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HomeMy WebLinkAbout7050 Gall Blvd (100)I 1 i I 11 11 1 ''NI I I '1 1 11112 11111 11 117 I I I _ I ' _ I I' 114ll _ w i 2 91 D C P; A 0 M ARCHITECTURAL ABBREVIATIONS PLAN SYMBOLS & AND MATL. MATERIAL VIEW TITLE LEVEL HEAD @ AT MAX. MAXIMUM 0 DIAMETER MECH MECHANICAL ? 2 MEP MECHANICAL, ELECTRICAL & PLUMBING - A.B. ANCHOR BOLT MFGR. MANUFACTURER SCALE: ? A/C AIR CONDITIONER MGR. MANAGER ACT ACOUSTICAL CEILING TILE MIN, MINIMUM ADJ ADJUSTABLE MISC. MISCELLANEOUS ROOM TAG ROOM TAG W/ AREA AFF ABOVE FINISHED FLOOR M.O. MASONRY OPENING A.F.S. ABOVE FLOOR SLAB MOD MODIFIED AHU AIR HANDLING UNIT MTL METAL ALUM ALUMINUM MWP METAL WALL PANEL ANOD. ANODIZED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NO. NUMBER APPROX. APPROXIMATE OR APPROXIMATELY N/A NOT APPLICABLE ARCH ARCHITECTURE, ARCHITECTURAL NFPA NATIONAL FIRE PROTECTION ASSOCIATION DETAIL SECTION WALL SECTION AVG AVERAGE N.I.C. NOT IN CONTRACT A.W.I. ARCHITECTURAL WOODWORK INSTITUTE N.T.S. NOT TO SCALE ? B.H.M.I. BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC. O.C. ON CENTER BIM BUILDING INFORMATION MODELING O.D. OUTSIDE DIAMETER BLDG. BUILDING OFCI OWNER FURNISHED CONTRACTOR INSTALLED BM. BEAM OPG OPENING BUILDING SECTION CALLOUT HEAD & REGION B.O. BOTTOM OF OPP, OPPOSITE B.U.R. BUILT-UP ROOFING OSHA OCCUPATIONAL SAFETY AND HEALTH ACT ' OVHD OVERHEAD q CENTERLINE ? ? ? gO.T.S. CENTERLINE OF TENANT SEPARATION PDU POWER DISTRIBUTION UNIT ? ? ? C.J. CONTROL JOINT P.LAM. PLASTIC LAMINATE — — — — CLG. CEILING PLYWD. PLYWOOD DOOR TAG WINDOW & LOUVER TAG CLR. CLEAR PNL. PANEL CLO. CLOSET PR. PAIR CMU CONCRETE MASONRY UNIT PRE-FAB PRE -FABRICATED COL. COLUMN PSF 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. DOOR R RADIUS ❑ DTL. OR DET. DETAIL R.A.F. RAISED ACCESS FLOOR DWG. DRAWING R.A.G. RETURN AIR GRILLE RB RUBBER BASE EA. EACH RECEP. RECEPTION, RECEPTIONIST VIEW REFERENCE NORTH ARROW E.F.S. EXTERIOR FACE OF SHEATHING REF REFRIGERATOR. REFER, REFERENCE E.J. EXPANSION JOINT REINF REINFORCING, REINFORCEMENT N ELEC. ELECTRIC. ELECTRICAL REQ'D. REQUIRED MATCHLINE ELEV. ELEVATION REV. REVISED, REVISION SEE ?/? E.O.S. EDGE OF SLAB R.D. ROOF DRAIN ENG. ENGINEER, ENGINEERING R.O. ROUGH OPENING E.P. ELECTRICAL PANEL EPDM ETHYLENE PROPYLENE DIENE MONOMER Sc SEALED CONCRETE EXTERIOR ELEVATION INTERIOR ELEVATION EQ. EQUAL SCHED. SCHEDULE EQUIP. EQUIPMENT SCW SOLID CORE WOOD E.R.D. EMERGENCY ROOF DRAIN SECT. SECTION E.T.D. ESTIMATED TRAVEL DISTANCE S.F. SQUARE FEET ? E.W.C. ELECTRIC WATER COOLER SFRM SPRAYED FIRE RESISTIVE MATERIAL EXIST. EXISTING S.G.P. SEMI -GLOSS PAINT EXP. EXPANSION, EXPOSED SQ. IN. SQUARE INCHES EXT. EXTERIOR SHT. SHEET SHTS. SHEETS MATERIAL SYMBOLS F.D. FIRE DAMPER, FLOOR DRAIN SIM. SIMILAR FDC FIRE DEPARTMENT CONNECTION SPECS SPECIFICATIONS 1-HOUR RATED WALL 2-HOUR RATED WALL FDN. FOUNDATION S.S. SERVICE SINK FE FIRE EXTINGUISHER STC SOUND TRANSMISSION CLASS FEC FIRE EXTINGUISHER CABINET STD. STANDARD F.F. FINISHED FLOOR STL. STEEL F.F.E. FINISHED FLOOR ELEVATION STOR. STORAGE FHC FIRE HOSE CABINET STRUCT STRUCTURAL, STRUCTURE FIN. FINISH, FINISHED SUSP. SUSPENDED 3-HOUR RATED WALL SMOKE RATED WALL FLR. FLOOR SQ. SQUARE F.O. FACE OF F.O.B. FACE OF BRICK T&G TONGUE & GROOVE®- F.O.P. FACE OF POST TEL. TELEPHONE FT. FEET TG TEMPERED GLASS FTG. FOOTING T.O.STL. TOP OF STEEL F.V. FIELD VERIFY T.O.B. TOP OF BRICK. TOP OF BEAM FRP FIBER REINFORCED PANEL T.O.S. TOP OF STEEL, TOP OF SLAB BATT INSULATION CONCRETE T.O.SH. TOP OF SHEATHING GA. GAUGE T.O.W. TOP OF WALL GALV. GALVANIZED TYP. TYPICAL GBF GYPSUM BOARD FURRING GL. GLASS U.L. UNDERWRITERS LABORATORIES G.P. GLOSSY PAINT U.O.N. UNLESS OTHERWISE NOTED GYP. GYPSUM GRAVEL EARTH GWB GYPSUM WALL BOARD VCT OR VT VINYL COMPOSITION TILE VB VAPOR BARRIER _ HB HOSE BIBB VDC VIRTUAL DESIGN & CONSTRUCTION HDW HARDWARE VERT. VERTICAL - HGT. OR HT. HEIGHT VR VIRTUAL REALITY HKS HOOKS HM HOLLOW METAL W/ WITH HORIZ. HORIZONTAL W.C. WATER CLOSET EXPOSED &FINISHED WOOD TRIM GYPSUM 1 