARTITION WOOD WELDED WIRE FABRIC �\\\��\`�\� i.e. THAT IS, SUCH AS \ IN. INCH, INCHES YD. YARD MASONRY -CONCRETE BLOCK MASONRY - BRICK INSUL. INSULATION INT. INTERIOR JT. JOINT JAN. JANITOR JST. JOIST K.P. KICK PLATE PLYWOOD RIGID INSULATION " LAM. LAMINATE LAV. LAVATORY LB. POUND LDG. LANDING LONG. LONGITUDINAL LT. LIGHT STUCCO / EJ,F.S. STEEL LTG. LIGHTING LRV. LOUVER LVT LVP LUXURY VINYL TILE LUXURY VINYL PLANK e r w CODE SUMMARY r xvY 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 Q 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 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 CITY OF ZEPHYRHILLS APPLICABLE CODES 2020 FLORIDA BUILDING CODE (FBC): BUILDING (7TH EDITION) 2020 FLORIDA BUILDING CODE (FBC): EXISTING BUILDING (7TH EDITION) 2020 FLORIDA BUILDING CODE (FBC): MECHANICAL (7TH EDITION) 2020 FLORIDA BUILDING CODE (FBC): PLUMBING (7TH EDITION) 2020 FLORIDA BUILDING CODE (FBC): ACCESSIBILITY (7TH EDITION) 2020 FLORIDA BUILDING CODE (FBC): TEST PROTOCALS (7TH EDITION) 2017 NATIONAL ELECTRICAL CODE 2020 FLORIDA FIRE PREVENTION CODE 2020 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 110, EMERGENCY & STANDBY POWER 2020 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE 2020 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 99, HEALTH CARE FACILITIES CODE 2020 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, FIRE ALARM 2020 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, ELECTRICAL 2020 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 Al00 (EXISTING - NO CHANGE) EGRESS WIDTH SEE EXIT TABULATION CHART, SHEET Al00. 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 44 FT 8 IN. A Panera B, ead lueen Grill & Chill Berg xer Pharmacy ti.41 „i,seivd w AdverlHealth Zephyrhiil> a 0 e-- Plo ,a Pain Medicin boi Me ,'!, %Pawn Max t bT'Mb1 PROJECT SITE PROJECT SITE viand Reserve AtZephyr hilis CREATON Health Wellness Center rJ 3li"yi'sv3Aj KYs Pay Area hij.my Rehabilitation Specs ro y a i e Zephyrhitls Eye lnstitua = Akumin Radiology (Perich Eye Cente ; eri Wash East Pasco Zephy; hills Eire \PA AutoDepartment Station 1 TAM279,00 Fresh Country Cafe ' Select Physical Therapy Elks Lodge Zephyrhills Cinema 10 en Corral ` v varEc2 N PROJECT ADDRESS: TRUE NORTH 7050 GALL BLVD. (ID ZEPHYRHILLS, FL 33541 ARCHITECT RS&H, INC. 301 E. PINE ST. SUITE 350 ORLANDO, FL. 32801 PHONE: (407) 893-5800 t e Davgh',—n Rd 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 TLCINIE SOLUTIONS PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT ' iL 1: PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 .�� OF F(OR, N CID �P ' W TYLE O o 0 y AR 99970 w /EKED RR m A i a;t) SIGNATURE O a LLI DATE W 0 C) C� 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: PROJECT INFORMATION SHEET ID: BLDG. ID 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" 6' 1— I T _� 1/4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 a u Q F. W m `o ca rn� ry 0 U C n 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. 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, NOW 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 �E OF FCO EW TYtF RHO C7..' T R AR 99970 RED A_ SIGNATURE 5-(4_ Al DATE REVISIONS NO. 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: 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 expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 12' 3/8" SCALE 1 3' 1/4" SCALE 4' 0 2' 4' 8' _ - ,- ��r�, nrw i�Y�_ a. 1,: :- ii�i naL.uSGLL�Li IWYIiiRIIJiII�IW�':wdru�:'c:i ud � �e-°.�: sr m-r � _�7v 1 /8" SCALE 8' 0 4' 8' 16' 1 1 2 0 4 5 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 a a L0 LP M 0 N 0 N M I C B A A PT1 DD1 S 11 MD1 M M M M w w J to w z cn z W �_ U) �z Nz 0 WW FW a Y TAG DESCRIPTION FURNISHED/INSTALLED BY PT1 PAPER TOWEL DISPENSER OFCI DD1 SANITIZER DISPENSER OFCI SD1 SOAP DISPENSER OFCI MD1 MASK DISPENSER OFCI GB1 TRIPLE GLOVE BOX DISPENSER OFCI TVB WALL MOUNTED TELEVISION AND BRACKET OFCI CLK WIRELESS ANALOGY CLOCK OFCI PHB WALL MOUNTED PHONE AND BRACKET OFCI MEMO 1t 1, DIA. U-TURN AND PASSING SPACES r------------ I I I I I 32 MIN. I NOTE: Y=48" MIN. IF DOOR HAS A CLOSER PUSH SIDE DOOR CLEARANC I- --------- -I NOTE: X=12" MIN. IF DOOR HAS BOTH A LATCH AND CLOSER PUSH SIDE DOOR CLEARANCE Z N 8" MIN. KNEE CLEARANCE 17" MIN. T MAX. TOE lie le CLEARANCE DEPTH LAVATORY CLEARANCE PLAN AND ELEVATION PULL SIDE DOOR CLEARANCE W U Q W D U) W U W J U- W W U- 0 2 0 r- 0 m 0 F- 4'-6" MIN. r-----------� I I I I Z I I I I I I NOTE: 1 Y=48" MIN. IF DOOR HAS BOTH A LATCH AND CLOSER PUSH SIDE DOOR CLEARANCE ------------------� I I r------------, I I I � I I d 2 0, i MIN. I NOTE: X=36" MIN. IF Y=60" X=42" MIN. IF Y=54" PULL 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 PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT t PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 PEE OF FL�Ri N W TYLF . Q 0 • — * — • N AR 99970 p� m SrERED ARL� Z m Uj H —MaA, I O SIGNATURE a W DATE W 0 O U REVISIONS z w NO. DESCRIPTION DATE V 2 ADDENDUM No.1 07/12/2021 v a DATE ISSUED: 12111/2019 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 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 T n 181111 6' 114" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' WMA 1 2 3 4 'Al a 00 N LO ch O N 0 N M 00 u C A 4'- 2" STAIR WIDTH 50" / 0.3 = 190 OCCUPANTS e -"RS EI r IICVSi00R5' 6� R' ;-9- #ASrERa _\ALCOJE " ,y'Ilio SCRUB , •,s. ■ ;v .. •; �/ � RE6iRI0TEU CORRIDOR � J JCI GLEAN SUPPLv 11111111 (III -IIII lot .$vs04 , - EKEEPIM� ' IIII IIII H - IIII IIII OFFICE SLEEP SG95TEPo" ALCOVE _��/ CUI BED1 PH�iA!IS EQUPMENi - .^ LOUNGE :? PANS <--> H BEOB I�XYI - _ C. LOUNGE I SORES `� I ` F'X FE SUB STERILE CORRIDOR C O L 0 eEoa r III III] - Tli NURSESSTATIIXJ BEDO O ''� OFFlLE LOCKEFS EWIPMENT pR.4 TIT iO _ n O QRiH00,R-2 FE) C O oFFICE OFFCE O-CE i FEX - FEx FE = " " • �O I■ FE SUB STENIB Tp�T ISO C � 21 SURGE RYESTRICTEDOCRRIUGR F STEMLECtRE BED 6 b BED 19 ❑ ..., fill ll'I C III I■ I®I BEFORE - SUBSTERIIE BED] BED 18 La.Rx* TOILET TGREi STATION IIII �"""•^-+...,.,, BEDS T � IAENS LOCKER REDBAG WECMTSTCRAGE O Iglp BED 17 '^ O TaIBr _ ._ MECN. ROpA I' - CRT H U FI BEDS 1 I ,H ( uLINEN/ OCKER ILEVATOftT E1VFE w .ENS LOCKER--_ 0 � •• __ .................. .. . ............ - ........O... � ELECTRICAL ROOM \/ ENDOI ENCO2 �O CfFICE BED 11 BED 18 0 ^ v O MEETING'FW. STAFF LOUNGE CLEAN ROOM _ BED 12� CORRIDOR - el el FFX O ELEVATOR LOS6Y _ O BED 13 FE ® nuinniunnl " " H `-, Fi N'UPSE STATION • . LEI El PRbPCOiR00M3 PRFIPoST ROpA4 PFEPWTRCOMS = _. NURSE STATNNI O - HCLpNGSOIIEO O PREPOBT ROOM 1d LOISEREN3 ROOM BED 14 pCTAiIOV FAMILYVWRIIIG PRETOSTROOM2 � ralEr = _ ✓ I60L RQp4 _ - T(DT _ III! . 0* PRE -OP o IIIII' o ° o ` - _ O 0 is e CIFANSUPPLV {OI ET • °R, CONSp.T ipLET IIII IIII /-� °�" j " - IIiV (IIII PRE/POSi ROOMS PREROSi ROW] PREPO6i RCOMB PRFRGSiRWM9 PREPOSigOOM 1a PREPCST ROOM 16 PRENOST ROOM 12 PREROST ROOM II TQLET TOILET - F. uNITOR " _ ' I111 IIII " li ... 1_ / WJMEMSCENIER WAITINGROOM PREOP Vdg1TING - iplEi OCR ---------------- e - „- VTOIL Et �- RECPT ,J ifdC ROOM L - -- " mR 24D1 � C AWRY 44" SINGLE DOOR 42" / 0,2 = 147 OCCUPANTS 4'- 9" STAIR WIDTH 57" / 0.3 = 190 OCCUPANTS I� CCRRIEOR OF WORK - RELIEVING & III - BULK S'DRAGE 'L,�J1 0 _ ® H� OFFICE LI i . O L PHARMACISTS I` I I� Im ' 36" SINGLE DOOR 34" / 0.2 = 170 OCCUPANTS - 0" STAIR WIDTH 4' NULIRIEH LKRE _ LDNNGE r 48" / 0.3 = 160 OCCUPANTS ■ "Will!'�IIII r I U, • E - n a I iI f - 1 +L I II Pan 1. 1111; pm, FIN O : ..... in �■ �I 48" SINGLE DOOR 44" / 0.2 = 170 OCCUPANTS 4'- 0" STAIR WIDTH 48" / 0.3 = 160 OCCUPANTS u� TOEEi RODE ISUL PATIENT ROOM = 1. GOAL ANTE 3' - PATIENT ROOM 8" STAIR WIDTH PATIENToo 3' - 8" STAIR WIDTH 4' - 0" STAIR WIDTH 44' / 0.3 = 147 OCCUPANTS - 48" / 0.3 - 160 OCCUPANTS PAnEHT R°°M 44" / 0.3 = 147 OCCUPANTS a = IO 44" SINGLE DOOR 36" SINGLE DOOR 42" / 0.2 = 167 OCCUPANTS TENTR°DM ❑ 4" SINGLE DOOR 34" / 0.2 = 170 OCCUPANTS PATIENT ROOM _ 46" / 0.2 = 230 OCCUPANTS O - P OM H " N 100 H H FEC _ P T R M LDueirARD (B ELOWi /S 0 PATIENT RM - 1 4' - 0" STAIR WIDTH LG.G. LC tl. ,L.0 ROOM LC,U_ IG.U. CO LG.N_ I.G.H LC,. PATIENT T 48" / 0.3 = 160 OCCUPANTS - ,! 3 eQQ PAIILNT ROOM 1 111 sua N/S !(11! I1111 cuB rc/s 11 . 11, cuB NiS ! 11 SUB N/s !1 11 1 B NIE PATIENT ROOM I ❑" `mom O O O 36" SINGLE DOOR PH sP"P D 14 34" / 0.2 = 170 OCCUPANTS FE-C]71 -' flli 'ill �© III - PATIENT ROOM = RL L SEA cm lei - - e PATIENT ROOM = = TLT. 5 ROOF LLI_ __ COMM MOOS 6, PATIENT ROOM CTR II ni D = LOSP [ RR. - l NUnt Y nT K TER 243 POST PAR UM 241` POST PAAiUM 2416 POST PARrUM antPqsI -ARmu z4tPUS1 PARI UM 241] POST PARTU!A 2414 V O F. SUPPLY _ O PgtlCNt ROOM PANENI k00M PATIENT ROOM PATIENT ROOM PATIENT Ri.'OM PATIENT RDOu I II !. � _ _ TORAGE 2 SP. F.- CLEAN OF MEDL� nI_ SUPPLY STAVE OFFICE NOVA. OS I' iP HC. 1, I9 EST. - r ITT .'IIII. " IER h'. I O .AN. 0 ORR I111;1 II (IIIII IIIII (IIIII Iilll. IIIII U _ Z II (IIIII '- (IIIII IIIIIIIiI IIII ' .(IIIII (IIIII i- - -+ III (IIIII Il1111d (IIIII (IIIIIFEC f FE UI - LOR 24u4 �.I. CORE. CORP. O NOTE 1 TETO H FEC H C FEC C ITT ie ht lei - _ illlil (IIIII III I (IIIII Illili- " I NsG E = CORRIDOR E1EV A/ M, F-X • lOa ?4c5 -U16N nil ® n n FEC NouRISH J O - ELEV ELEV. (AEC H'L 13�TRIAGE 2410 (III CLEAN MEDS OATH NB VMITING R A -I LOBBY DIC.i LOUNGE �� O I.j1,I NURSERY LIT fill O QQQIII i3 12 II ID a Lnr P,OOAf PATIENT AOUM PAIIENi ROOM PATIENT P.UDM PATIENT ROOM PATIDti R001! Loa 2106 a _ , IIII o F10E _ _!0 I11 IIIII fjj-U' Ful°. I1111 IIIII _ SLEEP CLEAN - PATENT ROOM DR ocKERs ' - _ Comm � FEC - cvrHuea rTEIr,L K rRLnGE r 0 E BREAK RM P - LOCKERS ZINIFE PATIENT ROOM OSOIL E LOC KEPT DR. CONSULT F CONTROL R •NOURISH _ (ME1g ElOW) TER24G] x nn DI e ulu n ,IIII IIIII © �T - 7 sTERILECORRI00R O -- -R" CORRIDOR �O DIL rArE y� El L PATENT ROOM cLosEi ii (, FEC H a 0 s"rniioN - III IIIII IIIII iet® - MEDB = O - _ NHOID. EQUIPMENT I" Q Oc, STORAGE - O N GgiH R CORE-1 OCR DOR - CORRIDOR E = StAt( II I/ C Ce .� ,I _ • f i, lt'F .ram-- '' 'i- i • •.•Tr1R� . '��- • E•� I Tt ® �, �'. �(I ,III+ . � s == , •,cL ' .� ..... �� ■ ter'' 'NONE -�"-� III ti� 1 %�C':e: �I�. II' �•-� rl L aI 0 - it I ■ ■ lz - s tLT. _ EX = rO LEI RRCOM CONTROL � - _ IIIII Hill� � L°HNGE LH- o aATIeII aoDM asuEm Roots PATENT R°QM ELEr BLOOD PB nr ORAW s STAIR LOUNGE L AIDOR DEFILE OO PAIN DEFILE �I, WASH lie T 4f �___ S PASSAG I �O O ■'° Ill FE WAITING Ijmjei ` lei I FE //- FFE FEX• ru EXO FEES Ex �- LI ®I Ell OFFICE O O MECHANICAL RUOIrt JAN. E HLEBorolAr RELEPI. K3 ❑ n15TOLOGY - a ❑ s - CONFERENCE PASSAGE OPEN 0 C STORAGE DFRCE OPEN LAB RAMP S 'r UP SIDES BANK O O Oi @I � _ OTC &T O CIAFFW�O PASSAGE O REF O- F OFFICE o ul In I FE oic FE - - 'EL I. PSAC © CHEMISTRY OFFICE EX O O O COAOOMRo� ER ^ ... 0 TO DFFIL� LOUNGE ,-: AFB ^ nDRINALrSIS FE oFHa 44" SINGLE DOOR 42" / 0.2 = 147 OCCUPANTS T - 8" STAIR WIDTH 44" / 0.3 = 160 OCCUPANTS S B N/S O F 10 8 35UB N S ID 9 ] 11 / O Rr TLr nt nT IIIII fi RI \ a n emu Pc M- nr CANOPY ROOF LIFE SAFETY PLAN - LEVEL 2 SCALE: 3/64" = V-0" O APR 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 FIRE HOSE CABINET & EXTINGUISHER CABINET FB FIRE BLANKET SMOKE DETECTOR < HEAT DETECTOR EXIT LIGHT EXIT LIGHT W1 DIRECTIONAL ARROW FIRE ALARM CHIME FIRE ALARM MANUAL PULL STATION FIRE ALARM STROBE •SP STAND PIPE ® CARD READER 2A SMOKE ZONE 44 EXIT ARROW I 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 a" 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 CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE ■ (NFPA 101 Par 19.3.6.3.1) ® ■ a. 20 MINUTE RATED 1311 CORE WOOD DOOR, FRAME AND WINDOWS (19.3.6.3.1) No b. POSITIVE LATCHING REQUIRED (A19.3.6.3.5(1)) ® c. NON RATED PROTECTIVE PLATE ON DOORS, UNLIMITED IN HEIGHT, ARE PERMITTED (19.3.6.3.12) ® d. DOOR CLOSER NOT REQUIRED (IMA3.11) ® e. MAX 118"GAP AT HINGE, tATCH8TOPON PULL SIDE OFSINGLECOORS AND AT ® MEETING EDGESOF PAIR OF DOORS IN 806.3.1.7) ■ L 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 PARTITIONS AND CEILING (8.4.2) h. FIRE OR SMOKE DAMPERS NOT REQUIRED (19.3.7.4) _ ONE HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) ® 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 (19.3.6.3.5) ■ d. NON RATED PROTECTIVE PLATE UP TO 48' (19.3.2.1.4) ■ e. MAX 15"GAP AT HINGE, LATCH&TOPON PULL SIDE (8.5.4.1&NFPA 806.3.1.1) ® f. MAX 3'4"OOOR UNDERCUT (NFPA804.8.4.1) g. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA804AO. ® h. FIRE DAMPERS REQUIRED 1. NO LOUVERS IN DOORS (&4.3.3) FE TWO HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 6.3.4.2) a. 1 112 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) ® b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.3.3) ® c. POSITIVE LATCHING REQUIRED (19.3.63.5) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER s THAN 48" ABOVE BOTTOM OF DOOR (19.3.2.1.4) e. MAX 118" GAP AT HINGE, LATCH &TOP ON PULL SIDE (8.5.4.1& NFPA 806.3.1.7) C MAX 3l4°DOOR UNDERCUT (NFPA804.8.4.1) it. FIRE GLAZING SIZE UMrTED TO AREATESTED (NFPA 804A.5) h. 1112 HOUR FIRE DAMPER REQUIRED (8.3.5.6.1) ® L. 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 (TABLE 8.3.4.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.37.8&8.5.4.4) IS. POSITIVELATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS (19.3.7.8) it NON RATED PROTECTIVE PLATE UNLIMITED IN HEIGHTS PERMITTED (19.3.7.6.1) e. MAX 118"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) L EXISTING ASTRAGALS SHALL REMAIN g. MAX 314"DOOR UNDERCUT (NFPA804.8.4.1) FIRE GLAZING SIZE LIMrTEDTO AREATESTED (NFPA804.4.� IT i. FIRNMOKE DAMPER(S) REQUIRED (8.5.5.2) I. NO LOUVERS IN DOORS (8.4.3.3) TWO HOUR FIRE/SMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 19.3.7) ® a. 1 112 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) ■ b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED O 19.3.7.8&&5.4.4 ) ® GO POSRNE LATCHNG REQUIRED (19.3.7.6) ® d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER ■_ THAN 16 ABOVE BOTTOM OF T 0 NFPA 806.4. ( ✓f e. MAX 118"GAP AT HINGE LATCH &TOP ON PULL BIDE OF SINGLE DOORS ® AND AT MEETING EDGES OF PAIR OF DOORS (8.5.4.1& NFPA806.3.1.7) ® I EXISTING ASTRAGALS SHALL REMAIN ■ g. MAX &I DOOR UNDERCUT (NFPA804.8.4.1) h. FIRE GLAZING SIZE UMRED TO AREATESTED (NFPA804.4.5) ® I. FIRE/SMOKE DAMPER(S) REQUIRED (8.5.6.2) I. NO LOUVERS IN DOORS EXIT TABULATION - SECOND FLOOR SMOKE COMPARTMENT OCCUPANY TYPE OCCUPANTS EXIT WIDTH ZONE AREA SQ. FT. NUMBER INCHES REQ. PROV. ZA 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 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 RS&H FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT Advent Hea Ith PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 �tOF W Y�CORf� `?. •.-'4 AR 99970L,� R A E D Q )' I I SIGNATURE 1 I DATE REVISIONS NO. DESCRIPTION DATE 1 AHCA & MISC. 1/08/2020 DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: 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 MW 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. Al rights reserved. 3/8" SCALE " 31 6- 1 /4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 3 1 4 17 Ci F:_ 0 M A U SC 2C 10,734 SF CLEAN SUPPLY 'OILET P� LO CORRIDOR J� ni ui ui IIII ui ui III OFFIC E SES STATION !u ni ui oil OEEIC E S\ O— — — --_ O /HOLDING D O O <5> NURSE STATION O 1 ni I(M—) MENS LOCKER III FC] 2 SC 2G RESTRICTED CORRIDOR NURSE STATION AREA OF WORK of TOT ELEVATOR'LOBBY FE v O O FEx - FE I -------� 0 O_-______ -_ ___ ___- ®I-C] O OFFICE MEETING/ EDU. ai�CORRIDOR11/�N) '71 ELEVATOR LOBBY OH O O O O O O OI------------ N SMOKE COMPARTMENT LIFE SAFETY PLAN - LEVEL 2 1 SCALE: 1/8" = V-0" <S> LIFE SAFETY LEGEND F E FIRE EXTINGUISHER F E C FIRE EXTINGUISHER CABINET OSMOKE DETECTOR EXIT LIGHT EXIT LIGHT W/ DIRECTIONAL ARROW © 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 19-2.5.7) 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 101 Par 19.3.6.3.1) ■ a. 20 MINUTE RATED 1314" SOLID CORE WOOD DOOR, FRAME AND WINDOWS (19.3.6.3.1) ® b. POSITIVE LATCHING REQUIRED (A19.3.6.3.5(1)) ® ® c. NON RATED PROTECTIVE PLATE ON DOORS, UNLIMITED IN HEIGHT, ARE PERMITTED (19.3.6.3.12) d. DOOR CLOSER NOT REQUIRED (193.6.3.11) ® e. MAX 1l8"GAP AT HINGE, IATCH&TOPON PULL SIDE OFSINGLE DOORS AND AT ® MEETING EDGES OF PAIR OF DOORS (NFPA806.3.1.7) ■ f. Mg. 1" UNDERCUT FROM BTM OF DOOR TO FINISH FLOOR (19.3.6.3.4) ■ ® 9. PERIMETER WALLS OF AREAS OPEN TO CORRIDOR CONSTRUCTED TO MATCH ® CORRIDOR PARTfTDNS AND CEILING (8.4.2) h. FIRE OR SMOKE DAMPERS NOT REQUIRED (19.3.7.4) _ ONE HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) ® a. 314 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.3.3) ■_ c. POSfTNE LATCHING REQUIRED (19.3S.3.5) ■ J. NON RATED PROTECTIVE PLATE UP TO 4T (19.3.2.1.4) ® e. MAX 15"GAP AT HINGE, LATCH B TOP ON PULL SIDE (8.5.4.1& NFPA 806.3.1.7) ® F. MAX 314"DOOR UNDERCUT (NFPA804.8.4.1) g. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 804.4.5) h. FIRE DAMPERS REQUIRED (8.3.5.6,1) I. NO LOUVERS IN DOORS (8.4.3.3) 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) c. POSITIVE LATCHING REQUIRED (19.3.6.3.5) J. RATED PROTECTNE PLATE REQUIRED IF TOP OF PLATE IS GREATER ■ THAN 48"ABOVE BOTTOM OF DOOR (19.3.2.1.4) e. MAXIS- GAP AT HINGE, LATCH& TOP ON PULL SIDE (8.5.4.1& NFPA 806.3.1.7) f. MAX 314"DOOR UNDERCUT (NFPA804.8.4.1) = _ g. FIRE GLAZING SIZE UNITED TO AREATESTED (NFPA804.4.5) h. 1 U2 HOUR FIRE DAMPER REQUIRED (8S 5.6.1) I. 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 (TABLE 8.3.42) - b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.7.8&8.5.4,4) c. POSITIVE LATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS (19.3.7.8) d. NON RATED PROTECTIVE PLATE UNLIMITED IN HEIGHT IS PERMITTED (19.3.7.6.1) e. MAX 118" 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 SHALL REMAIN g. MAX 314"DOOR UNDERCUT (NFPA804.8.4.1) h. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA804A.5) L FIREISMOKE DAMPER(S) REQUIRED (8.5.5.2) j. NO LOUVERS IN DOORS (8.4.3.3) KEY PLAN - LEVEL 2 O 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 Cart. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT r � IIIII!! - a PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 .�� OF Ft. STY! • O AR 99970 sr�'RED• ARL� I / way ` SIGNATURE DATE REVISIONS NO. DESCRIPTION DATE 2 ADDENDUM No. 1 07/12/2021 1 AHCA & MISC. 1110812020 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 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 ..m 0 a 6" 1' 2' Ir.L6ldNe��a.sac a.,. �oxzi.a-nu.�uv�xdW!!�{�eu J.e.osr, 3/8" SCALE 1 " 3' ' 1/4" SCALE 4' 0 2' 4' 8' E 3 4 5 19 m 0 T 0 U I C 3 A CONTRACTOR PHASE 1 CONSTRUCTION PHASE 1 - SEQUENCE NOTES PI1-1 OWNER VACATES PHASE 1 AREA OF WORK AND REMOVES FURNISHINGS AND ACCESSORIES PH1-2A GENERAL CONTRACTOR INSTALLS DUST BARRIER PARTITIONS PH1-213 PROVIDE A HEPA UNIT WITH TEMPORARY EXHAUST TO PROVIDE A NEGATIVE PRESSURE CONSTRUCTION ZONE. REFERENCE MECHANICAL DRAWINGS PI1-3 CONTRACTOR PERFORMS DEMOLITION AND NEW CONSTRUCTION WORK IN PHASE 1 AREA OF WORK CONTRACTOR PHASE 3 CONSTRUCTION PHASE 3 - SEQUENCE NOTES PI3-1 OWNER VACATES PHASE 3 AREA OF WORK AND REMOVES FURNISHINGS AND ACCESSORIES PH3-2A GENERAL CONTRACTOR INSTALLS DUST BARRIER PARTITIONS PH3-213 PROVIDE A HEPA UNIT WITH TEMPORARY EXHAUST. REFERENCE MECHANICAL DRAWINGS PI3-3 CONTRACTOR PERFORMS DEMOLITION AND NEW CONSTRUCTION WORK IN PHASE 3 AREA OF WORK PI3-4 UPON COMPLETION, OWNER EQUIPS AND OCCUPIES PHASE 3 AREA OF WORK PHASE 1 - DESCRIPTION - INSTALLATION OF ADDITIONAL STRUCTURE REQUIRED FOR O.R. 9 - INSTALLATION OF NEW DUCTWORK IN RESTRICTED CORRIDOR - 24 HR FIRE WATCH PERSONNEL REQUIRED FOR THIS PORTION OF WORK AS INDICATED ON PHASE 1 CONSTRUCTION PLAN PHASE 3 - DESCRIPTION - COMPLETION OF REMAINING CONSTRUCTION IN SCOPE OF WORK 24 HR FIRE WATCH PERSONNEL PHASE 2 CONSTRUCTION PHASE 2 - SEQUENCE NOTES CONTRACTOR PI2-1 OWNER VACATES PHASE 2 AREA OF WORK AND REMOVES FURNISHINGS AND ACCESSORIES PI2-2A GENERAL CONTRACTOR INSTALLS DUST BARRIER PARTITIONS PH2-213 PROVIDE A HEPA UNIT WITH TEMPORARY EXHAUST TO PROVIDE A NEGATIVE PRESSURE CONSTRUCTION ZONE. REFERENCE MECHANICAL DRAWINGS PI2-3 CONTRACTOR PERFORMS DEMOLITION AND NEW CONSTRUCTION WORK IN PHASE 2 AREA OF WORK CONSTRUCTION COMPLETE ®r ® AREA OF WORK PHASE 2 - DESCRIPTION - INSTALLATION OF NEW DUCTWORK IN RESTRICTED CORRIDOR - 24 HR FIRE WATCH PERSONNEL REQUIRED FOR THIS PORTION OF WORK AS INDICATED ON PHASE 2 CONSTRUCTION PLAN PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 O.F. ft. 0 Ma SIGNATURE 9_&- �� DATE REVISIONS NO. DESCRIPTION I DATE 2 ADDENDUM No.1 07/12/2021 DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. PHASING PLANS SHEET ID: A BLDG.ID NEW SHEET AP1 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 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 1 " 3' ' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' NNNPNEMEEMN VA 3 4 5 01 L F. a 0 A Cn D A C) 7 8 g 10 11 12 cvlOTinln QIMMAIA I V j"*1%� DEMOLITION PLAN SCALE: 1/4" = 1'-0" N 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 NEGATIVE PRESSURE HEPA H FILTER MACHINE, SEE L — J MECHANICAL DRAWINGS TEMPORARY EXIT SIGN nFE FIRE EXTINGUISHER 1 D REMOVE PORTION OF EXISTING WALL AS REQUIRED 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. 2 9D OMIT 0 TAPE SEAL DOOR TO PREVENT DUST ENTERING. KEY PLAN - LEVEL 2 SCALE: N.T.S. TRUE PROJECT NORTH NORTH i� 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 AR 99970 AFC•..... .,.�'�� �SrFRED PRL� -Mak, W SIGNATURE DATE REVISIONS NO, DESCRIPTION DATE 2 ADDENDUM No.1 07/12/2021 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: DEMOLITION PLAN SHEET ID: BLDG. ID Al 02 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. FEC FIRE EXTINGUISHER CABINET 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' EEEMNENENNW 3/8" SCALE 1 " 3' ' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 3 1 4 5 6 F 17 C F A 3 A401 � �..0000000 ® o0 0000 0®® e � 7777"�fl 1 1 a� a -0 61 ° >a:." e 1 as + a_5'-0" 1 1 o 0 a °� .,2/o'MAX . a ,a 1 i 8' -101 /2" N NEW CONSTRUCTION PLAN 1 SCALE: 1/4" = V-0" C EXISTING STORMWATER RETENTION GRATE TO REMAIN 13'-8" (9) 10 11 I EXISTING SIDEWALK TO REMAIN � � I i 91. �Elr o0 5" , 2'-1" - 3" im EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION FEC FIRE EXTINGUISHER CABINET LOW WALL RETURN AIR DUCT LWR CHASE - SEE MECHANICAL DRAWINGS PARTITION TYPE - SEE SHEET A501 �— WINDOW TYPE - SEE SHEET A601 BASE SCOPE OF WORK o 4mM DEDUCT ALTERNATE SCOPE OF WORK /////, OUTSIDE SCOPE OF WORK V"X 12 ® AREA OF WORK oo® o00 000 000 0000rs�0000®r® � 1 ' 31' - 6" 8 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 0 0 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 * LCCO60210 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 OF FCp,Q/ w TYL6 AR 99970 /SrFRED ARL SIGNATURE -U-A1 DATE REVISIONS NO. DESCRIPTION DATE 2 ADDENDUM No.1 07/12/2021 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: NEW CONSTRUCTION PLAN SHEET ID: BLDG. ID Al 03 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 0 1A., ' 1/4" SCALE 4' 0 2' 4' 8' 1 I 2 3 4 G� fl R a M to M O N 0 N M I= A 0 MORE OEM MEN NONE REFLECTED CEILING PLAN SCALE: 1/4" = V-0" (MATCH EXISTING) 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. AREA OF WORK An SUB TERIL O280 :k._9 ; I ; 1A I , 0' 0" A.F.F., '" I _ J L I CRUB 281 TRICTED 2' X 2' SUSPENDED ACOUSTICAL 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 2' x 2' DIFFUSER; SEE MECHANICAL DWGS 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 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 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 �OF FLp9� cm r C> 0 1 • — 7C — � • r N AR 99970 W .......... FRED A� m ca c� �r111�� o SIGNATURE a/ a u� DATE U- iW 0 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: 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 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. -- - - - - - --- 3/8" SCALE n 1 " 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 F. U Q N V LO M O N 0 N Q 00 W , J t f: EQUIPMENT COORDINATION PLAN SCALE: 1/4" = T-0" A M"I- az 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 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 012 INTUITIVE WALL PLATE OFCI 013 DVI WALL PLATE OFOI 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 ENGINEERING IS0LUT10NS PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Je OF FLO ��P,�Ew TYt_FR R�49 AR 99970 RED A :M WW1 SIGNATURE DATE REVISIONS NO. DESCRIPTION I DATE 2 ADDENDUM No.1 07/12/2021 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 /2\ 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. eI 3/8" SCALE 0 1 " 3' ' 1 /4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' N CV T C6 0 0 r M N W m Z m N H U W 31 O a ui J LL W 0 O U H Z W J U Q U 2 Q expressed written consent of this corporation is prohibited. All rights reserved. - i�. � � � �. e I .:- �i � _: � •,c -�- � ! � -- �:-z. ,' -- � . ��� ai•,._..�'iii,i�ill4'a..,.._ � : _,:r:I�L1�1�4Y61. 1 I 2 ( 3 I 4 I 5 R FBI C f'? A cc CN 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" 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 (TYP. SCALE: 1" = 1'-0" 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. 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 UV POLYTHENE MEMBRANE SEAL AROUND ALL PIPE & DUCT PENETRATIONS 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 .01:111111I►[eI_L*Y41:1:119111A:� 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 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 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" 6" NOTE: COUNTERTOP WIDTH VARY IN DEPTH. REFER TO ENLARGED PLANS FOR MORE INFO. 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 TAF 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 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 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 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 SCALE: 1" = 1'-0" Vim.. • PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT 1 PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, EL, 33541 Pit OF. Ft�Ri � .9 AR 99970 to/� FRED aR '1 SIGNATURE - on'\ DATE REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: MIL DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: PARTITION & MILLWORK DETAILS SHEET ID: BLDG. ID P.A501 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 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' expressed written consent of this corporation is prohibited. All rights reserved. I � ! Ti ti ..b: i��l, 7 .. it i -'�;41�tia.ii�tn - :� i.m,,..�� 7e:�ue ,. . �.. iN :•.. u; �...,..r.,.�._,c,� ......�.,�,._ - - 3/8" SCALE 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' E c 4 0 f F� 0 >. (a 0 A Q LO 0 0 N M co DOOR AND FRAME SCHEDULE MARK ROOM DOOR FRAME HARDE ARE FIRE RATING NOTES SIZE TYPE DOOR MATERIAL FRAME MATERIAL Frame Type DETAIL WIDTH HEIGHT THICKNESS HEAD JAMB SILL /3\ 278B STORAGE 3' - 8" 7' - 0" 1 3/4" C 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 3/4" 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'- 4" 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 283B O.R. 9 3' - 0" 7' - 0" 1 3/4" 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 DOOR PER DOOR SCHEDULE VARIES 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 H.M. DOOR A RAM E TO MATCH XISTING STANDARD w Owe map f=ww' tea= a U) � ,'UD ANCHORS (3 PER JAMB) TYP. DOOR JAMB SCALE: 3" = V-0" DOOR PER DOOR SCHEDULE 0 w 0 z OOR COVERING 3SCHEDULED LISTING SLAB TYPICAL DOOR SILL SCALE: 3" = V-0" EXISTING SHEATHING BOARD EXISTING EIFS A2 SYSTEM WEATHER BARRIER 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 A 6" METAL STUDS GWB CORNER BEAD DOOR HEAD - EIFS SYSTEM ON METAL STUD SCALE: 3" = V-0" EIFS SYSTE A WEATHER BARRIE WOC SHEATHIN CORNER BEA[ SEALANT AN[ BACKER RO[ 11 22 6" METAL STUDS GWB CORNER BEAD FRAME�� .�.�.,.� DOOR JAMB - EIFS SYSTEM ON CONC. SCALE: 3" = V-0" DOOR, SEE SCHEDULE NON -TRACKING EXPANSION JOINT MATERIAL CONCRETE SLAB DOOR SILL - EXTERIOR SCALE: 3" = 1'-0" DOOR SHOE EXTRUDED ALUM. THRESHOLD SET IN SEALANT TO CONCEAL EXP. JT. 1 /2" MAX FLOOR FINISH, SEE SCHEDULE A 2" AS SCHED, 2" 2" AS SCHED. 2" TYPE A TYPE B FRAME TYPES 1 SCALE: 1/4" =1'-0" SET NO. 1 3 HINGES 1 STOREROOM LOCKSET 1 WALL STOP 1 CLOSER 3 SILENCERS 1►9�i:L•1� ENTRANCE LOCKSET HARDWARE PER NOA //�� 1 TRAVEL LIMITER /2\ SET NO. 3 6 ELECTRIC OFFSET HINGES 1 HOSPITAL LATCHSET 2 ARMOR PLATES 2 WALL BUMPER 2 OVERHEAD AUTOMATIC DOOR OPERATOR 1 PUSH PLATE 1ASTRAGAL 1 TOP FLUSH BOLT (ON SMALL LEAF) 2 CONNECTOR CABLE SET NO.4 3 HINGES 1 HOSPITAL LATCHSET 1 CLOSER 3 SILENCERS 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.CONTIN000S 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 B C D SOLID CORE WOOD PAIR DOORS HOLLOW METAL DOOR FLUSH SOLID CORE WOOD INSULATED CORE W/ VIEWLITE DOOR TYPES SCALE: 114" = V-0" PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS. 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Of FAO 0 N AR 99970 FRED AR m m Ul w I SIGNATURE a -�s a' w _J DATE U_ W 0 O c.