PLASTER HVAC HEATING VENTILATION & AIR CONDITIONING WCO WALL CLEANOUT WMP WIRE MESH PARTITION�,��A�� I.D. INSIDE DIAMETER WD WOOD I.F.S. INTERIOR FACE OF STUD WWF WELDED WIRE FABRIC i.e. THAT IS. SUCH AS IN. INCH, INCHES YD. YARD INSUL. INSULATION MASONRY - CONCRETE BLOCK MASONRY - BRICK INT. INTERIOR JT. JOINT JAN. JANITOR JST. JOIST K.P. KICK PLATE PLYWOOD RIGID INSULATION LAM. LAMINATE LAY. LAVATORY LB. POUND LDG. LANDING -- LONG. LONGITUDINAL LT. LIGHT LTG, LIGHTING STUCCO) E.I.F.S. STEEL LRV. LOUVER LVT LUXURY VINYL TILE LVP LUXURY VINYL PLANK CODE SUMMARY APPLICABLE CODES - AHCA GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF HOSPITALS AND OUTPATIENT FACILITIES 2014 EDITION, F.A.C.69A-60 F.A.C. 69A-3.012 APPLICABLE CODES 2017 FLORIDA BUILDING CODE (FBC): BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): EXISTING BUILDING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): MECHANICAL (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): PLUMBING (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): ACCESSIBILITY (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): TEST PROTOCALS (6TH EDITION) 2017 FLORIDA BUILDING CODE (FBC): FUEL GAS (6TH EDITION) 2017 NATIONAL ELECTRICAL CODE 2017 FLORIDA FIRE PREVENTION CODE 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 110, EMERGENCY & STANDBY POWER 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 101, LIFE SAFETY CODE 2018 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 99, HEALTH CARE FACILITIES CODE 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, FIRE ALARM 2017 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70, ELECTRICAL 2016 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 13, SPRINKLERS SUMMARY INTERIOR RENOVATION TO EXISTING HOSPITAL CENTRAL PHARMACY - LOCATED ON THE 2ND FLOOR - UPGRADES FOR USP800 COMPLIANCE OCCUPANCY CLASS INSTITUTIONAL GROUP, 1-2 (FBC, SECTION 308) CHAPTER 19, EXISTING 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 245 S.F. (GROSS) OCCUPANCYLOADS IN SCOPE: 245 GROSS SQ. FT. I.V. PREP: 72 SQ. FT. / 240 = 1 OCCUPANT ANTE ROOM: 70 SQ. FT. / 240 = 1 OCCUPANT CHEMO ROOM: 81 SQ. FT. / 240 = 1 OCCUPANT TOTAL: = 3 OCCUPANTS SEE OCCUPANCY AND EGRESS CHART, SHEET A100 (EXISTING - NO CHANGE) EGRESS WIDTH SEE EXIT TABULATION CHART, SHEET A100. FIRE PROTECTION THE BUILDING IS FULLY SPRINKLERED PER NFPA 13. SEE GENERAL FIRE SPRINKLER NOTES, SHEET G002. THE BUILDING WILL CONTAIN A FIRE ALARM SYSTEM CONSISTING OF HORN/STROBES PER NFPA 72. PORTABLE FIRE EXTINGUISHERS WILL BE PROVIDED PER NFPA 10. G.C. SHALL PROVIDE FIRE EXTINGUISHERS DURING CONSTRUCTION PER 2010 FFPC. EXISTING UL G515 FLOOR/CEILING ASSEMBLY AT ALL FLOORS TO REMAIN. REQUIRED FIRE RESISTITVITY TO BE MAINTAINED THROUGHOUT. SEE DEMO NOTES FOR ADDITIONAL INFORMATION. TRAVEL DISTANCES (PER TABLE 1016.1) MAXIMUM ALLOWABLE TRAVEL DISTANCE IS 200 FT. MAXIMUM PROVIDED TRAVEL DISTANCE IS 72 FT. MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL IS 75 FT. MAXIMUM PROVIDED COMMON PATH OF TRAVEL IS 20 FT, VICINITY MAP Dade City North Dade City PROJECT SITE (T-9 Green Swamp Wilderness Preserve 22 St Leo 301 Colt Creek State Park Richland I°iHealth Zephyrhills 40?(q;lryrhills North sley I South Zephyrhills Upper Hillsborough g8 (51) Zephyrhills Preserve South 39 361 Crystal Springs LOCATION MAP PROJECT SITE 9 !ueen Grill & Chill Grand Reserve At Zephyrhills b Benzer Pharmacy 307 39 >panish Trails Blvd q Advenir leaith Zephyrhills m 0 a p o a Florida Pain Medicine i PCREATION Health Wellness Center Arbor Ridge Or 0 9 Pawn Max Daughtery Rd Daughtery Rd Bay Area Injury QRehabilitation Specs Iro by T-Mobile Zephyrhills Eye Institue s, Akumin Radiology (Perich Eye Center) 33, eri Wash East Pasco 4 19 Zephyrhills Fire \PA Auto Q Department Station 1 TAM279 Fresh Country Cafe Select Physical Therapy Elks Lodge Zephyrhills Cinema 10 en Corrals Kelty Lvnn Ct n N PROJECT ADDRESS: TRUE NORTH 7050 GALL BLVD. (1) ZEPHYRHILLS, FL 33541 PROJECT TEAM ARCHITECT: M./E./P. ENGINEER: RS&H, INC. EXP GLOBAL, INC. 301 E. PINE ST. 2601 WESTHALL LANE SUITE 350 MAITLAND, FLORIDA 32751 ORLANDO, FL. 32801 PHONE: (407) 660-0088 PHONE: (407) 893-5800 FAX: (407) 660-1655 RS911 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 USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 P E OF LYNN S411 AR00155?Ar c�s TERED lotc,o 0 CDf/ N w�1lJ�i�L DATE W_ J U Q V Q REVISIONS NO, DESCRIPTION DATE DATE ISSUED: 06/19/2019 REVIEWED BY: AM DRAWN BY: DB DESIGNED BY: YK/JS/MW PROJECT NUMBER: 504-0232-000 O 2019 RS&H. INC. SHEET TITLE: PROJECT INFORMATION SHEET ID: BLDG. ID G001 PROJECT STATUS: CONSTRUCTION DOCUMENTS 0 1 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' N I 1 P1II q I III I 1 qRovig I jp.qp+Jji 111 if I 1 11 _ 11�1 III 1 1­, 1 3 1 4 E i ik 7 C 0 R V A a v 0 N 0 N 0 N CD GENERAL NOTES FOR EMOLITION PLANS. 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 51B 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. GENE-F. MOTES FOR LIFE SAFETYPLAT. 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. OENEFAR R E PR NK NOTES. 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". GENERAL, -NOTES FNEW-O TI t)RCONSTRUCTION ON AND DIMENSION PLANS. 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 AUDIONISUAL COMMUNICATION DEVICES TO THE CITY FOR SEPARATE PERMITTING. 5. STENCIL EACH "WALUPARTITION/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. GENERAL NOTES FOR­ 1. EF�.E TE[� EIL + PLAN. 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. GENERAL PROJECT NOTES. 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. 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 x LCC000210' GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 h�P�E OF F4pR'O 9 ,,,w LYNN SM/p�, AR0015551 RED A DATE REVISIONS NO. DESCRIPTION______- DATE DATE ISSUED: 06/19/2019 REVIEWED BY: AM DRAWN BY: DB DESIGNED BY: YK/JS/MW PROJECT NUMBER: 504-0232-000 C 2019 RS&H, INC. SHEET TITLE: GENERAL NOTES SHEET ID: BLDG. ID G002 PROJECT STATUS: CONSTRUCTION DOCUMENTS X Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE " 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' EMOMMOMMA F a a C7 a� a� d C m a p2 T U (0 F Cu L n. expressed written consent of this corporation is prohibited. All rights reserved.-- t A I — I— - - - - I 'II' 1 '� III II'I "1 1 II 111"MR1 -Iw ln"i l I I II_ I I A " 1 C E 3 4 I 01 C N1 F:- V A U 2 a w r- 0 0 N 0 N 4'- 2" STAIR WIDTH 50" / 0.3 = 190 OCCUPANTS I 44" SINGLE DOOR 42" / 0.2 = 167 OCCUPANTS STMR z cl ❑ i H psrooR s EaIPrAENr s 6L88TEPoIF EW.E1 0: - EEUPMEM - / fiTCYUfi Pill AREA OF WORK - C C isaaDou, �� REsrRx-rEDavRiDx ttl.0 - � I ❑aEAN�LPPL� �> 41 36" SINGLE DOOR -)77" 0 34" / 0.2 = 170 OCCUPANTS Cl FE C SLEEP ALOWE -� FE-ir` 8ED1 \,� _ W EWIPMEM sU `F18L all scRue / -T� ��T� ❑ L I I' 4'- 0" STAIR WIDTH CORRIDORRIOLw T z z J E)! Fe JRI�I' 48" / 0.3 = 160 OCCUPANTS o 1 TLT [� � e c BED3 ^_' 1 f-Ul-AII -:.� t7,\ EtlAPMENi OR4 : CHEMO I(�1 ♦ FEC ' TL! , RESTP.ICTE: COPRICOR b' t _ Mal J - Y .. i '� GRr,coR: FE 200 � �� � .. " ..•, .... .. ", �, .-.., - _ F ® FE " �FE j! ANTE rEtT PUA1P5WP.y / 21 SURGERY 201 �' REsrRcTEGxRmmR r01 CRU IV PREP ❑ /.... -"w,.,•• :,,,�.T r..•r/ i �I ' - NLWSE� /, 6UB SrEAttE �..: ., _.� -• �L ' _. BED7 SfATiad SF 2021 LWl.GE ^ RED BAG GSE CART 6TCMCE,__ .✓ ,., FEC ® . E,ED 16 _Fr. 4.v Fr ' EC I BED8 I/ fW1� stir _ � 1 woR: " MQ17 all J r- ❑ - BEDSFE E;£VATOR LGBBvi• \2KDlD FE 13 moil EIEClRIGLaaM ENIXI, DAC: � CiFK;E MEETIIY.r'EaJ ❑� FEC (� 61LWrME H AFF - 41 \ / BED 17 c�Mncn � -� nI[+ eouu ) •_ � � � , -TORftEVATOR LaBBt �\ IFE BED 1,, �-� / ® T IS ' HOLDNG601LE0 "_ FILL STATI rxms[ H H " � 3' - 8" STAIR WIDTH PAT=�I I °" - PR A PRROS GOM6 PREFSTRGGM< PRE Pa TRW E N R6E6TATW PREp�,aaN„ a ERENFRDO 44" / 0.3 = 147 OCCUPANTS ❑ '� - 8" ST AIR TAIR WIDTH BEo 14 ❑CrATICN -- FANILYNNITIW . 44" / 0.3 = 147 OCCUPANTS �❑ ❑--a ❑ n - 44" SINGLE DOOR i ❑ �. �2H, PRE OP \ 48" SINGLE DOOR - 42" ! 