� REVISIONS z w NO. DESCRIPTION DATE v 3 BID RFI RESPONSE 07/30/21 v 2 ADDENDUM No.1 07/12/2021 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: DOOR SCHEDULE AND FINISH LEGEND SHEET ID: BLDG. ID A601 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' 3/8" SCALE 0 " 1/4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' expressed written consent of this corporation is prohibited. All rights reserved. 1 1 2 I 3 I 4 I 5 A C 0 A Q 00 LO M O N 0 N M co N FINISH PLAN 1 SCALE: 1/4" = V-0" FINISH LEGEND FINISH KEY MANUF. MODEL NAME / NUMBER COLOR I SHEEN SIZE REMARKS FLOOR TEXAS GRANITE LVT-1 AMERICAN BILTRITE VTG-130 WHITE/GREY 36" X 36" HEAT WELDED ROD VHW-45 TAUPE. MANUFACTURERS REP CONTACT: BRYAN LEE 407.636.0658 TEXAS GRANITE LVT-2 AMERICAN BILTRITE VTG-158 SOFT BROWN 24" X 24" HEAT WELDED ROD VHW-45 TAUPE. MANUFACTURERS REP CONTACT: BRYAN LEE 407.636,0658 BASE INTEGRAL BASE IB-1 AMERICAN BILTRITE VTG-130 WHITE/GREY 6" HIGH MANUFACTURERS REP CONTACT: BRYAN LEE 407.636.0658 WALL PROTECTION WP-1 ALTRO WHITEROCK STANDARD WHITE 4' X 10' 4' HIGH ABOVE INTEGRAL WALL BASE; SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: RON TITUS 727.266.7010 WP-2 INPRO RIGID SHEET WALL PROTECTION SHARKSKIN 0350 8' X 10, 8' HIGH ABOVE INTEGRAL WALL BASE; SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: DAVE RONCA 813.391.8407 CG-1 OMIT CG-2 INPRO 160 SURFACE MOUNT CORNER GUARD SHARKSKIN 0350 8' HIGH CORNER GUARD. SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: DAVE RONCA 813,391.8407 CEILING OPTIMA SQUARE TEGULA ACOUSTICAL CEILING TILE ACT-1 ARMSTRONG OPTIMA SQUARE TEGULAR WHITE 24" X 24"/ PRELUDE 15/16" WHITE GRID MANUFACTURERS REP CONTACT: JONATHAN ELROD 407.803.3448 FIELD PAINT P-1 SHERWIN WILLIAMS SW7006 MINDFUL GRAY EPDXY FIELD PAINT. SEE FINISH PLAN FOR LOCATIONS. SOLID SURFACE SS-1 WILSON ART 9204CE MORNING ICE MANUFACTURERS REP CONTACT: MEGHAN RAWLINGS 407.832.5388 VERTICAL PLASTIC LAMINATE PLAM-1 WILSON ART 7966K-12 5TH AVE ELM SOFTGRAIN MANUFACTURERS REP CONTACT: MEGHAN RAWLINGS 407.832.5388 1 F COORDINATE W/ CENTER OF PATIENT TABLE CONTROL POINT; SEE OWNER VENDOR EQUIPMENT DRAWINGS - ------- WP-1 ------- ------- WP-2--- CG BASE SCOPE OF WORK DEDUCT ALTERNATE SCOPE OF WORK WALL PROTECTION, WP-1; SEE FINISH LEGEND WALL PROTECTION, WP-2; SEE FINISH LEGEND CORNER GUARD; SEE FINISH LEGEND LVT-1 301 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 jt OF F 0 TYL 6 AR 99970 ' EKED Ai —1yiA "' h SIGNATURE DATE REVISIONS NO, DESCRIPTION DATE 2 ADDENDUM No.1 07/12/2021 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: FINISH PLAN, LEGEND & DETAILS SHEET ID: BLDG. ID LVT-2 I I A602 PROJECT STATUS: CONSTRUCTION DOCUMENTS T N N_ m 0 0 0 M N W m Z m co 0 W 0 W a w _J LL W 0 0 V z w J t� a CU 2 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 18" ' !®wl�l I�IIIIIIIIIII�IIII �� _ r , 7F ..� — • •�, �n 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' P. A expressed written consent ot this corporation is prohibited. All rights reserved. F. 0 0 X N a� C! N C O LL. X O al rn QJ� LL f- Z w UI U) a Lb LO N O N f�7 W expressed written consent of this corporation is prohibited. All rights reserved. - - -- - - - �• - - - _. _ _ _..__ _ _ _ _ _ _..__ _ _ _ _ _ _..__ -v- Z b 4 0 Is] C Ifl r A k - - 3 a i i i , , r 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 o(H OR OM - 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. - 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. SPRINKLER ORIFICE SIZE: 11211 PROVIDE ANY ADDITIONAL OFFSETS REQUIRED FOR PROPER INSTALLATION AND COORDINATION -------- -EXISTING SPRINKLER PIPING DURATION OF SUPPLY: 30 MIN. WITH OTHER TRADES. 1.3 PIPE THREAD PATTERN: ALL THREADS SHALL BE IN ACCORDANCE WITH LOCAL FIRE - DEMOLISHED SPRINKLER PIPING MAXIMUM COVERAGE/SPRINKLER HEAD: 225 SO. FT. DEPARTMENT SPECIFICATIONS AND NFPA 1963, 1998 REVISION. -------- 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 ELECTRICAL 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 SYSTEM TYPE: WET PIPE 7. SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES AND 1.5 LICENSURE: THE FIRE PROTECTION SYSTEMS SHALL BE INSTALLED BY A STATE OF FLORIDA 3-0 - PIPE SIZE AND LENGTH DESIGN DENSITY: .15 GPM/SQ. FT. 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. .-. - CONTROL VALVE W/ TAMPER SWITCH SPRINKLER ORIFICE SIZE: 1/2" 1.6 ALL FIRE PROTECTION WORK SHALL BE DONE IN A NEAT AND WORKMAN -LIKE MANNER. DURATION OF SUPPLY: 60-90 MIN. 8. SPRINKLER LOCATIONS SHALL BE CENTERED IN THE TILE, PROVIDE ARMOVER OR SWING JOINT AS MAXIMUM COVERAGEISPRINKLER HEAD: 130 SQ. FT. REQUIRED. 1.7 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE _;0_1 C04 - 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 1" BELOW THE BOTTOM OF THE BEAM (MAXIMUM 22" BELOW ROOF 1.8 CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES BEFORE FABRICATION OR 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 INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT - HYDRAULIC REMOTE AREA 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, 2016 EDITION 2. FLORIDA FIRE PREVENTION CODE, 7TH EDITION (2020) 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 - -KEYNOTE Q 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 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 0 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 - 2016 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: 21NCH 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 .,..:,..-.... ., x .. ,.,....-, ,...-.,.,... .,..._.. CIRCUMSTANCES. ANY PIPING RUN OV R ELE TRICAL SHALL BE REROUTED AT NO ADDITIONAL . COST. . ,2.3 FITTINGS: SCHEDULE 40 BLACK STEELPIPE SHALL BE JOINED BY COUPLINGS, GS :_ A r YLATHREADED OR WELDED FITTINGS SCHEDULE 10 BCK STEELEL PIPE SHALL B JOINED B-:: < .:;•. , .... S , :.z. :.,+.. .... a.-. >.:: :. .... :: ,. ... ,.:- , r ._. ,....,E w .,. n ,. , ..: ,. ....: ,.:- ., ROLLED GROOVE COUPLINGS O WELDED FITTINGS ONLY. WELDED BRANCH CONNECTIONSS .... ._ .___ _ 18. SPRINKLERS IN EQUIPMENT ROOMS ARE TO BE INTERMEDIATE TEMPERATURE 200 F SPRINKLER S x „ WHICH ARE AT LEASTSMALLER ICH 2 NOMINAL PIPE 1 S ZES THAN THE MAIN ARE 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 13-2016, 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. F 2.5 SPRINKLER HEAD LOCATION: INSTALL SPRINKLER HEADS IN THE CENTER OF THE CEILING TILES FOYALTHCARE ADMINISTRATION (AHCA) AS FOLLOWS: 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. F , ON ALL HEADS LESS THAN 7'-0" ABOVE FINISHED FLOOR. ARE THE COMPLETE ENGINEERING DOCUMENTS IN COMPLIANCE WITH FLORIDA j • " � ��. � � 4„�� � � m,�h ,liar;{, , r.. �"'�` ��s �`�t„- {t,;;x � r,+�' .� ADMINISTRATIVE CODE 61G15-32.003 AND-32.004. c. AREA OCCUPANCIES AND HAZARD CLASSIFICATIONS ARE LISTED IN THE DESIGN CRITERIA NOTE, 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 61 G15-32.004 (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 `v a .. a _ S OR ACLU CY GN IN NT AND OM LIAN E PREVENTION DEVICES SHALL MEET UPRIGHT DEFLECTORS FOR INSTALLATION ABOVE THE BRANCH LINE WITH BRASS FINISH B. TLC WILL REVIEW THE SHOP DRAWING F RA , DESI TE C P C r. ALL METERING AND BACK FLOW EVENTIO DE C S S L M E WITH ALL WATER - CENTRAL GB -QR OR VIKING MICROFAST .MODEL M. WITH THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE 61G15 AND NFPA 13. PURVEYORS REQUIREMENTS. SHEET DESCRIPTION ISSUED .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 FP001 GENERAL FIRE PROTECTION INFORMATION 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. FP103 NEW CONSTRUCTION PLAN - FIRE PROTECTION 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 " "FM' : TING MANUFACTURER RAAND UL ANDCAST INTO THE BODY. VALVE SHALL HAVE BRONZE O CAST ON DISC NEOPRENE DISC L NER CAST IRON HANDWHEE WITH DISC ._ _.., . -.. POSITION INDICATOR, INTEGRAL TAMPER SWITCH, 17 PSIG CWPWORKING PRESSURE,350 P" 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 OO 3/4" 1650 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 ,-, 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". 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 TLCENGINEERING SOLUTION Wopyright 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.fle-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 1 of f f f .����� _E E Joly i!�. O .M �• oENsc�.'SO'• Q.'• No 71576 0: STATE OF �� S ••....ot-leeli_A i s;orvAll REVISIONS NO. DESCRIPTION DATE 2 1 ADDENDUM No.1 07.12.21 DATE ISSUED: 12/11/2019 REVIEWED BY: AU DRAWN BY: JLL DESIGNED BY: JLL PROJECT NUMBER: 504-0253 -000 0 2019 RS&H, INC. SHEET TITLE: GENERAL FIRE PROTECTION INFORMATION SHEET ID: BLDG. ID 1 [allfli 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 R" An 1' 4 411)" Qf`Af G n All 1' 7' VA" Rf:AI F A' n 9' AN R' 1/R"..,ftAl F R' n AN R' 1 R' Ell C B n 1"I .I 1" 90* ELL 1" NIF 1" 90" BRANCH LINE 1x112 REDUCER 1" DR CEILING IF SYSTEM PRESSURE EXCEEDS 100 PSI PROVIDE HANGERS PER NFPA 13 9.2.3.4. AND 9.2.3.6.2 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", BRANCH LINE 1" 90" ELL REDUCER CEILING RETURN BEND I SWING JOINT No Scale (D — - — - — - — - — - --- — - — - — - — - — - — - — - — - — TOP BEAM CLAMP (UL LISTED OR FM APPROVED) 'ASTENER ... �., . . OR F.M. APPROVED) 131 - ----— - - - — -- - -- 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 - CONCRETEISTEEL No Scale ----------------------------- 3 4 0 FIRE PROTECTION KEYNOTES 1 EXISTING STANDPIPE WITH 2-11T 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. D 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. 8 9 10 11 L2) i I IT NEW CONSTUCTION PLAN - FIRE PROTECTION SCALE: 1/4" = T-0" KEY PLAN - LEVEL 2 SCALE: N.T.S. TRUE PROJECT NORTH NORTH R & to S�&H 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * 1826000956 5620 * LCC000210 * GB238 TLENGINEERING SOLUTIONS CCopyright 2019 255 S. Orange Avenue Suite 1600 OOA 15 Orlando, FL 32801 www.tc-enginsers.com P 407.841.9050 TLC No.:119469 THINK. LISTS • 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 CM LE E e�/0 Cz W IN STATE OF 4IJ ON. S •OR1 NA�� 10121 v) W a J U- 0 V REVISIONS z W NO. DESCRIPTION DATE CJ.� 2 ADDENDUM No.1 07.12.21 v DATE ISSUED: 12/11/2019 REVIEWED BY: AU DRAWN BY: AL DESIGNED BY: JLL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - FIRE PROTECTION SHEET ID: BLDG. ID i 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 A" Rr.Al F n R" A,• 11 1 411" Ct'AI = n R" 1' 9' Z/R" Rr-Ai F A' n 1R" R' r' 1/A" Rr`Al F A, n 9` A, AN 11R" Rr.AI F R' n A' R' 1 AN L 3 4 0 IC N. L•3 A r - �: ,,.: :.. '� , .... .-.. , v , -.a a .s. .. _, .. _ .> M .v .... `} ,. :,.. _.. 7 .. 6 ,k s , . w..,Y i.-, ,.. r ✓ ,... , ..t, n a Y >..e, ,. i .... _. s r. a v ., , , , ... ,. .... E'i )?•..-_ ..,.x `,: , h+ 'k. .. u., ..r ... „ r.. f +a .., .�v t ,..: ... ,::<+,,- t > .«.. __ _>n ., .,_. _......, v _,, _.... ,,. _., , ,.-.-'•, M w v ., „. ,,. ,-~r _:.r,.... � . su, _,... z. s ±.. vxi� --. . v€o,,,. ,.c. x . , r',''. r., . ,.,.a" . € Y , s.,,,.., f,,, as .. n;, . _ , a , .T_Y.. SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1, REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION CA - COMPRESSED AIR STANDARDS. - - - =AV— - — - ACID VENT AFF -ABOVE FINISH FLOOR 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. AW - ACID WASTE A - ACID WASTE AV - ACID VENT 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW -- — — _ -AW- - - - BELOW GROUND ACID WASTE GCB - CATCH BASIN - CARBON DIOXIDE SURVEYS, AS -BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS CB PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON CO2 CARBON DIOXIDE CD - CONDENSATE DRAIN DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS CO - CLEANOUTCA - COMPRESSED AIR C - CUBIC FEET PER HOUR DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. CD - ABOVE GROUND CONDENSATE DRAIN CONT - CONTINUATION 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH CW - DOMESTIC COLD WATER ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW - - - - -CD— - - - -BELOW GROUND CONDENSATE DRAIN DI - DEIONIZED WATER WORK. DA - DENTAL AIR DN - DOWN DI - DEIONIZED WATER DS - DOWNSPOUT 5. NOTIFY OWNER AT LEAST 72 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. DWG - DRAWING SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. DV - DENTAL VACUUM EXIST - EXISTING SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR - DOMESTIC COLD WATER °F - DEGREE FAHRENHEIT 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 FOB-- - 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 — — — -FUEL OIL VENT — — — - — — — — GPM - GALLONS PER MINUTE .� G _GAS GR -KITCHEN WASTE (GREASE} B. 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 9. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON - MA - MEDICAL COMPRESSED AIR HW - DOMESTIC HOT WATER ACCESSIBLE CEILINGS. MV� -MEDICAL VACUUM HWR - DOMESTIC HOT WATER RETICULATING IE - INVERT ELEVATION 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND NI � �" - NITROGEN IW - INDIRECT WASTE FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR N20 - NITROUS OXIDE KW - KILOWATT EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS LEIS -POUNDS FOR FINAL FINISHES. OX -OXYGEN MA - MEDICAL AIR S - ABOVE GROUND SANITARY MV - MEDICAL VACUUM 11. FLASH AND COUNTER -FLASH ROOF PENETRATIONS, SEE ARCHITECTURAL DRAWINGS MH -MANHOLE FOR DETAILS. - - - -8- - - - - -BELOW GROUND SANITARY NI - NITROGEN N20 - NITROUS OXIDE -SANITARY VENT 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= e - - - - BELOW GROUND STORM NO - NORMALLY OPEN 13. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE NP - NON -POTABLE WATER BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. STO - OVERFLOW STORM DRAIN NTS - NOT TO SCALE _ - - - --STO- - - - - BELOW GROUND OVERFLOW STORM OD - OUTSIDE DIAMETER OX -OXYGEN 14. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. SVV— - SOFT COLD WATER PRV - PRESSURE REDUCING VALVE -WATER METER PSI -POUNDS PER SQUARE INCH 15. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. -----�M — PVC - POLYVINYL CHLORIDE PIPE 16. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL PICTURES, �i--C - - HOSE BIBB OR WALL HYDRANT RD - ROOF DRAIN DEVICES, APPLIANCES AND APPARATUS. CO I - CLEAN OUT PLUG RPBP - REDUCED PRESSURE BACKFLOW PREVENTER — S - SANITARY 17. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. CO I1— - WALL CLEANOUT SF - SQUARE FEET SH -SHEET CO ( - WALL CLEANOUT ST - STORM 18. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE, UNLESS OTHERWISE NOTED. CO STO - OVERFLOW STORM DRAIN 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL - FLOOR CLEAN OUT SW - SOFT COLD WATER V -VENT CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. FD ECFD CC - FLOOR DRAIN VC -VACUUM CLEANING (1 - D VTR -VENT THRU ROOF 20. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET ROOF O O RAIN 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, OR - SHUT-OFF VALVE IN VALVE BOX ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL A PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE- - SHUTOFF _� rft:a4 S O F VALVE ,��,s , � y; ���a�»���� ROUTED AT NO ADDITIONAL COST. �5; ` �'� Ai". �„>` h' ...,✓: p� �' i; ,4 a3 ti 111-'-�1 ---�d1--BALL VALVE 22, AL WALL MOUNTED LAVATORIES SHLL BEATTACH D TO MOUNTED CARRIER '--v r— -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 --D'14— - 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. jo ,`-g "` a, RELIEF OR SAFETY VALVE- 24. PROVIDE CERTIFIED COPY OF MEDICAL GAS TEST REPORT AT FINAL A.H.C.A. � CTIO . INSPE N � �k, S COCK _ .. 4 GAS PRE U SSRE REGULATOR,:: .s� - SS.. „..,a>,.,w,.e.,_..pa>,.. .,vw„r �. , , „ . <.>,. _ .. _� �_ #�> w r , n, w a �,a _ .r' ,. . , .r.. _ . _ x r �.. ,ti , . . I-C - SHUTOFF VALVE ON RISER SHEET DESCRIPTION ISSUED FLORIDA BUILDING CODE 7TH EDITION - 2020 - GAS COCK ON RISER P001 GENERAL PLUMBING INFORMATION Yes FLORIDA PLUMBING CODE 7TH EDITION - 2020 - CONNECTION, TOP NFPA #99, HEALTHCARE FACILITIES CODE - 2018 P100 DEMOLITION PLAN PLUMBING Yes EDITION. P101 DEMOLITION PLAN - MEDICAL GAS Yes - CONNECTION, BOTTOM GUIDELINES FOR DESIGN AND CONSTRUCTION. Y P102 NEW CONSTRUCTION PLAN -GRAVITY Yes G - ELBOW, TURNED DOWN FLORIDA HEALTHCARE FACILITIES - 2018 EDITION. P103 DEDUCT ALTERNATE PLAN - GRAVITY Yes - ELBOW, TURNED UP • ALL LOCAL CODES LATEST EDITION. P104 NEW CONSTRUCTION PLAN - PRESSURE Yes P105 DEDUCT ALTERNATE PLAN - PRESSURE Yes - TEE, TURNED UP P106 NEW CONSTRUCTION PLAN - MEDICAL GAS Yes - TEE, TURNED DOWN P107 DEDUCT ALTERNATE PLAN - MEDICAL GAS Yes C -CAP P201 PLUMBING DETAILS Yes P202 PLUMBING DETAILS Yes - DIRECTION OF FLOW P301 PLUMBING RISER DIAGRAMS Yes AP-XX -ALARM PANEL R4 MAP-XX - MASTER ALARM PANEL (I I� MGO-XX - MEDICAL GAS OUTLET CXXI}(l)UU MGV-XX - MEDICAL GAS VALVE BOX e---•- - CONNECT TO EXISTING —.► - 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 S-1 1 SINK SINGLE COMPARTMENT SELF RIMMING SINK CONSTRUCTED OF TYPE 30218-8 STAINLESS STEEL, 22" X 19" X7-1/2' 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. 318 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 17 GAUGE 1-1/2 X 1-1/2 P-TRAP WITH CLEANOUT. BASIS OF DESIGN SINK - ELKAY LR-2219/LK-99 FAUCET - CHICAGO-786-E29VP SUPPLIES- MCGUIRE - H17OLK TRAP - MCGUIRE - 8912 ICI 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" X4" 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 -14454 PLUG - ZURN - Z-1440 1 SS-1 I 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 SHQWERHEAD TYPE PATTERN WITHOUT AERATING THE WATER 3/8 INCH LRS. 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) STRAINERITRAP - MCGUIRE-155N8902 SUPPLY - MCGUIRE - H170LK CARRIER - ZURN ZR-1224-75-1 ALARM PANE & MASTER ALARM PANEL P-1 L IA I I t�IP-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 ROUGHNN 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 GASNACUUM MONITORED TO HAVE A LCD (LIQUID CRYSTAL DISPLAY) TO CONTINUOUSLY INDICATE PRESSURE FROM EACH PRESSURENACUUM 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 NOWCANCELABLE RED LED WARNING SIGNAL FOR EACH SYSTEM SHOULD THE LINE PRESSURE VARY 20% +/- FROM NORMAL. IF AN ABNORMAL LINE PRESSURE CONDITION 1S 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 NOINC DRY CONTACTS FOR EACH ABNORMAL SIGNAL TO ENABLE WARNING SIGNALS TO BE MONITORED AT REMOTE LOCATIONS. CONTACTS SHALL BE RATED AT 250 MA G 24 VOLTS AC OR DC. CONNECTIONS SHALL BE MADE BY A PLUG-IN TERMINAL BLOCK TO THE CIRCUIT BOARD. BASIS OF DESIGN 2 AMIGO (MATCH EXISTING) FS-1-I 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 I SA-1 I SHOCK ARRESTER PISTON OPERATED, TYPE "IC" 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 TP-�-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 1/2-INCH MALE NPT, OUTLET SHALL BE 112-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-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 SMALL BE SUPPLIED FOR INSTALLATION DOWNSTREAM OF THE SHUT-OFF VALVE. PRESSURENACUUM GAUGE(S) TO BE PROVIDED FOR EACH GAS: 0, A, & N20 ((-100 PSIG FOR 0, A & N20), N (0-300 PSIG FOR N) AND VAC (0-30 INCHES HG) SEE PLAN FOR VALVE SIZES REQUIRED. A BASIS OF DESIGN AMIGO (MATCH EXISTING) 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 ASSENT LY SHALL CONSI T OF A DIE-CAST BACK PLATE WITH MOUNTING FLANGE B S S ALL RA RAISED 'LA TER STRIKE AND - REMOVABLE ITIV PIN -KEYING ON FOUR SIDES, IS S ANONPOSIT E G ARRANGEMENT FOR EACH SPECIFIC GAS SERVICE. IDENTIFICATION OF EACH GAS SERVICE SHALL BE PERMANENTLY CAST INTO THE BACK PLATE AND CAN BE READ THROUGH ATRANSPARENT 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 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 2 AMIGO (MATCH EXISTING) OXYGEN VACUUM VACUUM SLIDE NITROUS OXIDE NITROGEN 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�JLCI ENGINEERING 50LUT10N MpyrigM 2019 255 S. Orange Avenue Suite 1600 15 Orlando, FL 32801 Cwww,#Ic engineOA OA 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 :',4,�.•° • tiff SF• '• No 71576 : O STATE OF .4I/� Off.• �•.�40 RO W13121 REVISIONS NO. DESCRIPTION _ N DATE_ 2 ADDENDUM No. 1 1 07,12.21 DATE ISSUED: 12/11/2019 REVIEWED BY: XX DRAWN BY: XX DESIGNED BY: XX PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: GENERAL PLUMBING INFORMATION SHEET ID: BLDG. ID 'll 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 'A" Ar.Al F n 1 1l'N' crei C: n R" 1' 'i' /R" CrAI F' n 1R" 3' A' 1/A" ArAl F AN n 9' a' At VA" GrAI F R' n 1 A, 47 tV N V7 to �CF t3 tD O ti tV Tf r-: z i t lu t I t i l 1 4 I 5 t IL c B 1' A I ' CV M N Copyright 02019. This dravAng is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 2 A" -QI 'Ai r- n .111 All 1' DEMOLITION PLAN MEDICAL GAS SCALE: 1 /4" =1=0" 41q'v Qr`A1 n R" 1' 7' 4/R"lQrAIF '3' n 4 a" 'A' r,, 11A" SCAT F A' n ?' A' A# KEY PLAN - LEVEL 2 (D 0 SCALE N.T.S. TRUE PROJECT NORTH NORTH 1rR" SCAT F A' n Al At 1 R' R4MF&H 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 * LCCOD0210 * GB238 J"TL ENGINEERING C 1 S 0 L U T 1 0 N S c,Mdglt 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 wmile-enginesrs.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 olk,1111111# � e %+� '! C t.. C 'A No 71576 o �* STATE OF a' � I1IA1. t1 t1J11111t f 3121 REVISIONS NO. DESCRIPTION DATE 2 ADDENDUM No. 1 07.12.21 DATE ISSUED: 12/11019 REVIEWED BY: XX DRAWN BY: XX DESIGNED BY: Xx PROJECT NUMBER: 5040253-000 0 2019 RS&H, NC.. SHEET TITLE: DEMOLITION PLAN - MEDICAL GAS SHEET 1D: BLDG. ID P101 PROJECT STATUS: CONSTRUCTION DOCUMENTS E c B ' A N 0 M M 7t s N s 10 11 12 NEW CONSTUCTION PLAN - GRAVITY SCALE: 1/4" =1'-0" Copyright 0 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the R" Ct'AI F n KEY PLAN - LEVEL 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 3" F" 1' 4 IM" Qf%A1 � n R" 1' ?' 4/R" Cf'AI F �` n 1R" ' R' 1!d" CRAI F d' (t 9' d' R' 11t" G('.AI F R' fl d' R" 1 R' 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 ENGINEERING ,�JTLC SOLUTION WPNtM 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.tic-enginsers.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 ti,u 11111111 �E'E JOy ire No 71576 O: STATE OF .:�44/ wl3�zi REVISIONS NO. DESCRIPTION DATE 2 ADDENDUM No.1 07.12.21 DATE ISSUED: 12111/2019 REVIEWED BY: XX DRAWN BY: XX DESIGNED BY: XX PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - GRAVITY SHEET ID: BLDG. ID P1 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS 4 5 B A a M co N 10 EQUIP UIENT` W DEDUCT ALTERNATIVE I NEW CONSTUCTION PLAN - G SCALE: 1 /4" =1'-0" RAVITY ALTERNATIVE Q DEDUCT ALTERNATE INCLUDES: 1.) BUILT OUT OF O.R. 8; PROVIDING PLUMBING SERVICES GRAVITY, PRESSURE MEDICAL GAS TO EQUIPMENT SERVING O.R. 8. 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407.893-5800 Fax 407-264-6624 www.rsandh.com FL W. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLCI ENGINEERING ES0LUT10N @Copyeglt 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.le-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>f urrrir� ♦��� %-EE JQ �fI> No 71576 M _ -- STATE OF .� QJ: KEY PLAN - LEVEL 2 a 0 SCALE N.T.S. TRUE PROJECT NORTH NORTH REVISIONS DATE ISSUED: 12/11/2019 REVIEWED BY. m DRAWN BY: XX DESIGNED BY: X( PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: DEDUCT ALTERNATE PLAN - GRAVITY SHEET ID: BLDG. ID P1 03 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 02019. This drawing is an instrument ofservice and property of RS&H, Inc. Any use or reproduction without the n" cr1A1 G n 1 R" I' 1 111)" cr Al c n R" 1' Vil 11sr, Cr..AI F a' n IA" Q' R' 1 /A" Gr A I F A' n 7' A' R' 1 /R" q r.AI F R' n A' R' is, 0 5 i n R B A r ; : - y� 1 v : J : r ; < ,r , J 1 <• F , r r r t , r , / / C O#3 ID , . B , : , r , : '�•� : SIC t_ , _ : -' , p r i , • : _ �-f S` I ) �Z- r Z l _ , r J 1 f r • I ! ; J ' r fi ♦ r :�t� ' ,- J l= r / , r x / 1 ' l / i r r ! + , , i r '' r I Y i/ ;, , I f e eY , i i SCALE: 1/4" =1'-0" DEDUCT ALTERNATE INCLUDES: 1.) BUILT OUT OF O.R. 8; PROVIDING PLUMBING SERVICES GRAVITY, PRESSURE MEDICAL GAS TO EQUIPMENT SERVING O.R. 8. N 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 Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 JL ENGINEERING iS0LUTI4N- @Copydgtt 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 ywyle-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 971576 *y►'►� 01111 �—EE� `�a 'r+i No 71576 STATE OF : w: 0 fl zr/3h� REVISIONS NO, DESCRIPTION DATE 2 2.21 ADDENDUM No. 1 07. E 1 DATE ISSUED: 12(11/2019 REVIEWED BY: XX DRAWN BY: XX DESIGNED BY: XX PROJECT NUMBER: 5040253-000 0 2019 RS&H, INC. SHEET TITLE: DEDUCT ALTERNATE PLAN - PRESSURE SHEET ID: BLDG. ID P105 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 ,all C(`AI I` n '41, All 1' I IM" Qr%AI C n All 1' `i' WAR crei 1= 'i' 51 I A" R' a' 11d" Rr..AI F A' n 9' A' A' 1/A" grAl F A' n A' A' in, V7 N N CD O O O M N W m Z �f W M C) i u u V7 N N tT 0 0 0 O r tM N ce- W m F. P. u 2 a m N CM N O N ip$ as L [3 R &H TRAP PRIMER VALVE (MAXIMUM OF 8 DRAINS) PRECISION PLUMBING PRODUCTS. TYPICAL ALL -THREAD 301 E. Pine Street, Suite 350 DISTRIBUTION UNIT REQUIRED WHEN CONTINUOUS, ONE PIECE HANGER ROD. COUPLING TYPICAL PIPING INSULATION. . OF RODS IS NOT PERMITTED DO NOT CRUSH Orlando, Florida 32801 407-893 5800 Fax 407-2646624 www.rsandh.com USED FOR MORE THAN ONE FLOOR DRAIN FL Cert, Nos. AAC001886 * IB26000956 1 /2" TYPE "K" SOFT SEAMLESS COPPER 5620 * LCC000210 * GB238 WITH NO JOINTS BELOW FLOOR SLAB. TYPICAL STRUT MOUNTED SLOPE AT W PER FOOT MINIMUM TO FLOOR DRAIN CONNECTION. PIPE STRAP TYPICAL GALVANIZED SHEET METAL SADDLE. Z�I ENGINEERING `4 i S O L U T I O N FINISHED FLOOR REFER TO SPECIFICATIONS ---,-,,,' C�Copytight 2019 TYPICAL 12 GAUGE CHANNEL STRUT WITH PIPE HANGE (SEE SPECS.) 255 S. Orange Avenue suite lsoo COA 15 Orlando, FL 32801 wm. is-engineers.cam P 407.841.9050 c- _ SLOTS' TLC No.:119469 THINK. LISTEN. CREATE. FLOOR DRAIN GALVANIZED SHEETMETAL P-TRAP 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 - for 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/STRAINER7 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 TRAPEZE HANGER 3 INSULATED PIPE HANGER No Scale No Scale DRAIN TEMPERING VALVE #DTV-R TEMPERED DRAIN TO S �t�S Aaron Lee Johnson, P.E. INDIRECT CONNECTION AT FLOOR DRAIN (FD-1) �Qy� \pNmeat Florida License #71576 F ti QQp LE E a J{)is E luSe•.,sp+��� G\�'G\\1G\JpQ�\Q�'��`G p�� �p �pG ®�`'Q;.•\,''C No 71576 Q�p�,OGl P�� F QEp NCO\Gp0'�p��� ='a BASIS OF QESIGN; GPS� P�G�c\�\� �p�1 �l55� 'i�p �O � ;.+ STATE OF tv: :1DQ Al 1. .®� .• TEMPERING VALVE - THERM -OMEGA -TECH, INC. MODEL DTV-R,140'F St�� off. pQ.\� c�\"I gip.,: $ o `moo; �'�c+'''0 R •�• r1 N A' BACKFLOW PREVENTERISTRAINER -WATTS MODEL CU909QT (]" MAYBEj3' INSTALLED VERTICALLY) jo 411-1 O GPS DRAIN TEMPERING VALVE 5 REVISIONS No Scale MF�gcUU�9 �Qs� G ty\'t`� Ssp�p \' � Q S S� DRIP PAN OVER OPERATING ROOM DETAIL NO. DESCRIPTION DATE Gp��G\��Q� N d DRAIN OR WATER PIPE PP.) O Q �\\O p W10Se� G �� C'9R�g®o OcfiN S�Q \.pGP(�\C\ �G,O F CEILING �pGP t�� �0��p 4 ©G� VENT LINE 1" DRAIN PIPE FROM DRAIN PIPE TO L'EBERT LIQUI-TECH MOISTURE SENSOR EXTEND 1" BELOW CEILING. DRIPPING FROM THIS PIPEQ.S INDICATES PAN IS TO BE VISUALLY 10 DRAIN PAN SEE P1.031 & P1,041 \G� �t\�p�\ C' Qpy`1 CHECKED FAUCET (SEE PLANS FOR TYPE) WALL .�p�1��G�c�G�\0 Gp ';�`Gp�S� �cF DATE ISSUED: 12M 1/2019 SURGEONS SINK (SEE (� \J RE\IIEWED BY: XX PLANS FOR TYPE) �o � PS�O�A Fp�SP�o PLG S�v Gpv DRAWN BY: XX DESIGNED BY: XX PROJECT NUMBER: oil t¢p~p rC S 504-0255-000 0 2019 RS&H, INC. SHEET TITLE: oR ,� �Pyo\k GHQ Q\spa. Gp\a ��5� SOIL STACK PLUMBING DETAILS FLOOR SLAB\ \P41 p Cj`vv P SHEET ID: BLDG. ID •'�, , .' " • ...e a r, 4+ a r• •¢ �, a '• 'S" a d, a SANITARY e, P202 PROJECT STATUS: CONSTRUCTION DRIP PAN OVER OPERATING ROOM DETAIL 6 OPERATING ROOM/ANESTHETIZING - MEDICAL Gr%j ZONE VALVE/ALARM PANEL 2 No Scale No Scale DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the " cr.At F n I R°° 1° 1 1PP er`AI G n An 1° 9° q/R" Cr:AI F 141 n 1R" 'I° At 1/A" Gr':AI F & n 7° A° A. 1 /A" W'.AI F R' n A- St' 1 A, 1 L a 4 111 C A Eil 0) N -- D i l l l l l l l l -CEILING DIFFUSER, ROUND NECK (CEILING DIFFUSERS ARE 4-WAY THROW UNO) ( O) -ROUND DIFFUSER Z -CEILING RETURN ® -CEILING EXHAUST -CEILING DIFFUSER, RECTANGULAR OR SQUARE NECK (CEILING DIFFUSERS ARE 4-WAY THROW UNO) _ -SUPPLY REGISTER OR GRILLE (VERTICAL MOUNT, SIDEWALL) -RETURN/EXHAUST REGISTER OR GRILLE (VERTICAL MOUNT, SIDEWALL) l ' � -REVISION REFERENCE -DETAIL REFERENCE: TOP -DETAIL#, M-1 BOTTOM -DRAWING# SHOWN ON ®-THERMOSTATfrEMPERATURE SENSOR ®-HUMIDISTAT/HUMIDITY SENSOR -DUCT SMOKE DETECTOR -CONNECT TO EXISTING Q —► -DEMOLISH TO POINT INDICATED �— -MOTORIZED CONTROL DAMPER �- -TEMPERATURE SENSOR P� -- -PRESSURE SENSOR ® -- -BACKDRAFT DAMPER A -NEUTRAL RELATIVE PRESSURE 0+ -POSITIVE RELATIVE PRESSURE Q -NEGATIVE RELATIVE PRESSURE -SHEET NOTE CALLOUT 0—�- -SHEET NOTE CALLOUT G' _ -SHEET NOTE CALLOUT -CEILING MOUNTED ACCESS DOOR -SQUARE THROAT ELBOW W/TURNING VANES -RADIUS ELBOW -RECTANGULAR/ROUND BRANCH TAKE -OFF OR ROUNWROUND BRANCH TAKE -OFF -EXHAUST DUCT UP THROUGH SLAB W/ FAN ON ROOF ABOVE -EXHAUST FAN ON ROOF W/ DUCT DOWN THROUGH ROOF CWS -+ --�— -CONDENSER WATER SUPPLY CWR -CONDENSER WATER RETURN CHWS -CHILLED WATER SUPPLY CHWR -CHILLED WATER RETURN -CD -CONDENSATE -C -CONDENSATE RETURN - PC -PUMPED CONDENSATE HWR -HOT WATER RETURN HWS -HOT WATER SUPPLY HIPS -HIGH PRESSURE STEAM SUPPLY MPS -MEDIUM PRESSURE STEAM SUPPLY LPS -LOW PRESSURE STEAM SUPPLY HPR -HIGH PRESSURE STEAM RETURN MPR -MEDIUM PRESSURE STEAM RETURN LPR -LOW PRESSURE STEAM RETURN -REFRIGERANT LIQUID IRS -REFRIGERANT SUCTION -TEE, OUTLET DOWN -TEE, OUTLET UP -+ D 45° PIPE RISE (R) / DROP (D) -PIPE ANCHORS -CONCENTRIC REDUCER -ECCENTRIC REDUCER HVAC SYMBOL LEGEND -FIRE DAMPER (WITH ACCESS PANEL) -FIRE & SMOKE DAMPER (WITH ACCESS PANEL) -EXISTING FIRE DAMPER TO REMAIN -EXISTING FIRE & SMOKE DAMPER TO REMAIN SA-1 -SOUND ATTENUATOR -MOTOR OPERATED CONTROL DAMPER (MOD) M F -AIR FLOW MEASURING STATION -MANUAL BALANCING DAMPER -DOOR GRILLE -UNDERCUT DOOR -ACCESS DOORS, VERTICAL OR HORIZONTAL ® -STAINLESS STEEL DUCTWORK III -FLEXIBLE CONNECTION 12x8 -a -FLAT OVAL DUCT 24x12 -NEW DUCTWORK, FIRST DIMENSION IS SIDE SHOWN r- 24x12 -EXISTING DUCTWORK TO REMAIN 2412 -EXISTING DUCTWORK TO BE REMOVED 24112 -DUCT ELBOW, POSITIVE PRESSURE (SUPPLY), FIRST DOWN UP W/IN FLOOR DIMENSION INDICATES SIDE TO WHICH ARROW IS POINTING -DUCT ELBOW, EXHAUST /I -DUCT ELBOW, NEGATIVE PRESSURE, RETURN -DUCT ELBOW UP THROUGH ROOF OR SLAB ABOVE e-RECTANGULAR DUCT SECTION UP, POSITIVE PRESSURE, SUPPLY OR OUTSIDE AIR ❑ -RECTANGULAR DUCT SECTION UP, NEGATIVE PRESSURE, RETURN -RECTANGULAR DUCT SECTION UP, EXHAUST a-ROUND DUCT SECTION UP O-FLAT OVAL DUCT SECTION UP HVAC PIPING SYMBOL LEGEND SYMBOL DESCRIPTION -FLOW DIRECTION -GATE VALVE -BALL VALVE -CALIBRATING BALANCING VALVE -BUTTERFLY VALVE -GAS COCK -UNION -STRAINER -CONTROL VALVE -SOLENOID VALVE -PSI REG. -CHECK VALVE -FLOW SWITCH -SLOPE DIRECTION (DOWN) -FLEX CONNECTION -O.S.