0.2 - 167 OCCUPANTS 46" / 0.2 = 230 OCCUPANTS L TaIEr a.EArvSUPPLY O i TaLEr; - it PREPasT FOCN t, -CLEAN 11NEN - al.LONSIIL RiE1P0af R0aM6 'i PRDPC6T ROOM] PRD PC6T ROaAB PREPOSi ROJM9 PRFR(STROCM fO PREAOSf ROaA t] PRFRO6l ROCM ,: _ Iul _ ra,Er raLEr \ , N " LawTOR - / FEC ­0 - S DR l - igLET T :,- ed ❑ , ..{ � ❑ Ta�Er i I ❑ i HUp aIFF ❑� " ' - �, h yyII i E ---------- IAT , ; IF mz - FEC FEC- OU - 4'- 0" STAIR WIDTH 48" / 0.3 = 160 OCCUPANTS 36" SINGLE DOOR 34" / 0.2 = 170 OCCUPANTS NOTE 1 H � � FEC ��:. � _ EC Z ❑ � - QGORWDOR tv AAMTOR LlEW LINEN O �\� . � '\ _ pIGI PIISE III,: _-LAI, u_.r:.,_. GTH LLB WAKING \ J I • < /L ml - GNN _ H H FEC I i m❑ L.) I-� u v T.T.,, / 44" DOOR SINGLE ❑ 42" / 0.2 = 147 OCCUPANTS ' -- Y Y EOUIPMENi STatAGE \ L� G4TN R LL[WRE.I p0R({WF OJRAIDgt _7 / �': VESTiAULE OATH PRCCfWAE-: � �•• �. -; Y:, 4'- 9" STAIR WIDTH °«R SAGE '� _ O NGE 5 7 / 0.3 - 190 OCCUPANTS I - TT 6RTaa �11 l� r E ° FEC 2A� 'J SP FE FE E FE I � _ . Ili / I -I j PETI � I ° 44" SINGLE DOOR 42" / 0.2 = 147 OCCUPANTS j \ � � ❑❑�FE 3' - 8" STAIR WIDTH I� F 44" / 0.3 = 160 OCCUPANTS -FE III FE N r El 48" SINGLE DOOR 44" / 0.2 = 170 OCCUPANTS 4'- 0" STAIR WIDTH 48" / 0.3 = 160 OCCUPANTS 4'- 0" STAIR WIDTH 48" / 0.3 = 160 OCCUPANTS 36" SINGLE DOOR 34" / 0.2 = 170 OCCUPANTS �0 �4 Lj/k 0� a �3 7 ,a 0 � I FEC Fr - i411 �al� 1 \ 61 /It ❑ \ t I� 413 d \ o 2 "I z ❑ �� FEC x ® FE ICI �' �\ \-- I •I�\� , � ® \ -/ �2D� FEC A r� / - - ®® ❑ ® - ;,:,C3 nFE I� FEC T FHc Pro res 've Care -16 Beds FEC I'I� a -7 LIFE SAFETY PLAN - LEVEL 2 � % ,I ❑ 9 FF O O rtFEs I�T�1 �1 SCALE: 3/64" =11-0" 48" SINGLE DOOR 46" / 0.2 = 230 OCCUPANTS 4'- 0" STAIR WIDTH 48" / 0.3 = 160 OCCUPANTS LIFE SAFETY LEGEND -= FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET & EXTINGUISHER CABINET FIRE BLANKET S SMOKE DETECTOR ' HEAT DETECTOR ,1,4 EXIT LIGHT I4 T EXIT LIGHT W1 DIRECTIONAL ARROW C1 FIRE ALARM CHIME OF F FIRE ALARM MANUAL PULL STATION L FIRE ALARM STROBE osP STAND PIPE CCR CARD READER Q` SMOKE ZONE I 44 EXIT ARROW / CLEAR WIDTH ETD EXIT TRAVEL DISTANCE CPT COMMON PATH OF TRAVEL 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 RATE01314"SOl1D CARE W000 DOOR, FRAME AND WINDOWS (19.363.1) b. POSITIVE LATCHING REQUIRED (A19363.5(1)) c. NON RATED PROTECTNE PLATE ON DOORS, UNUMTTED IN HEIGHT, ARE PERMfITED (1936.3.12) d. DOOR CLOSER NOT REQUIRED (19.36.3.11) e. MAX 118" GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS (NFPA806.3.1.7) I. MAX.1"UNDERCUT FROM BTM OF DOOR TO FINISH FLOOR (19.3.6.34) g. PERIMETER WALLS OF AREAS OPEN TO CORRIDOR CONSTRUCTED TO MATCH CORRIDOR PARTITIONS AND CEILING (8 42) h. FIRE OR SMOKE DAMPERS NOT REQUIRED ONE HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) ® a. 314 HOUR RATED DOOR & FRAME (TABLE 8342) (83,33) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19363.5) c. POSITIVE LATCHING REQUIRED (1932.14) ■ d, NON RATED PROTECTIVE PLATE UP TO 48' (85.4.1&NFPA 806.31ll ■ e MAX 118"GAP AT HINGE LATCH BTOPON PULL SIDE (NFPA 804.8.4.1) ■ f MAX 34"DOOR UNDERCUT (NFPA 80445) g. FIRE GLAZING SIZE LIMBED TO AREA TESTED (83.56.1) h, FIRE DAMPERS REQUIRED (843.3) y L NO LOUVERS IN DOOR$ Y3 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 (83.3.3) c. POSRNE LATCHING REQUIRED (19363.5) - d. RATED PROTECTNE PLATE REQUIRED F TOP OF PLATE I$GREATER THAN 4r ABOVE BOTTOM OF DOOR (19 32.1 4) e, MAX V8'GAP AT HINGE LATCH B TOP ON PULL SIDE IS 54. 1& NFPA 8063.1.7) I. MAX 34'DOOR UNDERCUT (NFPAB04.8.4.1) g. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 804A 5) h. 1 1R HOUR FIRE DAMPER REQUIRED (8.356.1) i, NO LOUVERS IN DOORS (84.3.3) ONE HOUR FIREISMOKE BARRIER WALL ASSEMBLY (NFPA 101, Par 19-3.7) a. 20 MIN. RATED SOLID CORE WOOD DOOR OR STEEL DOOR & FRAME (TABLE 8.3 4.