&Y. GATE VALVE -STEAM TRAP -THREE-WAY CONTROL VALVE -THERMOMETER NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT -TERMINAL UNIT, VARIABLE/CONSTANT AIR VOLUME WITH ELECTRIC HEAT -TERMINAL UNIT VARIABLEICONSTANT AIR VOLUME WITH ELECTRIC HEAT -TERMINAL UNIT, VARIABLE(CONSTANT AIR VOLUME, FAN POWERED =I I I -TERMINAL UNIT, VARIABLE/CONSTANT AIR VOLUME, FAN POWERED, WITH ELECTRIC HEAT -ELECTRIC DUCT HEATER (W/ PANEL CLEARANCE) -HYDRONIC REHEAT COIL ❑I -INLINE CENTRIFUGAL FAN ® -PACKAGED TERMINAL AIR CONDITIONER (PTAC) UP DN -CHANGE OF ELEVATION IIIIIIIIIIIIIIIIIIIIIII -FLEXIBLE DUCT -TRANSITION, CONCENTRIC -TRANSITION, ECCENTRIC 10x8 8f� —4 -TRANSITION, SQUARE TO ROUND -SQUARE THROAT TEE 12x8 -RADIUS TEE -RECTANGLE-TO-ROUND TAKE -OFF -STANDARD BRANCH TAKE -OFF -SPIN-IN TAKE -OFF P-TRAP -TWO-WAY CHECK VALVE MV -MANUALVENT -PRESSURE GAUGE -RELIEF VALVE FM -FLOW METER M -WATER METER -INLINE PUMP c -INLINE PUMP r % -VALVE ON RISER E -CAP -CONNECTION, BOTTOM -CONNECTION, TOP -COUPLING — -ELBOW, 90° -ELBOW, 45° -ELBOW, TURNED DOWN o -ELBOW, TURNED UP HVAC ABBREVIATIONS �W3.11 AFD -ADJUSTABLE FREQUENCY DRIVE AFF -ABOVE FINISHED FLOOR AFR -ABOVE FINISHED ROOF AHU -AIR HANDLING UNIT AP -ACCESS PANEL BOP -BOTTOM OF PIPE BHP -BRAKE HORSEPOWER BTU -BRITISH THERMAL UNIT h -CENTER LINE S -CFM (CUBIC FEET PER MINUTE) CD -CEILING DIFFUSER CT -COOLING TOWER CV -CONSTANT AIR VOLUME 'AP -CHANGE IN PRESSURE ff -CHANGE IN TEMPERATURE CFM -CUBIC FEET PER MINUTE CU -CONDENSING UNIT DDC -DIRECT DIGITAL CONTROLS DN -DOWN EAT -ENTERING AIR TEMPERATURE ESP -EXTERNAL STATIC PRESSURE EWT -ENTERING WATER TEMPERATURE FCU -FAN COIL UNIT FD -FIRE DAMPER FF -FINAL FILTERS FLA -FULL LOAD AMPS FPM -FEET PER MINUTE GPM -GALLONS PER MINUTE KW -KILOWATT LAT -LEAVING AIR TEMPERATURE LWT -LEAVING WATER TEMPERATURE LD -LINEAR DIFFUSER MBH -THOUSAND BTUs PER HOUR MCA -MINIMUM CIRCUIT AMPS MOCP -MAXIMUM OVER CURRENT PROTECTION MOD -MOTOR OPERATED CONTROL DAMPER (MOD) NC -NORMALLY CLOSED NO -NORMALLY OPEN NTS -NOT TO SCALE OA -OUTSIDE AIR OAL -OUTSIDE AIR LOUVER PRV -PRESSURE REDUCING VALVE PRS -PRESSURE REDUCING STATION PSI -POUNDS PER SQUARE INCH PSIG -PSI GAUGE PTAC -PACKAGED TERMINAL AIR CONDITIONER PVC -POLYVINYL CHLORIDE PIPE RA -RETURN AIR RHC -REHEAT COIL RHP -ROOFTOP HEAT PUMP RPM -REVOLUTIONS PER MINUTE RS/L -REFRIGERANT SUCTION & LIQUID LINES RTU -ROOFTOP AIR HANDLING UNIT SA -SUPPLY AIR SP -STATIC PRESSURE TSP -TOTAL STATIC PRESSURE UNO -UNLESS NOTED OTHERWISE V/PH -VOLTS/PHASE VAV -VARIABLE AIR VOLUME VFD -VARIABLE FREQUENCY DRIVE AHCAAPLICABLE CODES FLORIDA BUILDING CODE - MECHANICAL 2017 EDITION FLORIDA BUILDING CODE - PLUMBING 2017 EDITION FLORIDA BUILDING CODE - CHAPTER 13 FLORIDA ENERGY EFFICIENCY 2017 EDITION ASHRAE 90.1- 2017 EDITION ASHRAE 170 - 2013 EDITION FGI GUIDELINES - 2014 EDITION NFPA -1, UNIFORM FIRE CODE, 2015 EDITION NFPA -13, STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION NFPA - 25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FP SYSTEMS, 2014 EDITION NFPA - 70, NATIONAL ELECTRICAL CODE, 2014 EDITION NFPA - 72, NATIONAL FIRE ALARM CODE, 2013 EDITION NFPA - 90A, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS, 2015 EDITION NFPA - 90B, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS, 2015 EDITION NFPA - 99, STANDARD FOR HEALTH CARE FACILITIES, 2015 EDITION NFPA -101, FLORIDA SPECIFIC EDITION LIFE SAFETY CODE, 2015 EDITION RULE CHAPTER 69A-60 FAC, FLORIDA FIRE PREVENTION CODE, 2017 EDITION SMACNA, HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE DUCT HVAC EQUIPMENT TAGS TAG A 200 -AIR DISTRIBUTION DEVICE CFM AHU NUMBER AHU-1 -AIR HANDLING UNIT AHU NUMBERj—COILNUMBER -REHEAT COIL RHC-1-1 VARIABLE/CONSTANT AIR VOLUME TERMINAL UNITS TERMINAL UNIT TYPE AHU NUMBER VTU - VARIABLE TERMINAL UNIT CTU -CONSTANT TERMINAL UNIT TERMINAL NUMBER PTU - PARALLEL TERMINAL UNIT STU - SERIES TERMINAL UNIT VTU-1-1 HVAC GENERAL NOTES 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 2. DIMENSIONS SHALL BE FIELD -VERIFIED AND COORDINATED PRIOR TO PROCUREMENT OR FABRICATION. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING OR DUCTWORK (INCLUDING DIVIDED DUCTWORK) NEEDED DUE TO OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT NO ADDITIONAL COST, FOR PROJECTS INVOLVING RENOVATION, COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. 3. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARD. 4. SEE SPECIFICATIONS FOR GAUGES, THICKNESS, BRACING, REQUIREMENTS, ETC., OF DUCTWORK. 5. PROVIDE AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS. 6. DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT FURNISHED. 7. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 8. LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND HUMIDITY SENSORS AT 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE, AND DOOR SWINGS. 9. ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION. 10. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 11. DAMPERS AND INSIDES OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS AND DIFFUSERS SHALL BE PAINTED FLAT BLACK. 12. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. 13. TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. 14. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANCING OR MAINTENANCE OF ALL MECHANICAL EQUIPMENT. 15. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 16. PROVIDE CONCRETE HOUSEKEEPING PAD UNDER ALL FLOOR -MOUNTED EQUIPMENT, REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. 17. VERIFY FINISH WITH ARCHITECT PRIOR TO PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES. 18. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTWORK CONNECTING TO EACH FAN, AIR HANDLING UNITS, AND FAN COIL UNITS. 19. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE CONNECTED. 20. INTERRUPTIONS TO EXISTING SERVICES SHALL BE SCHEDULED FOR TIMES OTHER THAN NORMAL OPERATING HOURS (SUCH AS NIGHTS AND WEEKENDS). SUCH INTERRUPTIONS TO SERVICES SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE AND PROPER COORDINATION WITH OTHER TRADES. PRE -WORK SHALL BE PERFORMED TO MAKE THE SHUTDOWN PERIOD AS BRIEF AS POSSIBLE. 21. ALL EQUIPMENT, DUCTWORK, ETC., TO BE REMOVED SHALL REMAIN PROPERTY OF THE OWNER OR DISPOSED OF LEGALLY, AS DIRECTED BY OWNER. 22, MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK, PIPING, EQUIPMENT, ETC., AND ALL FIRE RATED AND FIREISMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. 23. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 26 CLEAR FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE LOCATIONS. 24. DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE DIFFUSER NECK. 25. WATER PRESSURE DROPS THROUGH COIL CONTROL VALVES SHALL NOT EXCEED 5 PSI. 26. UNLESS OTHERWISE NOTED, ALL EQUIPMENT AND VALVE DRAINS SHALL BE INDEPENDENTLY PIPED FULL SIZE TO THE NEAREST PLUMBING DRAIN. 27. SLEEVE AND SEAL ALL PIPING PENETRATIONS THROUGH BUILDING PARTITIONS. PROVIDE MANUAL AIR VENTS AT ALL HIGH POINTS IN CHILLED WATER AND HOT WATER PIPING. 28. PIPING, DUCTWORK, LEAK PROTECTION APPARATUS, OR OTHER EQUIPMENT FOREIGN TO ELECTRICAL SWITCHBOARDS, PANELBOARDS, DISTRIBUTION BOARDS, OR MOTOR CONTROL CENTERS SHALL NOT BE INSTALLED WITHIN THE REQUIRED SPACE FOR WORKING CLEARANCES OR DEDICATED SPACES OF THE ELECTRICAL EQUIPMENT, EXTENDING IN FRONT OF AND FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEG110,26. CITY OF ZEPHYRHILS APPLICABLE CODE FLORIDA BUILDING CODE - MECHANICAL 2020 EDITION FLORIDA BUILDING CODE - PLUMBING 2020 EDITION FLORIDA BUILDING CODE - CHAPTER 13 FLORIDA ENERGY EFFICIENCY 2020 EDITION ASHRAE 90.1-2019 NFPA-1, UNIFORM FIRE CODE, 2021 EDITION NFPA 13, STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION NFPA-25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FP SYSTEMS, 2017 EDITON NFPA-70, NATIONAL ELECTRICAL CODE, 2017 EDITION NFPA-72, NATIONAL FIRE ALARM CODE, 2016 EDITION NFPA-90A, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS, 2018 EDITION NFPA-906, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS, 2018 EDITION NFPA-99, STANDARD FOR HEALTH CARE FACILITIES, 2018 EDITION NFPA-101, FLORIDA SPECIFIC EDITION LIFE SAFETY CODE, 2018 EDITION RULE CHAPTER 69A-60 FAC, FLORIDA FIRE PREVENTION CODE, 2020 EDITION SMACNA, HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE DUCT ASHRAE 170-2017 DUCT PRESSURE CLASS & LEAK TESTING PROCEDURES MECHANICAL DRAWING INDEX SHEET DESCRIPTION M001 GENERAL INFORMATION - HVAC 1. STATIC -PRESSURE CLASSES: A. SUPPLY DUCTS (UPSTREAM FROM AIR TERMINAL UNITS): 4 INCH WG. B. SUPPLY DUCTS (DOWNSTREAM FROM AIR TERMINAL UNITS):1 INCH WG. C. RETURN DUCTS (NEGATIVE PRESSURE): 3 INCH WG. D. EXHAUST DUCTS (NEGATIVE PRESSURE): 2 INCH WG. 2. LEAKAGE CLASS: DUCT LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL AND IN ACCORDANCE WITH THE APPLICABLE ENERGY CODE. IN ADDITION TO REQUIREMENTS FROM THE ENERGY CODE,100%o OF DUCTWORK MAINS SERVING CRITICAL SPACES INCLUDING PHARMACIES AND OPERATING ROOMS SHALL BE TESTED. SUBMIT TESTING DATA TO ENGINEER FOR REVIEW/APPROVAL. A. ROUND SUPPLY AIR DUCT: 3 CFW100 SQ. FT. AT 4 INCH WG. B. FLAT -OVAL SUPPLY AIR DUCT: 3 CFW100 SQ. FT. AT 4 INCH WG. C. RECTANGULAR SUPPLY AIR DUCT: 6 CFM/100 SQ. FT. AT 3 INCH WG. D. FLEXIBLE SUPPLY AIR DUCT: 6 CFM/100 SQ. FT. AT 1 INCH WG. M102 DEMOLITION PLAN - HVAC M103 NEW CONSTRUCTION PLAN - HVAC M104 DEDUCT ALTERNATE PLAN - HVAC M115 NEW CONSTRUCTION PENTHOUSE PLAN - HVAC ALT. M203 NEW CONSTRUCTION PLAN - PIPING M204 DEDUCT ALTERNATE PLAN - PIPING M301 SCHEDULES - HVAC M302 DEDUCT ALTERNATE SCHEDULES - HVAC M401 DETAILS - HVAC M402 DETAILS -HVAC M403 DETAILS - HVAC M501 DEDUCT ALTERNATE CONTROLS - HVAC ISSUED Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes R C C* ftp&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 * LCC060210 * GB238 nZLCENGINEERING S 0 L U T 1 0 N!� ®Copyright 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 v wr.tic-enginsers.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 'JO No 71576 i i r STATE OF 44/ 0R�OWN P. �/0NA 1 REVISIONS NO. DESCRIPTION DATE_ 2 ADDENDUM No.1 07.12.21 DATE ISSUED: 12/11/2019 REVIEWED BY: AU DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 50"253-000 © 2019 RS&H, INC. SHEET TITLE: GENERAL INFORMATION - HVAC SHEET ID: BLDG. ID M001 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 'A" C .AI F n 4" R° 1, 1 417" Cr`AI C n All 1' 9, 3/A" CrAI IF 4' n 1f2" 't' Al 1/d" Gr..AI F As n 9, A' A, 1/A" Sr:AI F A' n A' A' 1 A, 4 C n 81 0 0 ;1 A I A DEDUCT ALTERNATIVE- /�T77 _ T _! EXISTING SIDEWALK / CONTRACTOR • / ACCESS LE I I I i 11 ® ! ! ! I 1 1 / UP • IIIAREA OF WORK • 1 1 I \ 2 i • 8 : II \\ P , • 977 ° 1 �[ 1 I 4 1 1 L 4 I I / 14x14 • I 20x14 i STORAGE � I =4==7 E T T' S ORAGE 1 1 1 • 5 / �� • I II � � • ii � i / i� � / I I I • f i i i i i i NI I i 1 11 I -- - - - - — - -——_ _---------_ _- - --- ----_ --- 1---- -- __ ---- —_ �--- �; IF --® ,� _ _ EXISTING DIFFUSER TO -� - — - - -- 1 - - / REMAIN. PROVIDE NEW DUCTWORK CONNECTION AS • / II r-"i"�"� II �` i f SHOWN IN FLOOR PLAN. I II III I i i IN 2 4 �7� II 1 I i / i f • ► t / 6 / 6 f j /� % / ; % / / ' i f f1 // / 4 / �r `/' / / �1Sx16i// j f f/ - f 6o -- -z z- -20x12 �,Z��I-/-� r -� -�, - /f/ - / ; -/-/ - 1- - - -!, 112"HHWS 2112"HHWS �_-_-_-�_ r� 21/2"HHWR j 21/2 HHWR �' f / / 1"HHWS 3/4"HHWS i F{ l / — 7 / N / / N / / N. I� l /II fl i � � / � ��/// f /, 1////�//r' N fAB �DEMOLITION�PLAN �-H VAC SCALE: 1/4" = V-0" Copyright 0 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the GENERAL DEMOLITION NOTES DEMO KEY NOTES 1. THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF 7. PROPERLY REMOVE AND DISPOSE OF ALL EXISTING TO BE REMOVED HVAC DUCTWORK, PIPING AND 1 PROVIDE A TEMPORARY HEPA FILTERED NEGATIVE AIR FAN FOR CONSTRUCTION AREA. MAINTAIN THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. EXISTING EQUIPMENT, STRUCTURE, AIR DISTRIBUTION DEVICES. CONSULT WITH OWNER AND OBTAIN OWNER'S APPROVAL PRIOR TO A MINIMUM " NEGATIVE PRESSURE IN THIS AREA RELATIVE THE SPACES. DUCTWORK, ETC. LOCATED ON DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED DISPOSAL OF REMOVED MATERIAL. VISUAL PROVIDE VISUAL DISPLAY OF AIRFLOW DIRECTION. PROVIDE ADDITIONAL NEGATIVE AIR MACHINES D NEGATIVE FIELD OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT EXIST IN THE AS REQUIRED TO ACHIEVE MINIMUM NEGATIVE PRESSURE. PROVIDE TEMPORARY DUST BARRIER PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND LOCATIONS PRIOR TO ANY DEMOLITION 8. PATCH HOLES LEFT IN WALLS AND FLOORS AFTER REMOVAL OF EXISTING DUCTWORK, CONDUIT, ETC. PARTITIONS. AL EXI EXISTING N L S NG RETURN REGISTERS AND OPENINGS LOCATED WITHIN THE WORK. ANY DEVIATIONS IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO O TO MATCH NEW OR EXISTING CONSTRUCTION AND FIRE RATING. THIS INCLUDES ANY EXISTING RENOVATION AREA SHALL BE SHUT AND TAPED CLOSED, ISOLATING THE RENOVATION AREA FROM THE ARCHITECT AND ENGINEER PRIOR TO BEGINNING DEMOLITION. BEGINNING OF DEMOLITION SHALL OPENINGS IN RATED WALLS OR FLOORS. THE AIR HANDLER SYSTEM, ALL EXISTING EXHAUST REGISTERS LOCATED WITHIN THE SIGNIFY CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE RENOVATION AREA SHALL BE PROVIDED WITH TEMPORARY CONSTRUCTION FILTERS. ROUTE FOR ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 9. PROVIDE PRECONSTRUCTION TEST & BALANCE FOR SUPPLY, RETURN AND EXHAUST OF EXISTING TEMPORARY 12 FLEXIBLE DUCT FROM DISCHARGE OF HEPA UNIT TO OUTSIDE OF DEMOLITION MECHANICAL EQUIPMENT SERVING PROJECT AREA. INCLUDE FLOW AND STATIC PRESSURE IN MAIN BOUNDARY. 2. CONTRACTOR SHALL PERFORM A PRE -BID SURVEY TO FIELD -VERIFY AND COORDINATE ALL DUCTS, FAN STATIC PRESSURE, MOTOR HP AND FLA, PRESSURE DROP ACROSS AHU COILS AND DIMENSIONS PRIOR TO PROCUREMENT OR FABRICATION. FIELD CONDITIONS SHALL GOVERN. FILTERS, CHILLED WATER FLOW AND PRESSURE AT AHU. FAN CRITERIA: COORDINATE THE WORK WITH OTHER TRADES INVOLVED. COORDINATE NEW WORK WITH EXISTING MODEL - HEPA-AIRE MODEL PAS2400HC ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, 10. CONTRACTOR SHALL BE RESPONSIBLE FOR GLEANING THE AIR HANDLER AND DUCTWORK SERVING CFM - 700-2100 CFM LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. COST OF REROUTING DUCTWORK OR PIPING DUE TO THE AREA PRIOR TO FINAL TEST AND BALANCE. CLEANING OF THE AIR HANDLER AND DUCTWORK HP/V/P-1.51120/1 CONFLICTS WITH EXISTING CONDITIONS SHALL BE PAID BY CONTRACTOR. SHALL CONSIST OF REPLACING THE FILTERS. 3. ALL MECHANICAL SYSTEMS SERVING OTHER SPACES. OR FLOORS THAT RUN THROUGH THE PROJECT 11. ALL EXISTING AIR DISTRIBUTION DEVICES LOCATED WITHIN PROJECT AREA SHALL BE FITTED WITH 2 PROVIDE AN INCLINED MANOMETER, DIFFERENTIAL PRESSURE TYPE, WITH WHITE FACE GAUGE AND BLACK LETTERS WITH MAXIMUM PRESSURE RANGE OF 0.1" W.G. THIS SHALL BE USED BY THE AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION SO AS NOT TO CAUSE ANY DISRUPTION TO TEMPORARY CONSTRUCTION FILTERS THROUGHOUT PROJECT DURATION TO HELP PREVENT CONTRACTOR TO RECORD, ON A DAILY BASIS, THE NEGATIVE PRESSURE IN THE RENOVATION AREA THESE OTHER SPACES. ACCUMULATION OF DUST IN DEVICES AND DUCTWORK. RELATIVE TO THE ADJACENT SPACES. 2 4. TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES 12. CAP ALL DEMOLISHED BRANCH DUCT AT DUCT MAIN. CAP AND SEAL OPENINGS DURING ENTIRE CONTRACTOR TO PROVIDE TEMPORARY CONSTRUCTION BARRIER. NEEDING TO REMAIN ACTIVE. COORDINATE SERVICE INTERRUPTIONS WITH OWNER AT LEAST TWO RENOVATION OF THE HVAC DUCTWORK. WEEKS IN ADVANCE. 13. ALL EXISTING AND10R NEW WALL, CEILING AND. FLOOR PENETRATIONS TO THE SPACE SHALL BE 4 DEMO DUCTWORK TO POINT INDICATED. CAP AND SEAL AIRTIGHT WHERE NECESSARY. 5. ALL EQUIPMENT REMOVED UNDER THIS PROJECT SHALL BE TURNED OVER TO THE OWNER AT THE CAULKED AND SEALED AIR AND VAPOR TIGHT AFTER DEMOLITION AND PRIOR TO NEW CONSTRUCTION a EXISTING DIFFUSER TO BE RELOCATED. OWNER'S DISCRETION UNLESS OTHERWISE NOTED. BY AN APPROVED CONTRACTOR. 6. CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING CONTROLS WHERE NECESSARY, REMOVED6 DEMO PIPING TO POINT INDICATED. CAP AND VALVE, SEE NEW FLOOR PLAN FOR NEW PIPING CONTROLS SHALL BE RETURNED TO OWNER. LOCATION. N7 EXISTING DUCTWORK UP TO (E)EF-30 ON ROOF ABOVE SHALL REMAIN. PROVIDE TEMPORARY WALL PENETRATION FOR NEGATIVE AIR MACHINE DISCHARGE DUCT. 2 REPATCH WALL AFTER CONSTRUCTION. a9 EXISTING STEAM CONDENSATE PIPE TO BE REROUTED TO AVOID NEW DUCTWORK. CUT EXISTING STEAM CONDENSATE AND PREPARE PIPE FOR NEW CONNECTIONS. Rr.AI F n �" A" 1' 1/791 czr Al G n R" 1' ' I/A" grAI F �' n 7A" �� C' 1/d" Gr.Al F d' n 7' A' KEY PLAN - LEVEL 2 SCALE: N.T.S. TRUE PROJECT NORTH NORTH R' 1/R" Cr.AI F R' n A, R. 1 R' Eff VA4%W&n 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 ,,�JTLCI ENGINEERING S 0 L U T 1 0 N ®Copyright 2019 255 S. Orange Avenue Suite 1600 COA 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 Aaron Lee Johnson, P.E. Florida License #71576 LEE jo , ie c w.or - N . S r C No 71576 e c d �3 STATE OF 40 ��i(•'.4OR�17. s,fiiilu ttt � G REVISIONS NO. DESCRIPTION DATE 2 ADDENDUM No.1 07.12.21 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: DEMOLITION PLAN - HVAC PROJECT STATUS: CONSTRUCTION DOCUMENTS r N N r C33 O r t! tV 62 W m Z r� C T N cm T to d' O O O T s M tV Tr L'� I I L i 4 r 0 C B A N DEMOLITION ALTERNATE PENTHOUSE PLAN - HVAC SCALE: 1/4" = V-0" GENERAL DEMOLITION NOTES 1. THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA, EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC. LOCATED ON DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS, THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER PRIOR TO BEGINNING DEMOLITION. BEGINNING OF DEMOLITION SHALL SIGNIFY CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 2. CONTRACTOR SHALL PERFORM A PRE -BID SURVEY TO FIELD -VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO PROCUREMENT OR FABRICATION. FIELD CONDITIONS SHALL GOVERN. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. COST OF REROUTING DUCTWORK OR PIPING DUE TO CONFLICTS WITH EXISTING CONDITIONS SHALL BE PAID BY CONTRACTOR. 3. ALL MECHANICAL SYSTEMS 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. 4. CONTRACTOR SHALL PROVIDE MECHANICAL WORK FOR PHASING AS REQUIRED OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN. TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. COORDINATE SERVICE INTERRUPTIONS WITH OWNER AT LEAST TWO WEEKS IN ADVANCE. 5. ALL EQUIPMENT REMOVED UNDER THIS PROJECT SHALL BE TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING CONTROLS WHERE NECESSARY. REMOVED CONTROLS SHALL BE RETURNED TO OWNER. 2 7. PROPERLY REMOVE AND DISPOSE OF ALL EXISTING TO BE REMOVED HVAC DUCTWORK, PIPING AND AIR DISTRIBUTION DEVICES. CONSULT WITH OWNER AND OBTAIN OWNER'S APPROVAL PRIOR TO DISPOSAL OF REMOVED MATERIAL. 8. PATCH HOLES LEFT IN WALLS AND FLOORS AFTER REMOVAL OF EXISTING DUCTWORK, CONDUIT, ETC. TO MATCH NEW OR EXISTING CONSTRUCTION AND FIRE RATING. THIS INCLUDES ANY EXISTING OPENINGS IN RATED WALLS OR FLOORS. 9. PROVIDE PRECONSTRUCTION TEST & BALANCE FOR SUPPLY, RETURN AND EXHAUST OF EXISTING MECHANICAL EQUIPMENT SERVING PROJECT AREA. INCLUDE FLOW AND STATIC PRESSURE IN MAIN DUCTS, FAN STATIC PRESSURE, MOTOR HP AND FLA, PRESSURE DROP ACROSS AHU COILS AND FILTERS, CHILLED WATER FLOW AND PRESSURE AT AHU. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE AIR HANDLER AND DUCTWORK SERVING THE AREA PRIOR TO FINAL TEST AND BALANCE. CLEANING OF THE AIR HANDLER AND DUCTWORK SHALL CONSIST OF REPLACING THE FILTERS. 11. ALL EXISTING AIR DISTRIBUTION DEVICES LOCATED WITHIN PROJECT AREA SHALL BE FITTED WITH TEMPORARY CONSTRUCTION FILTERS THROUGHOUT PROJECT DURATION TO HELP PREVENT ACCUMULATION OF DUST IN DEVICES AND DUCTWORK. 12. CAP ALL DEMOLISHED BRANCH DUCT AT DUCT MAIN. CAP AND SEAL OPENINGS DURING ENTIRE RENOVATION OF THE HVAC DUCTWORK. 13. ALL EXISTING AND/OR NEW WALL, CEILING AND FLOOR PENETRATIONS TO THE SPACE SHALL BE CAULKED AND SEALED AIR AND VAPOR TIGHT AFTER DEMOLITION AND PRIOR TO NEW CONSTRUCTION BY AN APPROVED CONTRACTOR. EXISTING CONCRETE PAD CONNECT EXISTING OUTSIDE AIR TO NEVI RETURN DUCT. ALTERNATE PENTHOUSE PLAN - HVAC SCALE: 1/4" =1'-0" 0 DEMO KEY NOTES REMOVE EXISTING AIR HANDLER AND RETURN TO OWNER. 0 DEMO DUCTWORK TO POINT INDICATED. 0 DISCONNECT CHILLED WATER PIPING AND PREPARE CHILLED WATER FOR NEW CONNECTION. Q4 DISCONNECT EXISTING OUTSIDE AIR FROM RETURN DUCT. PREPARE OUTSIDE AIR DUCT FOR NEW CONNECTION. Q KEY NOTES CONNECT NEW DUCTWORK TO EXISTING DROP. REUSE EXISTING SMOKE DETECTOR IF IN GOOD WORKING CONDITION. COORDINATE EXACT LOCATION OF DROP WITH NEW DUCTWORK. CONNECT EXISTING CHILLED WATER PIPING TO NEW AIR HANDLING UNIT. VERIFY EXISTING CHILLED WATER PIPING IS ATLEAST 2" DIA. FIELD COORDINATE EXACT LOACTION. INCREASE EXISTING AHU CONCRETE PAD FOR NEW AIR HANDLER UNIT. COORDINATE COIL DRAIN SIDE WITH LOCATION OF EXISTING FLOOR DRAIN. EXISTING CONCRETE PAD EXISTING AHU TO REMAIN CONNECT E OUTSIDE All PLENUM BC rol a 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 A2/� ��i ENGINEERING p_ S 0 L U T 1 0 N $ @CoP>mght 2019 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. KEY PLAN - LEVEL 2 0 SCALE: N.T.S. TRUE PROJECT NORTH NORTH PROJECT TITLE: AdventHeatth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 �"'t'Oti LE E>t iJC?�.` �����i ��5*,, No 71576 : 3 STATE OF :'44/ A' P � olefthl iA REVISIONS NO. { DESCRIPTION DATE 2 ADDENDUM No.1 07.12.21 DATE ISSUED: 12M1/2019 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PENTHOUSE PLAN - HVAC ALT. M115 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright Q 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the { T" Rr.AI F n A" 1' 4 41 r CUTAI P n An 1' 9' Rift" Rr`AI F 4' n 1 R" q° R' 11A" Rr.Al F Al n 9' Al R' 1 /R" Rr.AI F R' n AN R' 19, h� Al A C B ;1 A I a N A to N N < N M 1 W 7 8 9 10 11 12 i N ALTERNATE PLAN - PIPING SCALE: 1/4" = 1'-0" Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction Wdhout the T" Gr.AI F n 4 a" 4 4/2" Cr'AI C n A" 1' 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 :ULC�ENGINEERING SOLUTIONS, oQopyd9ht 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 yyv"k-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 _ 1.E E J0i C ♦���, •'rC' AE N �� e .�,s41 S 02, .•fig-, C, No 71576 b: :ctc a Q:e STATE OFILI ?i/3�10 KEY PLAN - LEVEL 2 a T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 9' A/R" Cr-Al F 'T n 1R" Q' R' 1/A" RC:AI F A' n 9' d' R' 1/R" Rr'.AI F R' n d' R' 1 A, REVISIONS NO. DESCRIPTION DATE 2 ADDENDUM No.1 07.12.21 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: DEDUCT ALTERNATE PLAN - PIPING SHEET ID: BLDG. ID PROJECT STATUS: CONSTRUCTION DOCUMENTS L 3 4 0 n C B n EXISTING AIR HANDLING UNIT SCHEDULE MINIMUM SUPPLY FAN DATA EXISTING COOLING COILS FILTERS DESIGN CONDITIONS CAPACITY AIR DATA WATER DATA MAX. PRE -FILTERS FINAL FILTERS PLAN MODEL SERVING UNIT IN DIRECTION OF AIR FLOW AIR FLOWS TOTAL OA EXT. TOTAL WHEEL MAX.. MOTOR VOLTAGE/ EAT LAT SEN. TOTAL VEL. MAX. PRESS. TEMP. OF MIN h P VEL. MODEL RATED MAX. A P (IN. WG.) MODEL RATED MAX. A P (IN. WG.) MARK AREA NO. CONFIG. SEE LEGEND BELOW VFD PER FT GPM MERV MERV CFM CFM SP SP DIA/TYPE RPM HP PHASE DB WB DB WB MBH MBH FPM DROP ENT. LVG. FT FPM NUMBER FF. % INITIAL FINAL NUMBER EFF. % INITIAL FINAL (E)AHU-27 M-SERIES CLIMATE CHANGER 1 ST FLOOR HORIZONTAL FMXB-MAC-CCL-UVL-FAN-PFL-FFL-PLN 3,200 400 1.5 3.6 4DIRECT DRIVE PLENUM 2885 5 480/3 - 70.0 60.3 47.0 46.5 80.9 117 424 - 3.98 35 47 21.5 - - - - - - - HEPA FILTER - - - - (E)AHU-29 M-SERIES CLIMATE CHANGER 1ST FLOOR HORIZONTAL FMXB-MAC-CCL-UVL-FAN-PFL-FFL-PLN 3,280 400 1.5 3.7 -/DIRECT DRIVE PLENUM 2920 5 480/3 - 70.9 59.5 47.0 46.34 86.0 112 4M - 3.72 35 47 20.8 - COMPONENTS LEGEND: NOTES: MXB - MIXING BOX FFL - FINAL FILTERS LAC - LARGE ACCESS 1. UNITS ARE EXISTING. DESIGN CONDITIONS PROVIDED FOR REFERENCE. FMXB - MIXING BOX WITH FILTERS. H - HORIZONTAL XFB - EXTERNAL FACE & BYPASS PHC - PREHEAT COIL UVL - ULTRAVIOLET LIGHTS IFB - INTERNAL FACE & BYPASS CCL - COOLING COIL PLN - PLENUM DIF - DIFFUSER FAN - FAN SAC - SMALL ACCESS ECO - ECONOMIZER PFL - FLAT FILTER MAC - MEDIUM ACCESS V - VERTICAL FLT - PRE -FILTERS RHC - REHEAT COIL ELECTRIC STEAM HUMIDIFIER SCHEDULE PLAN MODEL AIRFLOW SERVICES CAPACITY DISPERSION KWNOLT/ MARK CFM LBS/HR TUBE MODEL PH AMPS H-27-1 EL 020 2500 OR #8 15 ASD 24 7.5480/3 9 H-29-1 EL 020 2500 OR #9 15 ASD 24 7.5/480/3 9 NOTES: 1. MODEL NUMBERS AND EQUIPMENT SELECTIONS BASED ON NORTEC. 2. MAXIMUM VAPOR TRAIL SHALL BE 3' 3. PROVIDE SINGLE POINT POWER CONNECTION TO UNIT. 4. PROVIDE WITH DOMESTIC POTABLE WATER CONNECTION. 5. SIZES BASED ON 65F/55% SPACE CONDITION AND 55F SUPPLYAIR. 6. ELECTRICAL DISCONNECTS SHALL BE INTEGRAL TO THE HUMIDIFIER. A INTERLOCK SCHEDULE AIR HANDLING UNIT HUMIDIFIERS (E)AHU-27 H-27-1 (E)AHU-29 H-29-1 NOTES: 1. PROVIDE FIRE ALARM RELAYS FOR AUTOMATIC SHUTDOWN OF HUMIDIFIERS AND AHU'S. 2. PROVIDE CONTROL RELAYS TO INTERLOCK AHU MANUAL DISCONNECT (AT THE MOTOR STARTER) AND HUMIDIFIERS INFECTION CONTROL RISK ASSESSMENT (ICRA) ALL WORK SHALL CONFORM WITH THE OWNER'S INFECTION CONTROL AND CONSTRUCTION POLICIES, PROCESSES AND OWNER'S PROJECT -SPECIFIC INFECTION CONTROL RISK ASSESSMENT PLAN. ICRA MATRIX IC RISK CONSTRUCTION ACTIVITY TYPE LEVEL TYPE A TYPE B TYPE C TYPE D GROUP 1 CLASS I CLASS II CLASS 11 CLASS III/IV GROUP 2 CLASS I CLASS II CLASS III CLASS IV GROUP 3 CLASS I CLASS III CLASS III/IV CLASS IV GROUP 4 CLASS III CLASS III/IV CLASS III/IV CLASS IV INFECTION CONTROL RISK LEVELS GROUP 1 LOWEST GROUP 2 MEDIUM GROUP 3 MEDIUM HIGH GROUP 4 HIGHEST OFFICE AREAS ALL PATIENT CARE UNITS EMERGENCY ROOM TRANSPLANT CLINIC CONFERENCE ROOMS WAITING ROOMS * RADIOLOGY AREAS SURGERY SUITES PUBLIC BATHROOMS ROCP RECOVERY ROOMS WAITING ROOMS * LABOR AND DELIVERY LABOR & DELIVERY ORs NURSERIES CARDIAC CATH / ANGIO PEDIATRICS CVICU RIO SURGERY OUTPATIENT UNITS ALL INTENSIVE CARE AREAS DIALYSIS AND TRANSPLANT NUCLEAR MEDICINE ONCOLOGY / BONE MARROW ADMISSION / DISCHARGE AREA CARDIOLOGY PHYSICAL THERAPY TANK AREA HYPERBARIC MEDICINE CAFETERIA ENDOSCOPY ECHOCARDIOGRAPHY PHARMACY ADMIXTURE LABORATORIES PHARMACY * DEPENDENT ON LOCATION CONSTRUCTION ACTIVITY TYPES INSPECTIONS AND NON-INVASIVE ACTIVITIES. INCLUDES, BUT IS NOT LIMITED T0, REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO TYPE A 1 TILE PER 50 SQUARE FEET, PAINTING (BUT NOT SANDING) WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION. TYPE B SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST. INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF TELEPHONE AND COMPUTER CABLING, ACCESS TO CHASE SPACES, CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE ANY WORK WHICH GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING TYPE C COMPONENTS OR ASSEMBLIES.INCLUDES, BUT IS NOT LIMITED TO, SANDING OF WALL FOR PAINTING OR WALL COVERING, REMOVAL OF FLOOR COVERINGS, CEILING TILES AND CASEWORK, NEW WALL CONSTRUCTION, MINOR DUCTWORK OR ELECTRICAL WORK ABOVE CEILINGS, MAJOR CABLING ACTIVITIES, AND ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORKSHIFT. MAJOR DEMOLITION AND CONSTRUCTION PROJECTS. INCLUDES, BUT IS NOT LIMITED TO, ACTIVITIES WHICH REQUIRE CONSECUTIVE TYPED WORK SHIFTS, REQUIRE HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CEILING SYSTEM, AND NEW CONSTRUCTION. ICRA CLASSIFICATION SCHEDULE CLASS I 1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS. 2. IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR VISUAL INSPECTION. ❑ 3. MINOR DEMOLITION FOR REMODELING. 1. PROVIDES ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO ATMOSPHERE. 2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING. 3. SEAL UNUSED DOORS WITH DUCT TAPE. CLASS II 4. BLOCK OFF AND SEAL AIR VENTS. 