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (193,78&8.54.4) c. POSITNE LATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS (19.3.78) d. NO RATED PROTECTIVE PLATE UNLIMITED N ED N HEIGHT IS PERMITTED 7. (19.3 6.1) e. MAX 118" GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOOR$ IS 5.4.1 & NFPA 806.3.1.7) f. EXISTING ASTRAGALS SHALL REMAIN g. MAX 314"DOOR UNDERCUT (NFPA 80484.1) h. FIRE GWJNG SIZE LIMITED TO AREA TESTED (NFPA 804.4.S) i. FIRESMOKE DAMPERS) REQUIRED (8562) j. NO LOWERS IN DOORS (84.3.3) TWO HOUR FIRE/SMOKE BARRIER WALL ASSEMBLY (NFPA 101, Paz 19.3.7) a. 1112 HOUR RATED DOOR & FRAME (TABLE 834Z) ■ b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.78&8.544) c. POSITIVE LATCHING REQUIRED (19.3.7.8) d. RATED PROTECTNE PLATE REQUIRED IF TOP OF PLATE IS GREATER ■ THAN 16'ABOVE BOTTOM OF DOOR (NFPA 80ISAS) e. MAX 1I8" 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) - f. EXISTING ASTRAGALS SHALL REMAIN ■ ■ 9 MAX 3I4"DOOR UNDERCUT F 4 (NFPA 80 84,1 ( ) h. FIRE GLAZING SQE LIMITED TO AREA TESTED (NFPA B(144.5) ■ i. FlRESMOKE DAMPER(S) REQUIRED NO LOUVERS IN DOORS 8.43.3 EXIT TABULATION - SECOND FLOOR SMOKE COMPARTMENT OCCUPANY TYPE I OCCUPANTS EXIT WIDTH ZONE AREA SQ. FT. NUMBER I INCHES REQ. PROV. 2A 18,417 830 TREATMENT PATIENT SLEEPING 240 120 77 7 0.3 0.2 23.1 1.4 44 2B 19,116 TREATMENT 240 80 0.3 24.0 88 2C 4,594 PATIENT SLEEPING 120 39 0.2 7.8 40 2D 13,307 7,903 PATIENT SLEEPING TREATMENT 120 240 111 ! 33 0.3 33.3 9.9 41 2E 5,931 2,849 PATIENT SLEEPING TREATMENT 120 240 50 12 0.3 15.0 3.5 41 21F 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 I 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 USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 P� O.F• Ft S,V AR0015551 c�sTERED• pRL�'� r -I% II DATE REVISIONS NO. i DESCRIPTION DATE 1 I AHCA COMMENTS 07/02/19 DATE ISSUED: 06119I2019 REVIEWED BY: AM DRAWN BY: DB DESIGNED BY: YK/JS/MW PROJECT NUMBER: 504-0232-000 C 2019 RS&H, INC. SHEET TITLE: LIFE SAFETY PLAN SHEET ID: BLDG. ID Al 00 PROJECT STATUS: CONSTRUCTION DOCUMENTS r■ i 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' �_ IP I 'I I(9fa1'r,IMIII11. 41 II I I lo!t q III 1I,II R_II' 111 1 1 1,111 I 1 I I I I I 1 I FRIII! _+�IAII�'7f'+I I -- — I - I T"I'll"II I I _ I _I�1�1,11I II II' I 3 I 4 I 5 FBI C F. 1 I 2 I AREA nP Wf)PW I F � FEC 1 I E ' cli EL ' r /III __- _ �- _ -• III 'J 04 --- J O�__ _ __ - - - - -- III I---i - - - - -- - -- 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. FEC 3" SCALE 0 3" 6" 1' SC 2G FEC- SC 2C 10,734 SF LIFE SAFETY LEGEND I F E FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET I S SMOKE DETECTOR EXIT LIGHT i 4 • EXIT LIGHT WI DIRECTIONAL ARROW C FIRE ALARM CHIME • F FIRE ALARM MANUAL PULL STATION L FIRE ALARM STROBE ICR CARD READER 44Q EXIT ARROW I CLEAR WIDTH ETD EXIT TRAVEL DISTANCE CPT COMMON PATH OF TRAVEL THE FOLLOWING REQUIREMENTS & REFERENCES NOTED ARE BASED UPON a. FULLY SPRINKLED BUILDING, AND b. EXISTING HEALTHCARE OCCUPANCY - 2009 NFPA 101, FLORIDA SPECIFIC EDITION i 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 19.3.6.3.11 a. 20 MINUTE RATED I ICSOUD CORE WOOD DOOR, FRAME AND WINDOWS (193.6.311) b. POSITIVE LATCHING REQUIRED (Ai9.3.6.3.5(1)) c. NONRATED PROTECTIVE PLATE ON DOORS, UNLIMITED IN HEIGHT, ARE PERMITTED (193.6.3.121 d. DOOR CLOSER NOT REQUIRED (193.6.3.11) e. MAX 15" GAPAT HINGE, LATCH&TOP ON PULL SIDE OF SINGLE DOORSAND AT MEETING EDGES OF PAIR OF DOORS (NFPA 806.3.1 7) f MAX. I" UNDERCUT FROM RTM OF DOOR TO FINISH FLOOR (19.3.63.4) 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 (19,37.4) ONE HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) ® (TABLE 8.342) a. 314 HOUR RATED DOOR & FRAME (8,333) n b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (193.6.3.5) a POSITIVE LATCHING REQUIRED (19.3.2.1.q d. NON RATED PROTECTIVE PLATE UP TO 48" (854.1&NFPA 8063.1.7) e. MAX 1Z GAP AT HINGE, LATCH &TOP ON PULL SIDE (NFPA 8048A 1) r m I. MAX 34'DOOR UNDERCUT (NFPA 80445) g. FIRE GLAZING SIZE LIMITED TO AREA TESTED (8.3.56.1) h, FIRE DAMPERS REQUIRED (8.43.3) i. NO LOUVERS IN DOORS TWO HOUR FIRE WALL ASSEMBLY (NFPA 101 Par 8.3.4.2) a. 1 12 HOUR RATED DOOR & FRAME (TABLE 8.34.2) b. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED 18.3.33) c. POSITIVE LATCHING REQUIRED (19363.