5. WIPE SURFACES WITH DISINFECTANT. ❑ 6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 7. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA. 8. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA. 9. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. 2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS. 4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND MONITOR WITH MAGNEHELIC GAUGES. 5. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICES DEPARTMENT. CLASS III 6. VACUUM WORK WITH HEPA FILTERED VACUUMS. ❑ 7. WET MOP WITH DISINFECTANT. 8. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. 9. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 10. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING. 11. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. 2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS. 4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND MONITOR WITH MAGNEHELIC GAUGES. 5. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY. 6. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANERBEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE. CLASS IV 7. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS. 8. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS THOROUGHLY CLEANED BY THE ENVIRONMENTAL SERVICES DEPARTMENT AND RELEASED BY SAFETY AND INFECTION CONTROL. 9. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. 10. WET MOP WITH DISINFECTANT. 11. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. 12, CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 13. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING. - 14. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE CONSTRUCTION IS BEING DONE. AIR DISTRIBUTION SCHEDULE MARK CFM NECK FACE SIZE DESCRIPTION SIZE LENGTH A 000-090 6o 24x24 SUPPLY DIFFUSER 91-210 80 24x24 BASIS OF DESIGN: PRICE AMD 211-380 100 2424 COLOR: WHITE 381-620 12o 2424 MATERIAL: ALUMINUM 621-750 14o 2424 OPPOSED BLADE DAMPERS: NO 751-980 16o 2424 BACK PAN SIZE: 18xl8 B 000-110 6x6 24x24 RETURN / EXHAUST GRILLE 111-220 8x8 24x24 BASIS OF DESIGN: PRICE 80 221-350 10x10 2424 STAGGERED CENTERS 351-530 12x12 2424 COLOR: WHITE 531-730 1414 24x24 MATERIAL: ALUMINUM 731-970 16x16 2424 OPPOSED BLADE DAMPERS: NO 971-1240 18x18 2424 1/2"A/2"A/2" GRID 1241-1540 20x20 2424 1541-2050 22x22 2424 C 000-100 6x6 SEE SUPPLY SIDEWALL DIFFUSER 101-150 8x6 PLANS BASIS OF DESIGN: PRICE 610L 150-300 12x6 COLOR: WHITE 301-350 18x6 MATERIAL: EXTRUDED ALUMINUM 351-550 18x10 OPPOSED BLADE DAMPERS: NO 551-900 2412 DOUBLE DEFLECTION 3/4" SPACING D 000-100 6x6 SEE RETURNIEXHAUST SIDEWALL GRILLE 101-150 8x6 PLANS BASIS OF DESIGN: PRICE 61OZ-L 150-200 12x6 COLOR: WHITE 201-300 18x6 MATERIAL: EXTRUDED ALUMINUM 301-550 18x10 OPPOSED BLADE DAMPERS: NO 551-710 24x12 0" FIXED DEFLECTION 771-1000 2414 3/4" SPACING E 110 CFM SEE SEE LINEAR BAR DIFFUSER SUPPLY /FT PLANS PLANS BASIS OF DESIGN: PRICE SDS-100 1-SLOT,12" PLENUM INLET BORDER TYPE: BY ARCHITECT MATERIAL: EXTRUDED ALUMINUM ADJUSTABLE PATTERN CONTROLLERS FIELD INSULATED PLENUM TOTAL LENGTH SHOWN ON PLAN F 110 CFM SEE SEE LINEAR BAR DIFFUSER RETURN /FT PLANS PLANS BASIS OF DESIGN: PRICE SDR-100 1-SLOT,12" PLENUM INLET BORDER TYPE: BY ARCHITECT MATERIAL: EXTRUDED ALUMINUM ADJUSTABLE PATTERN CONTROLLERS FIELD INSULATED PLENUM TOTAL LENGTH SHOWN ON PLAN H 000-550 SEE 12x20 LOW WALL RETURN/EXHAUST GRILLE 501-710 PLANS 14x36 BASIS OF DESIGN: PRICE 61OZ-S 711-1500 18x32 COLOR: WHITE MATERIAL: ALUMINUM FIXED 0" DEFLECTION; 3/4" SPACING OPPOSED BLADE DAMPER: NO 3/4" SPACING BLADES PARALLEL TO SHORT DIMENSION 1 100-140 100 2424 LAMINAR FLOW DIFFUSER 200-280 12o 2448 BASIS OF DESIGN: PRICE LFD COLOR: WHITE MATERIAL: ALUMINUM OPPOSED BLADE DAMPER: NO PATTERN CONTROLLERS: NO J 0-100 6X6 8x8 BASIS OF DESIGN: PRICE MSRRP 101-200 8x8 10x10 COLOR: WHITE 201-310 i0x10 12x12 MATERIAL: STEEL 311-400 12x12 1414 OPPOSED BLADE DAMPER: NO ALL WELDED CONSTRUCTION MAXIMUM SECURITY GRILLE RISK RESISTANT 3/16" HOLES STAGGERED ON 9/32" CENTERS FACEPLACE, 3/16" HRS SLEEVE NOTES: 1. AIR DISTRIBUTION DEVICES LOCATED WITHIN ACOUSTICAL TILE CEILINGS SHALL BE PROVIDED WITH BORDER TYPE 3 FOR LAY -IN MOUNTING. AIR DISTRIBUTION DEVICES LOCATED WITHIN GYPSUM BOARD CEILINGS OR WALLS SHALL BE PROVIDED WITH BORDER TYPE 1 FOR SURFACE MOUNTING. REFER TO ARCHITECTURAL DOCUMENTS FOR CEILING TYPES, RETURNIEXHAUST GRILLES MOUNTED IN GYP CEILINGS, SHALL HAVE SAME FACE SIZE AS NECK, 2. AIR DISTRIBUTION DEVICES LOCATED IN SMALL ROOMS WHERE FULL 24"x24" GRID ARE NOT AVAILABLE SHALL BE PROVIDED WITH SURFACE MOUNTING BORDERS IN LIEU OF LAY -IN. SECURE EACH DEVICE TO CEILING GRID WITH FIELD -FABRICATED SUPPORTS, 3. PROVIDE ALL MATERIALS AND EQUIPMENT REQUIRED FOR A COMPLETE INSTALLATION OF ALL LINEAR AND MODULAR SLOT AIR DISTRIBUTION SYSTEMS AS SHOWN ON THE ARCHITECTURAL AND MECHANICAL DRAWINGS AND/OR INDICATED IN THE SPECIFICATIONS. THE SYSTEMS BE COMPLETE IN EVERY RESPECT AND SHALL INCLUDE ALL REQUIRED APPURTENANCES. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PLENUMS, BLANK -OFFS AND ASSOCIATED SHEET METAL COMPONENTS INCLUDING ALL DUCT CONNECTIONS THERETO, 4. PROVIDE CONTINUOUS APPEARANCE WHEN MULTIPLE LINEAR DIFFUSERS ARE ALIGNED NEXT TO EACH OTHER. 5. TAPS TO DIFFUSERS/GRILLES SHALL MATCH NECK SIZE ON SCHEDULE UNLESS OTHER WISE HOT WATER HEATING COIL SCHEDULE PLAN MARK CFM HEATER COIL DATA WIDTH IN. HEIGHT IN. CAP. MBH SERVICE WATER TEMP. GPM EAT (F) LAT (F) ENT. LVG. (E)HHWC-S284 125 180 160 0.5 55 85 10 10 4.1 EQUIPMENT HHWC-1 325 180 160 1.0 55 85 10 10 10.6 EXIST. STORAGE HHWC-2 300 Q 180 160 1.0 55 85 10 10 9.8 EXIST. COORRIDOR HHWC-3 2200 180 160 8.0 55 85 24 17.5 81.3 O.R.8 HHWC-4 200 180 160 1.0 55 85 10 10 6.5 SUB STERILE HHWC-5 1 2500 180 160 1 8.0 55 85 24 17.5 81.3 O.R.9 NOTES: A 1. BASIS OF DESIGN: GREENHECK HEATING COILS 2. VERIFY DUCT HEATER DIMENSIONS WITH FIELD COORDINATED DUCTWORK DIMENSIONS PRIOR TO ORDERING. * PROVIDE 3-WAY VALVE FOR THIS REHEAT COIL. AHU-27 REBALANCE SCHEDULE SUPPLY RETURN OUTSIDE AIR OLD 3,200 2590 610 NEW 2,925 2,425 500 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2. EXISTING AIR FLOWS ARE BASED ON EXISTING DRAWINGS. T&B CONTRACTOR SHALL VERIFY DURING PRE -DEMO T&B AND PROVIDE REPORT TO ENGINEER PRIOR TO DEMOLITION. 3. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 4, PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. AHU -29 REBALANCE SCHEDULE SUPPLY RETURN I OUTSIDE AIR OLD 3,280 2,530 750 NEW 3,025 2,575 450 NOTES: 1. ADJUST VFD AS NECESSARY TO COMPLETE AIR BALANCE. 2. EXISTING AIR FLOWS ARE BASED ON EXISTING DRAWINGS. T&B CONTRACTOR SHALL VERIFY DURING PRE -DEMO T&B AND PROVIDE REPORT TO ENGINEER PRIOR TO DEMOLITION. 3. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 4. PROVIDE FULL PRE -DEMO AND FINAL REPORT INCLUDING SUPPLY FAN DATA. (E)EF-30 REBALANCE SCHEDULE MARK OLD NEW EF-30 1,285 1,210 NOTES: 1. EXISTING AIR FLOWS ARE BASED ON EXISTING DRAWINGS. T&B CONTRACTOR SHALL VERIFY DURING PRE -DEMO T&B AND PROVIDE REPORT TO ENGINEER PRIOR TO DEMOLITION. 2. T&B CONTRACTOR SHALL PROVIDE ALL BELTS AND SHEAVES AS NECESSARY TO COMPLETE AIR BALANCE. 3. PROVIDE FULL PRE -DEMO AND FINAL REPORT A 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 * LCCO60210 * GB238 LCIENGINEERING S0LUT10N S. copyright 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 WWW.tc-onginsers.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 01111I1//t1'd`, SEE JC7 �i No 71576 a r STATE OF LU: r i 121 REVISIONS NO. ( DESCRIPTION DATE 2 ADDENDUM No,1 07.12.21 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: SCHEDULES - HVAC SHEET ID: BLDG. ID M301 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 .4" -Iqr..AI F n A., r" 1' 1 1 !m' er A I G n R" 1' 9' q/R" Crtal F '%' n 1SR" 1' R' 1/d" Gr'.Al F d' 1/R"Gr..AI F R' n A# R' IA' .. _. A .. ....... .: .. . _l. .._lL-.. I._i{.:�'.id I.,:.',.,.- .. -,.i.. :. :..�e:. ..I .. ..��::.,i.11t l., bl" twi 5 'V,YRN�I. - ILL: Ci�.IW" YM""YI�Y➢1 ICY 1 I- WlNIdY:ia6e. ��n��..-.:.: '...'i� ��- I�1i19.1'. I.I 9, f. � 1 3 1 4 1 0 FBI C 0 ;I A Copyright 0 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the TRAPEZE HANGERS NOTE; PROVIDE MAXIMUM 4'-0"BETWEEN HANGERS STRAPS FOR FLEXIBLE DUCTWORK AND V-0" BETWEEN RIGID STEEL MIN. 2"x 1/8" 22 GA. GALV. ROD DUCTWORK AND AT CHANGES IN DIRECTION. STEEL HANGER STRAP OR ANGLE SPIN -IN FITTING W/VOLUME '�— EXTENDED OPERATOR ON BALANCE DAMPER HANGER o CONTROL DAMPER (INSUL. PER SPEC.) HANGER RODS, WIRES LOAD RATED DRAW BAND 22 GA. GALV. DR STRAPS FASTENERS STEEL DUCTWORK SECURE WIRE — — — — — — FLEXIBLE DUCT MAX. 8'-0" IN LENGTH FULLY EXTENDED. SIZE BOLT(S) FOR LOAD MIN. 1112" x 1 1/2" 10" DIA. MAX. 36" DIA. MAX. 24" DIA. MAX. DRAW BAND 22 GA. GALV. BAND STEEL ANGLE ONE HALF -ROUND MAY BE USED BLANK -OFF PLATES IF DUCT SHAPE IS MAINTAINED WHERE REQUIRED DIFFUSER NECK (INSUL. PER SPEC.) NOTE: DIFFUSER CONE (INSUL. PER SPEC.) PROVIDE HANGERS SPACED EVENLY NOT TO EXCEED 60' CENTER. TO CENTER. FOR ALL DUCTS GREATER THAN 36' WIDE, AND AT CHANGES IN DIRECTION. HANGER SHALL CEILING TEE COMPLY WITH SMACNA, AND SHALL NOT DEFORM SHAPE OF ZI'O 7 DUCT. LIGHT OPTIONAL ATTACHMENTS STRAP RIGID ROUND & RECTANGULAR DUCT SUPPORT (SMACNA) 4 DIFFUSER MOUNTING No Scale No Scale PULSE ACTUATOR. NO LINE VOLTAGE REQUIRED CRIMPED END 1" MINIMUM (1" BAND CLAMP WITH WIRE IS OPTIONAL) DRAW BAND I II Ij I SUPPLY II I I DIFFUSER DUCT J I HOSPITAL GRADE FLEXIBLE DUCT PER FBC CH. 449. ICEILING NOTE: SPIN -IN FITTING W/VOLUME CAT 5 CABLE I FLEXIBLE DUCT SUPPORT SYSTEM SPACING SHALL CONTROL DAMPER (INSUL. PLENUM RATED NOT EXCEED 4'-W AND MUST NOT DAMAGE PER SPEC. REQ'D.) WALL DUCT OR CAUSE OUT OF ROUND SHAPE. I l RJ-11 CONNECTS TO HAND HELD BATTERY PACK WALL PLATE (FOR USE IN NON -ACCESSIBLE CEILINGS: I.E. OPERATING ROOM) REMOTE CONTROL VOLUME DAMPER 7 FLEXIBLE DUCT SUPPORT (SMACNA) 5 TYPICAL FLEX DUCT CONNECTION 2 No Scale No Scale No Scale BRANCH RETURWEXHAUST BRANCH DUCT AIR FLOW OR RUNOUT 7 45" WHERE RETURN DUCT IS SMALLER MAIN DUCT _ o THAN NECK SIZE OF RA GRILLE W MANUAL VOLUME DAMPER PROVIDE PLENUM BOX OF FULL NECK SIZE OF RETURN AIR GRILLE AND MIN. 8" HIGH PAINT INSIDE OF BOX FLAT MANUAL DAMPER CEILING BLACK. L=114W MINIMUM 4" RETURN/EXHAUST AIR GRILLE NOTE: SIMILAR FOR EXHAUST LOW VELOCITY BRANCH DUCT DETAIL (TYP.) 6 RA/EA BRANCH CONNECTION DETAIL (TYP.) 3 No Scale No Scale 'A" . r.AI F n 3" R" 1' 110" C!^AI G n R" 1' 9' 4/R" C("dl F q+ f1 1R" Z' R' 1Jd" G(^AI F d' li 9' d' R' 1/R" Sf Ai F R' f1 Al R' 1 R' 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 TLC ENGINEER L U T 1 DING CCOPYN t 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.}ic-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 Aaron Lee Johnson, P.E. Florida License #71576 LEE jOy c No 71576 c u STATE OF 41 A- <0R�,O o ON AL 12 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: DETAILS - HVAC SHEET ID: BLDG. ID M401 PROJECT STATUS: CONSTRUCTION DOCUMENTS L a 4 [oil B A NOTES: 1. PROVIDE ACCESS DOOR & LABEL ON SIDE OR BOTTOM OF DUCT AS FOLLOWS: DUCT WIDTH DOOR SIZE 10' THRU 12' 8' x 8" 14" THRU 20" 17 x 12" 22" AND ABOVE 18" x 18" 2. RETAINING ANGLES SHALL LAP STRUCTURAL OPENING 1" MIN. & COVER CORNERS OF OPENINGS. ANGLES ATTACH TO SLEEVE ONLY AND MUST NOT BE ATTACHED TO EACH OTHER AT CORNERS OR TO WALL. 3. ALL ATTACHMENTS PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTION. 4. VERTICAL POSITION SHOWN. HORIZONTAL INSTALLATION SIMILAR. DAMPER TO BE SPRING LOADED WHEN HORIZONTAL. TEMPERATURE HUMIDITY OR CONTROL PANEL WITH 16 GA. MOUNTING ANGLE E2.B 7=1 52.2 % I STAINLESS STEEL FACEPLATE ATTACHED TO SLEEVE (SEE NOTE #2) TEMPERATURE SETPOINT DUCT TEMPERATURE SETPOINT SETPOINT DIAL LIMITED COLDER WARMER TO 60'F - 74'F (n "'� FIRE DAMPER (STYLE B) FIELD FABRICATED OPERATING ROOM CONTROL PANEL 16 GA. SLEEVE BREAKAWAY JOINT GREEN LIGHT RED LIGHT OPERATING MOUNTED IN ROOM PRESSURE SINGLE GANG ALARM ELECTRICAL BOX REMOTE NURSE STATION ALARM PANEL FACE PLATE AVERAGING TEMPERATURE SENSOR IN RA AI Al AI TS-1 HS-1 DPS -3 000 000 HI RETURN AIR DUCT TO BLDG DDC -�—. I SUPPLY DUCT REHEAT COIL TO REMOTE �� MONITOR AT (TYPICAL 2) NURSES I i STATION II LAM. FLOW DIFFUSER RATED CEILING THRU-THE-WALL PRESSURE SENSOR II I ABOVE DOOR II I SURGERYSUITE I _ CORRIDOR — — ROOM PRESSURE CONTROL PANEL AIRFLOW MOUNTED ON CORRIDOR WALL 48" AFF DO MODULATING CONTROL DAMPER WITH T WIDE AIRFOIL BLADES DM-1 LO BOD: RUSKIN CD40 EXHAUST AIR DUCT OCCUPANCYSENSOR OPERATING ROOM PRESSURE MONITOR BASIS OF DESIGN: TSI MODEL - ROOM PRESSURIZATION MONITOR TSI MODEL - REMOTE PRESSURIZATION ALARM SEE FLOOR PLANS FOR EXACT LOCATION. FIRE DAMPER AT REGISTER OR GIRLLE 4 OPERATING ROOM AND SUITE - OCCUPIED/UNOCCUPIED CONTROL SYSTEM No Scale 5. PROVIDE DUCT PENETRATIONS AT ALL MECHANICAL ROOMS No Scale AFTERCOOLER FOR TEMPERING CONDENSATE RETURN TO MAX. 140° F, UNIT EQUIVALENT TO WILSON ENG. CORP. THERMOMETER FUNNELTYPE FLOOR DRAIN FLOOR SLAB TOS.,....,.... — STEAM CONDENSATE RETURN TEMPERATURE SENSOR — CAPILLARYTUBING CW SUPPLY, MIN. V WATER HAMMER ARRESTER (WHA) SIMILAR TO PDI SIZE -A �— SHUT-OFF VALVE STRAINER — UNION (TYP.) AUTOMATIC TEMPERATURE REGULATING VALVE - CHECK VALVE NOTE: PROVIDE PIPE SUPPORT FOR AFTERCOOLER CONSISTING OF GALVANIZED STEEL PIPE CLAMPS SECURED TO UNI-STRUT FRAME SUPPORTS WITH GALVANIZED FINISH, SECURED TO FLOOR SLAB OR WALL, IF APPLICABLE, WITH ANCHORS. TURNING VANES SHALL BE COMPLETELY FLUTTER -PROOF; PERMANENTLY FIXED TYPE MADE OF GALVANIZED STEEL. TURNING VANES SHALL BE MINIMUM 26 GAUGE DOUBLE WALL AIRFOIL TYPE. TURNING VANES SHALL BE SECURELY FASTENED TO A RUNNER; VANE EDGES SHALL PROJECT AIRFLOW PARALLEL TO DUCT SIDES. MANUAL BALANCING 45 DEGREE BOOT FITTING DAMPER, TYPICAL DAMPER ACCESS DOOR, TYP. FOR ALL DAMPERS. SQUARE ELLS SHALL ONLY BE USED WHERE THERE IS INSUFFICIENT SPACE FOR RADIUS ELLS. L� TRANSFER AIR BACK CONSTRUCTION ARE NO TO LOW WALL RETURN GRILLE (I OF 2 GRILLES) CEILING LOW WALL RETURN GRILLE W/ BOTTOM MOUNTED AT T AFF (1 OF 2 GRILLES) VALL 1 I I NOTE: TO BE USED WHEN WINDOWS CANNOT BE TEMPORARILY REMOVED. STEAM CONDENSATE AFTERCOOLER 5 TYPICAL LOW PRESSURE DUCTWORK NEGATIVE AIR PRESSURE MACHINE & SCRUBBER 2 No Scale No Scale 3 No Scale 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 * LCCO60210 * GB238 TLC ENGINEERING _ SOLUTION ©Copyright 2419 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.gc-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 0�0 1,EE 'Jp� �.'• No 71576 il 0:, STATE OF :�441# 8/0NA �13/.71 REVISIONS N0. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: DETAILS - HVAC SHEET ID: BLDG. ID M402 Copyright 02019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 'A" Cr'AI F n F° 1' 1 411" er M P n 'i1R" Cr.QI F n IR" 'Al R' 1/d" SRAI F AN n d' R' 1/R" RrAI F R' n PROJECT STATUS: CONSTRUCTION DOCUMENTS 3 4 5 C B ;1 A h 7t ef' N N ! Q 'B' — WALL STEEL CAGE NIPPLE REFER TO HUMIDIFIER MANUFACTURERS STEAM PIPING INSTRUCTIONS FOR EXACT PIPING DIAGRAM HUMIDIFIER PIPING No Scale ©�� z G � p�p���P � �� 0��P55 G 5 9 " - N SP�� V , dP��i ti '(p Na 0 G�,O c s NpFN W I F yF�k FTIU 0,0 ��'/cN oRP`rTTgLt"' N RN sr� /ri-,oJ '�ypJ t�,y�,ygr � ST'Q4�,1, �rR9j4 F �' gTF�gt FR �O 'NNG��RT 044160 STEAM TRAP SCHEDULE SERVICE TYPE TRAP AIR HEATING COILS FLOAT & THERMOSTATIC LOW PRESSURE CONVERTERS LOW PRESSURE FLOAT & THERMOSTATIC HUMIDIFIERS LOW PRESSURE FLOAT & THERMOSTATIC STEAM LINE DRIPS FLOAT & THERMOSTATIC 0-15 PSIG STEAM LINE DRIPS INVERTED BUCKET TRAP ABOVE 15 PSIG W/THERMO-VENT UNIT HEATERS FLOAT & THERMOSTATIC STERILIZERS & INVERTED BUCKET TRAP AUTOCLAVES WII`HERMO-VENT WYE STRAINER INVERTED BUCKET TRAP DRIP W/THERMO-VENT BOILER HEADER INVERTED BUCKET TRAP DRIPS W/THERMO-VENT NOTES: I� DRIP LEG SHALL BE 11 TIMES MAIN DIAMETER (NOT LESS THAN 10") FOR SUPERVISED WARM-UP SYSTEM AND NOT LESS THAN 28" FOR AUTOMATIC WARM-UP SYSTEMS. (D PROVIDE ALTERNATE PRICING TO UTILIZE ORIFICE -TYPE TRAP FOR STEAM MAINS. TYPICAL STEAM TRAP No Scale E RICAN R SURE CORNERS ARE CLIPPED —, AUJUA I AULt SVVIVtL 1'IYt KVLL VVI 111 ROLLER HANGER ADJUSTABLE SOCKETS SIZES 4" UP TO 8" SIZES 8" AND ABOVE FLARED END - LENGTH=TWICE INSULATION O.D. /-- PIPE HANGER (SEE SPECS.) PIPE SADDLE HAS FLARED EDGES NOTCHED TO FIT PIPE HANGER. PIPE SADDLE FLARED EDGES (TYP.) ALL INSULATION PASSES THRU HANGER UNBROKEN SIZES UP TO 3" 5 INSULATED PIPE HANGER No Scale RETAlt 1 112"x' MIN. AI NOTE NOTE# MANUf FABRI( SLEEV SHEET DUCT 165"F FUSIBL LINK NOTE FASTE 6" MAXI EACH FIRE RI MATER NOTES; 1. PROVIDE ACCESS DOOR & LABEL ON SIDE OR BOTTOM OF DUCT AS FOLLOWS: DUCT WIDTH DOOR SIZE 10" THRU 12" 8" x 8" 14" THRU 20" 12" x 12" 22" AND ABOVE 18" x 18" 2.11/2"A 1/2"x 1/8" RETAINING ANGLES SHALL LAP STRUCTURAL OPENING 1" MIN. & COVER CORNERS OF OPENINGS. ANGLES ATTACH TO SLEEVE ONLY AND MUST NOT BE ATTACHED TO EACH OTHER AT CORNERS OR TO WALL. 3. ALL ATTACHMENTS PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTION. 4, VERTICAL POSITION SHOWN. HORIZONTAL INSTALLATION SIMILAR, DAMPER TO BE SPRING LOADED WHEN HORIZONTAL. 6 FIRE DAMPER INSTALLATION No Scale FLOW CONTROL DEVICE PRESET BY MANOR WI P & T TEST PORTS TWO-WAY CONTROL VALVE SHUT-OFF VALVE UNION W/AIR VENT & PR PLUG RETURN PRE-MANUF. SINGLE ASSEMBLY N. ACCEPTABLE (TYP.) SUPPLY 1 SHUTOFF VALVE ~ �I STRAINER WITH AUTO AIR VENT, PIT PORTS, HOSE END DRAIN UNION (TYPICAL) VALVE WITH CAP AND CHAIN. NOTES: 1. PROVIDE 4" 0 OF STRAIGHT PIPE ON BOTH SIDES OF BALANCING VALVE. 2. ALL COMPONENTS FULL LINE SIZE UNLESS NOTED OTHERWISE, 3. LOCATE UNIONS TO ALLOW FOR COIL PULL. 3 TERMINAL REHEAT 2-WAY COIL PIPING No Scale CONCRETE OR MASONRY CONSTRUCTION CLEARANCE 118" PER LINEAR FOOT BOTH DIMENSIONS. 1"MIN. U.L. LABELED FIRE DAMPER, (555) SECURE TO SLEEVE PLAIN "S" SLIP WRAPPED SHEET METAL DUCT DUCT WRAP WNAPOR BARRIER (TYP.) CLOSURE TAPE (TYP.) METAL STUD CONSTRUCTION COMM. LINE TO NEXT TERMINAL UNIT SUPPLY AIR FROM AHU STAND-ALONE FACTORY MOUNTED DDC CONTROLLER WITH VOLUME REGULATOR, PROT TUBES, ETC COIL COMM. LINE FROM ADJ. TERMINAL UNIT HOT WATER 24 VAC HEATING COIL H 1 > SUPPLY AIR TO SPACE W TS-1 HWR CV-1 HWS am- TS-1 SPACE TEMPERATURE SENSOR W/ DATA -PORT FOR PORTABLE LAPTOP CONNECTION, AND OVERRIDE BUTTON. FURNISH ONE SENSOR PER UNIT 4 CONSTANT VOL TERMINAL W/HOT WATER REHEAT No Scale 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 I ENGINEERING Ai�lS Wopylght 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.fic-onginears.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. N Florida License #71576 r LEE c *��pN •o'yiy Qom,•-�G E N S� ., O�i�� CD Pi .• �.' 1 N No 71576 :Xz �13 STATE OF !41� aW1 �frS10N A� Awhh! v) w O DC o. W G v REVISIONS z W DATE ISSUED: 12M 1/2019 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: DETAILS - HVAC SHEET ID: BLDG. ID M403 PROJECT STATUS: CONSTRUCTION DOCUMENTS J t� 5 Copyright © 2019. This drawing is an instrument of service and properly of RS&H, Inc. Any use or reproduction without the .4" Cr.AI F n i" h•" 1' 1 4/l" er•AI f= n R" 1' I/All Cr'A1 F n 19" 1, 1/A" .Cr..AI F At rt 9' At R' 1/R" Sr.AI F R' rl At A' 1 R' z a 4 0 A C B A O.R. MODULATING AIR FLOW CHART AHU ROOM CFM @ 25 ACH CFM @ 5 ACH 27 OR 8 2500 500 29 OR 9 2500 500 INTERLOCK WI AHU FIRE ALARM RELAY DM-2 TS-1 RETURN AIR M EXISTING FIREISMOKE DAMPER(S) DUCT SMOKE DETECTOR (TYP.) OCCUPIED 65F 0.01 PRE TEMP ROOM PRESSURE FILTER UNOCCUPIED 55% 25 (FUTURE) HUMIDITY AIR CHANGE RATE OUTSIDE AIR NC OR-9 THE OUTSIDE AND EXHAUST AIR QUANTITIES SHALL BE MAINTAINED AT ALL TIMES REGARDLESS OF THE NUMBER OF TS-2 O.R: S IN UNOCCUPIED MODE. THIS SHALL BE MONITORED THROUGH THE AIR FLOW MEASURING STATION OU SIDE AIR DPS-1 DAMPER Al FILTER DI I SECTION DO AIR FLOW MEASURING STATION OR DASHBOARD PANEL IN OUTSIDE AIR DUCTWORK CONSTANT AIR VOLUME AHU CONTROL No Scale SEQUENCE OF OPERATIONS CONSTANT VOLUME AIR HANDLING UNIT STARTISTOP: WHEN THE AHU IS INDEXED TO OPERATE BY OPERATOR COMMAND THE ASSOCIATED FIRE/SMOKE DAMPERS SHALL OPEN AND EXHAUST FANS SHALL START. FIREISMOKE DAMPERS SHALL BE MONITORED BY BCS. AFTER AN ADJUSTABLE TIME DELAY (SET AT TD RELAY LOCATED IN STARTER), THE AHU SUPPLY FAN SHALL START THROUGH THE VFD. ALL SAFETIES AND INTERLOCKS SHALL OPERATE THROUGH THE VFD IN BYPASS OR AUTOMATIC MODE. SEE INTERLOCK SCHEDULE FOR AHU AND EXHAUST FAN INTERLOCKS. BCS SHALL MONITOR FAN STATUS (CURRENT RELAY), RETURN AIR TEMPERATURE AND RELATIVE HUMIDITY, AND FILTER ALARMS. ZONE REHEAT COILS CONTROL: INDIVIDUAL SPACES ARE SERVED BY PRESSURE INDEPENDENT REHEAT COILS. ON A RISE IN SPACE TEMPERATURE AS MEASURED BY THE SPACE THERMOSTAT, REHEAT COIL CONTROLLER WILL MODULATE REHEAT VALVE CLOSE. ON A DROP IN SPACE TEMPERATURE AS MEASURED BY THE SPACE THERMOSTAT, REHEAT COIL CONTROLLER WILL MODULATE REHEAT VALVE OPEN. SAFETIES: BUILDING FIRE ALARM: WHEN BUILDING FIRE ALARM IS ACTUATED THE FOLLOWING SHALL OCCUR. AIR HANDLING UNIT SHALL DE -ENERGIZE AND THE ASSOCIATED EXHAUST FANS SHALL STOP AND ASSOCIATED FIREISMOKE DAMPERS SHALL CLOSE. UPON ACTIVATION OF SMOKE DUCT DETECTORS THE AIR HANDLING UNIT AND ASSOCIATED EXHAUST FANS SHALL DE -ENERGIZE AND THE FIRE/SMOKE DAMPERS SHALL CLOSE TO ISOLATE AIR HANDLER. UPON REACTIVATION OF SYSTEM THE AIR HANDLING UNIT SHALL BE PROVIDED WITH A TIME DELAY SUFFICIENT TO ALLOW ALL FIREISMOKE DAMPERS TO FULLY OPEN. THE CHW VALVE SHALL BE OPENED TO 25% FLOW IF THE MIXED AIR TEMPERATURE DECREASES BELOW 35'F. FIRE ALARM SEQUENCE FOR LEVEL(S)1 THRU 5: WHEN BUILDING FIRE ALARM IS ACTUATED THE FOLLOWING SHALL OCCUR: AIR HANDLING UNIT SHALL DE -ENERGIZE AND THE ASSOCIATED FIRE/SMOKE DAMPERS SHALL CLOSE. THE ASSOCIATED EXHAUST FANS (GENERAL EXHAUST SERVING MULTIPLE FLOORS RESPECTIVELY) SHALL RAMP DOWN PORTIONALLY VIA VARIABLE FREQUENCY DRIVE BASED ON THE PRESSURE TRANSDUCER IN THE ASSOCIATED MAIN EXHAUST RISERS LOCATED % DOWN THE EXHAUST RISER. HIGH STATIC SHUTDOWN: A HIGH LIMIT STATIC PRESSURE SENSOR BETWEEN THE SUPPLY FAN DISCHARGE AND THE FIRST DAMPER DOWNSTREAM OF THE SUPPLY FAN SHALL PREVENT OVER PRESSURIZATION OF THE SUPPLY DUCTWORK. IF THE DISCHARGE STATIC PRESSURE RISES ABOVE THE SETPOINT AS MEASURED BY HIGH STATIC LIMIT THE AIR HANDLER UNIT SHALL BE DE -ENERGIZED BY THE BCS SYSTEM & AN ALARM INITIATED. AIR HANDLER SHALL NOT BE ALLOWED TO RUN UNTIL AN OPERATOR MANUALLY RESETS THE SENSOR AT THE UNIT. LOW LIMIT STATIC PRESSURE SENSOR PS-2 O-I f-O G Cc C TS.3 Al IVFD W/ CONTROLLER V-1 AO CHWR NO CHWS DUCT SMOKE DETECTOR (IYP.) HIGH LIMIT STATIC PRESSURE SENSOR \ >t I P5.1 y EXISTING FIREISMOKE DAMPER(S) 0-1FINAL n FILTER T NC TS-4 DP DI DM-3 Al AI INTERLOCK W/ 0-7 WC AHU FIRE ALARM WIRED TO BCS RELAY SECONDARY COMM BUS STATIC PRESSURE SENSOR LOC. 213 DOWNSTREAM LONGEST RUN OR'S AI �-- 0O2 1 480/3/60 500VA STEP-DOWN TRANSFORMER MIN. BY CONTROLS CONTRACTOR TO FEED FIS L1 L2 L3 GND DAMPERS. PROVIDE RIB MODEL PSH500A-LVC OR EQUIVALENT WITH (5) VFD W/ SECONDARY FEEDS WITH 4 AMP 3-CONTACTOR BREAKER FOR EACH OUTPUT. BYPASS 7— �_ #16 MIN. (TYP) CPT _ _ 480V,10 — — — 24VAC 2AMP 4AMP BREAKER TO FIREISMOKE ® I 2 AMP (1YP) DAMPERS (MAX 5) AUTO BCS OF THAND 4 AMP TO FIREISMOKE R C1� DAMPERS(MAX5) R2 DO T TTo PUMP I 4 AMP 60 SEC. SAFETIES � I TO FIRE/SMOKE BYPASS DRIVE VFD RELAY R1 I DAMPERS (MAX 5) DRIVE71— C OLs DISC 4 AMP TDR DRIVE TO BCS TO FIREISMOKE BYPASS SAFETY SECONDARY i DAMPERS(MAX5) C2 BUS T i4AAMP TO FIREISMOKE C1 i DAMPERS(MAX5) } DI _ ADJ. CURRENT SWITCH L— DISCONNECT SWITCH W/ AHU SHUTDOWN SHALL OCCUR AUXILIARY CONTACT BY DURING BUILDING FIRE ALARM. ELEC CONTRACTOR IF F/S DAMPERS SHALL CLOSE REQUIRED AUTOMATICALLY WHEN AHU IS l J SHUTDOWN. VFD RELAYS FOR FIRE ALARM FAN SHUTDOWN AND FAN OR PUMP MOTOR DAMPER CLOSURE MUST BE LISTED FOR FIRE ALARM SERVICE. AHU VFD F/S DAMPER INTERLOCK 2 No Scale SAFETY CKTS MUST OPERATE IN HAND OR VFD MODE RS&H 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-58W Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 �LCi SOLUTIONS. ING fi ®Copyright 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 WM.tic-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 ����uurrrr 1_EE JOy .`�Qz . G•E•N N61 Q- .• SF •.• O 01. �'• No 71576 .• 2 _ A STATE OF 41/ 10 OR k N A 11111111 W1121 REVISIONS NO. DESCRIPTION DATE 2 ADDENDUM No.1 07.12.21 DATE ISSUED: 12/11/2019 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY. LLP PROJECT NUMBER: 50"253-000 0 2019 RS&H, INC. SHEET TITLE: DEDUCT ALTERNATE CONTROLS - HVAC SHEET ID: BLDG. ID M501 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 R" Cf`.AI F n 3" no 1' 4 110" Cr''Al C n R" 1' 9' /R" Cr.AI F 1' n 1R" 't' R' 1 /d" Rr..Al F A' n 9' d' R' 1 /R" RrAI F R' n in, bads "M �+Y�I �� I' I '•t :i. I At I.'gI::.Y"YI e'iY',I i. I. i III All '7 0 EXISTING SERVICE 11 SETS OF (4) 500KCMIL, MSB (65,000 AIC) 2771480V, 3-PHASE, 4W (59,738 SCA) "NW" 4000 AMPS 4000 ST NW.?ILSIG nAn 225 _ 1200 _ i 300 800 800 TSSGDP C3 (65,000 AIC' (6,661 SCA 30 2771480V, 3-PHASE, 4W 1200 AMPS 300 800 IN G 3 #3/0 EXISTING 75OKW GENERATOR 4 SETS OF (4) 500KCMIL, (1) 250KCMIL GND (AL) 31/2" C. (4#4/0 4 SETS OF (4) 500KCMIL., 3 SETS OF 3 SETS OF 500KCMIL., 3SETS OF 3 SETS OF 4 (1#4 GND (4) 400KCMIL, (1#2 GND (3) 350KCMIL, (3) 350KCMIL, () 2" C. �� (1j#2 GND (3) 350KCMIL, (3) 350KCMIL, 211 (1) 410 GND. 3 C. (1) #2(0 GND (1 j#2/0 GND 3" C. (1)#2/(I GND (1)#2/0 GND 3" C. 3" C. 3" C. 311 C. 3" C. 2NHA (65,000 AIC) (3) A, (34,475 SCA) (1 j#8 GND. 11/4" C. T-2NLA l,l -U 45KVA 480V 120/208V #4 (4) #2/0, (1 #4 GND. 2'C.1 HNDP (65,000 AIC) 150 (38,572 SCR) 84 2NLA 350 (10,000 AIC) (3,390 SCA) 2771480V, 3-PHASE, 4W 1200 AMPS 125- 125 ) 125 ) 125 (3) 500KCMIL, (4) #2, - (1) #1/0 GND. (1 #6 GND. 4" C. 1 1/4" C. T-2LNDP JJ 225KVA ' 480V- - L120/208V 00 1� 3 SETS OF _ - (4)300KCMIL, 1AHP 113HP 1CHP 2113HP (1) #2/0 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 E a, (5,959 SCA) 800 AMPS 800 125 j� 60/2P Q 3 A (4) #2, (3) #6, (1)#6 GND. (1) #10 GND, 1 IN, C. Inc. A uJ LAL ffrn 2ALP (22,000 AIC) (5,089 SCA) 8NOR 9NOR (10,000 AIC) (10,000 AIC) i Al 2LNDP LOAD SUMMARY EXISTING LOAD 108 KVA ADDED LOAD 7.0 KVA REMOVED 0.0 KVA TOTAL LOAD 115.0 KVA _7 138.3 AMP 1HLSDP (35,000 AIC (18,627 SCE 200 (4) #41 (1#3 GND. 1/2" C. 45 2HLS (3) #6 (35,000 AIC) (1�#10 GND. (11,698 SCA) 1" C. T-2LLS 75KVA 480V- 120/208V (4) #2, - (1#8 GND. 11/2" C. 2Q B3 SS 100 2LLS (10,000 AIC) (3,121 SCA) ATS-LE ATS-CB BWA65KAIPOLEC 65�CPOLE 480V,3P 480V,3P o (27766 SCA) (28779 SCA) (4) 500KCMIL., 3 SETS OF 3 SETS OF - (1#2 GND (3) 350KCMIL, (3) 350KCMIL, 3" C. (1)#M GND (1)#2/0 GND 3" C. 3c. 3"C. 1HEQDP 277/480V, 3-PHASE, 4W (65,000 AIC) 277/480V, 3-PHASE, 4W (65,000 AIC) 400 AMPS (33,186 SCA) 800 AMPS (33,186 SCA) 350 ) 125 ) 200 3HLS (3) 500KCMIL, (4) #1, 2LCBDP LOAD SUMMARY EXISTING LOAD 183 KVA ADDED LOAD 12.0 KVA REMOVED 0.0 KVA TOTAL LOAD 195.0 KVA 234.5 AMP (1) #110 GND. (1)#4 GND. 4" C. 1/2" C. T-2LCBDP 225KVA 480V- 120/208V #210 3 SETS OF - (4) 300KCMIL, (1) #2/0 GND. 3" C 2LCBDP (25,000 AIC) 120l208V, 3-PHASE, 4W (5,889 SCA) 800 AMPS 800 ) CURRENT IN AMPERES 1000 1NLOP-MCB SQUARE D PowerPact L-Frame, 3;35 - 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 1.5 - 12 x In) 12 (4800A) Ii (1.5 - i' - - I i _ 2LNDP-CBI SQUARE D QO, 1-Pole - J . InterruptingRating 10.0 kA Frame/Rating 60.0 A Trip 60.0 A Settings Phase Fixed (730-6, 60A) 10 - m - - - - - - T-8NOR - - r ;r m 0 YA 9.0 kVA - - - - --- -_ Q i z - - 800 r) BNOR-CB 1 SQUARE 1 D QO, 1-Pale lnterruptingRating 10.0 kA F' Frame/Rating 20.0 A Trip 20.0 A Settings Phase f✓, Fixed (730-3) l 1j _ _ y Inr 0.10 _ - - ' - - - ff 0.01 0.5 1 10 100 1K 10K 119469 -TYPICAL OR PANEL.tcc Ref. Voltage: 208V Current in Amps x ATS-EQ 800A,3POLE 65KAIC 480V,3P (28779 SCA) (1 #3 GND. B SS / ;1 1/2 C. �_/ 45 1HCB 2HEQ (65,000 AIC) (35,000 AIC) (25,041 SCA) (3) #6, (11,698 SCA) (1)#10 GND. 1" C. T-2LEQ 75KVA rrxn 480V- 120/208V ( 60I2P O A A (3) #6, (1) #10 GND, Inc. (3) #6, (1) #10 GND, Inc. 8CBOR 9CBOR 0 (10,000 AIC) (10,000 AIC) 2 A PARTIAL ELECTRICAL ONE -LINE DIAGRAM (WEST SE Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 'AllRr'AI F n F° 1' 4 1 r�91 cr^ n 1 � n an 1' 9' (4) #2, (1)#8 GND. 1 1/2" C. 100 2LEQ (10,000 AIC) (3,121 SCA) RVICE VAN' RrA l P '2' n 1 R" 4' AN 277/480V, 3-PHASE, 4W 800 AMPS ONE -LINE DIAGRAM GENERAL NOTES: 1. BREAKER TYPES INDICATED NEXT TO EACH BREAKER ARE BASED UPON SQUARE D ELECTRICAL EQUIPMENT. ONE -LINE DIAGRAM NOTES: PANELBOARD AFFECTED BY SCOPE OF WORK. PROVIDE CIRCUIT BREAKER AND WIRE SIZE AS RECOMMENDED BY SURGE PROTECTIVE t `! DEVICE MANUFACTURER, MINIMIZE LEAD LENGTH AND TWIST LEADS IN CONDUIT. PROVIDE NEW SURGE PROTECTIVE DEVICE. Q PROVIDE NEW CIRCUIT BREAKER IN EXISTING PANELBOARD SIZE AS INDICATED. O PROVIDE NEW PANELBOARD AS INDICATED. REFER TO PANEL SCHEDULES FOR MORE INFORMATION, 1!d" CC AI F AN n 9' AN AN 1/R" CrAI F Al n AN R' 1Fi' IL 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 Wopmght 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.teenginears.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 V11111111r;q$,�0? 1.{ E Rt jt fr°I01 10 No 66504 i it = 3 STATE OF ° 44/ Q(V REVISIONS NO. DESCRIPTION DATE 2 ADDENDUM No.1 07.12.21 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 00 2019 RS&H, INC. SHEET TITLE: ELECTRICAL ONE -LINE DIAGRAM 11� PROJECT STATUS: CONSTRUCTION DOCUMENTS Z J 4 5 1 C B O O 4L 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 ,,"TLC1 ENGINEERING S0LUT10N S. Mpyri# 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando,. FL 32801 www.tic-engineers.com P 407.841.9050 TLC No.:I IW9 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 / , / e �'t1lFilllll e'er No 66504 it .. ;-10: 1 '. S TAT E OF ; 4/ .Coe,\ i ON % 1 KEY PLAN - LEVEL 2 & T SCALE: N.T.S. TRUE PROJECT NORTH NORTH REVISIONS NO. DESCRIPTION DATE 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: OVERALL PLAN - ELECTRICAL SHEET ID: BLDG.. ID El 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 A" Cr'Al F n A" W 1' 4 1111)" crier 9: n F" 1' 41A" Cr"M 1= 4' n 1 fR" -Al rn' 1/d" Cr.AI F d' n /' d' A' 11A" Sr.AI F A' n d' A. 1 F' .1 1 L 1 3 1 4 9 B A N DEMOLITION PLAN - POWER SCALE: 1/4" =1'-0" 191 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. ELECTRICAL DEMOLITION PLAN NOTES (CODED NOTES) 1 UNLESS OTHERWISE NOTED, ALL EQUIPMENT, WIRING DEVICES, LIGHT FIXTURES, CONDUIT AND WIRES IN THIS PROJECT AREA SHALL BE REMOVED BACK TO THE SOURCE. CONTRACTOR SHALL INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 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 Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TLC ENGINEERING �. S0LUT10N Mpydght2419 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 Christopher V. O'Hara, P. E. Florida License #66504 O?HER N�1y di ` 0 ;9 NO 66504 r * r i G•.STATE OF .•• <U� REVISIONS NO, DESCRIPTION DATE 2 T ADDENDUM No.1 07.12.21 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: DEMOLITION PLAN - ELECTRICAL isam Inowk El 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright m 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the .A" Rr..AI F n 3" R" 1' 1 411" QfAI G n 5' '3/R" Rr'AI F q1 n JR" 'Al a' 1/A" Rr'AI F A' n 91A' R' 1/R" Rr'.AI F R' n Al R' 1 R' 1 3 4 r d U 0 C B A 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: 208V/120V X 48OV/277V 24OV/120V C N K O T T Identification Load Trip Poles E N S O 1 3NOR 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 8NOR 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: 116.6 iVA 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 O T T Identification Load Trip Poles E N S O 1 CYSTO LIGHTS 1.0 20 A 1 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 4 16CBOR 15.0 100 A 3 10 2CBOR 15.0 100 A 3 11 1 CBOR 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 I�VA 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% 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. An 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. ELECTRICAL PLAN NOTES (CODED NOTES) 1 PROVIDE 120V,10 CRITICAL BRANCH CONNECTION TO THE O.F.C.I. SCRUB SINK.. 2 PROVIDE 120V,10 LIFE SAFETY BRANCH CONNECTION TO AUTOMATIC DOOR. PROVIDE ALL WIRING, CONDUIT AND NECESSARY CONNECTIONS TO DOOR HARDWARE. COORDINATE FINAL LOCATIONS OF DOOR PUSH BUTTONS WITH ARCHITECT AND DOOR INSTALLER PRIOR TO ROUGH -IN. PROVIDE BRANCH CIRCUIT WITH LOCAL DISCONNECTING MEANS, I.E. TOGGLE SWITCH, PRIOR TO CONNECTION TO DOOR HARDWARE. TOGGLE SWITCH IS TO BE LOCATED AT THE DOOR ASSEMBLY ABOVE THE NEAREST ACCESSIBLE CEILING, 3 PROVIDE 120V,10 LIFE SAFETY BRANCH CONNECTION TO PRESSURE MONITOR. VERIFY EXACT LOCATION IN FIELD WITH DIVISION 22. MAINTAIN PROPER SEPARATION OF ALL CLASS I AND CLASS II WIRING PER INSTALLATION REQUIREMENTS UNDER NATIONAL ELECTRICAL CODE SECTION #725. 4 PROVIDE 120V,10 EQUIPMENT BRANCH CONNECTION TO DIVISION 23 PROVIDED DDC CONTROL PANEL, COORDINATE EXACT ROUGH -IN REQUIREMENTS WITH DIVISION 23. 5 PROVIDE JUNCTION BOX AND 1" CONDUIT FROM WALL TO BOOM FOR DAVINCI EQUIPMENT. COORDINATE EXACT LOCATION OF ALL BOXES AND CONDUITS WITH VENDOR PRIOR TO ROUGH -IN. N NEW CONSTUCTION PLAN - POWER SCALE: 1/4" =1'-0" Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the 11IfiRAI F n 1 1111191 er^A I = n r" 1' 2' I1a" Cr`Ai I✓ q1 In 1 An q' Al 1 /d" .Rr..Al F d' n i' A' At A KEY PLAN - LEVEL 2 0 T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 11R" Cr:A1 F R' n d' R. 1 R' 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 7TL0ENGINEERING S O L U T I O N S. @4yri9ht 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.tic-engineers.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 O?HER !i ,I 0, G: No 66504 9 O:• STATE OF :� /©N4% REVISIONS NO. DESCRIPTION DATE 2 ADDENDUM No.1 07.12.21 1 AHCA COMMENTS 01,08.20 DATE ISSUED: 12111/2019 REVIEWED BY: CVO DRAWN BY: MHA DESIGNED BY: MHA PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - POWER & SYSTEMS SHEET ID: E103 PROJECT STATUS: CONSTRUCTION DOCUMENTS _., ��.��n�- -... e.r,.. _ . i _. E __ �:�.:,._��,� ui I 913� i II � I i : I i i , i i : J ..�:6 �. I � � �. .: i �:i:.. _ r• ._,t,;. �� _��:ieVt�. � Ids a '. ��iWl�llll�d.l6�sE.i:� ! , Bpi_a�liNsi�lih��ui�il�Giu.°1�_id�lNii$�iN�[I4ii�lii91 � L•O1 rn R 0 N S t a m N rn J 7 t3 m a �n In CV N O N Z i d 4 0 N f� N N R 8 (9) 10 11 0 C 0 S - ---- B2 -- - - B3 - ------ B N NEW CONSTUCTI N PLAN - LIGHTING SCALE: 1/4" =1'-0" i i A I 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 SCALE: N.T.S. TRUE PROJECT NORTH NORTH Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the �" c�ai F n �" F" 4 411" crrA l � n �� �� VAN' cr_Ai F �� n 1 Q" z' �� 1 /A" Gr.AI F A' n �� A' R' 1 /R" Rr`.AI F R' n A' 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 ,jjZ�� ENGINEERING ,,,SOLUT1ON @C0Pyd9ht 2D19 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.t"ngineers.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: No 66504 •'� i � r ' STATE OF ORX 1/0 i REVISIONS NO. DESCRIPTION DATE 2 ADDENDUM No.1 07.12.21 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 - LIGHTING SHEET ID: BLDG. ID E203 PROJECT STATUS: CONSTRUCTION DOCUMENTS iFN 1 3 4 a o- R s 2 a co N N N N fD] L Name: 8CBOR DESIGN SELECTION: SQUARE 'D' DUPLEX ISOLATION PANEL (NEW 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: SCRUB 281 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 O 1 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 2 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 3 SPARE 0.0 kVA 20 A 2 4 RECEPTACLE OR 8 RM 279 0.2 kVA 20 A 2 5 SPARE 0.0 kVA 20 A 2 6 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 7 BOOM BRAKE OR 8 RM 279 0.4 kVA 20 A 2 8 EXAM LIGHT OR 8 RM 279 0.4 kVA 20 A 2 9 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 10 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 11 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 12 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 13 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 14 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 15 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 16 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 Total Connected Load: 5.1 CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 4.3 kVA 100.00% 4.3 kVA Total Connected Load: 5.1 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 5.1 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 43 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.8 kVA 100.00% 0.8 kVA Elevator 0.0 kVA 0.00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00% 0.0 kVA Kitchen Equipment -Non-Dwelling Unit 0.0 kVA 0.00% 0.0 kVA Notes: MAIN BREAKER: AMPS POLE 3 PHASE MAIN LUGS: 225 AMPS _ 4 WIRE K.A.I.C.: 18 AMPS X 208V/120V SURFACE MTD: X 480V/277V FLUSH MTD: 24OV/120V Name: 2FLP (EXISTING NORMAL BRANCH) Project Name: AH ZEPHYRHILLS Project Number: 119469 Fed From: Location: N TT C Load Name Trip Poles A B C Poles Trip Load Name C T N T 1 RECEPTACLES CORRIDOR 253... 20 A 1 0.5 0.7 " : "' 1 20 A RECEPTACLES CORRIDOR 285... 2 1 3 RECEPTACLE 20 A 1 0.8 0.9 1 20 A HEAT SUPPLY RM 290 EXIST 4 5 RECEPTACLES S-E UP. RM 284... 20 A 1 :. :.. :", :.. ,_ 0.4 0.3 1 20 A RECEPTACLES CORRIDOR 271... 6 7 SUB STERILE RM 274 EXIT 20 A 1 0.5 0.0 - -- SPACE 8 9 SUB STERILE RMS 281, 282 W A 1 1.1 OA 1 ISPACE 10 11 RECEPTACLE 20 A 1 0.2 0.0 -- -- SPACE 12 13 SPACE -- -- 0.0 0.0� -- -- SPACE 14 15 SPACE -- -- 0.0 0.0 -- -- SPACE 16 17 SPACE -- -- m 0.0 0.0 -- -- SPACE 18 19 SPACE - -- 0.0 0.0 -- -- SPACE 20 21 SPACE -- - �, „� 0.0 0.0 0.0 -- -- SPACE 22 23 SPACE -- - �;; ' , . '' - 0.0 0.0 1 SPACE 24 25 SPACE -- -- 0.0 0.0 .:"s ......' .. -- -- SPACE 26 27 SPACE -- -- 0.0 0.0 -- -- SPACE 28 29 SPACE -- - 0.0 0.0 -- -- SPACE 30 31 SPACE -- -- 0.0 0.0 -- -- SPACE 32 33 SPACE -- -- _ 0.0 0.0 -- -- SPACE 34 35 SPACE -- -- 0.0 0.0 -- - SPACE 36 37 SPACE -- -- 0.0 0.0 v. - -- SPACE 138 39 SPACE-- -- 0.0 0.0 " -- - SPACE 40 41 SPACE -- -- �..... _ 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 1,8 kVA 2.8 kVA 0.9 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 1.0 kVA 100.00% 1.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 415 kVA 100.00% 4.5 kVA 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. SPARE LOAD IS EXISTING LAOD TAKEN FROM EXISTING DRAWINGS. Total Connected Load: 5.5 kVA Total Demand Load: 5.5 kVA Demand Amps: 15 A A Name: 8NOR DESIGN SELECTION: SQUARE 'D' DUPLEX ISOLATION PANEL (NEW NORMAL BRANCH) 10 KVA ISOLATION TRANSFORMER Project Name: AH ZEPHYRHILLS 208V, 1 PHASE PRIMARY Project Number: 119469 120V, 1 PHASE SECONDARY Fed From: 2LNDP 60A, 2P MAIN CIRCUIT BREAKER Location: SCRUB 281 20A, 2P BRANCH CIRCUIT BREAKERS 10KAIC RATING FLUSH MOUNTED, STAINLESS STEEL TRIM C N g O T T Identification Load Trip Poles E N S O 1 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 2 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 3 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 4 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 5 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 6 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 7 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 8 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 9 1 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 10 1 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 11 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 12 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 13 SPARE 0.0 kVA 20 A 2 14 SPARE 0.0 kVA 20 A 2 15 SPARE 0.0 kVA 20 A 2 16 1 SPARE 0.0 kVA 20 A 2 Total Connected Load: 4.5 CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 4.5 kVA 100.00% 4.5 kVA Total Connected Load: 4.5 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 4.5 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 38 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: ANELBOARD MAIN BREAKER: AMPS POLE 3 PHASE MAIN LUGS: 225 AMPS _ 4 WIRE K.A.I.C.: 10 AMPS X 208V/120V SURFACE MTD: X 48OV/277V FLUSH MTD: 24OV/120V Name: 2FLCB (EXISTING CRITICAL BRANCH) Project Name: AH ZEPHYRHILLS Project Number: 119469 Fed From: Location: N T C T Load Name Trip Poles A B C Poles Trip Load Name C T N T 1 1 RECEPTACLE 20 A 1 0.2 0.5 " 1 20 A SURGICAL LT CVOR-1 (EXI 2 3 SURGICAL LT OR #6(EXIST) 20 A 1 0.5 1.0 1 20 A SURGICAL LT CVOR-1(EXIST) 4 5 SURGICAL LT OR #fi(EXIST) 20 A 1 1.0 0.5 1 20 A SURGICAL LT CVOR-2(EXIST) 6 7 SURGICAL LT OR #3 EXIST 20 A 1 0.5 1.0 1 20 A SURGICAL LT CVOR-2 XIS 8 9 SURGICAL LT OR #3 EXIS 20 A 1 1.0 0.5 1 20 A SURGICAL LTS OR#1 EXIS 10 11 SURGICAL LT OR #2 (EXIST)20 A 1 _. 0.5 1.0 1 20 A SURGICAL LTS OR#1 (EXIST)12 13 SURGICAL LT OR #2 XIS 20 A 1 1.0 1.0 1 20 A SURGICAL LT OR #9 RM 283 14 15 SURGICAL LT OR #8 RM 279 20 A 1 1.0 1.0 1 20 A SURGICAL LT OR #9 RM 283 16 17 SURGICAL LT OR #8 RM 279 20 A 1 1.0 0.5 1 20 A SURGICAL LT OR #9 RM 283 18 19 SURGICAL LT OR #8 RM 279 20 A 1 0.5 0.0 -- -- SPACE 20 1,21 RECEPTACLE 20A 1 t t . . ,w, 0.0 0.0 -- -- SPACE 22 1 23 RECEPTACLE 20 A 1 " . > a , . <.... ..es 0.0 0.0 -- -- SPACE 24 25 SPACE -- -- 0.0 0.0 " ; ," . ; -- -- SPACE 26 27 SPACE -- -- 0.0 0.0 -- -- SPACE 28 29 SPACE -- -- = 0 0 0 0 -- -- SPACE 30 31 SPACE -- -- 0.0 0.0 -- -- SPACE 32 33 SPACE -- - 0.0 0.0 -- -- SPACE 34 35 SURGICAL LT OR #5(EXIST) 20 A 1 0.5 0.0 -- -- SPACE 36 37 SURGICAL LT OR #5 EXIST 20 A 1 l A 0.0 -- -- SPACE 38 39 SURGICAL LT OR #4 S 20 A 1 0.5 0.0 -- -- SPACE 40 41 SURGICAL LT OR #4 XIS 20 A 1 :: 1.0 0.0 1 ISPACE 42 Phase Connected Load: 5.5 kVA 5.3 kVA 5.8 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 0.2 kVA 100.00% 0.2 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 1 0.0 kVA 16.3 kVA 100.00% 16.3 kVA 0.0 kVA 0.00% 0.0 kVA 0A 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: 16.5 kVA Total Demand Load: 16.5 kVA Demand Amps: 46 A PANELBOARD MAIN BREAKER: 225 AMPS POLE 3 PHASE MAIN LUGS: 125 AMPS _ 4 WIRE K.A.I.C.: 65 AMPS 208V/120V SURFACE MTD: X X 48OV/277V FLUSH MTD: 240V1120V Name: 2AHP (NORMAL BRANCH) Project Name: AH ZEPHYRHILLS Project Number: 119469 Fed From: Location: N1,1 TT Load Name Trip Poles A B C Poles Trip Load Name C T N o 1 LIGHTS XIS 20 A 1 3.8 0.6 3 20 A EF-26 2 3 LIGHTS EXIST 20 A 1 3.0 0.6 -- -- -- 4 5 LIGHTS XIS 20 A 1 3.0 0.6 - -- -- 6 7 LIGHTS OR s #5 and #6 (EXIST)20 A 1 3.0 0.0 -- -- SPACE 8 9 LIGHTS OR s #3 and #4 (EXIST)20 A 1 3.0 0.0 SPACE 10 11 LIGHTS Own 20A 1 0.7 0.0 - -- SPACE 12 13 LIGHTS OR. OR s #8,#9 RM 279.283 20 A 1 1.2 0.0 -- -- SPACE 14 1 15 LIGHTING - OR 8 & 9 20 A 1 0.$ 0.0 "' - -- SPACE 16 17 SPACE 19 SPACE -- -- 0.0 0.0 _.. -. .' � SPACE 20 21 SPACE -- -- 0.0 0.0 -- -- SPACE 22 23 SPACE -- -- 0.0 0.0 1 SPACE 24 25 SPACE -- -- 0.0 0.0 ;4 -- -- SPACE 26 27 SPACE -- -- 0.0 0.0 > , -- -- SPACE 28 29 SPACE -- - - .. 0.0 0.0 -- -- SPACE 30 31 SPACE -- -- 0.0 0.0 = _.. , ,- -- - SPACE 32 33 SPACE -- -- " . = = 0.0 0.0 -- -- SPACE 34 35 SPACE -- -- 0.0 0.0 - -- SPACE 36 37 SPACE - -- 0.0 0.0, SPACE 38 39 SPACE -- -- 0.0 0.0 -- -- SPACE 40 41 SPACE -- -- �' - , , z ° , 0.0 0.0 -- -- SPACE 42 Phase Connected Load: 8.6 kVA 7.4 kVA 4.3 kVA Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit CONN. LOAD... DEMAND FACTOR DEMAND LOAD... 0.8 kVA 40.00% 0.3 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 19.5 kVA 100.00% 19.5 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 DRAWINGS. P Total Connected Load: 20.3 kVA Total Demand Load: 19.8 kVA Demand Amps: 24 A Name: 2HCB (EXISTING CRITICAL BRANCH) MAIN BREAKER: AMPS _POLE 3 PHASE Project Name: AH ZEPHYRHILLS MAIN LUGS: 300 AMPS 4 WIRE Project Number: 119469 K.A.I.C.: 65 AMPS 208V/120V Fed From: SURFACE MTD: X X 48OV/277V Location: FLUSH MTD: 24OV/120V N O T C K T Load Name Trip Poles A B C Poles Trip Load Name 1 LIGHTS(EXIST) 20 A 1 3.9 12.8 2 80 A COMPACT CP-60 X-FMR OR #5... 3 LIGHTS(MST) 20 A 1 7777777 3.9 12.8-- 5 LIGHTS XIS 20 A 1 1.2 12.8 2 20 A CYSTO X-FMR OR #5 XIS 7 LIGHTS(EXIST) 20 A 1 0.4 12.8 -- -- -- 9 LIGHTS OR s #5 and #fi(EXIST) 20 A 1 3.0 2.7 1 20 A LIGHTS CV ICU(EXIST) 11 LIGHTS OR s #3 and #4 XIS 20 A 1 3.0 2.7 1 20 A LIGHTS RECOVERY S 13 LIGHTS OR s #1 and #2 XIS 20A 1 3.7 2.7T 4 1 20 A LIGHTS RECOVERY XIS C N K O T T 15 LIGHTS CVOR s #1 and #2 XIS 20 A 1,�,�,,. a°� 3.8 2.7 1 20 A LIGHTS PRE OP XIS 16 17 LIGHTS EXIST 20 A 1 ., , 2.7 2.7 1 20 A LIGHTS PRE -OP XIS 18 19 LIGHTS XIST 20 A 1 2.7 12.0 ._ , 3 70 A CYSTO OR #5 20 21 LIGHTS EXIST 20 A 1 2.7 12.0 -- -- -- 22 23 LIGHTS (EXIST)20 A 1 ,_, , 2.7 12.0 -- -- -- 24 25 LIGHTING OR 8 & 9 20A 1 0.8 1.3 1 20 A LIGHTS CRI OR s #8 & #9 RMS 279... 26 27 SPACE -- -- „ 0.0 0.0 -- -- SPACE 28 29 SPACE -- --=:=: 0.0 0.0 -- -- SPACE 30 31 SPACE -- - 0.0 0.0 - -- -- SPACE 32 33 SPACE -- -- 0.0 0.0 -- -- SPACE 34 35 SPACE -- -- 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 0.0a. , -- -- SPACE 38 39 SPACE -- -- 0 0 0 0 M -- -- SPACE 40 41 SPACE -- -- „; M � 0.0 0.0 - -- SPACE 1421 Phase Connected Load: 53.1 kVA 43.6 kVA 39.8 kVA Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit CONN. LOAD... DEMAND FACTOR DEMAND LOAD... 0.8 kVA 40.00 % 0.3 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 135.7 kVA 100.00% 135.7 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 DRAWINGS. Total Connected Load: 136.5 kVA Total Demand Load: 136.0 kVA Demand Amps: 164 A 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com RS&H FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 GB238 TLCENGINEERING SOLUTION ©Copylgm 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.te-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 %��,�0p H ER ♦♦1♦♦i� V: No 66504 ••'9 r ISO:. STATE OF •:40 ;� REVISIONS No. DESCRIPTION DATE 2 ADDENDUM No.1 07.12.21 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 E301 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 " firAl F n A. All 1' 1 41*7" errAI G n All 1' 9' q/R" CrAI F '2' n 1R" 'Al Al 1/A" CrAI F A' n 9' d' A' 1/R" SrAI F R' n 1 A, 'S U m d M r- LP N N O N Q W L 4 A i7 L A SYMBOL 1 1 ► Cq X N 44 W F1 S1 ELV wAP S1 ■ 'I MI 9 0 VOICE & DATA SYSTEM DESCRIPTION MOUNTING 2" ABOVE COUNTER OR BACK SPLASH X = MOUNTING (F)LUSH, (S)URFACE, (M)ODULAR FURNITURE ADAPTER (P)OLE, (R)ACEWAY, (D)OUBLE GANG FLUSH, (PD) PEDESTAL, (H)EADWALL N = # OF CAT 6 JACKS COMMUNICATIONS "INFORMATION OUTLET" MOUNTED AT RECEPTACLE HEIGHT UNLESS OTHERWISE NOTED, MODULE AND FACEPLATE DESCRIPTIONS, SEE DETAIL SHEETS. WALL TELEPHONE OUTLET. MOUNTED AT 52" ABOVE FINISHED FLOOR TO THE BOTTOM OF THE BOX. SEE DETAIL SHEETS. WALL TELEPHONE OUTLET FOR TELEPHONE ELEVATOR MACHINE ROOM. (S)URFACE MOUNTED AT 52" ABOVE FINISHED FLOOR. WIRELESS ACCESS POINT OUTLET. SEE DETAIL SHEETS FOR MOUNTING DETAILS. QUANTITY AND LOCATIONS ARE APPROXIMATE, CONTRACTOR TO COORDINATE WITH WLAN VENDOR ACTUAL QUANTITY AND LOCATIONS BASED ON SIGNAL SURVEY. SIGNAL SURVEY BY WLAN VENDOR. BISCUIT JACK OUTLET MOUNTED ABOVE CEILING. APPROXIMATE LOCATION OF CORNING ONE DAS ANTENNA, + 2 FEET, ANTENNA IS OWNER PROVIDED, STRUCTURED CABLING CONTRACTOR INSTALLED. APPROXIMATE LOCATION OF PUBLIC SAFETY LEGACY DAS ANTENNA, + 2 FEET, ANTENNA IS OWNER PROVIDED, STRUCTURED CABLING CONTRACTOR INSTALLED. COMBINED VOICE/DATA/POWER OUTLET IN POKE-THRU. CONDUIT, POKE-THRU AND POWER RECEPTACLE PROVIDED BY DN. 26. "N" IS THE NUMBER OF CAT 6 JACKS. COMBINED VOICE/DATA/AUDIONISUAUPOWER OUTLET IN POKE-THRU. CONDUIT, POKE-THRU AND POWER RECEPTACLE PROVIDED BY DIV. 26. "N" IS THE NUMBER OF CAT 6 JACKS, SEE AV DETAILS FOR AV CONNECTION REQUIREMENTS. TELEVISION OUTLET- FLUSH MOUNTED. (1) COAX RG-6AND (1) CAT6 UTP CABLE TO TELECOMM ROOM. ADJACENT DUPLEX RECEPTACLE BY ELECTRICAL CONTRACTOR. COORDINATE MOUNTING LOCATION WITH ARCHITECTURAL. TELEVISION OUTLET - CEILING MOUNTED. (1) COAX RG-6 AND (1) CAT6 UTP CABLE TO TELECOMM ROOM. ADJACENT DUPLEX RECEPTACLE BY ELECTRICAL CONTRACTOR. COORDINATE MOUNTING LOCATION WITH ARCHITECTURAL. 3/4" PLYWOOD BACKBOARD, BY DIVISION 26. F19F-1 T -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 OCEILING MOUNTED SPEAKER - X-Y X-Y: X DENOTES FLOOR Y DENOTES SUBZONE -� WALL MOUNTED SPEAKER - X-Y X-Y: X DENOTES FLOOR Y DENOTES SUBZONE VC CEILING SPEAKER VOLUME CONTROL NOTES: 1. AUDIO/VISUAL 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. TECHNOLOGY SYSTEMS SYMBOL LEGEND SECURITY SYSTEM SYMBOL DESCRIPTION FIX FIXED CCTV CAMERA DPS DOOR POSITION SWITCH CR CARD READER CK COMBINED CARD READER/KEYPAD KEYPAD EL ELECTRIC LATCH. EM ELECTRIC MORTISE LOCK ES ELECTRIC STRIKE. ML MAGNETIC LOCK DE DELAYED EGRESS DM DELAYED EGRESS MAGNETIC LOCK Fol DOOR RELEASE BUTTON O❑ REX OR ADA DOOR OPEN BUTTON 0DURESS BUTTON IS INTERCOM SUBSTATION WITH CAMERA MASTER INTERCOM STATION W/ LCD MONITOR & MI REMOTE DOOR RELEASE BUTTONS OR REQUEST TO EXIT MOTION SENSOR OASSOCIATED DOOR DETAIL REFERENCE MON CCTV MONITOR AUTO F AUTOMATIC DOOR OPERATOR BASIC MATERIALS SYMBOL DESCRIPTION OJUNCTION BOX �J FLOOR MOUNTED JUNCTION BOX <(J )) 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 - UNDERFLOOR - - - - - - 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 COMMUNICATIONS CABLE TRAY FOR HORIZONTAL CABLING. DIMENSIONS SHOWN ON DRAWINGS. [ ] RATED WALL PENETRATION SEE FLOOR PLAN AND DETAILS FOR QUANTITY AND TYPE. TECHNOLOGY NOTES I SECURITY NOTES 1. PRODUCTS SHALL BE OF MATERIALS THAT ARE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE I 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 SHALL 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 EIA/TIA 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 1. 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 THE OWNER AND ARCHITECT. 7. COORDINATE LOCATION OF ALL FIRE RATED PENETRATIONS PRIOR TO PROCEEDING WITH INSTALLATION. ALL PENETRATIONS THROUGH FIRE RATED BARRIERS SHALL BE 8. VERIFY AND COORDINATE THE LOCATION OF REQUIRED DIVISION 17 OUTLETS WITH OTHER TRADE COMPLETELY SEALED WITH APPROPRIATE FIRE STOP MATERIAL IN ACCORDANCE WITH DRAWINGS AND OWNER PROVIDED EQUIPMENT. VOICE/DATA OUTLETS SHALL BE ADJACENT TO AN NFPA AND FIRE AUTHORITY HAVING JURISDICTION. 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 g. ALL INTERCOM PRODUCTS SHALL BE LISTED BY A 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. 15, THE SYMBOL LEGEND SHOWN ON THIS SHEET ARE ALL INCLUSIVE, SYMBOLS INCLUDED IN THE SHEET DESCRIPTION ISSUED LEGENDS MAY OR MAY NOT BE USED IN THESE PROJECT DRAWINGS. Tool GENERAL INFO, LEGENDS & SHEET INDEX - TECHNOLOGY Yes 16. EACH VOICE/DATA OUTLET LOCATION SHOWN, SHALL HAVE A DOUBLE GANG OUTLET BOX WITH A T102 DEMOLITION PLAN - TECHNOLOGY Yes T103 NEW CONSTRUCTION PLAN - TECHNOLOGY Yes SINGLE GANG PLASTER RING AND (1) V CONDUIT STUBBED UP TO AN ACCESSIBLE LOCATION ABOVE T401 TECHNOLOGY - DETAILS Yes THE FINISHED CEILING. WORK BY ELECTRICAL CONTRACTOR (DIV. 26) SHALL BE PER SPECIFICATIONS 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)1" 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 VOICEIDATA 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 Ced. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 TING LC SOLUTION ®CopAN 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.tcengineers.com 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 �PHERj11`�� 0%% o V:- No 66504 9 * e :cr: %13 '. STATE OF .' L41� If/pN REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 12/11/2019 REVIEWED BY: CVO DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504-0253-000 a 2019 RS&H, INC. SHEET TITLE: GENERAL INFO, LEGENDS & SHEET INDEX- TECHNOLOGY SHEET ID: T001 N 00 Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. R° A" Sr..AI F n R" 1' 4 1!9" Qr Al 9= n R" 1' i' '3/R" Cf_AI F 4' n 1R" 4' R' 1 /R" RrAI F R' n d' R' 1 A, PROJECT STATUS: CONSTRUCTION DOCUMENTS L 3 4 a f7 l« M NEW CONSTUCTION PLAN - TECHNOLOGY SCALE: 1/4" =1'-0" A Copyright 0 2019, This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the " CC'AI F n R° 1' 4 4 sm1 comer n KEY PLAN - LEVEL 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH WAIT CC`Al F Q1 n 1 AR Q' R' 1 /A" AC'.AI F A' n 9' A' AN 1 /R" S`C`A1 l= R' n A' Al 1 Al 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000966 5620 * LCC000210 * GB238 TLC ENGINEERING ,A.jS O L U T 1 0 N� ®Copyright ZM 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 Christopher V. O'Hara, P.E. Florida License #66504 & H ERl V' No 66504 ••p -10 STATE OF .' Lt/ .0 0 •• P,.• I REVISIONS NO. DESCRIPTION DATE 2 ADDENDUM No.1 07.12.21 DATE ISSUED: 12/11/2019 REVIEWED BY: CVO DRAWN BY: MBR DESIGNED BY: JTA PROJECT NUMBER: 504-0253-000 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - TECHNOLOGY SHEET ID: T103 PROJECT STATUS: CONSTRUCTION DOCUMENTS T !V N T Q r M N 62 W m Z F-- z W :3 U a U Y. 2 IL LO N La ff N T' H r to 0 cz r CV W In g Z m F- Ci uj 12 O w n W LL w 0 O C3 H Z W J 0 r-� expressed wrmen consent of this corporation is prohibited. All rights reserved. expressed written consent of this corporation is prohibited. All rights reserved. expressed written consent of this corporation is prohibited. All rights reserved, IL expressed written consent of this corporation is prohibited. All rights reserved. expressed written consent of this corporation is prohibited. All rights reserved. 2 3 4 5 C A co N N O N Name: 8CBOR DESIGN SELECTION: SQUARE'D' DUPLEX ISOLATION PANEL (NEW CRITICAL BRANCH) 10 KVA ISOLATION TRANSFORMER Project Name: AH ZEPHYRHILLS 208V, 1 PHASE PRIMARY Project Number: 119469 120V, 1 PHASE SECONDARY zj� Fed From: 2LCBDP 60A, 2P MAIN CIRCUIT BREAKER Location: SCRUB 281 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 O 1 RECEPTACLE OR 8 RM 279 0.4 kVA 20A 2 0.4 kVA 20 A 2 5 3 EXAM LIGHT OR 8 RM 279 0.2 kVA 20 A 2 0.2 kVA 20 A 2 5 RECEPTACLE OR 8 RM 279 0.4 kVA 20A 2 0.4 kVA 20 A 2 7 BOOM BRAKE OR 8 RM 279 0.4 kVA 20 A 2 8 EXAM LIGHT OR 8 RM 279 0.2 kVA 20A 2 9 RECEPTACLE OR 8 RM 279 0.4 kVA 20A 2 10 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 11 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 12 RECEPTACLE OR 8 RM 279 0.4 kVA 20A 2 13 RECEPTACLE OR 8 RM 279 0.4 kVA 20A 2 14 RECEPTACLE OR 8 RM 279 0.4 kVA 20A 2 15 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 16 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 Total Connected Load: 5.5 CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.000/0 0.0 kVA Receptacle 4.7 kVA 100.00% 4.7 kVA Total Connected Load: 5.5 kVA Motor 0.0 kVA 0.000/0 0.0 kVA Total Demand Load: 5.5 kVA Heating 0.0 kVA 0.00%0.0 kVA Total Demand Amps: 46 A Cooling 0.0 kVA 0.00% 0.0 kVA Other 0.8 kVA 100.00% 0.8 kVA Elevator 0.0 kVA 0,00% 0.0 kVA Spare 0.0 kVA 0.00% 0.0 kVA X-Ray 0.0 kVA 0.00%0.0 kVA Kitchen Equipment - Non -Dwelling Unit 0.0 kVA 0.00%0.0 kVA Notes: EXISTING PANELBOARD MAIN BREAKER: AMPS POLE 3 PHASE MAIN LUGS: 225 AMPS 4 WIRE K,A.I.C.: 18 AMPS X 208VI120V SURFACE MTD: X 48OV/277V FLUSH MTD: 24OV1120V Name: 2FLP (EXISTING NORMAL BRANCH) Project Name: AH ZEPHYRHILLS Project Number: 119469 Fed From: Location: N T C T K Load Name Trip Poles A B C Poles Trip Load Name E... T 1 RECEPTACLES CORRIDOR 253 (EXIST) 20 A 1 0.5 0.7 1 20A RECEPTACLES CORRIDOR 285 1 3 RECEPTACLE 20 A -A 1 0.8 0.9 1 20A HEAT SUPPLY RM 290 (EXIST) 5 RECEPTACLES S-EQUP. RM 284... 20 1 0.4 0.3 1 1 20A RECEPTACLES CORRIDOR 271 7 SUB STERILE RM 274 (EXIT) 20 A 1 0.5 0.0 -- -- SPACE 9 SUB STERILE RMS 281, 282 20A 1 1.1 0.0 -- -- SPACE C N K O T T E... 11 RECEPTACLE 20 A 1 0.2 0.0 -- -- SPACE 12 13 SPACE -- 0.0 0.0 -- -- SPACE 14 15 SPACE -- -- 0.0 0.0 -- -- SPACE 16 17 SPACE -- - 0.0 0.0 -- -- SPACE 18 19 SPACE -- - 0.0 0.0 .. -- -- SPACE 20 U SPACE -- - 0.0 0.0 -- -- SPACE 22 23 SPACE -- -- ' . ; -°° n 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 -- QO 0.0 -- -- SPACE 34 35 SPACE -- - , 0.0 0.0 -- -- SPACE 36 37 SPACE -- -- 0.0 0.0 -- -- SPACE 3$ 39 SPACE -- -- 0.0 0.0 -- -- SPACE 40 41 SPACE -- - 77 0.0 0.0 - -- SPACE 142 Phase Connected Load: 1.8 kVA 2.8 kVA 0.9 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 1.0 kVA 100.00% 1.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0,00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 4.5 kVA 100.00% 4.5 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. LOAD IS EXISTING LAOD TAKEN FROM EXISTING DRAWINGS. Total Connected Load: 5.5 kVA Total Demand Load: 5.5 kVA Demand Amps: 15 A 2. SPARE A Name: 8NOR DESIGN SELECTION: SQUARE'D' DUPLEX ISOLATION PANEL (NEW NORMAL BRANCH) 10 KVA ISOLATION TRANSFORMER Project Name: AH ZEPHYRHILLS 208V, 1 PHASE PRIMARY Project Number: 119469 120V, 1 PHASE SECONDARY Fed From: 2LNDP 60A, 2P MAIN CIRCUIT BREAKER Location: SCRUB 281 20A, 2P BRANCH CIRCUIT BREAKERS 1OKAIC RATING FLUSH MOUNTED, STAINLESS STEEL TRIM C N K O T T Identification Load Trip Poles E N S O 1 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 2 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 3 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 4 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 5 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 6 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 7 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 8 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 9 RECEPTACLE OR 8 RM 279 0.4 kVA 20 A 2 R 8 RM 279 0.4 kVA 20 A 2 11 SPARE 0.0 kVA 20 A 2 12 SPARE 0.0 kVA 20 A 2 5 0.0 kVA 20 A 2 14 SPARE 0.0 kVA 20 A 2 15 SPARE 0.0 kVA 20 A 2 16 SPARE 0.0 kVA 20 A 2 Total Connected Load: 3.7 CONN. DEMAND DEMAND LOAD... FACTOR LOAD... Lighting - Hospital 0.0 kVA 0.00% 0.0 kVA Receptacle 3.7 kVA 100.00% 3.7 kVA Total Connected Load: 3.7 kVA Motor 0.0 kVA 0.00% 0.0 kVA Total Demand Load: 3.7 kVA Heating 0.0 kVA 0.00% 0.0 kVA Total Demand Amps: 31 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: NG P Name: 2FLCB (EXISTING CRITICAL BRANCH) MAIN BREAKER: AMPS POLE 3 PHASE Project Name: AH ZEPHYRHILLS MAIN LUGS: 225 AMPS 4 WIRE Project Number: 119469 K.A.I.C.: 10 AMPS X 208V/120V Fed From: SURFACE MTD: X 48OV/277V Location: FLUSH MTD: 240V/120V N C T K Load Name Trip Poles A B C Poles Trip Load Name E.. T 1 1 RECEPTACLE 20A 1 0.2 0.5 1 20 A SURGICAL LT CVOR-1 (EXIS' C N K O T T'' E... 3 SURGICAL LT OR #6 (EXIST) 20A 1 0.5 1.0 1 20 A SURGICAL LT CVOR-1 (EXIST) 41 1 5 SURGICAL LT OR #6 (EXIST) 20A 1 1.0 0.5 1 1 20 A SURGICAL LT CVOR-2 (EXIST) 6 7 SURGICAL LT OR #3 EXIST 20A 1 0.5 1.0 1 20A SURGICAL LT CVOR-2 (EXIST) 8 9 SURGICAL LT OR #3 (EXIST) 20A 1 1.0 0.5 1 20 A SURGICAL LTS OR#1 (EXIST) 10 11 SURGICAL LT OR #2 (EXIS 20 A 1 0.5 1.0 1 20 A SURGICAL LTS OR#1 (EXIST) 12 13 SURGICAL LT OR #2 (EXIST) 20A 1 1.0 1.0 1 20 A SURGICAL LT OR #9 RM 283 14 15 SURGICAL LT OR #8 RM 279 20A 1 1.0 1.0 1 20 A SURGICAL LT OR #9 RM 283 16 17 SURGICAL LT OR #8 RM 279 20A 1 1.0 0.5 1 20 A SURGICAL LT OR #9 RM 283 18 19 SURGICAL LT OR #8 RM 279 20A 1 0.5 0.0 -- -- SPACE 20 1 21 RECEPTACLE 20A 1. ':; : ~' 0.0 0.0 -- -- SPACE 22 1 23 RECEPTACLE 20A 1 0.0 0.0 -- -- SPACE 24 25 SPACE -- -- 0.0 0.0 -- -- SPACE 26 27 SPACE -- - 0.0 0.0 ; << , -- - SPACE 28 29 SPACE -- - 0.0 0.0 -- -- SPACE 30 31 SPACE -- - 0.0 0.0 -- SPACE 32 33 SPACE -- - ;:: 0.0 0.0 -- -- SPACE 34 35 SURGICAL LT OR #5 (EXIST) 20A 1 _ . ;=, ; . ;_ 0.5 0.0 -- -- SPACE 36 37 SURGICAL LT OR #5 (EXIST) 20A 1 1.0 0.0 -- -- SPACE 38 39 SURGICAL LT OR #4 (EXIST) 20A 1 0.5 0.0 -- -- SPACE 40 41 SURGICAL LT OR #4 (EXIST) 20A 1 1.0 0.0 -- -- SPACE 42 Phase Connected Load: 5.5 kVA 5.3 kVA 5.8 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 0.2 kVA 100.00% 0.2 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 16.3 kVA 100.00% 16.3 kVA 0.0 kVA 0.000/0 0.0 kVA 0.0 kVA 0.00% 0.0 kVA Notes: 1. UTILIZE EXISTING PANELBOARD SPACE FOR NEW LOAD. LOAD IS EXISTING LOAD TAKEN FROM EXISTING DRAWINGS. Total Connected Load: 16.5 kVA Total Demand Load: 16.5 kVA Demand Amps: 46 A 2. SPARE Name: 2AHP (NORMAL BRANCH) MAIN BREAKER: 225 AMPS POLE 3 PHASE Project Name: AH ZEPHYRHILLS MAIN LUGS: 125 AMPS 4 WIRE Project Number: 119469 K.A.I.C.: 65 AMPS 208V/120V Fed From: SURFACE MTD: X X 48OV1277V Location: FLUSH MTD: 24OV1120V N C C N T K Load Name Trip Poles A B C Poles Trip Load Name K T E... T T E... 1 LIGHTS (EXIST) 20 A 1 3.8 0.6 3 20 A EF-26 2 3 LIGHTS EXIST 20 A 1 0 6 -- -- -- 4 5 LIGHTS (EXIST) 20 A 1 !ffiffii3.0 3.0 0.6 -- -- I -- 6 t 7 LIGHTS OR s #5 and #6 (EXIST) 20, A 1 3.0 0.0 -- -- SPACE 8 9 LIGHTS OR s #3 and #4 (EXIST) 20A 1 3. 