✓) d. RATED PROTECTIVE PLATE REQUIRED IF TOP OF PLATE IS GREATER THAN 48' ABOVE BOTTOM OF DOOR (19.3.2.1.4) Me e. MAX 15" GAP AT HINGE, LATCH TOP ON PULL SIDE (8.5.4.1&NFPA 806.3.1, I. MAX 3/4"DOOR UNDERCUT (NFPA804.8.4.1) g. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 80445) h. 1 12 HOUR FIRE DAMPER REQUIRED (8,356.1) i. NO LOUVERS IN DOORS (8.433) 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 8,14.2) h. SELF CLOSING OR AUTOMATIC CLOSING REQUIRED (19.3.7.89 B.54.4) c. PCSrrIVE LATCHING NOT REQUIRED AT CROSS CORRIDOR DOORS (19.37.8) d. NON RATED PROTECTIVE PLATE UNLIMITED IN HEIGHT 1S PERMITTED (19.376.1) e. MAX 15" GAP AT HINGE, LATCH & TOP ON PULL SIDE OF SINGLE DOORS AND AT MEETING EDGES OF PAIR OF DOORS (85.4.1 & NFPA 806.3,1,7) f. EXISTING ASTRAGALS SHALL REMAIN g. MAX 34"DOOR UNDERCUT (NFPA 804.84.1) h. FIRE GLAZING SIZE LIMITED TO AREA TESTED (NFPA 8044.5) i. FIRESMOKE DAMPER(S) REQUIRED (8.55.2) j. NO LOUVERS IN DOORS (54.33) SMOKE COMPARTMENT LIFE SAFETY PLAN - LEVEL 2 SCALE: 1/8" =1'-0" Z !FEC �� = == - I� III - , I I II H `\\\ Ini FEC iipifplli _ - C -- 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 1/4" SCALE 4' 0 2' 4' 8' KEY PLAN - LEVEL 2 (�) 0 SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1/8" SCALE 8' 0 4' 8' 16' RS&H 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * 1826000956 5620 * LCC000210 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 E OF FL pR/O .9 I LYNN S4f AR0015551 lt6/1�4-0 REVISIONS NO. DESCRIPTION DATE 1 AHCA COMMENTS 07/02/19 DATE ISSUED: 06/19/2019 REVIEWED BY: AM DRAWN BY: DB DESIGNED BY: YK/JS/MW PROJECT NUMBER: 504-0232-000 C 2019 RS&H, INC. SHEET TITLE: SMOKE COMPARTMENT LIFE SAFETY PLAN SHEET ID: BLDG. ID Al 01 PROJECT STATUS: CONSTRUCTION DOCUMENTS 2 3 LA LL - - ,IMU 11 111I I" lL L - 111 4 AREA OF WORK —, i 5 PHASING PLAN LEGEND AP a N 1:0 N. n 2 N O 0 0 N AREA OF WORK —� i i ICRA PLAN STAGE 1 SCALE: 1/8" =1'-0" STAGE 1 PRE -CONSTRUCTION STAGE 1 - SEQUENCE NOTES PH1-1 OWNER VACATES PHASE 1 AREA OF WORK AND REMOVES FURNISHINGS AND ACCESSORIES PH1-2 CONTRACTOR INSTALLS TEMPORARY DUST BARRIER WITH ZIPPER ACCESS DOOR PH1-3 PROVIDE A HEPA UNIT WITH TEMPORARY EXHAUST. SEE MECHANICAL DRAWINGS PH1-4 GENERAL CONTRACTOR REMOVES PORTION OF HANDRAIL, CRASH GUARD, AND RELOCATES EXISTING DOOR TO PHARMACY PH1-5 GENERAL CONTRACTOR REMOVES PORTION(S) OF EXISTING WALL TO CREATE OPENINGS FOR (2) DOORS. ONE DOOR TO BE ICRA ACCESS AND ONE DOOR TO BE TO PHARMACY. PH1-6 GENERAL CONTRACTOR RELOCATES EXISTING GLOVE BOX HOOD FROM ANTE ROOM AND RELOCATED TABLE TOP EQUIPMENT TO PHARMACISTS WORK AREA. STAGE 2 CONSTRUCTION STAGE 2 - SEQUENCE NOTES PH2-1 GENERAL CONTRACTOR INSTALLS DUST BARRIER PARTITIONS AND SETS UP ICRA PH2-2 CONTRACTOR PERFORMS DEMOLITION AND NEW CONSTRUCTION WORK IN PHARMACY AREA PH2-3 GENERAL CONTRACTOR RELOCATES CHEMO AND IV/PREP HOODS TO ROOMS STAGE 3 COMPLETION STAGE 3 - SEQUENCE NOTES PH3-1 GENERAL CONTRACTOR REMOVES TEMPORARY ICRA BARRIER PH3-2 GENERAL CONTRACTOR RELOCATES WORK DESKS, STACK SHEVLING AND TABLE TOP EQUIPMENT TO ORIGINAL LOCATION. PH3-3 GENERAL CONTRACTOR REINSTALLS HANDRAIL AND CRASH RAIL PH34 CONTRACTOR SCHEDULES AHCA AND BUILDING DEPARTMENT INSPECTIONS ICRA PLAN STAGE 2 SCALE: 1/8" =1'-0" COMPLETED CONSTRUCTION PLAN SCALE: 1/8" = l'-0" i i EXISTING ITEM TO REMAIN EXISTING ITEM TO BE DEMOLISHED / RELOCATED LWR LOW WALL RETURN AIR - SEE MECHANICAL DRAWINGS LWE LOW WALL EXHAUST - SEE MECHANICAL DRAWINGS j j / EXISTING TO REMAIN, NOT IN CONTRACT I.C.R.A DUST BARRIER LEGEND �0�0�0�0 CONTRACTOR ACCESS TEMPORARY CONSTURCTION DUST BARRIER WALL - SEE DETAIL 4/A401 TEMPORARY PLASTIC MEMBRANE DUST BARRIER WITH ZIPPER ACCESS DOOR: PATH OF CONTRACTOR ACCESS FROM EXTERIOR DOOR TO ENTRY DOOR OF CONSTRUCTION ANTE ROOM. PROVIDE STICKY MATTS ON BOTH SIDES OF ANTE ROOM DOOR. A DIFFERENTIAL PRESSURE GAUGE ADJACENT TO THE ANTE ROOM DOOR, AND A HEPA VACUUM INSIDE OF THE CONSTRUCTION ANTE ROOM, REFER TO OWNER'S ICRA PERMIT FOR ADDITIONAL REQUIREMENTS NOTE: CONTRACTOR TO PROVIDE TEMPORARY EXIT SIGNS AND FIRE EXTINGUISHERS AS REQUIRED. KEY PLAN - LEVEL 2 (�) T SCALE: N.T.S. TRUE PROJECT NORTH NORTH 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 E OF F(OR/O 14I LYNN S4fl �.9 AR0015551 ,.. c�'rTFREIJ ARL�� lilt 0 0 CD I� cm 5 NATURE O 0 �• ►1 .