0 0.0 -- -- SPACE 10 11 LIGHTS (EXIST) 20A 1 0.7 0.0 -- -- SPACE 12 13 LIGHTS (NOR.) OR s #8,#9 RM 279.283 20 A 1 1.2 0.0 -- -- SPACE 14 1 15 LIGHTING - OR 8 & 9 20A 1 0.8 0.0 -- -- SPACE 16 17 SPACE -- - 0.0 0.0 -- -- SPACE 18 19 SPACE -- -- 0.0 0.0 -- -- SPACE 20 21 SPACE 0.0 0 0 n >` _ SPACE 22 23 SPACE -- ". 00 0.0 -- -- SPACE 24 25 SPACE -- -- 0.0 0.0 < . .. .. '; ; . -- -- SPACE 26 27 SPACE -- 0.0 0 0 -- -- SPACE 28 29 SPACE - 0.0 0.0 -- -- SPACE 30 31 SPACE -- -- 0.0 0.0. ° , " -- -- SPACE 32 33 SPACE -- 0.0� 0.0 -- -- SPACE 34 35 SPACE -- ILL -0.0 0.0 -- - SPACE 36 37 SPACE -- -- 0.0 0.0 -- -- SPACE 38 39 SPACE -- 0.0 _0.0 ISPACE 40 41 SPACE - 0.0 0.0 -- - SPACE 42 Phase Connected Load: 1 8.6 kVA 7.4 kVA 4.3 kVA Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit Notes: 1. UTILIZE EXISTING PANELBOARD SPACE FOR NEW LOAD. LOAD IS EXISTING LOAD TAKEN FROM EXISTING DRAWINGS. CONN. LOAD... DEMAND FACTOR DEMAND LOAD... 0.8 kVA 40.00% 0.3 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 19.5 kVA 100.00% 19.5 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA Total Connected Load: 20.3 kVA Total Demand Load: 19.8 kVA Demand Amps: 24 A 2. SPARE Name: 2HCB (EXISTING CRITICAL BRANCH) MAIN BREAKER: AMPS POLE 3 PHASE Project Name: AH ZEPHYRHILLS MAIN LUGS: 300 AMPS 4 WIRE Project Number: 119469 K.A.I.C.: 65 AMPS 208V/120V Fed From: SURFACE MTD: X X 48OV1277V Location: FLUSH MTD: 24OV1120V N o C C N o K Load Name Trip Poles A B C Poles Trip Load Name K E... T T E... 1 LIGHTS (EXIST) 20A 1 3.9 12.8 2 80 A COMPACT CP-60 X-FMR OR #5 (EXIST) 2 3 LIGHTS (EXIST) 20 A 1 3.9 12.8 -- - -- 4 5 LIGHTS EXIST 20A 1 mom 1.2 12,8 2 20A CYSTO X-�FMR OR #5 (EXIST) 6 7 LIGHTS (EXIST) 20 A 1 0.4 12 8 ` � r: -- - -- 8 9 LIGHTS OR s #8 and #6 (EXIST) 20A 1 - „ ; 3.0 2.7 „Y , 1 20 A LIGHTS CV ICU (EXIST) 10 11 LIGHTS OR s #3 and #4 (EXIST) 20A 1 3.0 2.7 1 20 A LIGHTS RECOVERY (EXIST) 12 13 LIGHTS OR s #1 and #2 EXIST 20A 13.7 2.7 �3.8_ 1 20A LIGHTS RECOVERY (EXIST) 14 15 LIGHTS CVOR s #1 and #2 (EXIST) 20A 1 , ., , _ , <` ..: 2.7 �� . ;° �° ' 1 20A LIGHTS PRE -OP (EXIST) 16 17 LIGHTS (EXIST) 20A 1 2.7 2.7 1 20A LIGHTS PRE -OP (EXIST) 18 19 LIGHTS (EXIST) 20A 1 2.7 12.0 3 70 A CYSTO OR #5 20 21 LIGHTS (EXIST) 20A 1 2.7 23 LIGHTS {EXIST) 20A 1 2.7 12.0 -- -- -- 24 " 11 11 ■' i :® mC mom �MEHEM M ■ ` f 1 { iNow■ ' mM Phase Connected Load: 53.1 kVA 43.6 kVA 39.8 kVA Lighting - Hospital Receptacle Motor Heating Cooling Other Elevator Spare X-Ray Kitchen Equipment - Non -Dwelling Unit CONN. LOAD.. DEMAND FACTOR DEMAND LOAD... 0.8 kVA 40.00% 0.3 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.00% 0.0 kVA 0.0 kVA 0.000/0 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 135.7 kVA 100.00% 135.7 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. LOAD IS EXISTING LOAD TAKEN FROM EXISTING DRAWINGS. Total Connected Load: 136.5 kVA Total Demand Load: 136.0 kVA Demand Amps: 164 A 2. SPARE 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 ZLC ENGINEERING S 0 L U T 1 0 N S� @Copyright 2019 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 ROOM5 BUILT OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Christopher V. O'Hara, P. E. Florida License #; 66504 ca` -�°O? H EO R ,rrrrr ', y r No 66504 ••'� =-o; :cc r 13` '■ U.•• ST TE OF ; 411 rr 11Ai 0 REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11.10.21 2 ADDENDUM No.1 07,12,21 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 E301 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright C 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 41 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' " -, I expressed written consent ofthis corporation isprohibited. All rights reserved. a N CO N O N e= expressed written consent of this corporation is prohibited. All rights reserved. WE expressed written consent of this corporation is prohibited. All rights reserved. T N N T t� O d O T M N LY LLJ m Z m n CO H V LLJ 31 d LL1 J LL W t7 O V Z LL1 J V Q (U Q 2 ' A r. a r- N M 0 N If] C 4 STORAGE RESTRICTED CORRIDOR EXISTING SIDEWALK TO REMAIN - - 3 I 4 5 r [11 UP ---- AREA F WORK IF7 L F11 F- 1l2" NI LW�t s �1 —� ii SUE STERILE E I`s 2 00 5l e STORAGEI 273 I � OPPOSITE I-IANC> �a II � I� M AB MGEB 2 j ----- i�IL �\ !, 1" MV --1/2" MA 1 1/2" MV 1/2" OX - - EXISTING ZONE VALVES 1/2" N20 EQUIPMENT ALCOVE BOX TO REMAIN. -�� ELECT. j ,-- LVVR ! : PANELS j (E)1/2" NI (E)112" N20 (E)1 1/2" OX �(E)1 1/2" MV, (E) 1/2' MA (E)1/2" CO2 (E) 3/4" CO II I I II a it " (E) 3/4" CO2 (E) 3/4" MA (E) 3/4 MA (E) 2" MV II 1111 II (E) 3/4" 0X I II (E) 2" MV (E) 3/4" N2" 1 I (E) 3!4" OX (E) 3/4" N2 :(E) 1 1/2" NI II "- (E)1 1/2" NI N NEW CONSTUCTION PLAN - MEDICAL GAS 1 SCALE: 1/4" =1'-0" MEDICAL GAS OUTLETS MARK DESCRIPTION MOUNTING QUANTIT�OF TLETS NOTES MGEB MEDICAL GAS EQUIPMENT BOOM CEILING 1-NIT, 2- CO2 3-VAC W/SLIDES O MGAB MEDICAL GAS ANESTHESIA BOOM CEILING 2-OX, 1- N20, 1-MA 1-WAGD & 2 VAC W/SLIDES O NCP-1 NITROGENCONTROL WALL 1-NITROGENPANEL 2� MEDICAL GAS VALVE BOXES MARK DESCRIPTION MOUNTING SERVICE NOTES MEDICAL GAS ZONE MEDICAL VACUUM, MEDICAL MGV-1 VALVE BOX WALL AIR, OXYGEN, CARBON DIOXIDE, (D NITROGEN & NITROUS OXIDE MGV-2 MEDICAL GAS ZONE VALVE BOX WALL CARBON DIOXIDE 01 NOTES: 1 SEE PLAN FOR VALVE SIZES, MOUNT ALL VALVE BOXES IN CORRIDOR. 0 '2\ 1/2" 1/2" MA WAGD- 1" MV V MV 1/2" OX 1/2" OX 1/2" N2( MGAB SCRUB II A 28 M V-1 J - 1/2" NI 112" MA 1/2" N20 1 1/2" MV 1 1/2" OX =LN�� 1 1 /2" MV 1/2" NI - 112" CO2 1/2" CO2 V MV - 1" MV - 1" MV MEB[-I- 1/2" MA 1 1/2" MV 1/2" OX 1/2" N20 1/2" NI 112" CO2 ELECT. PANELS to g1/2" N20-4bawal/2" CO2 1/2" MA 1/2" OX 1/2" NI S Ul B STERILE NEAT PUMP SUPPLY N L / � - t)�NURSE STATION (E) 314" CO2-- ( ) 3/4" N (E) 2" MV (E) 3/4" 0 (E) 3/4" N20 (E)1 112" 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; E NGINEERpING ©Copyright 2019 255 S. Orange Avenue Suite 1600 OOA 15 Orlando, FL 32801 .tic engineers.co P ao7.841.so5o TLC No.:119469 THINK. LISTEN. CREATE. Lj PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS BUILT OUT STING CO2 MANIFOLD EQUIPMENT C) O w LWR o EXISTING MAIN SHU m ; v N o jM w w,l w z > M N w w ICTED IDOR CvOR 1 CfZj PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 Aaron Lee Johnson, P.E. Florida License #71576 r ,��t111ifffll LEE Jp��,��' tf; o Sfi.•010 r �.'. No 71576 •• 2 N F w • STATE OF •�/� o�i�`S,•©R�O ,���•,s, NA KEY PLAN - LEVEL 2 Q SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1/8" SCALE 8' 0 4' 8' 16' REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11.10.21 2 ADDENDUM No. 1 07.12.21 DATE ISSUED: 12/11/2019 REVIEWED BY: XX DRAWN BY: XX DESIGNED BY: XX PROJECT NUMBER: 504-0253-000 C 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - MEDICAL GAS SHEET ID: BLDG. ID P1 06 PROJECT STATUS: CONSTRUCTION DOCUMENTS W 0 U r-- Z W Cy a c.i all Copyright C 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' SCALE: 1/4" =1'-0" 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1 1 2 1 3 1 4 I 5 P1 C N A I NEW CONSTUCTION PLAN - PRESSURE SCALE: 1/4" = 1'-0" KEY PLAN - LEVEL 2 O a 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 TLC S 0 L FU T I 0 N S ©Copyright 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www.tic-engineers.com P 407.841 M50 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'st LEE +jo I No 71576 2 ®'.. STATE OFOR k REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11.10.21 2 ADDENDUM No.1 07.12.21 DATE ISSUED: 12/11/2019 REVIEWED BY: XX DRAWN BY: XX DESIGNED BY: XX PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - PRESSURE SHEET ID: BLDG. ID P104 PROJECT STATUS: CONSTRUCTION DOCUMENTS T N N 0 0 0 T M N 62 W m z m W 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' expressed written consent of this corporation is prohibited. All rights reserved. - - • •—_ _ _ _ „_ ��, ,�� _ _ _ _. _ _ _. ___ _ _ _ _ 7 expressed written consent of this corporation is prohibited. All rights reserved. a LO 0 M N 0 N expressed written consent of this corporation is prohibited. All rights reserved. 2 I 3 4 5 IQ C PL M IN �( U B G_� SYMBOL =—==--AV—= _— A -----AW==== CO2 CA CD DA DI — DV — FOF FOG FOR FOS -===--FOV-==- G GR MA MV NI N20 OX ST STO =====STO--== M �+-c — — — CO I COI H C0) CO T FD EIC FD OC (01 FS M r� C� r --I6i -v - � � Y -DF4- B rC- Y C 10 10 AP-XX MAP-XX I�i� MGO-XX III III MGV-XX A 1 P2.01 A CAL LEGEND G 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 PREVENTE - 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 LUMBING E1Ai1 BBR _ QN NOTES S GENERAL N SYMBOL DESCRIPTION 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. CA - COMPRESSED AIR AFF -ABOVE FINISH FLOOR 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. AW - ACID WASTE AV - ACID VENT CO2 - CARBON DIOXIDE 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW CB - CATCH BASIN SURVEYS, AS -BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS CD - 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 CO - CLEANOUT DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. CO - CONTINUATION CW - DOMESTIC COLD WATER 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH DI - DEIONIZED WATER ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW DN - DOWN WORK. DS - DOWNSPOUT 5. NOTIFY OWNER AT LEAST 72 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. DWG - DRAWING SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. EXIST - EXISTING -F - DEGREE FAHRENHEIT SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR FCO - FLOOR CLEANOUT WORKING HOURS. FD - FLOOR DRAIN FOF - FUEL OIL FILL 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS FOG - FUEL OIL GAGE NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY FOR - FUEL OIL RETURN ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO 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 FS - FLOOR SINK INTERFERENCES. G -GAS GPH - GALLONS PER HOUR 7. PROVIDE ALL OFFSETS AND FITTINGS AND MAKE CONNECTION TO SITE UTILITIES. GPM - GALLONS PER MINUTE 8. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL GR - KITCHEN WASTE (GREASE) ROOMS OR AS SPECIFICALLY NOTED. HB - HOSE BIBB HD - HUB DRAIN 9. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON- HW - DOMESTIC HOT WATER ACCESSIBLE CEILINGS. HWR - DOMESTIC HOT WATER RETICULATING IE - INVERT ELEVATION IW - INDIRECT WASTE 10. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND KW - KILOWATT FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR LEIS -POUNDS EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS MA - MEDICAL AIR FOR FINAL FINISHES. MV - MEDICAL VACUUM MH -MANHOLE 11. FLASH AND COUNTER -FLASH ROOF PENETRATIONS. SEE ARCHITECTURAL DRAWINGS NI - NITROGEN FOR DETAILS. N20 - NITROUS OXIDE NC - NORMALLY CLOSED 12. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS NIC - NOT IN CONTRACT WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. NO - NORMALLY OPEN NP - NON -POTABLE WATER 13. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE NTS - NOT TO SCALE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. OD - OUTSIDE DIAMETER OX -OXYGEN 14. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. PRV - PRESSURE REDUCING VALVE 15. PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. PSI - POUNDS PER SQUARE INCH PVC - POLYVINYL CHLORIDE PIPE 16. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, RD - ROOF DRAIN DEVICES, APPLIANCES AND APPARATUS. RPBP - REDUCED PRESSURE BACKFLOW PREVENTER S - SANITARY SF-SQUAREFEET 17. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. SH -SHEET ST -STORM 18. MOUNT HOSE BIBBS 24" ABOVE FINISHED GRADE, UNLESS OTHERWISE NOTED. STO - OVERFLOW STORM DRAIN 19. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL SW -SOFT COLD WATER CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. V -VENT VC -VACUUM GLEANING 20. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET VTR -VENT THRU ROOF FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. WCO - WALL CLEANOUT WTR -WATER 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. MDEXAB CI,PLL.E`CO 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 • FLORIDA BUILDING CODE 6TH EDITION - 2017 EDITION FIXTURE. • NFPA #99, HEALTHCARE FACILITIES CODE - 2015 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, FLORIDA HEALTHCARE FACILITIES - 2014 EDITION. TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY • ALL LOCAL CODES - LATEST EDITION. THIS CONTRACTOR OR FURNISHED BY OTHERS. 24. PROVIDE CERTIFIED COPY OF MEDICAL GAS TEST REPORT AT FINAL A.H.C.A. iTYFZEEP,H�f CO RH[.L.LS INSPECTION. PLi E fN DIRAI I NGINDEX APF L1C LE flE E FLORIDA BUILDING CODE 7TH EDITION - 2020 • FLORIDA PLUMBING CODE 7TH EDITION - 2020 • NFPA #99, HEALTHCARE FACILITIES CODE - 2018 EDITION. • GUIDELINES FOR DESIGN AND CONSTRUCTION. LOCAL FLORIDA A HEALTHCARE FACILITIES - 2018 EDITION. ALL • CAL CODES -LATEST EDITION. SHEET DESCRIPTION ISSUED P001 GENERAL PLUMBING INFORMATION I Yes P100 DEMOLITION PLAN - PLUMBING Yes_ P101 _ DEMOLITION PLAN - MEDICAL GAS Yes P102 NEW CONSTRUCTION PLAN -GRAVITY Yes P104 NEW CONSTRUCTION PLAN - PRESSURE Yes P106 NEW CONSTRUCTION PLAN - MEDICAL GAS Yes P201 PLUMBING DETAILS Yes P202 PLUMBING DETAILS Yes P301 PLUMBING RISER DIAGRAMS Yes NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT S 1 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, 318 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 17 GAUGE 1-1/2 X 1-1/2 P-TRAP WITH CLEANOUT. BASIS OF DESIGN SINK - ELKAY LR-2219/LK-99 FAUCET - CHICAGO-786-E29VP SUPPLIES - MCGUIRE - H170LK TRAP - MCGUIRE - 8912 1771 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 i SS-1 I 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, FULLYADJUSTABLE 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 I AP-1 I ALARM PANEL & MASTER ALARM PANEL [iTilmn 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 GASNACUUM MONITORED TO HAVE A LCD (LIQUID CRYSTAL DISPLAY) TO CONTINUOUSLY INDICATE PRESSURE FROM EACH PRESSURENACUUM 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(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 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 2 AMIGO (MATCH EXISTING) I7S-1 I 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 1 SA 1 I SHOCKARRESTER PISTON OPERATED, TYPE X" 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 I TP-1 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 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 IT" 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 _ . AMICO (MATCH EXISTING) IMG0-1 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 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 2 AMICO (MATCH EXISTING) OXYGEN VACUUM VACUUM SLIDE NITROUS OXIDE NITROGEN 1 301 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 - ©Copyright 2019 255 S. Orange Avenue Suite 1600 15 Orlando, FL 32801 wv✓w,tlaengineerCOA 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. N Florida License #71576 N P °°°`1-EEJOr�°0°i o S •� 2 No 71576 N W =ro: .��= m i-33 STATE OF °.%�. fie ©R , q REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11.10.21 2 ADDENDUM No.1 07.12.21 DATE ISSUED: 12/11/2019 REVIEWED BY: XX DRAWN BY: XX DESIGNED BY: XX PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: GENERAL PLUMBING INFORMATION SHEET ID: BLDG. ID '11 a Ui J LL 'w G tom.) h Z W C� V Q 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' Ell 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16, PROJECT STATUS: CONSTRUCTION DOCUMENTS m expressed written consent of this corporation is prohibited. All rights reserved. - — "- - - " " "'- 19 A A a ti M N 0 N 3 1 NEW CONSTRUCTION PLAN - HVAC SCALE: 1/4" =1'-0" 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 1 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 4 0 KEY NOTES 1i ) 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. Q DUCTWORK TO/FROM EXISTING AHU-27 LOCATED IN PENTHOUSE. ® DUCTWORK TO/FROM EXISTING AHU-29 LOCATED IN PENTHOUSE. OLOW WALL RETURN. MOUNT BOTTOM OF GRILLE AT 0'-9" A.F.F. 2 (J STAINLESS STEEL STEAM LINE FROM HUMIDIFIER TO DUCT SHALL NOT EXCEED 13' IN LENGTH PER MANUFACTURER RECOMMENDATION. PROVIDE STAINLESS STEEL DUCTWORK FOR AT LEAST U AFTER STEAM CONNECTION. ® COORDINATE EXISTING AND NEW DUCT ROUTING WITH OR'S EQUIPMENT SUPPORT FRAMES. 0 PROVIDE ROOM PRESSURE CONTROL PANEL, COORDINATE WITH OCCUPIED/UNOCCUPIED MONITOR AT NURSE STATION, SEE DETAIL #1 ON SHEET M402 FOR MORE INFORMATION. 10 COORDINATE AN ACCESSIBLE LOCATION FOR THE CONTROL VOLUME DAMPER PANEL, SEE DETAIL #1 ON SHEET M401 FOR MORE INFORMATION, i 5 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 Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 ENGINEERING jiTLCISOLUT!ONS hL ©Copyright 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 www,tic-engineers.com P 407.841.9050 TLC No.:119469 THINK. I T'E . 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 ,Jp��`��i� ��`Q`.•��C•ENS�• so'�i Q �No 71576 � r �'.• STATE eOF�SOR�N Al REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11.10.21 2 ADDENDUM No.1 07.12.21 DATE ISSUED: 12/11/2019 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 C 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - HVAC SHEET ID: s M103 PROJECT STATUS: CONSTRUCTION DOCUMENTS N N T_ cc 0 0 0 e� N 515 1 ■, U_ 'w 0 O t� N z w J t� 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' 318" 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 5 C IC C M. A N DEMOLITION PLAN - HVAC SCALE: 1/4" =1'-0" r—r10-renlr c'sr}r—Inrnv V GENERAL DEMOLITION NOTES 1. THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA, EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC. LOCATED ON DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER PRIOR TO BEGINNING DEMOLITION. BEGINNING OF DEMOLITION SHALL SIGNIFY CONTRACTOR'S ACCEPTANCE OF EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION WHETHER SHOWN ON THE PLANS OR NOT. 2. CONTRACTOR SHALL PERFORM A PRE -BID SURVEY TO FIELD -VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO PROCUREMENT OR FABRICATION. FIELD CONDITIONS SHALL GOVERN. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. COST OF REROUTING DUCTWORK OR PIPING DUE TO CONFLICTS WITH EXISTING CONDITIONS SHALL BE PAID BY CONTRACTOR, 3. ALL MECHANICAL SYSTEMS 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. 4. TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. COORDINATE SERVICE INTERRUPTIONS WITH OWNER AT LEAST TWO WEEKS IN ADVANCE. 5. ALL EQUIPMENT REMOVED UNDER THIS PROJECT SHALL BE TURNED OVER TO THE OWNER AT THE OWNER'S DISCRETION UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL REMOVE OR RELOCATE EXISTING CONTROLS WHERE NECESSARY, REMOVED CONTROLS SHALL BE RETURNED TO OWNER. 7. PROPERLY REMOVE AND DISPOSE OF ALL EXISTING TO BE REMOVED HVAC DUCTWORK, PIPING AND AIR DISTRIBUTION DEVICES. CONSULT WITH OWNER AND OBTAIN OWNER'S APPROVAL PRIOR TO DISPOSAL OF REMOVED MATERIAL. 8. PATCH HOLES LEFT IN WALLS AND FLOORS AFTER REMOVAL OF EXISTING DUCTWORK, CONDUIT, ETC. TO MATCH NEW OR EXISTING CONSTRUCTION AND FIRE RATING. THIS INCLUDES ANY EXISTING OPENINGS IN RATED WALLS OR FLOORS. 9. PROVIDE PRECONSTRUCTION TEST & BALANCE FOR SUPPLY, RETURN AND EXHAUST OF EXISTING MECHANICAL EQUIPMENT SERVING PROJECT AREA. INCLUDE FLOW AND STATIC PRESSURE IN MAIN DUCTS, FAN STATIC PRESSURE, MOTOR HP AND FLA, PRESSURE DROP ACROSS AHU COILS AND FILTERS, CHILLED WATER FLOW AND PRESSURE AT AHU. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING THE AIR HANDLER AND DUCTWORK SERVING THE AREA PRIOR TO FINAL TEST AND BALANCE. CLEANING OF THE AIR HANDLER AND DUCTWORK SHALL CONSIST OF REPLACING THE FILTERS. 11. ALL EXISTING AIR DISTRIBUTION DEVICES LOCATED WITHIN PROJECT AREA SHALL BE FITTED WITH TEMPORARY CONSTRUCTION FILTERS THROUGHOUT PROJECT DURATION TO HELP PREVENT ACCUMULATION OF DUST IN DEVICES AND DUCTWORK. 12. CAP ALL DEMOLISHED BRANCH DUCT AT DUCT MAIN. CAP AND SEAL OPENINGS DURING ENTIRE RENOVATION OF THE HVAC DUCTWORK. 13. ALL EXISTING AND/OR NEW WALL, CEILING AND FLOOR PENETRATIONS TO THE SPACE SHALL BE CAULKED AND SEALED AIR AND VAPOR TIGHT AFTER DEMOLITION AND PRIOR TO NEW CONSTRUCTION BY AN APPROVED CONTRACTOR. DEMO KEY NOTES 10 PROVIDE A TEMPORARY HEPA FILTERED NEGATIVE AIR FAN FOR CONSTRUCTION AREA. MAINTAIN A MINIMUM 0.03" NEGATIVE PRESSURE IN THIS AREA RELATIVE TO THE ADJACENT SPACES. PROVIDE VISUAL DISPLAY OF AIRFLOW DIRECTION. PROVIDE ADDITIONAL NEGATIVE AIR MACHINES AS REQUIRED TO ACHIEVE MINIMUM NEGATIVE PRESSURE, PROVIDE TEMPORARY DUST BARRIER PARTITIONS. ALL EXISTING RETURN REGISTERS AND OPENINGS LOCATED WITHIN THE RENOVATION AREA SHALL BE SHUT AND TAPED CLOSED, ISOLATING THE RENOVATION AREA FROM THE AIR HANDLER SYSTEM. ALL EXISTING EXHAUST REGISTERS LOCATED WITHIN THE RENOVATION AREA SHALL BE PROVIDED WITH TEMPORARY CONSTRUCTION FILTERS. ROUTE TEMPORARY 120 FLEXIBLE DUCT FROM DISCHARGE OF HEPA UNIT TO OUTSIDE OF DEMOLITION BOUNDARY. FAN CRITERIA: MODEL - HEPA-AIRE MODEL PAS2400HC CFM - 700-2100 CFM HPN/P-1.5/120/1 O PROVIDE AN INCLINED MANOMETER, DIFFERENTIAL PRESSURE TYPE, WITH WHITE FACE GAUGE AND BLACK LETTERS WITH MAXIMUM PRESSURE RANGE OF 0.1" W.G. THIS SHALL BE USED BY THE CONTRACTOR TO RECORD, ON A DAILY BASIS, THE NEGATIVE PRESSURE IN THE RENOVATION AREA 20 RELATIVE TO THE ADJACENT SPACES. CONTRACTOR TO PROVIDE TEMPORARY CONSTRUCTION BARRIER. 4 DEMO DUCTWORK TO POINT INDICATED. CAP AND SEAL AIRTIGHT WHERE NECESSARY. EXISTING DIFFUSER TO BE RELOCATED. DEMO PIPING TO POINT INDICATED. CAP AND VALVE, SEE NEW FLOOR PLAN FOR NEW PIPING LOCATION. EXISTING DUCTWORK UP TO (E)EF-30 ON ROOF ABOVE SHALL REMAIN. PROVIDE TEMPORARY WALL PENETRATION FOR NEGATIVE AIR MACHINE DISCHARGE DUCT. A2 REPATCH WALL AFTER CONSTRUCTION. O9 EXISTING STEAM CONDENSATE PIPE TO BE REROUTED TO AVOID NEW DUCTWORK. CUT EXISTING STEAM CONDENSATE AND PREPARE PIPE FOR NEW CONNECTIONS. KEY PLAN - LEVEL 2 a ( ) 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 ENGIINEER�ING TLC ©Copyright 2019 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 ````�O� LEE J®yN,��� •` �' G•E•N S * ; 61 �'• No 71576 'CJ • . X :1 ' STATE OF,' <U s/0N REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11A0.21 2 ADDENDUM No. 1 07.12.21 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: DEMOLITION PLAN - HVAC SHEET ID: BLDG. ID M "I PROJECT STATUS: CONSTRUCTION DOCUMENTS W n� r� FEW R 0 W a- w w 0 U F— z w J t� Q C.) Q Copyright C 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' 3 4 5 N C A A 2 a L0 0 N 07 SYMBOL DESCRIPTION \ -CEILING DIFFUSER, ROUND NECK _ (CEILING DIFFUSERS ARE 4-WAY THROW UNO) O -ROUND DIFFUSER -�" -CEILING RETURN �--p° -CEILING EXHAUST -CEILING DIFFUSER, RECTANGULAR OR SQUARE NECK (CEILING DIFFUSERS ARE 4-WAY THROW UNO) -SUPPLY REGISTER OR GRILLE (VERTICAL MOUNT, SIDEWALL) -RETURN/EXHAUST REGISTER OR GRILLE (VERTICAL MOUNT, SIDEWALL) -REVISION REFERENCE 1 -DETAIL REFERENCE: TOP -DETAIL#, M 1 BOTTOM -DRAWING# SHOWN ON TT-THERMOSTAT/TEMPERATURE SENSOR -HUMIDISTAT/HUMIDITY SENSOR �— -DUCT SMOKE DETECTOR e--�. -CONNECT TO EXISTING G±---► -DEMOLISH TO POINT INDICATED M} -MOTORIZED CONTROL DAMPER © -TEMPERATURE SENSOR © -PRESSURE SENSOR �D}-- -BACKDRAFT DAMPER -NEUTRAL RELATIVE PRESSURE -POSITIVE RELATIVE PRESSURE 0 -NEGATIVE RELATIVE PRESSURE -SHEET NOTE CALLOUT -- -SHEET NOTE CALLOUT Q► -SHEET NOTE CALLOUT I� -CEILING MOUNTED ACCESS DOOR -SQUARE THROAT ELBOW ri W/TURNING VANES -RADIUS ELBOW -RECTANGULAR/ROUND BRANCH TAKE -OFF OR ROUND/ROUND BRANCH TAKE -OFF OF -EXHAUST DUCT UP THROUGH SLAB W/ FAN ON ROOF ABOVE -EXHAUST FAN ON ROOF W/ DUCT DOWN THROUGH ROOF I CWS -CONDENSER WATER SUPPLY CWR -CONDENSER WATER RETURN CHWS -CHILLED WATER SUPPLY — CHWR— -CHILLED WATER RETURN CD -CONDENSATE CR -CONDENSATE RETURN PC -PUMPED CONDENSATE HWR -HOT WATER RETURN HWS -HOT WATER SUPPLY HPS -HIGH PRESSURE STEAM SUPPLY MPS -MEDIUM PRESSURE STEAM SUPPLY LPS -LOW PRESSURE STEAM SUPPLY HPR -HIGH PRESSURE STEAM RETURN MPR -MEDIUM PRESSURE STEAM RETURN LPR -LOW PRESSURE STEAM RETURN RL -REFRIGERANT LIQUID RS -REFRIGERANT SUCTION v -TEE, OUTLET DOWN -TEE, OUTLET UP ■ D = D -45° PIPE RISE (R) / DROP (D) -PIPE ANCHORS -CONCENTRIC REDUCER -ECCENTRIC REDUCER HVAC SYMBOL LEGEND SYMBOL DESCRIPTION -FIRE DAMPER (WITH ACCESS PANEL) -FIRE & SMOKE DAMPER (WITH ACCESS PANEL) -EXISTING FIRE DAMPER TO REMAIN EXISTING FIRE & SMOKE DAMPER TO REMAIN SA-1 -SOUND ATTENUATOR -MOTOR OPERATED CONTROL DAMPER (MOD) M FM -AIR FLOW MEASURING STATION -MANUAL BALANCING DAMPER -DOOR GRILLE _ UNDERCUT DOOR -ACCESS DOORS, VERTICAL OR HORIZONTAL -STAINLESS STEEL DUCTWORK III -FLEXIBLE CONNECTION 12x8 ED, } -FLAT OVAL DUCT 2412 -NEW DUCTWORK, FIRST DIMENSION IS SIDE SHOWN 2412 -EXISTING DUCTWORK TO REMAIN 24127 -EXISTING DUCTWORK TO BE REMOVED 2412 -DUCT ELBOW, POSITIVE PRESSURE (SUPPLY), FIRST DOWNS UP W/IN FLOOR DIMENSION INDICATES SIDE TO WHICH ARROW IS POINTING -DUCT ELBOW, EXHAUST DUCT ELBOW, NEGATIVE PRESSURE, RETURN -DUCT ELBOW UP THROUGH ROOF OR SLAB ABOVE -RECTANGULAR DUCT SECTION UP, POSITIVE PRESSURE, SUPPLY OR OUTSIDE AIR -RECTANGULAR DUCT SECTION UP, NEGATIVE PRESSURE, RETURN -RECTANGULAR DUCT SECTION UP, EXHAUST O-ROUND DUCT SECTION UP -FLAT OVAL DUCT SECTION UP HVAC PIPING SYMBOL LEGEND SYMBOL DESCRIPTION -FLOW DIRECTION -GATE VALVE -BALL VALVE -CALIBRATING BALANCING VALVE -BUTTERFLY VALVE -GAS COCK -UNION -STRAINER -CONTROL VALVE -SOLENOID VALVE -PSI REG. -CHECK VALVE -FLOW SWITCH -SLOPE DIRECTION (DOWN) -FLEX CONNECTION -O.S.&Y. GATE VALVE -STEAM TRAP -THREE-WAY CONTROL VALVE -THERMOMETER NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT HVAC ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION -TERMINAL UNIT, VARIABLE/CONSTANT AIR VOLUME WITH ELECTRIC HEAT AFD -ADJUSTABLE FREQUENCY DRIVE LD -LINEAR DIFFUSER -TERMINAL UNIT, VARIABLE/CONSTANT AIR AFF -ABOVE FINISHED FLOOR MBH -THOUSAND BTUs PER HOUR VOLUME WITH ELECTRIC HEAT AFR -ABOVE FINISHED ROOF MCA -MINIMUM CIRCUIT AMPS AHU -AIR HANDLING UNIT MOCP -MAXIMUM OVER CURRENT PROTECTION AP -ACCESS PANEL MOD -MOTOR OPERATED CONTROL DAMPER (MOD) -TERMINAL UNIT, VARIABLE/CONSTANT AIR BOP -BOTTOM OF PIPE NC -NORMALLY CLOSED VOLUME, FAN POWERED BHP -BRAKE HORSEPOWER NO -NORMALLY OPEN BTU -BRITISH THERMAL UNIT NTS -NOT TO SCALE h -CENTER LINE OA -OUTSIDE AIR -TERMINAL UNIT, VARIABLE/CONSTANT AIR T -CFM (CUBIC FEET PER MINUTE) OAL -OUTSIDE AIR LOUVER VOLUME, FAN POWERED, WITH ELECTRIC CD -CEILING DIFFUSER HEAT PRV PRESSURE REDUCING VALVE CT -COOLING TOWER PRS -PRESSURE REDUCING STATION -ELECTRIC DUCT HEATER -CONSTANT AIR VOLUME (W/ PANEL CLEARANCE) CV PSI -POUNDS PER SQUARE INCH AP -CHANGE IN PRESSURE PSIG -PSI GAUGE I�T -CHANGE IN TEMPERATURE PTAC -PACKAGED TERMINAL AIR CONDITIONER CFM -CUBIC FEET PER MINUTE PVC -POLYVINYL CHLORIDE PIPE HYDRONIC REHEAT COIL CU -CONDENSING UNIT RA -RETURN AIR DDC -DIRECT DIGITAL CONTROLS RHC -REHEAT COIL DN -DOWN RHP -ROOFTOP HEAT PUMP ❑ INLINE CENTRIFUGAL FAN EAT ENTERING AIR TEMPERATURE RPM -REVOLUTIONS PER MINUTE ESP -EXTERNAL STATIC PRESSURE RS/L -REFRIGERANT SUCTION & LIQUID LINES 0 -PACKAGED TERMINAL AIR CONDITIONER EWT -ENTERING WATER TEMPERATURE RTU -ROOFTOP AIR HANDLING UNIT (PTAC) FCU -FAN COIL UNIT SA -SUPPLY AIR FD FIRE DAMPER UP DN SIP -STATIC PRESSURE -CHANGE OF ELEVATION FF -FINAL FILTERS TSP -TOTAL STATIC PRESSURE FLA -FULL LOAD AMPS UNO -UNLESS NOTED OTHERWISE I -FLEXIBLE DUCT FPM -FEET PER MINUTE V/PH -VOLTS/PHASE GPM -GALLONS PER MINUTE VAV -VARIABLE AIR VOLUME -TRANSITION, CONCENTRIC KW -KILOWATT VFD -VARIABLE FREQUENCY DRIVE LAT -LEAVING AIR TEMPERATURE -TRANSITION, ECCENTRIC LWT -LEAVING WATER TEMPERATURE 10x8 8 -TRANSITION, SQUARE TO ROUND Ll-SQUARE THROAT TEE 2 AHCAAPLICABLE CODES FLORIDA BUILDING CODE - MECHANICAL 2017 EDITION FLORIDA BUILDING CODE - PLUMBING 2017 EDITION 12x8 -RADIUS TEE FLORIDA BUILDING CODE - CHAPTER 13 FLORIDA ENERGY EFFICIENCY 2017 EDITION ASHRAE 90.1 - 2017 EDITION ASHRAE 170 - 2013 EDITION FGI GUIDELINES- 2014 EDITION NFPA- 1, UNIFORM FIRE CODE, 2015 EDITION -RECTANGLE-TO-ROUND TAKE -OFF NFPA - 13, STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION NFPA - 25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FP SYSTEMS, 2014 EDITION NFPA - 70, NATIONAL ELECTRICAL CODE, 2014 EDITION 1 -STANDARD BRANCH TAKE -OFF NFPA - 72, NATIONAL FIRE ALARM CODE, 2013 EDITION NFPA - 90A, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS, 2015 EDITION NFPA - 90B, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS, 2015 -SPIN-IN TAKE -OFF EDITION NFPA - 99, STANDARD FOR HEALTH CARE FACILITIES, 2015 EDITION NFPA -101, FLORIDA SPECIFIC EDITION LIFE SAFETY CODE, 2015 EDITION RULE CHAPTER 69A-60 FAC, FLORIDA FIRE PREVENTION CODE, 2017 EDITION SMACNA, HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE DUCT HVAC EQUIPMENT TAGS SYMBOL DESCRIPTION TAG EQUIP. �� - P-TRAP A 200 -AIR DISTRIBUTION DEVICE CFM -TWO-WAY CHECK VALVE MV AHU NUMBER -MANUAL VENT AHU-1 -AIR HANDLING UNIT r -PRESSURE GAUGE -RELIEF VALVE FM -FLOW METER -WATER METER Ail -INLINE PUMP c -INLINE PUMP 10 -VALVE ON RISER E -CAP -CONNECTION, BOTTOM -CONNECTION, TOP -COUPLING -ELBOW, 90° -ELBOW, 45° C -ELBOW, TURNED DOWN -ELBOW, TURNED UP AHU NUMBER COIL NUMBER RHC 1 1 -REHEAT COIL VARIABLE/CONSTANT AIR VOLUME TERMINAL UNITS TERMINAL UNIT TYPE AHU NUMBER VTU - VARIABLE TERMINAL UNIT CTU - CONSTANT TERMINAL UNIT TERMINAL NUMBER PTU - PARALLEL TERMINAL UNIT STU - SERIES TERMINAL UNIT VTU-1-1 HVAC GENERAL NOTES 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 2. DIMENSIONS SHALL BE FIELD -VERIFIED AND COORDINATED PRIOR TO PROCUREMENT OR FABRICATION. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING OR DUCTWORK (INCLUDING DIVIDED DUCTWORK) NEEDED DUE TO OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT NO ADDITIONAL COST. FOR PROJECTS INVOLVING RENOVATION, COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. 3. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARD. 4. SEE SPECIFICATIONS FOR GAUGES, THICKNESS, BRACING, REQUIREMENTS, ETC., OF DUCTWORK. 5. PROVIDE AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS. 6. DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT FURNISHED. 7. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 8. LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUM IDISTATS, AND HUMIDITY SENSORS AT 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE, AND DOOR SWINGS. 9. ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION. 10. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 11. DAMPERS AND INSIDES OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS AND DIFFUSERS SHALL BE PAINTED FLAT BLACK. 12. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. 13. TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. 14. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANCING OR MAINTENANCE OF ALL MECHANICAL EQUIPMENT. 15. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 16. PROVIDE CONCRETE HOUSEKEEPING PAD UNDER ALL FLOOR -MOUNTED EQUIPMENT. REFER TO SPECIFICATIONS FOR DETAILED REQUIREMENTS. 17. VERIFY FINISH WITH ARCHITECT PRIOR TO PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND OTHER AIR DISTRIBUTION DEVICES. 18. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTWORK CONNECTING TO EACH FAN, AIR HANDLING UNITS, AND FAN COIL UNITS. 19. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE CONNECTED. 20. INTERRUPTIONS TO EXISTING SERVICES SHALL BE SCHEDULED FOR TIMES OTHER THAN NORMAL OPERATING HOURS (SUCH AS NIGHTS AND WEEKENDS). SUCH INTERRUPTIONS TO SERVICES SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE AND PROPER COORDINATION WITH OTHER TRADES. PRE -WORK SHALL BE PERFORMED TO MAKE THE SHUTDOWN PERIOD AS BRIEF AS POSSIBLE. 21. ALL EQUIPMENT, DUCTWORK, ETC., TO BE REMOVED SHALL REMAIN PROPERTY OF THE OWNER OR DISPOSED OF LEGALLY, AS DIRECTED BY OWNER. 22. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK, PIPING, EQUIPMENT, ETC., AND ALL FIRE RATED AND FIRE/SMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. 23. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 26 CLEAR FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE LOCATIONS. 24. DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE DIFFUSER NECK. 25. WATER PRESSURE DROPS THROUGH COIL CONTROL VALVES SHALL NOT EXCEED 5 PSI. 26. UNLESS OTHERWISE NOTED, ALL EQUIPMENT AND VALVE DRAINS SHALL BE INDEPENDENTLY PIPED FULL SIZE TO THE NEAREST PLUMBING DRAIN. 27. SLEEVE AND SEAL ALL PIPING PENETRATIONS THROUGH BUILDING PARTITIONS, PROVIDE MANUAL AIR VENTS AT ALL HIGH POINTS IN CHILLED WATER AND HOT WATER PIPING. 28. PIPING, DUCTWORK, LEAK PROTECTION APPARATUS, OR OTHER EQUIPMENT FOREIGN TO ELECTRICAL SWITCHBOARDS, PANELBOARDS, DISTRIBUTION BOARDS, OR MOTOR CONTROL CENTERS SHALL NOT BE INSTALLED WITHIN THE REQUIRED SPACE FOR WORKING CLEARANCES OR DEDICATED SPACES OF THE ELECTRICAL EQUIPMENT, EXTENDING IN FRONT OF AND FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NE6-110.26. CITY OF ZEPHYRHILLS APPLICABLE CODE FLORIDA BUILDING CODE - MECHANICAL 2020 EDITION FLORIDA BUILDING CODE - PLUMBING 2020 EDITION FLORIDA BUILDING CODE - CHAPTER 13 FLORIDA ENERGY EFFICIENCY 2020 EDITION ASHRAE 90.1-2019 NFPA-1, UNIFORM FIRE CODE, 2021 EDITION NFPA-13, STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION NFPA-25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FP SYSTEMS, 2017 EDITON NFPA-70, NATIONAL ELECTRICAL CODE, 2017 EDITION NFPA-72, NATIONAL FIRE ALARM CODE, 2016 EDITION NFPA-90A, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS, 2018 EDITION NFPA-90B, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS, 2018 EDITION NFPA-99, STANDARD FOR HEALTH CARE FACILITIES, 2018 EDITION NFPA-101, FLORIDA SPECIFIC EDITION LIFE SAFETY CODE, 2018 EDITION RULE CHAPTER 69A-60 FAG, FLORIDA FIRE PREVENTION CODE, 2020 EDITION SMACNA, HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE DUCT ASHRAE 170-2017 DUCT PRESSURE CLASS & LEAK MECHANICAL DRAWING INDEX TESTING PROCEDURES SHEET DESCRIPTION M001 GENERAL INFORMATION - HVAC M102 DEMOLITION PLAN - HVAC 1. STATIC -PRESSURE CLASSES: M103 NEW CONSTRUCTION PLAN - HVAC A. SUPPLY DUCTS (UPSTREAM FROM AIR TERMINAL UNITS): 4 INCH WG. M203 NEW CONSTRUCTION PLAN - PIPING B. SUPPLY DUCTS (DOWNSTREAM FROM AIR TERMINAL UNITS): 1 INCH WG. M301 SCHEDULES - HVAC C. RETURN DUCTS (NEGATIVE PRESSURE): 3 INCH WG. D. EXHAUST DUCTS (NEGATIVE PRESSURE): 2 INCH WG. M401 DETAILS - HVAC M402 DETAILS - HVAC 2. LEAKAGE CLASS: DUCT LEAKAGE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH SMACNA HVAC AIR M403 DETAILS - HVAC DUCT LEAKAGE TEST MANUAL AND IN ACCORDANCE WITH THE APPLICABLE ENERGY CODE. IN ADDITION TO REQUIREMENTS FROM THE ENERGY CODE, 100% OF DUCTWORK MAINS SERVING CRITICAL SPACES INCLUDING PHARMACIES AND OPERATING ROOMS SHALL BE TESTED. SUBMIT TESTING DATA TO ENGINEER FOR REVIEW/APPROVAL. A. ROUND SUPPLY AIR DUCT: 3 CFM/100 SQ. FT. AT 4 INCH WG. B. FLAT -OVAL SUPPLY AIR DUCT: 3 CFM/100 SQ. FT. AT 4 INCH WG. C. RECTANGULAR SUPPLY AIR DUCT: 6 CFM/100 SQ. FT. AT 3 INCH WG. D. FLEXIBLE SUPPLY AIR DUCT: 6 CFM/100 SQ. FT. AT 1 INCH WG. ISSUED Yes Yes Yes Yes Yes Yes Yes Yes TLC; ENOGINEEROING @Copyright 2019 255 S. Orange Avenue Suite 1600 COA 15 Orlando, FL 32801 ,wvw.tc-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. 7 Florida License #71576 cm o"ll LEE �J ♦ P.• V•E N . S f ♦ I 00 �'• .• 2 !" No 71576 cm w 3 STATE O IF .•��C/ A, .mot,... E O R •',` �. m REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11.10.21 2 ADDENDUM No. 1 07.12.21 DATE ISSUED: 12111/2019 REVIEWED BY: ALJ DRAWN BY: LLP DESIGNED BY: LLP PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: GENERAL INFORMATION - HVAC SHEET ID: BLDG. ID liliI��l PROJECT STATUS: CONSTRUCTION DOCUMENTS ILL. w 0 0 F— z W J C� tom.) a 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 W 6" 1' 1 1/2" SCALE 0 6" 1' 2' IneMetm�mamnw®rtn�®ntmn�eresei��® 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' I C 0 1 0 E 5 a 0'3' 0 ry a W W LL i 0 v m O) ry 0 A N Q� A m 0 O J .j N W U i, 1 1"900 ELL 1" NIF 11190. 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 (A TOP BEAM CLAMP (UL LISTED OR FM APPROVED) ASTENER OR F.M. APPROVED) BRANCH LINE 1"90° ELL REDUCER CEILING 6 3 4 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 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. 10 _t ALL THREAD ROD PANELS ELECT. i � � � , , '_ r�6-•-===I LVVR 281 PANELS � ii � iifl Ell: 4 RESTRICTS co)i i CORRIDOR I� - - - - - - J PIPE HANGER RING- " (U.L. LISTED OR F.M. APPROVED) is 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 z NEW CONSTUCTION PLAN -FIRE PROTECTION SCALE: 1/4" =1'-0" 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 * LCCO00210 * GB238 ..TLCENGINEERING S 0 LUT I ON ©Copyright 2019 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. N Florida License #71576 N t 0 1'EE jC) ..i-.i ,�� �O• ' • G'E N • 9 �ii o P.' No 71576 N *' * ••* W Q:• STATE OF .•' Al O R 1 C? m �l t w -a - 0 a w U_ `w 0 V REVISIONS z W DATE ISSUED: 12/11/2019 REVIEWED BY: ALJ DRAWN BY: JLL DESIGNED BY: JLL PROJECT NUMBER: 504-0253-000 0 2019 RS&H, INC. SHEET TITLE: NEW CONSTRUCTION PLAN - FIRE PROTECTION SHEET ID: BLDG. ID FP1 03 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"mod 1' 1 1/2" SCALE 0 6" 1' 2' KEY PLAN - LEVEL 2 SCALE: N.T.S. TRUE PROJECT NORTH NORTH 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' Y� PROJECT STATUS: CONSTRUCTION DOCUMENTS 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. 7 Q 0 co 00 77 0 N 0) SHEETINDEX 3 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 SHEET INDEX Current Revision 12/11/2019 SHEET NUMBER SHEET NAME Current Revision Date S EET NUMBER SHEET NAME Current Revision Date 301 E. Pine Street, Suite 350 00-GENERAL M301 SCHEDULES-HVAC 2 07/12/2021 Orlando, Florida 32801 000o COVER 5 11/10/21 M302 DEDUCT ALTERNATE SCHEDULES - HVAC 2 07/12/2021 407-893-5800 Fax 407-264-6624 G001 PROJECT INFORMATION 4 08/0512021 M401 DETAILS - HVAC G002 GENERAL NOTES M402 DETAILS - HVAC G003 GENERAL DETAILS AND ACCESSIBILITY 2 07/12/2021 M403 DETAILS - HVAC VW1IW.rsandh.com 03STRUCTURAL M501 DEDUCT ALTERNATE CONTROLS - HVAC 2 07/12/2021 FL Cert. Nos. AAC001886 * IB26000956 SOW GENERAL STRUCTURAL NOTES 2 07/12/2021 08-ELECTRICAL S101 LOW ROOF/ 3RD FLR FRAMING PLAN 2 07/12/2021 E001 ELECTRICAL LEGEND 5 11/10/21 EB0005620 * LCC000210 * GB238 S201 SECTIONS & DETAILS 2 07/12/2021 E002 ELECTRICAL ONE -LINE DIAGRAM 2 07/12/2021 04-ARCHITECTURAL E100 OVERALL PLAN - ELECTRICAL 5 11/10/21 A100 LIFE SAFETY PLAN 5 11/10/21 E102 DEMOLITION PLAN - ELECTRICAL 5 11/10/21 5 0 0 TMENT LIFE SAFETY PLAN 5 11/10/21 A E103 NEW CONSTRUCTION PLAN - POWER & SYSTEMS 5 11/10/21 AP 00 PH IN P S 5 11/10/21 E104 ROOF PLAN -ELECTRICAL -DEDUCT ALTERNATE 2 07/12/2021 A102 D ITI N 5 11/10/21 E203 NEW CONSTRUCTION PLAN -LIGHTING 5 11/10/21 ENGINEERING A103 NEW CONSTRUCTION PLAN 5 11/10/21 E301 PANEL SCHEDULES 5 11/10/21 TLCI A104 REFLECTED CEILING PLAN 5 11/10/21 E302 PANEL SCHEDULES 5 11/10/21 SO LUT I ON So A105 EQUIPMENT PLAN 5 11110/21 09-TECHNOLOGY A401 ENLARGED PLANS, ELEVATIONS & DETAILS 5 11/10/21 T001 GENERAL INFO, LEGENDS & SHEET INDEX - TECHNOLOGY 255 S. Orange Avenue A501 PARTITION & MILLWORK DETAILS T102 DEMOLITION PLAN - TECHNOLOGY 5 11/10/21 Suite 1600 A601 DOOR SCHEDULE AND FINISH LEGEND 5 11/10/21 T103 NEW CONSTRUCTION PLAN - TECHNOLOGY 5 11/10/21 Orlando, Florida 32801 5 1 & DETAILS 5 11/10/21 T401 TECHNOLOGY - DETAILS Phone: 407-841-9050 A701 VENDOR DRAWING 5 11110121 T402 TECHNOLOGY - DETAILS Fax: 407-540-0234 A702 VENDOR DRAWING 5 11/10/21 www.tic-engineers.com A703 VENDOR DRAWING 5 11/10/21 A704 VENDOR DRAWING 5 11/10/21 A705 VENDOR DRAWING 5 11110/21 A706 VENDOR DRAWING 5 11M0/21 A707 VENDOR DRAWING 5 11/10/21 A708 A709 VENDOR DRAWING VENDOR DRAWING 5 5 11/10/21 11/10/21 f� A710 VENDOR DRAWING 5 11/10/21 A711 VENDOR DRAWING 5 11/10/21 r A712 VENDOR DRAWING 5 11/10/21 A71 VEND R D W NG 5 11/10/21 05-FIR FP001 GENERAL FIRE PROTECTION INFORMATION FP103 NEW CONSTRUCTION PLAN - FIRE PROTECTION 5 11/10/21 06-PLUMBING P001 GENERAL PLUMBING INFORMATION 5 11/10/21 ALL WORK SHALL COMPLY gl"4ii T I° PREVAILING P100 DEMOLITION PLAN - PLUMBING 5 11/10/21 COOES Ft O :)A BUILDING CODE, P101 Q P102 DEMOLITION PLAN - MEDICAL GAS NEW CONSTRUCTION PLAN - GRAVITY 5 5 11/10/21 11/10/21 NATIONAL EL (1 a RIC CODE AND THE Ci rOr- ZEPHYRIHILLS P103 DEDUCT ALTERNATE PLAN - GRAVITY 2 07/12/2021 `° 1NA OES QP104 NEW CONSTRUCTION PLAN - PRESSURE 5 11/10/21 P105 DEDUCT ALTERNATE PLAN - PRESSURE 2 07/12/2021 Q2 P106 NEW CONSTRUCTION PLAN - MEDICAL GAS 5 11/10/21 P107 DEDUCT ALTERNATE PLAN - MEDICAL GAS 2 07/1212021 P201 PLUMBING DETAILS P202 PLUMBING DETAILS P301 PLUMBING RISER DIAGRAMS 2 07/12/2021 07-MECHANICAL M001 GENERAL INFORMATION - HVAC 5 11/10/21 M102 A DEMOLITION PLAN - HVAC 5 11/10/21 M103 NEW CONSTRUCTION PLAN - HVAC 5 11tl0/21 M104 DEDUCT ALTERNATE PLAN - HVAC 2 07/12/2021 M115 Q2 M203 NEW CONSTRUCTION PENTHOUSE PLAN - HVAC ALT. NEW CONSTRUCTION PLAN - PIPING 2 5 07/1212021 11/10/21 M204 DEDUCT ALTERNATE PLAN - PIPING 2 07/12/2021 504=0253=000 2019 0 RS&H, INC. 2 3 4 F. C 3 A 4'- 2" STAIR WIDTH 50" / 0.3 = 190 OCCUPANTS F WORK D O ®� r` , e "4 � CYSTDOR:S O.flB � 8QEQUIPMENT ow cE (, 6UB6TERILE BH .. ml? ' _ a Hit _ �,IERA SCRUB ALCOVE+"� rr<P D, sORUO '"' .• `Aw .. 111 IIIIIII .I nin,l IOIMiE O C IsaRWMt O ® END i O O RESTRICTEDWRRIWR 4NFl *,illllili Iltl IIII C 1 � 36" SINGLE DOOR � 7& : '�� _� 34" / 0.2 = 170 OCCUPANTS ^ILII `IIII sEKEEPwc# H = Ills IIII _ 1 BED1 ^ ( OFBCL P YSOCIANS EWIPMEM O ALWVE Q O FE = C �\ �i \\\ SLEEP 6UB6iERllE - \ OR.J P F 4' - 0" STAIR WIDTH 4Av5 O LOUNGF SCARCE FEX Mil- _ NOURISH L SUESTERILE LOUNGE H BED2 C'I S C FE O ® R.EN.NG FKAE - - 48" / 0.3 = 160 OCCUPANTS ,�^T R WRRIWR /\ C {- O GMOR1 F F. 6'.K STORAGE B _ O = TLT ��� (QJ LED � Ili1 IIII y � '°°"� � � � =� ,-,- (\ �� � NURSESSTATION IOCKERs O - F �, OFFCE EQUIPMENT 0.R.4 RESTRIICTEDWRRICCR !i � !i TLT atl _ BED4 O FE L (� SoF,ea s PPL PAT RM PAT R!1 PaT [UA PAT RM PAT RM P'nT RM ppA PAT _ ORTHOOR.2 FE - OFFICE �1- roae RM s O- )iE NICE<Cl E FEx• - OI FE - FE H O H ®O SOILED O !„ I. STERIi£CORE SUB STERILE SCRUB - FE' TL1 q� O �� �� 21 SURGERY O HOLDING ��� C Ili P.i TLT TLi IT RESTRICTED WRRIWR i - LT BED6 - IIIIIII ill I® 1MI - 11 CRU �:IITJ-ihl _ 1111I1 Ililll illlli IIfH II111 L PHAPMAC' TS BONDS SUB STERILE I, (^ ,() _ 1 BED 19 =. J J CDRR NURSE ADA PAT - STATION - 1X�YF1 BED LOUNGE T01LfT HM O � � - O � � � oosEFVAnoN Hill eicer !®I � IIII IR9 ��® BED16 IIT�' RED BAG ME CART STORAGE _ FEC 7 f-- �NOORISP L ATLI LOCY,ER O O - T l ® SOLI LDP,N BEDS O- CVOR2 _ ___ /�1 _ NURSE EOUP i:HAFT LORR IOUIP-IOF CLEAN / i01LEi �L a=iIF D MEDs STATION L OFFICE All ALA PAT RI1 BED 1] I" VASE MEg1.R00.M ❑ '� OR.1 H - i _ 0 � H �, H O .. � _ J It-EI i®I I sill Its IIIII ®- BEDS - O ELENATOR�BBV FE O IIIII /� /� FIT J.� 1� O _ Il I�1 _ O - o IIII- CDRR L V \rJ ram- omCE - LINE/LOCKER 'AOMENs'-Lc.K.T O �I I.�I KR l ��_T�.-% = H.C. rYC - �n1 •� '®�-CC\/, _ __ _ e\-/Ir//�\\ 1i10 '- O I• wAITINc (IIIII II1111 {fli=1(I BED i O �r - _ r F E - _ - - - BED 16 `sco^c `®° _ - - .._ _ - == _ O� L IIII - T`Ilii illlll IIII11 illlli - LJ TLT TIT TIT TLT TIT Poc[sswG O - O _ 'I` �O /`� ❑.IIII /\ LouNCF ELECTRIGALRWM O ENW, ENW2 E� CAF1. CORRIDOR O� O \% L BED 11 J - MEETINCdEW. O O R; O FEC � OFFICE � MD.T auu?o5E BED 15 STPPF LOUNGE H ?Ai PAT PAT FAT PAT PAT cLEAN Roots 1 .PFe. RI.( RM Rb, RM RM. B S nR "C' 41 BED 12 .IANIiOR OCRRIWR ELEVATOR LOBBY _ � � O � TOILET CORRIDOR F X wORKROCM SDI _ ❑ a,TaLET �/ 5 L-0 I I I11I I I I I I I! I11 PATIENT ROOM O _ E H H 'n ISOL ANTE - O F 9 48" SINGLE DOOR Z7 44" / 0.2 = 170 OCCUPANTS �48"IOS3 IR WIDTH 160 OCCUPANTS FBI BED 1a HOLgrvcsoL . PAIN( Roots O O T- 8" STAIR WIDTH _ NURSE 5TATIGN � , . � WNRERENCE RCDM 11 = 3' - $" STAIR WIDTH 4' - O" STAIR WIDTH PREIPCSTRWM2 FREROSTRWM3 PREIPOST RWM4 PREPCSTRCCM5 NURSESTATIIXJ O PREAPO6i RCCM 14 44 / 0.3 = 147 OCCUPANTS 7 PATIEM1i R00. BED,a � - 48" / 0.3 = 160 OCCUPANTS �1 q ATI� MILY ITT qET PATIENT ROOM 44" / 0.3 = 147 OCCUPANTS IIII Iilll IBOLflWM _ �j--_ �H) s> c44"SINGLE DOOR = D 48" SINGLE DOOR ��TOT = O PRE -OP O O 42" / 0.2 = 167 OCCUPANTS = a - 36" SINGLE DOOR O PATENTRDDMI 46 / 0.2 - 230 OCCUPANTS 34 / 0.2 = 170 OCCUPANTS PaTENr ROOM _ „ H H CLEANSUPPIY � � IX2. CONSULT TgLET� I111 I1 PRENQSi RCDM 11 - PREIPOSTROOM6 P PRFPC6iRIXAA] REPOSi RCGMO PRENOSTRWM9 PREPOSi flCOM 10 PREPOSTRWM 13 PRFJPOSi 1-12 H FJilll IIIII TGILEi TOILET V ) H ,NJIroR FEC _ P E T R RM COURTYARD BEtOw JNJ 1911 .IIII H H H H C D I i TOT �i illllillI I Rl"� �� v Nr o DILEi WR WR PATIENTRDDM - 4' - 0" STAIR WIDTH - IF, PRE OP WAITING WVMEN'SCENTER-TI%RCOM Y ®❑ PATIENT ROOM __ T _ 48" / 0.3 = 160 OCCUPANTS 1!nrr I,uu !iu,l ❑,11 O O O O O _ a' = 11 1 I sue Nis ,Itlf , 1114i1 sue N/s li Nt 0 e� PAINT eoD,A 1= 111191 sua IaKs 1 11 ❑ 11 ❑ a1 ❑ sua N ❑ ❑ D ,,; V O ❑ RlcRaoM L - = Eli PAINT ROOM „ s O :.� EFCPT - 36 SINGLE DOOR O� O O O R'k TOILET igLEi - � 34" / 0.2 = 170 OCCUPANTS " FEW 2401 FEC H H _ � - - •• III lil - � III T • -,g NOURISH 1:1 PATIENT Roots L sTA � anAln uecs PATIENT Roots - - 15 eoo: c1A n nl PATIENT ROOM PY 0 0 OFBGE CLEAN t 4 B d TIES ROOF ❑ - SF. � z 159LpTION LOR 2402 too 6Y C,URR. _ iV SN ID - O MECN STAFF ❑FC li. LOUNGE __ O ❑ 2 y,^ SC LEO �O PATIENT ROOM 1'ATIErvi k00M �y, L� H SUB N 5 I H vNU'` uTlurr ®I�XYI TLi E P O O ��' Sii lb' n LLL•••��� u "11 TLi,- ... O '- -_ • . _ SUPPLY - e FEC I _ FOR 2403 PO5T PARTUTA 241 PpsT PAA iUTA 241] POST PAR TUM ?a14 POST PARTUN 2415 �, POST PARIUM 2416 POST PnRTUM1 2Ali ry //:\. T-T. O PATIENI AOOM PATENT RGOM PfirIENr ROOM PATIENT ROOM PATIExi ROCAS illlll. rLT ° `tom/ O� IIILLV// \% U - PATIENI RCDM - cUC sV; C' y- .. . . SUPPLY j� TLi F 5 6 > - l ; FE MFCH OFFICE L� All ClIff -'AGE 1 sP. O sP. I - _ CCNJENIEn'CE ��"' C�J CLEANMEGPPIY % �p n CORRIDOR Y ILIL O STAIR GNLY C;, _ '`- = O O SUPPLY STAIR'H OFFICE Noun. O O O 'EST. TIT. HOSP Ij wa3Eh". ' EL UC ElEV :I WAITING - v EIEv. � T11C. LT_ � II!I EF � ELtV Env Illllf cs-I s-4 Y, �,i Lco. Coka ��El � 1 J Is• III I1I111 11�� 111111. (IIIII - Iilll _ vEsr_� NI 11l I1 .. 6 '` H sua NAs Z x i - it IIIII Ilillill 111111 IIIII 111161 ❑III {1 - -•• II IIIII III II I- _ iI IIIIIIIIIIi - IIIIIII (IIIII �--%M- 5 LDA 24D- 4 OT 00 K �c TOTc 'DRR. O O <�EO 0 � © O r NOTE1 O I& <> u J DRR -IT O H O F FEC C' FEC F C KI �-j �.� eoPR DOR - - s F � I11111 zz Ililii III I (IIIII II1111 1 E � - IIR LIE J IL` - nr _ O NS H _ -R,GOR O oA 2AOE � 0 .wwioa aFAN UNEw - a - TIT. O � A _ Pco. iSpr-6 d TIT Pcu_ ,,1�111 TIT Ii NCNFISH ,i = \l Q e.�ss opf n FEC O cR oeeY weT DurvcF M yL SUPPLIES - TRIAGE 24m ❑!I c,.EAx MFOS NueSFRr GATH ue wnmeG Is a 11 Io P B S > � e Nj5 MEC N. O _ STAF4 SUB N S TLT II I PATIENT ROOM PATIENT LOW PA"(ENT CODE PAINT ROOM PATIENT ROOM PATIENT ROOST K. - MECHANIA/LL muNSE EM 11R24D6 = In! c,.GE � .' FPF�, Intl un z ,� C FE �, 2 ,RDADDOF^I10 1 LEAN ® - PATENT ATRIUM O l FF_X •11 11 (OPfN TO LOBBY BELOW) P�'CJTIT a CD DR. LOCKEPS 1AM. "'� FEC CATHIAa3 OFFICE K FIT_ nr H - ❑H I TRwce TLT I_ _� MEDs EQUIP /� = Pc u. �� TLT s0 - nr a O O �eacax PM C °•� Hill _ LGCKERS SLEEP S � PATIENT RON III O a O sonE E CONTROL � � NOURSH rME2AmrvE � ovrNce IS EF. IOC KEP.S DR. CONSULT _ (- 9Ct➢YI) CR K l � MONITORS COMMP. O T L FE - rTR N� src HR FEX VOIDING IIII IIII i� IIlfll it O 5 e is/ [SIT 1f1 sue a All 240] 5 .O E O IIIII III11 �S TIT - �maT�T 5 �; mclarr IT il; il�i T �, O,I, STERILE WRRICOR 0 O O WRRIOOR ��CL - �/1 ry y�! N'JRSE PATI�NIRCDM H � T FHC Pro1M'res ve Care 16 Beds _ Zr r ® STATION _ H H H TLT _ TO V / CLOSET �� FEC �� �- L'J _O _ FE O'O O O - C F-- n Sid. - - - O 44 SINGLE DOOR nl ulu nuI �!� m E�7L/'�P - � O � O 1 H - NHOLD. EQUIPMENT -' suA uJ5 5Ue N/S z 42' / 0.2 = 147 OCCUPANTS o 6GRGE O _ c nui . a „+ a I z GATH R fiEDURE-, = WR DOR - GGRPoDOR lJ N = VESTIBULERE- GAIN PROCEDURE-2 2 _ J PATENT ❑� 7a P" 6CLnilON WNTROLR O - LI IIII! (IIIII !i 111111111 s,FV ICNT; ISOLATION 4' - 9" STAIR WIDTH R24 AP BTORAGE - PC' FCU- LOUNGE L 57" / 0.3 = 190 OCCUPANTS c - _ O O BR ROOM FEX�NTR TOILET ` _ III!! , T �_ - R � s % - O BL000 lil IN { FEC 2A O ckaw .B q s IN EL° EC LOUNGE Ri siA10. OFFICE OO PATH_ OFFICE TRASK No. 1 4 1 C ADOR �1 z Q! ®I FE FE FEX O C E C' FE k• OF Elm FELL C == ICI y OFFICE O „ O NEC FAN,C AL RDOIA E _ - LAN- HLE90TOMv a=^EPr O ❑ HIHDIDGY p. n coNFE1KNCL sroancE -�` OPEN O ❑0 Q PASSAGE OFFICE OIL, LAC RAMP UP O _ O is; Pf5 SSAc O Rcr O Fall I OFFICE OT O O , c o FE FE u _ OLEO. anc ❑ CHEMISTRY OFFICE FEX O COMPUTER O PROC- ❑ ❑ FOOM O ', DFF;CE mNNc[ fe ❑ uswu„ss nFr,CE r^ aFF:cE FE Ou^ICE o PATIENT ROOM PAINT ROOM4 PATENT ROOM 44" SINGLE DOOR 42" / 0.2 = 147 OCCUPANTS T- 8" STAIR WIDTH 44" / 0.3 = 160 OCCUPANTS N 10 B B T TIT PC L. TIT TIT IT TIT H H H O STIR sa /�•e'�. CANOPY roeF 1-1 LIFE SA7TY PLAN�-LE�VE�L2� 1 SCALE: 3! = 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 FIRE HOSE CABINET & EXTINGUISHER CABINET FB FIRE BLANKET SMOKE DETECTOR O HEAT DETECTOR EXIT LIGHT 1 EXIT LIGHT W1 DIRECTIONAL ARROW C� FIRE ALARM CHIME FIRE ALARM MANUAL PULL STATION FIRE ALARM STROBE 0SP STAND PIPE ORRI CARD READER ZA SMOKE ZONE (�(I EXIT ARROW I CLEAR WIDTH ETD EXIT TRAVEL DISTANCE CPT COMMON PATH OF TRAVEL THE LLO ING R QUIR ENT & RE REN S NO D A BAS UP a. FULLY SPRINKLED BUILDING, AND b EXISTING HEALTHCARE OCCUPANCY -2009NFPA 101,FLORIDA SPECIFIC EDITION c. 2007 NFPA 80 O 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 CORRIDORS WITH PARTITIONS EXTENDED TO DECK ABOVE ® (NFPA 101 Par 19.3 6 3 1) 0 a. 20 MINUTE RATED 1314'SOLID CORE WOOD DOOR, FRAME AND WINDOWS b. POSITIVE LATCHING REQUIRED m IS NON RATED PROTECTIVE PLATE ON DOORS, UNLIMITED IN HEIGHT, ARE PERMITTED (19.36.3.12) ® ® d. DOOR CLOSER NOT REQUIRED IS MAX 118"GAP AT HINGE,LATCH&TOPON PULL SIDE OF SINGLE DOORS AND AT � MEETING EDGES OF PAIR OF DOORS (NFPA 806.3.1.7) ME L MAX, T' 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 PARTITIONS AND CEILING (84:2) N. 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 (TABLE 8.3.4.2) IC SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.33.3) ME c. POSITIVE LATCHING REQUIRED T d. NON RATED PROTECTIVE PLATE UP TO 48" (19.3.21.4) LE e. MAX 118 GAP AT HINGE, LATCH & TOP ON PULL SIDE (8.5.4.1 & NFPA 806.3.17) ® f. MAX 34 DOOR UNDERCUT {NFPA 8048.4.1) Fe g, FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 804.4.5) ® h. FIRE DAMPERS REQUIRED (83.5.6.1) i. NO LOUVERS IN DOORS (843.3) TWO HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) ® a. 1 V2 HOUR RATED DOOR & FRAME (TABLE 8.3.4,2) ® b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED S8133) FE c. POSITIVE LATCHING REQUIRED (19.3.63.5) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER ® THAN 46'ABOVE BOTTOM OF DOOR (19.3.2.1.4) ® e. MAX 119 GAP AT HINGE, LATCH &TOP ON PULL SIDE (8.5.4.1&NFPAB06.3.1.7) MAX 3WDOOR UNDERCUT (NFPA 8043..4.1) LE g. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 804.4.5) ® h. 1112HOURFIREDAMPERREQUIRED (8.3.5.6,1) i, 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 (TABLE 83.4.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (193.73&8.5.4.4) B. POSITIVE LATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS (19.3.718) d. NON RATED PROTECTIVE PLATE UNLIMfrED IN HEIGHTSPERMfTTEO (t937.6,i) e. MAX 116 GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS (8.541 & NFPA 8063.1.7) f. EXISTING ASTRAGALS SHALL REMAIN g. MAX 314 DOOR UNDERCUT (NFPA804.8.4.1) II FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 804,45) I. FIREISMOKE DAMPER(S) REQUIRED (85.52) j. NO LOUVERS IN DOORS (8.4.3.3) TWO HOUR FIREISMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 19.3.7) a. 1 112 HOUR RATED DOOR & FRAME (TABLE 8.3.4.2) g b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (193.7.8&8.5.4,4) c. POSITIVE LATCHING REQUIRED (19.3.1.8) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER THAN 16' ABOVE BOTTOM OF DOOR (NFPA806.4.5) - e. MAX 118 GAP AT HINGE LATCH &TOPO N PULL SIDE OF SINGLE DOORS NO AND AT MEETING EDGES OF PAIR OF DOORS (8.5.4,1&NFPA806.3.1.1) EXISTING ASTRAGALSSHALL REMAIN ONf. g. MAX;31 DCOR UNDERCUT (NFPA 8048.4.1) h. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 804.4.5) L FIREISMOKE DAMPER(S) REQUIRED (8.5.52) i. NO LOUVERS IN DOORS 843.3 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 44 213 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 2G 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 PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVDI ZEPHYRHILLS, FL, 33541 I YLE Q R � °q g� 1(� o i T 40 N AR 99970 W m M STEREO ARL z m V! LU i SIGNATURE -ZI DATE W 0 V REVISIONS z N0. DESCRIPTION DATE V 5 ADDENDUM No. 3 11/10/21 < 1 AHCA & MISC. 1/08/2020 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: 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 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 " 1/4" SCALE 4' 0 2' 4' 8- 1/8" SCALE 8' 0 4' 8' 16' 3 4 5 X C SC 2C 10,734 SF 1.9 A CLEAN SUPPLY "OILET 8 S 15 1 II CORRIDOR ui ui ui ui �n ii \—� 3ES STATION � ui w ,> SOILED HOLDING CORRIDOR NURSE STATION i i i == III VEINS LOCKER /A-7 2 SC 2G RESTRICTED CORRIDOR NURSE STATION ELEVATOR LOBBY ®AREA OF WORK I FE------------ 0 ------------------------- ----------- --- ---------------------------------------------___--___ _------- --- s _ OFFICE MEETING/ EDU. CORRIDOR n <:S> — ® TOT J- - F c I Q N �SMOKE COMPARTME�TLIFESAFETY�PLAN - LEVEL 2 1 rA LIFE SAFETY LEGEND F E FIRE EXTINGUISHER L F E C FIRE EXTINGUISHER CABINET OSMOKE DETECTOR EXIT LIGHT EXIT LIGHT W1 DIRECTIONAL ARROW © 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 B S E WO 11 PA PA 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 19-2.5.7) 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 101 Par 19.3.6.3.1) ® a, 20 MINUTE RATED 1314"SOLID CORE WOOD DOOR, FRAME AND WINDOWS (19.3.63.1) I. POSITIVE LATCHING REQUIRED (A19.3.6.3.5(1)) ® c. NON RATED PROTECTIVE PLATE ON DOORS, UNLIMITED IN HEIGHT, ARE PERMITTED (193.6.312) d. DOOR CLOSER NOT REQUIRED ok e. MAX 10GAP AT HINGE, LA7CH&TOPON PULL SIDE OFSINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS (NFPA 806.3.1.7) I. MAX. 1" UNDERCUT FROM BTM OF DOOR TO FINISH FLOOR (19.363.4) ® g. PERIMETER WALLS OF AREAS OPEN TO CORRIDOR CONSTRUCTED TO MATCH ® CORRIDOR PARTITIONS AND CEILING (8.42) h. FIRE OR SMOKE DAMPERS NOT REQUIRED (19.3.7.4) ONE HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) a. N4 HOUR RATED DOOR &FRAME (TABLE 8.3.4.2) ® b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (8.3.3.3) ®_ c. POSITIVE LATCHING REQUIRED (19.3.6,3,5) ® J. NON RATED PROTECTIVE PLATE UP TO e' (19.3.2.1.4) ® e. MAX 1l8"GAP AT HINGE, LATCH &TOP ON PULL SIDE (85.4.1&NFPA 806.3.17) ® f. MAX 3/4"DOOR UNDERCUT (NFPA 8048.4.1) g. FIRE GLAZING SIZE LIMITED TO AREATESTED IN 804.4.5) ® h. FIRE DAMPERS REQUIRED (8.3.5.6.1) to I. NO LOUVERS IN DOORS (8.43.3) TWO HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) ® a. 1.112 HOUR RATED DOOR & FRAME (TABLE 8.34.2) ® b. SELF CLOSING OR. AUTOMATIC CLOSING REQUIRED (8.3.3.3) c. POSITIVE LATCHING REQUIRED (19.3.63.5) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER ® THAN 48"ABOVE BOTTOM OF DOOR (1932.1,4) ® e. MAX 118" GAP AT HINGE, LATCH &TOP ON PULL SIDE (8.5.4.1&NFPA 806.3.17) f. MAX 314"DOOR UNDERCUT (NFPA8048.4.1) g. FIRE GLAZING SIZE LIMBED TO AREATESTED (NFPA8044.5) ® h. 1112 HOUR FIRE DAMPER REQUIRED (&3.66.1) 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 8.3.4.