�� z z DATE LLB J C� a c� Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 06/19/2019 REVIEWED BY: AM DRAWN BY: DB DESIGNED BY: YK/JS/MW PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: ICRA PLANS SHEET ID: BLDG. ID Al 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 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 `7 4 I it ual 5 0 a a 0 a� a A) C co A L n. 0 M 0 N 0 N 0 N cn AS DEMOLITION PLAN SCALE: 1/4" = V-0" Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 203 E AREA OF WORK 1 1 1 1 1 HEPA PASS- 1 THRU - 1 1 1 �401 1 A FE STORAGE N [��,) NEW CONSTRUCTION PLAN SCALE: 1/4" = 11-0" PHARMACY CLEAN ROOM SCOPE OF WORK BREAKDOWN BETWEEN GC & PHARMACY VENDOR SUB PHARMACY VENDOR SUBCONTRACTOR SCOPE OF WORK (BASIS OF DESIGN - CARTER -HEALTH - CONTACT RODNEY CARTER) -'PORTAFAB' PHARMAWALL WALL SYSTEM (INCLUDING CHASES FOR LOW WALL RETURN/EXHAUST GRILLES) -AUTOMATIC, INTERLOCKED SLIDING DOORS - LED LIGHT FIXTURES - HEPA FILTERED HVAC DIFFUSERS - CLEAN ROOM PRESSURE GAUGES - ALL PASS-THRU BOXES - ANTE ROOM SINK & EYEWASH (PROVIDED BY VENDOR, INSTALLED BY GC) - CUT OUTS IN 'PORTAFAB' WALL SYSTEM FOR POWER, DATA & SWITCHES 3" SCALE 0 3" 6" 11 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 1 ' LOCKERS NEW CONSTI' IICT OI PLAN I EYNOTES F1 FULL HEIGHT, SMOOTH FRP WALL PROTECTION WITH WELDED SEAMS; ALTRO WHITEROCK" - BASIS OF DESIGN F2 CLEAN/DIRTY DEMARCATION LINE (RED) ON FLOOR INTEGRAL WITH SEAMLESS FLOORING (2" WIDE). SEE FINISH LEGEND; SHEET A601. F3 KNEE OPERATED SINK BY PHARMACY VENDOR F4 REINSTALL STACK SHELVING, CASEWORK AND EQUIPMENT TO ORIGINAL LOCATION F5 SEAMLESS VINYL FLOORING, SV-1, WITH INTEGRAL WALL BASE, I13-1, THIS AREA. SEE FINISH LEGEND - SHEET A-601. (BY PHARMACY VENDOR). 1/4" SCALE 4' 0 2' 4' 8' DEMOLITION PLAN LEGEND EXISTING CONSTRUCTION TO REMAIN REMOVE EXISTING CONSTRUCTION TEMPORARY ICRA DUST BARRIER. SEE PARTITION DETAIL 4/A401. -- —"_---- SCOPE OF WORK OUTSIDE SCOPE OF WORK DEMOLITION PLAN KE I0TES D1 GC TEMPORARY REMOVE FREETANDING SHELVING UNITS AND CASEWORK TO OWNER'S STORAGE LOCATIONS. 9REMOVE EXISTING PLUMBING FIXTURES - SEE PLUMBING DWGS 9REMOVE EXISTING SEAMLESS FLOORING AND INTEGRAL WALL BASE. PREPARE SLAB TO RECEIVE NEW FLOOR FINISH AS SCHEDULED 9 D4 REMOVE EXISTING ACCOUSTICAL TILE CEILING SYSTEM AND ALL CEILING DEVICES D5 GC TEMPORARILY RELOCATE EXISTING ISOLATED 9 GLOVE BOX HOOD TO OWNER'S STORAGE LOCATION D6 (2) 2' x 6' EXISTING WORK BENCHES TO BE REMOVED. EQUIPMENT TO BE RELOCATED TO PHARMACISTS WORK TABLE AREA. D7 GC TEMPORARILY RELOCATE EXISTING GLOVE BOX HOOD (GBH-1) AS SHOWN D8 GC TEMPORARILY RELOCATE EXISTING STACK SHELVING PER OWNER D9 REMOVE EXISTING STOREFRONT SYSTEM AND PASS-THRU BOXES UP TO EXISTING HEADER 10 REMOVE EXISTING STOREFRONT DOOR AND OVERHEAD AUTO -OPERATOR 11 REMOVE PORTION OF EXISTING HEADER TO T - 10" A.F.F. TO ACCOMODATE SLIDING DOOR REMOVE PORTION OF HANDRAIL TO ACCOMODATE NEW PHARMACY DOOR 13 VERIFY THE EXISTING PARTITION GOES TO DECK IN COMPLIANCE WITH ICRA REQUIREMENTS WHERE CONSTRUCTION IS INSUFFICIENT PROVIDE TEMPORARY WALL MODIFICATION DUST BARRIER. EXTEND TOP OF EXISTING WALL WITH 6 MIL POLY. TO BOTTOM OF STRUCTURE ABOVE, SEAL TIGHT Q DURING CONSTRUCTION. 1 REMOVE AND REPLACE PORTION OF EXISTING TYPE X' GYPSUM WALL BOARD, THIS FACE OF PARTITION ONLY, AS REQUIRED TO INSTALL SCRUB SINK WALL CARRIER, I~LOOI.AI LEGENI D EXISTING CONSTRUCTION TO REMAIN NEW CONSTRUCTION FEC FIRE EXTINGUISHER CABINET LWR LOW WALL RETURN AIR - SEE MECHANICAL DRAWINGS LWE LOW WALL EXHAUST -SEE MECHANICAL DRAWINGS 'per PARTITION TYPE - SEE SHEET A401 --------- SCOPE OF WORK OUTSIDE SCOPE OF WORK f 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 * LCC000210 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 O.F. FtOR,O LYNN SM/T 9 AR0015551 c�sT�.........Rc�, RED A Ll DATE REVISIONS