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (193TS&8.5.44) c, POSITIVE LATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS (19.3.7.8) d, NON RATED PROTECTIVE PLATE UNLIMITED IN HEIGHT IS PERMITTED (193.7.6A) e. MAX 118"GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS (8 5 4.1 & NFPA 806.31.7) 1 EXISTING ASTRAGALS SHALL REMAIN g. MAX 314"DOOR UNDERCUT (NFPA 804.8.4,1) h. FRE GLAZING SIZE LIMITED TO AREATESTED (NFPA 804.45) L FIRE/SMOKE DAMPER(S) REQUIRED (B5.52) j, NO LOUVERS IN DOORS (8.4.3.3) 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 * LCCO60210 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 E OF. F.t Gj ����,W TYLER Q'9 AR 99970 c�sTERE'D ARL�` SIGNATURE DATE REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 2 ADDENDUM No.1 07/12/2021 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 �� SCALE: 1/8" =1'-0" N rn 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 ` 1 1 /2" SCALE 0 6" 1' 2' 3/8" SCALE ' expressed written consent of this corporation is prohibited. All rights reserved. - -- 114" SCALE 4' 0 2' 4' 8' 1 2 i 4 CONTRACTOR 5 C C F4 m 0 T ry X 0 A CONTRACTOR PHASE 1 CONSTRUCTION PHASE 1 - SEQUENCE NOTES PI1-1 OWNER VACATES PHASE 1 AREA OF WORK AND REMOVES FURNISHINGS AND ACCESSORIES PH1-2A GENERAL CONTRACTOR INSTALLS DUST BARRIER PARTITIONS PH1-213 PROVIDE A HEPA UNIT WITH TEMPORARY EXHAUST TO PROVIDE A NEGATIVE PRESSURE CONSTRUCTION ZONE, REFERENCE MECHANICAL DRAWINGS PI1-3 CONTRACTOR PERFORMS DEMOLITION AND NEW CONSTRUCTION WORK IN PHASE 1 AREA OF WORK CONTRACTOR PHASE 3 CONSTRUCTION PHASE 3 - SEQUENCE NOTES PI3-1 OWNER VACATES PHASE 3 AREA OF WORK AND REMOVES FURNISHINGS AND ACCESSORIES PH3-2A GENERAL CONTRACTOR INSTALLS DUST BARRIER PARTITIONS PH3-2B PROVIDE A HEPA UNIT WITH TEMPORARY EXHAUST. REFERENCE MECHANICAL DRAWINGS PI3-3 CONTRACTOR PERFORMS DEMOLITION AND NEW CONSTRUCTION WORK IN PHASE 3 AREA OF WORK PI3-4 UPON COMPLETION, OWNER EQUIPS AND OCCUPIES PHASE 3 AREA OF WORK PHASE 1 - DESCRIPTION - INSTALLATION OF ADDITIONAL STRUCTURE REQUIRED FOR O.R. 9 - INSTALLATION OF NEW DUCTWORK IN RESTRICTED CORRIDOR - 24 HR FIRE WATCH PERSONNEL REQUIRED FOR THIS PORTION OF WORK AS INDICATED ON PHASE 1 CONSTRUCTION PLAN PHASE 3 - DESCRIPTION - COMPLETION OF REMAINING CONSTRUCTION IN SCOPE OF WORK 24 HR FIRE WATCH PERSONNEL PHASE 2 CONSTRUCTION PHASE 2 - SEQUENCE NOTES PI2-1 OWNER VACATES PHASE 2 AREA OF WORK AND REMOVES FURNISHINGS AND ACCESSORIES PH2-2A GENERAL CONTRACTOR INSTALLS DUST BARRIER PARTITIONS PH2-213 PROVIDE A HEPA UNIT WITH TEMPORARY EXHAUST TO PROVIDE A NEGATIVE PRESSURE CONSTRUCTION ZONE. REFERENCE MECHANICAL DRAWINGS PI2-3 CONTRACTOR PERFORMS DEMOLITION AND NEW CONSTRUCTION WORK IN PHASE 2 AREA OF WORK CONSTRUCTION COMPLETE PHASE 2 - DESCRIPTION INSTALLATION OF NEW DUCTWORK IN RESTRICTED CORRIDOR - 24 HR FIRE WATCH PERSONNEL REQUIRED FOR THIS PORTION OF WORK AS INDICATED ON PHASE 2 CONSTRUCTION PLAN 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 ENG, IN EER ING, SOLUTIONS, PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 AR 99970 (- l -Zl DATE REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10121 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: PHASING PLANS SHEET ID: ILDG. ID NEW SHEET PROJECT STATUS: CONSTRUCTION DOCUMENTS N N_ m 0 0 0 M N W m z 00 N H U W O a w J U- w 0 O c.> z W J t� Q U 2 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 " 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 I 2 I 3 4 I 5 R U Q M 66 N O N rn N C E. A (D- B02-- "AdEMEN 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 NOT IN SCOPE r I NEGATIVE PRESSURE HEPA H I FILTER MACHINE, SEE L — J MECHANICAL DRAWINGS TEMPORARY EXIT SIGN 'YFE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET 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' 1 1 /2" SCALE 0 6" 1' 2' 3/8" SCALE expressed written consent of this corporation is prohibited. All rights reserved. 1 D REMOVE PORTION OF EXISTING WALL AS REQUIRED 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 7D SMOKE TIGHT. REMOVE STENCILING ABOVE CEILING; SEE MECHANICAL DRAWINGS. $D REMOVE EXISTING VIEW WINDOW & INFILL OPENING IN EXISTING WALL. 2 gp OMIT 0 TAPE SEAL DOOR TO PREVENT DUST ENTERING. KEY PLAN - LEVEL 2 (�) (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 Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 JENGINEERING TLCSO PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT AdventHealth. PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 �E OF FL0 'tP•' W TYL Al 4� 9<< AR 99970 S�;� ED A .........G�� R SIGNATURE DATE REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 2 ADDENDUM No.1 07/12/2021 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: 11MN Mel In" , Al 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS L- 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' C C 0 >. t0 �f 0) ry it 0 Ni Q A U Q 0 0 N M W N O N 1 I 2 7 3 8 i 5 o� a .,e �I L CL aa " ILO U) _ - a as -6-0' oCN a 0 e 2%-MAX '_ LOPE4 da a '4_ 8'-101/2"� n 278B STORAGE I � 278 EXISTING SIDEWALK TO REMAIN EXISTING STORMWATER RETENTION GRATE TO REMAIN 13-8" - - -- - -,, LWR LWR -MA J 2F A U SUB STERILE A 1' - 81/2" q 280 CLR 1' - 81/2" 771 I A41 01 2 2' 1 CLR p 4d Adn1 1 el / /, i i' O. / i I i' / i I I l / X i i , H K PING I rr' i f f q' i' / i IA / i i i" i I, A LCO VE 3 k / i i / I / / i I i i i" i / E P i Ul MENT Q i S U I ,i i, i" T f � S ERILE ; i T i SCR B ; U y i" i N I � � (- -I � �NE�WCO NSTRUCT�ON�PAN SCALE: 1/4" = 1'-0" 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 WINDOW TYPE - SEE SHEET A601 BASE SCOPE OF WORK /////OUTSIDE SCOPE OF WORK FAI 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 1 KEY PLAN - LEVEL 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1/8" SCALE 8' 0 4' 8' 16' TCl ENGINEERING La SOLUTIONS. PROJECT TITLE: AdventHeaith - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 TYLF�, AR 99970 ED 00, L SIGNATURE r L DATE REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 2 ADDENDUM No.1 07112/2021 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: NEW CONSTRUCTION PLAN Al 03 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' 1/4" SCALE 4' 0 2' 4' 8' 2 3 4 5 R I J F A N REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" 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. 2' X 2' SUSPENDED ACOUSTICAL 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 AREA OF WORK 2' x 2' DIFFUSER; SEE MECHANICAL DWGS 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 2' x 4' DIFFUSER; SEE t MECHANICAL DWGS == / NOT IN SCOPE 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 * 1826000956 5620 * LCCO60210 * GB238 TLI ENGINEERING ISCLUTION S PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 TY��� AR 99970 Gfsr�RED A� SIGNATURE DATE REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 2 ADDENDUM No.1 07/12/2021 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: REFLECTED CEILING PLAN SHEET ID: BLDG. ID IJt[IL! PROJECT STATUS: CONSTRUCTION DOCUMENTS N cm V_ t6 O 0 0 M N W z m co I- 0 W 0 W a W U_ W 0 0 z W J U Q U Q 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 " ' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 I 2 1 3 1 4 I 5 h: C 3 A N EQUIPMENT COORDINATION PLAN 1 SCALE: 1/4" =1'-0" EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION FEC FIRE EXTINGUISHER CABINET LWR LOW WALL RETURN AIR DUCT CHASE - SEE MECHANICAL DRAWINGS BASE SCOPE OF WORK OUTSIDE SCOPE OF WORK NOTE: ALL EQUIPMENT SHALL BE COORDINATED WITH EQUIPMENT VENDOR. CONTRACTOR SHALL PROVIDE FIRE TREATED BACKING IN WALL BEHINDE ALL WALL MOUNTED EQUIPMENT ITEM I DESCRIPTION INSTALLED 001 PATIENT TABLE OFOI 002 ANESTHESIA BOOM (CEILING MOUNTED) OFOI 003 NURSE BOOM (CEILING MOUNTED) OFOI 004 LIGHT/MONITOR BOOM (CEILING MOUNTED) OFOI 005 TV MONITOR (WALL MOUNTED) OFCI 006 BLANKET WARMER OFCI 007 STRYKER CONTROL PANEL (WALL MOUNTED) OFOI 008 STRYKER CPU/MONITOR (WALL MOUNTED) OFOI 009 WIRE STORAGE RACK OFOI 010 DIGITAL CLOCK (WALL MOUNTED) OFCI 011 ANALOG CLOCK (WALL MOUNTED) OFCI 012 INTUITIVE WALL PLATE OFCI 013 DVI WALL PLATE OFOI 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 PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 OFp Fo �P'.. TY(. � R�Q AR 99970 t�4� FRED A' SIGNATURE �l-g-ZI DATE REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 2 ADDENDUM No.1 07/12/2021 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: EQUIPMENT PLAN SHEET ID: BLDG. ID A2 Al 05 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 ' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 0 N M W N O N expressed written consent of this corporation is prohibited. All rights reserved. - - 1 I 2 DOOR AND FRAME SCHEDULE 3 I 4 I 5 0 F: 00 9 M 00 N 0 N A MARK ROOM DOOR FRAME HARDWARE FIRE RATING NOTES SIZE DOOR Frame MATERIAL FRAME MATERIAL Type DETAIL WIDTH HEIGHT THICKNESS TYPE HEAD JAMB SILL 3 HOLLOW METAL WOOD HOLLOW METAL A 8/A601 7/A601 6/A601 2 45 MIN. NOA 17-0803.01 278B STORAGE 3' - 8" 7' - 0" 1 3/4" C HOLLOW METAL B 5/A601 4/A601 3/A601 3 4'-0" X 2'-4" WIDE UNEVEN PAIR OF LEAFS 279A O.R. 8 6' - 4" T - 0" 1 3/4" B 279B 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" T - 0" 1 3/4" D WOOD HOLLOW METAL A 5/A60.1 4/A601 3/A601 4 283A O.R. 9 6' - 4" 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 283B O.R. 9 3'- 0" 7' - 0" 1 3/4" D WOOD HOLLOW METAL A 5/A601 4/A601 3/A601 4 PER PARTITION I, _ _TYPE 3WB PARTITION, PER CLAN METAL FRAMING BLOCKING AS NECESSARY CAULK EACH SIDE DOOR FRAME PER DOOR SCHEDULE DOOR PER DOOR SCHEDULE VARIES TYP. DOOR HEAD SCALE: 3" = 1'-0" FACE OF WALL @ INSIDE CORNER (U.N.O.) ^YP. BD. ON METAL FRAMING - INISH AS SCHEDULED OUBLE STUD @ JAMB AINTED H.M. DOOR A RAME TO MATCH XISTING STANDARD � � J UD ANCHORS (3 PER JAMB) TYP. DOOR JAMB SCALE: 3" =1'-0" DOOR PER DOOR SCHEDULE I I o Q .00R COVERING 3SCHEDULED (ISTING SLAB TYPICAL DOOR SILL SCALE: 3" =1'-0" EXISTING SHEATHING BOARD EXISTING EIFS Q SYSTEM WEATHER BARRIER 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 C A 6" METAL STUDS GWB CORNER BEAD _Lj V1 I DOOR HEAD - EIFS SYSTEM ON METAL STUD SCALE: 3" =1'-0" DOOR JAMB - EIFS SYSTEM ON CONC. SCALE: 3" =1'-0" DOOR, SEE SCHEDULE NON -TRACKING EXPANSION JOINT MATERIAL CONCRETE SLAB DOORSILL - EXTERIOR SCALE: 3" =1'-0" A 6" METAL STUDS GWB CORNER BEAD DOOR SHOE EXTRUDED ALUM. THRESHOLD SET IN SEALANT TO CONCEAL EXP, JT. 1/2" MAX FLOOR FINISH, SEE SCHEDULE 9" A.4 S(:HFn 9" 2" AS SCHED. 2" TYPE A TYPE B FRAME TYPES 1 SCALE: 114" = V-0" SET NO.1 3 HINGES 1 STOREROOM LOCKSET 1 WALL STOP 1CLOSER 3 SILENCERS SET NO.2 ENTRANCE LOCKSET HARDWARE PER NOA � 1 TRAVEL LIMITER A2 SET NO.3 6 ELECTRIC OFFSET HINGES 1 HOSPITAL LATCHSET 2 ARMOR PLATES 2 WALL BUMPER 2 OVERHEAD AUTOMATIC DOOR OPERATOR 1 PUSH PLATE 1ASTRAGAL 1 TOP FLUSH BOLT (ON SMALL LEAF) 2 CONNECTOR CABLE SET NO.4 3 HINGES 1 HOSPITAL LATCHSET 1 CLOSER 3 SILENCERS AS SCHED. AS SCHED. 6" 5" co N 5 A B SOLID CORE WOOD PAIR DOORS SOLID CORE WOOD � DOOR 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. IS 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.CONTIN000S 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 1/4" TEMPERED Gr ZING AS SCHED. AS SCHED. 5" 6 5 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 TL- ENGINEERING ,SOLUTIONS PROJECT TITLE: AdventHeaith - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 OF FL1 N �� Ew TYLj �*41 cc 0 P AR 99970 W m c�srFRED z Im U) N U w SIGNATURE W d w U_ DATE W 0 O U I REVISIONS z LU NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 3 BID RFI RESPONSE 07/30/21 2 ADDENDUM No.1 07/12/2021 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: DOOR SCHEDULE AND FINISH LEGEND A601 PROJECT STATUS: CONSTRUCTION DOCUMENTS U V Q 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" 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE " 1/4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' 0!9mmcmkmd�� Moog 1 1 2 1 3 I 4 1 5 I C F� A U FINISH N FINISH PLAN 1F 1 SCALE: 1/4" = 1'-0" KEY MAN U F. MODEL NAME/NUMBER FINISH LEGEND COLOR SHEEN SIZE REMARKS FLOOR TEXAS GRANITE TEXAS GRANITE LVT-1 LVT-2 AMERICAN BILTRITE AMERICAN BILTRITE VTG-130 VTG-158 WHITE/GREY SOFT BROWN 36" X 36" 24" X 24" 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 BASE INTEGRAL BASE IB-1 AMERICAN BILTRITE VTG-130 WHITE/GREY 6" HIGH MANUFACTURERS REP CONTACT: BRYAN LEE 407.636.0658 WALL PROTECTION WP-1 ALTRO WHITEROCK STANDARD WHITE 4' X 10' 4' HIGH ABOVE INTEGRAL WALL BASE; SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: RON TITUS 727.266.7010 WP-2 INPRO RIGID SHEET WALL PROTECTION SHARKSKIN 0350 8' X 10' 8' HIGH ABOVE INTEGRAL WALL BASE; SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: DAVE RONCA 813.391.8407 OMIT INPRO 160 SURFACE MOUNT CORNER GUARD SHARKSKIN 0350 8' HIGH CORNER GUARD. SEE FINISH PLAN FOR LOCATIONS. MANUFACTURERS REP CONTACT: DAVE RONCA 813.391.8407 CG-1 CG-2 CEILING OPTIMA SQUARE TEGULA ARMSTRONG OPTIMA SQUARE TEGULAR WHITE 24" X 24"/ PRELUDE 15/16" WHITE GRID MANUFACTURERS REP CONTACT: JONATHAN ELROD 407.803.3448 ACOUSTICAL CEILING TILE ACT-1 SHERWIN WILLIAMS SW7006 MINDFUL GRAY EPDXY FIELD PAINT. SEE FINISH PLAN FOR LOCATIONS. FIELD PAINT P-1 SOLID SURFACE SS-1 WILSON ART 9204CE MORNING ICE MANUFACTURERS REP CONTACT: MEGHAN RAWLINGS 407.832.5388 VERTICAL PLASTIC LAMINATE PLAM-1 WILSON ART 7966K-12 5TH AVE ELM SOFTGRAIN MANUFACTURERS REP CONTACT: MEGHAN RAWLINGS 407.832.5388 COORDINATE W/ CENTER OF PATIENT TABLE CONTROL POINT; SEE OWNER VENDOR EQUIPMENT DRAWINGS ------- WP-1 ------- ------- WP-2------- CG BASE SCOPE OF WORK WALL PROTECTION, WP-1; SEE FINISH LEGEND WALL PROTECTION, WP-2; SEE FINISH LEGEND CORNER GUARD; SEE FINISH LEGEND LVT-1 301 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 TLCEG'ERIN ,SOLUTIONS, PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT AdventHealth, PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 �L'tOF F�p0'` W TYL O AR 99970 'SrFREb' DATE REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 2 ADDENDUM No. 1 07/12/2021 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: FINISH PLAN, LEGEND & DETAILS SHEET ID: BLDG. ID LVT-2 I I A602 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" 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE " 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 4 I Fol C F. M 0 U FLORIDA HOSPITAL ZEPHYRH1LLj0n7L0 FH ZHILLS,2 OR'S ZEPHYRHILLS, FL DATE: 16 JUL 21 DIREC;TORY 0 SALES REP. TIM CASEY TIM.CASEY@STRYKER.COM PROJECT MANAGER,* CHRISTINE SAKANIVIFA CHRISTINE,SAKANIWA@STRYKER,COM ENGINEER:EDWIN CHAVEZ in s REVISION SUMMARY... 00#000 G**#* 000*000 0000000000 ,,C SHEET SECTION EQUIPMENT LAYOUTS.ii!!####..•##### #i!####!,###i!##••#i### !i##♦!#!#..! R) SHEET SECTION PRE -INSTALL NOTES *** 0 000*00 (P) SKEET SECTION mmm =I= 17: -04' 00' r R . • _ 6 • A'r- 1PISCLAIMER: THIS DOCUMENT CONTAINS CONFIDENTIAL AND PROPRIETARY INFORMATION OF ■ . NEITHER THIS DOCUMENT INFORMATION HEREIN REPRODUCED, FOR THE BENEFIT OF ANY THIRD PARTY WITHOUT THE PRIOR WRITTEN CONSENT OF STRYKER. IA,; Lu 0. 1.10 ss ■ ■ LU 0 .s s sz _ 0 0 < r REP. ilk CASEY PM: CHRONE SAKAN WA SHEET: AUTOCAD DRAWING TEMPLATE I TEM100XX I REV. A PLOT STAMP:REED, JEFF I DATE: 7/16/2021 3:43 PM VENDOR DRAWING - FOR REFERENCE ONLY TL_IENGINEERING S LUT10NS PROJECT TITLE: AdventHeaith - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 TYKE SIGNATURE DATE REVISIONS N0. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 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: VENDOR DRAWING SHEET ID: BLDG. ID NEW SHEET A701 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. T--.- ,_._11-1T_T--7__.. — _ _ _ _. ___ I nnn���mnl�nRnaa mfw�s�� 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' R expressed written consent of this corporation is prohibited. All rights reserved. — — -- G 2 I 3 I 4 1 5 101 A 0 A NOTES:rF R. D EQUIPMENT SCHEDULE Elf NAME CITY ITEM CHROMOPHARE UDM / SLX 628-NF C1 (IN -LIGHT CAMERA) 1 C2 CHROMOPHARE UDM / SLX 628-NEC 1 D NURSE BOOM S-SERIES SPS-2-C /TC UDM 1 E ANESTHESIA BOOM SFS-2 1 CUSTOMER PROVIDED CABINET / DESK H - TOUCH PANEL I SDC I IN -LIGHT CAMERA PDX 1 J SPI4 K ELECTRONICS ON TUBE 2 K8 TC JUNCTION BOX UDM ONLY 1 K 1 O UDM LV BOX 1 L CHROMOPHARE WALL CONTROL PANEL (RECESSED) 1 M FLUSH RECTANGULAR CEILING SPEAKER 4 P 55" 4K MONITOR 2 CONDUIT SCHEDULE CONDUIT RUN CONDUIT CONDUIT ITEM - ITEM t TY SIZE C1 - J C1 -L C1 - C2 1 1I9 1 1 11 D -J 1 2„ E — J K - * 1 24E 1 1 11 K - K 10 - J M —J 1 1 4I" 31� P -J 1 1 41' - NEAREST ELECTRICAL PANEL ,SCALE: 1/2" = l" !� E i LU o.� c W) v e� LLJ LU LLJ ON W LLJ 0 6 c {t6c-o E a Z' r 0 w - 'LU z 01 0Q LL- U- 0 0 C ra Q z U— ZLuU. z 4 U5 TWO <=r C- W a- n zw �-M W L i.- ce >J U z-, 07 1-- U, tn0zzUj �5�z 0LU�0 zz 0 a Lzu 0 U z�:�c, T "- E C 0. cry C L.l LIJ 0* 0 s LLJ • UJ 0 0 tool 0 REP: TIM CASEY PM: CHRISTINE SAKANIWA SHEET: R-OR8 AUTOCAD DRAWING TEMPLATE I TE 100XX I REV. A PLOT TAMP REED, JEFF I DATE: 7/16/ 021 :43 PM Q co VENDOR DRAWING - FOR REFERENCE ONLY N M co 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 LCENGINEERIN S 0 LUTI PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 .�� PT.Ft TyLiER' Q '•. AR 70 rFRED ARL SIGNATURE DATE REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No, 3 11/10/21 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: VENDOR DRAWING SHEET ID: NEW SHEET A7O3 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 I 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 12' 3/8" SCALE 1 ,, 31 61 expressed written consent of this corporation is prohibited. All rights reserved. 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 2 3 4 5 P4 0 ca >1 0) ry ry 0 FRI C E. "A NOTES: (UNLESS OTHERWISE SPECIFIED) EQUIPMENT SCHEDULE KEY NAME QTY ITEM CHROMOPHARE UDM / SLX 628-NFC C1 (IN -LIGHT CAMERA) I C2 CHROMOPHARE UDM / SLX 628-NFC I D NURSE BO 0 M S -SERIES SPS-3-C /TC UDM 1 E ANESTHESIA BOOM SFS-2 I CUSTOMER PROVIDED CABINET / DESK H _TOUCH PANEL I SDC I IN -LIGHT CAMERA BOX I J SP14 1 K ELECTRONICS ON TUBE 2 K8 TC JUNCTION BOX UDM ONLY 1 K10 UDM LV BOX 1 L CHROMOPHARE WALL CONTROL PANEL (RECESSED) 1 M FLUSH RECTANGULAR CEILING SPEAKER 4 N DVI WALL PLATE 2 N2 INTUITIVE WALL PLATE 3 P 55114K MONITOR 2 CONDUIT SCHEDULE RUN CONDUIT CONDUIT --CONDUIT ITEM -11TEM QTY SIZE C1 -i 1 1 C1 -C2 1 1 C2-L 1 1 D - J 1 2" E - J 1 2 K - K8 - K 10 - J II 1 1 4 M - 1 Ik 1 4 N - J 1 1 2I, N2-D 1 1 2 P - 1 1 1 4 NEAREST ELECTRICAL PANEL Cie Oe LU tz Uj U- U" 93e U- LU ad LLI LU 0S. 0071 LU < X P= 00 c8 E z 'r'0 5 0 Uj =,, —0 U 0 r,-, � a LU Z OD � -V < uw, 3: — 00 -j X- < LL a- I LL z 0 I- < 0 ca >- < < cy- z LU U— < 0 z < Z -W W Uj zLU p I.- < 0 U- < U- 0 U- LZLJ in LL' 0 LL- W U di LU 3: 0 U- 0 z 0 LL Z -7 I.— Z 0 V 0 U (/) Es 0 W 2 0 Z Lu Z 0 U z0�� LU F- W M, iD z LLJ V> ::) Ci o OR W 0 Q Ltzi L'I 0 ck� CL LU ry 0 :r t 0 < 0 0 -T- Cke z LU Z 0- LU CL LLJ 0- 0 0 UJI LL- 0 ■ 0 L U u X4 REP: TIM CASEY PM: CHRISTINE SAKANIWA SHEET: Ii R 9 AUTOCAD DRAWING TEMPLATE I TEM I OOXX REV. A ----------- JEFF 1 DATE. 7 VENDOR DRAWING - FOR REFERENCE ONLY 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh,com FL Cert. Nos. AAC001 886 * IB26000956 5620 * LCCOO 0210 * G B238 TLCIENGINEERING S 0 L U T 1 0 N S, PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 SEW TYLER 0 : — A-\— : 0 SIGNATURE DATE REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 DATE ISSUED: 12111/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 C 2019 RS&H, INC. SHEET TITLE: VENDOR DRAWING SHEET ID: NEW SHEET PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright C 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" MEMO 1 1/2" SCALE 0 6" 2' 3/8" SCALE n 1JR111 3' 1 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 1 2 3 4 n C ff. F. a� E 0 CU 0) ry X� 0 A Q N M 00 N O N NOTES: (UNLESS OTHERWISE SPECIFIED) 1. ALL CONDUIT RUNS INCLUDE INSULATED BUSHINGS AND PULL STRINGS. 2. CONDUIT RUNS CANNOT EXCEED 45FRO V END -TO -END. DO NOT EXCEED FOUR (4) 90 DEGREE BENDS.. + CABLES BETWEEN ITEMS OVER 45 FEET IN LENGTH ARE PROVIDED BY THE CUSTOMER I CONTRACTOR. PLEASE REFER TO EQUIPMENT LIST FOR CABLE SPECIFICATIONS. 4. THE PRE -INSTALL MANUAL REQUIREMENTS SUPERSEDE ALL PRE -INSTALL NOTES IN THIS DRAWING PACKAGE. 5. EQUIPMENT LIST: PRE -INSTALL NOTES SCHEDULE KEY NAME ITEM Ci CHROMOPHARE UNIVERSAL DISPLAY MOUNT (UDM) / SLX SURGICAL LIGHT CHROMOPHARE UNIVERSAL DISPLAY MOUNT (UDM) / SLX SURGICAL LIGHT "CONDUIT: i - REFER TO ROOM LAYOUT FOR CONDUIT SIZE. TERMINATE ALL CONDUITS WITHIN 1 i li f OF THE CENTER OF THE CEILING MOUNT �� �� � � d � s� � •. � jai � • � � • � i � # . d ■ y st AUTOOAD DRAWING TEMPLATE I TEMI OOXX I REV. A :REED, JEFF I DA ra oil ON r s a ■ ai Ais P0 Uj cl LO r Qac�00 OLU z 0 0 :;� U I LL 1♦ d 0 .Q e ®. 1 ■ rL • a C LU :b LU 04 • L i iLU• a i • LU i LU !J f • ♦ j ■ r ■ REP: TIM CASEY PM: C RISTINE SAKANIWA SHEET: 1 :43 PM VENDOR DRAWING - FOR REFERENCE ONLY 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 NGI E R N 0LUTI 0 N S, PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT AdventHealth PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 OF. Ft( TYL,� 'ED A� SIGNATURE DATE REVISIONS NO, DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 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: VENDOR DRAWING SHEET ID: BLDG. ID NEW SHEET A705 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 n 1,ql"' 1/4" SCALE 4' 0 2' 4' 8' T _ _ 1T -I I I -- 1/8" SCALE 8' 0 4' 8' 16' 2 3 4 5 n MW e A NOTES: (UNLESS OTHERWISE SPECIFIED) CONDUITI . ALL CONDUIT RUNS INCLUDE INSULATED BUSHINGS AND PULL STRINGS. 2. RUNS CANNOT 45FROMEND-TO-END. DO NOT EXCEED FOUR BENDS. 3. CABLES ew BETWEEN ■ 45 FEET IN LENGTH ARE PROVIDED i CUSTOMER CONTRACTOR. PLEASE L E r S-. REFER O EQUIPMENT FOR s CABLE SPECIFICATIONS. .r 4 - PRE-INSTALL .i !...r MANUAL r REQUIREMENTS SUPERSEDE iD ALL PRE-INSTALL NO iyO _ DRAWING R!. PACKAGE. 5. EQUIPMENT i PRE -INSTALL NOTES SCHEDULE 1 ■ ■ , ■ w � ,� w w r w , � r i w rr r � �' r ■�!� � ■ r r � � ■ i�� � *` r � �i ■� i� �■ r r� r r■ i i � 1 i t �■ ■ r � r ., i . i n r i � i ■ w w, � r r �w � � '�w � w■ r w r r k ■ r � w w w w � r w i � � w � r , w III ♦ r KEY INAME Mo. AM H CUSTOMER PROVIDEDCABINET/DESK DATA-PER LISTED EQUIPMENT. BACKBOX:! EQUIPMENT. NOTE: CUSTOMER / CONTRACTOR RESPONSIBLE FOR RECEIVING AND INSTALLATION OF DOCUMENTATION STATION PRIOR iOR -- i _ i INSTALLATION. TOUCH PANEL, 22" DIMENSIONS: 20.3"W X 15.8"H X 13.5"D WITH STAND DATA: NONE BACKBOX: NONE r DIMENSIONS: d DATA: ETHERNET CONNECTION BACKBOX: i PRINTER DIMENSIONS: 12. "W X 8.2"H X 16.7"D DATA: N ON E BACKBOX: NONE IN -LIGHT CAMERA BOX CONDUIT: ROUTE TO LIGHT SUSPENSION AND ROUTER (SPI), - MAXIMUM LENGTH OF 45 FEET OF CONDUIT RUN FROM WITHIN 18" OF THE CENTER OF THE CEILING MOUNT TO EITHER A JUNCTION BOX USED FOR MOUNTING THE CAMERA CONTROL OR THE DOCUMENTATION STATION, PER CUSTOMER SPECIFICATION. POWER: NONE. DIMENSIONS: 17.4"W X 8.85"H X 15"D J SPI4 "DIMENSIONS. - MEDIA ROUTER: 20.6"W X 24""H X 17"D - TOTAL SPACE REQUIRED. 27.5"W X 81 "H X 29"D POWER: SIXTEEN (16) ELECTRICAL RECEPTACLES AT THE MEDIA ROUTER LOCATION ALL RECEPTACLES REQUIRE CRITICAL POWER ALL ELECTRICAL CIRCUITS SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL BUILDING CODE OR WHAT IS SPECIFIED IN THE IBC. DATA.: ONE (1 ) ETHERNET CONNECTION BACKBOX: ONE (1) 18"W X 1 "H X 4"D (OR LARGER) JUNCTION BOX FLUSH MOUNTED. - SET BOTTOM OF BOX 9" ABOVE FINISHED FLOOR. NOTE: TERMINATE ALL INTEGRATION CONDUITS TO THIS JUNCTION BOX. K ELECTRONICS ON TUBE "CONDUIT: - ONE (1) 111" BETWEEN THE WALL CONTROL AND LIGHT MOUNT - ONE (1) 111" CONDUIT FROM MAINS 120 VAC (0 AMP) TO LIGHT MOUNT POWER. �r - MAINS AC POWER SHOULD BE 120 ° al!■ iltHZ CONNECTED WIRE, AWG MIN. TERMINATED TO FUSED TERMINAL BLOCK ON ELECTRONIC PLATE - CONTRACTOR IS RESPONSIBLE FOR RUNNING POWER AND MAKING ALL CONNECTIONS FIR A r MAINS SUPPLY i ELECTRONICS AUTOCAD DRAWING TEMPLATE I TEMIOCXX I REV.. A PLOT STAMP:R ED, JEFF I DATE. 711 r I B LU .� CLr r� %L_ LU Cc a '�- ° n W CO F W C'1 V"3 tfj X ( F-- 00 -. 0 �- 8 W t U R 0 tU au�co < Wt, c'00 z Lo..L LL 0 ac ! , Uj z a� 0 .>- Q C a LU W L,U Z CL t d LU LU CZ H L, 0 Q c Q i LE T , �'+�� 3 liy✓ tn L1_ 0 Ln � Z 2 ¢0 �- z w 2 go C1 p LU Z U Z W z=U) LU LU a_ W C3.. QOC 0 I— � o LU o w I'— O z 040 Ir-.II < il.— LJJ C O 0 < n: EL. PEP: TIM CASEY PM: CHRISTINE SAKANIWA SHEET: 1 3:43 PM VENDOR DRAWING - FOR REFERENCE ONLY 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 LUT10NS, PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT AdventHealth PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 IED A SIGNATURE DATE REVISIONS NO. ( DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 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: VENDOR DRAWING SHEET ID: NEW SHEET all 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" 12' 3/8" SCALE 11 " ' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' F. Q OD N M 00 N O N expressed written consent of this corporation is prohibited. All rights reserved. N N 17 CO O O O M N ui m L Z m M N H U ui O W a L;j J LL W 0 O U H z LU J U a U a 2 3 ( 4 1 5 C M. P m n U UK 8. 'and oeries, Q La ., So-S ndard Powered, 2 row w% a- / S F �0 ak r z ' 101 09 Proposal , 10,068225 Proposal Yeas- 20211 Effective Through, 21.-Ma - 020 , D E THEALTH ZEPHYRHILLS Proposal I; Page 1 of VENDOR DRAWING - FOR REFERENCE ONLY 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 GI N E E R I N Y T LCIS0LUT10 N S, PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 FQ SIGNATURE DATE REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 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: VENDOR DRAWING SHEET ID: BLDG. ID NEW SHEET A70 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 3" 6" 1' 1 1 /2" SCALE 0 6" 1' 2' expressed written consent of this corporation is prohibited. All rights reserved. 3/8" SCALE 1 - r -- 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' I 2 3 4 5 111 E9 9 A uK 8 and 9 - S-Series, Standard Powered, 2 row, 2 a ff� ru—P re K oudets Qty Description --7 3 1 G Blank Plate I Distribution Board 91cm LEFT Total 1 W20A Circuits -01TWIMI-VINE9 Rro�sal * 10068225 v. 6 1 Proposal Year- 20211 Effective Through: 21-May-2020 ADVENTHEALTH Z5PHYRHIL1_S, Proposal I Page 2 of -6 VENDOR DRAWING - FOR REFERENCE ONLY TLCIENGINEERING SO LU T'! ON S PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 • W • A 549970\ E . D - NF SIGNATURE DATE REVISIONS NO, DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 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: VENDOR DRAWING SHEET ID: BLDG. ID NEW SHEET A70 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 6" 1 1 1/2" SCALE 0 6" 1 2' expressed written consent of this corporation is prohibited. All rights reserved. 3/8" SCALE 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 11111111111111160" 1 1 2 3 1 4 1 5 IN C A A OKr"'4'8 and 9 - ZS'*Il-Series, Standard Fixed, 2 row, 2 arm Prosall ' 10068225 v. 6 1 Proposal "ear: % 1 ( Effective Through, -day'- 0 At)VENTHEALTH ZEPHYRHILLS Proposal I Page 3 of VENDOR DRAWING - FOR REFERENCE ONLY 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 jS L U T 1 0 N S PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 r OF Fl C P� ........... 'ED A SIGNATURE DATE REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 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: VENDOR DRAWING SHEET ID: BLDG. ID NEW SHEET A71 0 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright C 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 " ' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 2 3 4 5 0 C M. E `o T ry fy 0 0 OR 8 and 9 - S-Series., Standard Fixed, 2 row, 2 arm S Anesthesia Boom j Beacoo p Chemtron Beacon i Beacon Madeas Ar Adjff§L- r ,strIlyke i I O �` LEFT Desc pt o 4 Total 15A120A -Irctit I Cirm ait for Motor and Brake PToposal . 10,068 v Proposal Year: 2021 1 Effective Through, 1-May-20 O AD E `l' _ LTH ZIEPHYRHILLS Proposal I Page 4 o f 6 VENDOR DRAWING - FOR REFERENCE ONLY ENGINEERING F SO LUT! ON PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT AdventHealth PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 SIGNATURE DATE REVISIONS NO, DESCRIPTION DATE 5 ADDENDUM No. 3 11/10/21 DATE ISSUED: 12/11i2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 © 2019 RS&H, INC. SHEET TITLE: VENDOR DRAWING SHEET ID: BLDG. ID NEW SHEET A71 1 PROJECT STATUS: CONSTRUCTION DOCUMENTS N N CC O O O_ M w m M z m N F U W O d W J U- w a O c-) z w J C-) Q U 2 Q 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 ' 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 2 1 3 1 4 5 IN C uK 8 and 9 Ilm LED/ FP - 9P �Inlight Cam M ,-:628/UDM ADVENTHEALTH ZEPHYR,H!LLS Propo�,al I Page 5 OU6 Prap-osall #' 10068225 v, 6 1 Proposal Year 2,0211 Effective Through, 21-May-2020 A VENDOR DRAWING - FOR REFERENCE ONLY 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 * LCC06021 0 * GB238 1 C ENGINEERING I S 0 L U T 1 0 N S, PROJECT TITLE: AdventHealth - ZEPHYRHILLS OPERATING ROOMS 8 & 9 BUILD OUT ......... ..... I PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 OF FAO C7 �10,N T L 'E D SIGNATURE DATE REVISIONS NO. DESCRIPTION DATE 5 ADDENDUM No. 3 11/10121 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: VENDOR DRAWING SHEET ID: BLDG. ID NEW SHEET A712 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 I 3" SCALE 0 3" 6 1 1/2" SCALE 0 6" 11 2' 3/8" SCALE Iq,. 3' 6' expressed written consent of this corporation is prohibited. All rights reserved. ---TT-- - ------Tr --7- -- - -- - -- - - ---- ------- 1/4" SCALE 4' 0 2' 4' 81 1/8" SCALE 8' 0 4' 81 16' 2 3 4 5 I C n. 0 ry ry 0 ADVENTHEALTH ZIEPHYRHILS Proposal [ Page 6 of 6 Proposal *1 10068225 v. 6 1 Proposel Year � 2,0211 Effective Through: 21-May- 2.020 N O O Copyright (9 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 1/2" SCALE 0 6" 2' 3/8" SCALE VENDOR DRAWING - FOR REFERENCE ONLY 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' RPM 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AACOO 1886 * IB26000956 5620 * LCC000210 * GB238 E N G I N E E it H-N; L%C SOLUTIONS, PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 C4...... ..... j T C) SIGNATURE _j U_ DATE LU 0 0 REVISIONS LU DATE ISSUED: 12/11/2019 REVIEWED BY: ML DRAWN BY: TH DESIGNED BY: MW PROJECT NUMBER: 504-0253-000 (D 2019 RS&H, INC. SHEET TITLE: VENDOR DRAWING SHEET ID: BLDG. ID NEW SHEET A713 PROJECT STATUS: CONSTRUCTION DOCUMENTS