NO. DESCRIPTION _ DATE 1 AHCA COMMENTS 07/02/19 DATE ISSUED: 06/19/2019 REVIEWED BY: AM DRAWN BY: DB DESIGNED BY: YK/JS/MW PROJECT NUMBER: 504-0232-000 C 2019 RS&H, INC. SHEET TITLE: DEMOLITION AND NEW CONSTRUCTION PLANS SHEET ID: BLDG. ID Al 03 PROJECT STATUS: CONSTRUCTION DOCUMENTS 0 _o M F4_ w G O v z W J U U a•�' 2 - - 1-- - 1 I 111 _1 1 A-RII warIII 11 1' 3 I 4 5 C� F C A U PHARMACISTS u FE n Lj AREA OF WORK s11EXIT V / PREP 202 REFLECTED CEILING PLAN SCALE: 1/4" = V-0" "LOUNGE"!" ■ TOILET "ROOM; " i PHARMACISTS 1 LOCKERS r AREA OF WORK % 1 i - 1 1 1 1 1� �L--- EQUIPMENT COORDINATION PLAN SCALE: 1/4" = V-0" TOILET " EFL. EIUNQ PLM, LE END GWB-1: 1/2" GYPSUM WALLBOARD ON 'USG' DRYWALL SUSPENSION SYSTEM (OR EQUAL); PAINT PT-1; SEE FINISH LEGEND - SHEET A-601. 1' x 4' LIGHT FIXTURE (BY PHARMACY VENDOR); SEE ELECTRICAL 2' x 2' LIGHT FIXTURE (BY PHARMACY VENDOR); SEE ELECTRICAL 2' x 4' HEPA-FILTER DIFFUSER (BY PHARMACY VENDOR); SEE MECHANICAL 2' x T HEPA-FILTER DIFFUSER (BY PHARMACY VENDOR); SEE MECHANICAL 2' x 2' CEILING ACCESS PANEL ® EXIT SIGN EXIT SPRINKLER HEAD / OUTSIDE SCOPE OF WORK E#��PE` LEG�� NOTE: ALL EQUIPMENT SHALL BE COORDINATED WITH EQUIPMENT VENDOR. EQUIPMENT IS CONTRACTOR FURNISHED, CONTRACTOR INSTALLED, UNLESS NOTED OTHERWISE. ITEM ,�% DESCRIPTION 001 REFRIGERATOR 002 20" x 32" STAINLESS STEEL CART 003 STOOL 004 WASTE BIN 005 STOOL 006 T STORAGE RACK 007 PASS THRU BOX 008 DISINFECTANT WIPE DISPENSER 009 SOAP DISPENSER 010 GLOVE DISPENSER 011 HEPA PASS THRU BOX KEY PLAN - LEVEL 2 SCALE: N.T.S. TRUE PROJECT NORTH NORTH 1/8" SCALE 8' 0 4' 8' 16' 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * IB26000956 5620 * LCC000210 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 .9 LYNN SMlTy " AR0015K�l c�sTFRED N Wr< __ Uj G ATURE O U z DATE W J V Q U 2 Q REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 06/19/2019 REVIEWED BY: AM DRAWN BY: DB DESIGNED BY: YK/JS/MW PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: REFLECTED CEILING AND EQUIPMENT PLANS SHEET ID: BLDG. ID Al 04 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 12' 3/8" SCALE " 1/4" SCALE 4' 0 2' 4' 8' t W 0 3z 1 I 2 I 3 I 4 I 5 expressed written consent of this corporation is prohibited. All rights reserved. Z, 1 I 2 I 3 I 4 UNDERSIDE OF EXIST. STRUC. ABOVE - UNDERSIDE OF EXIST. STRUC. ABOVE UNDERSIDE OF STRUCTURE ABOVE 100 UNDERSIDE OF EXIST. STRUC. ABOVE CONTINUOUS FIRE CAULK,SEAL SMOKE TIGHT ONE SIDE CONTINUOUS FIRE CAULK,SEAL �) \ —� EXISTING HEADER- SMOKE TIGHT ONE SIDE EXISTING HEADER CONTINUOUS FIRE CAULK,SEAL SMOKE TIGHT BOTH SIDE CONTINUOUS FIRE CAULK (BOTH SIDES) I \ — GYPSUM BOARD CEILING SYSTEM — SUSPENDED GYPSUM BOARD CEILING SYSTEM EXISTING HEADER CONT. HEADER TRACK SECURED TO STRUCT. @ 24" O.C. W/ 1 112" 10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTENER @ 24" C/C MAX. — EXTEND PARTITION TO UNDERSIDE OF STRUCTURE I I HEADER WALL BY GC (TYP.) HEADER WALL BY GC (TYP.) ' HEADER WALL BY GC (TYP.) — SUSPENDED GYPSUM BOARD CEILING SYSTEM SHIM AND CONT. SEALANT ALL SIDES ' CEILING AS SCHEDULED PRE-FAB WALL BY PHARMACY VENDOR (TYP.) PRE-F PRE FABRICATED PHARMACY WALL SYSTEM AB WALL BY PHARMACY VENDOR SHIM AND CONT. SEALANT ALL SIDES I ( (TYP.) — MODULAR WALL SYSTEM (BY PHARMACY PRE-FAB WALL BY PHARMACY VENDOR (TYP.) HEAD) TYPE "C" SOUND ISOLATING BATT. INSULATION — SHIM AND CONT, SEALANT ALL SIDES VENDOR). BASIS OF DESIGN-'PORTAFAB' PHARMAWALL PRE -FABRICATED PHARMACY WALL SYSTEM 1/4" CLEAR TEMPERED GLASS (1) LAYER 5/8" TYPE "X" G.W.B. @ EA. SIDE -SECURE W/ 1" TYPES' i ) , SCREWS, 8" O.C. TO STUDS ON JOINTS & 12" O.C. TO STUDS & RUNNERS I DUCT IN CHASE FOR LOW WALL RETURN OR TRIM KIT AROUND PASS-THRU BOX ON BOTH IN FIELD EXHAUST (DUCT BY GC, CHASE BY PHARMACY SIDES. VENDOR) — WHITE SOLID PANEL. (BY PHARMACY \ i VENDOR). BASIS OF DESIGN-'PORTAFAB' r\ I I PHARMAWALL l WHITE SOLID PANEL. (BY PHARMACY VENDOR). BASIS OF DESIGN-'PORTAFAB' W WW ( I PHARMAWALL < - NOTE: Q Q W .ILU it THRU Q MAIN PHARMACY CHEMOILV. ROOM ASSEMBLY FIRE RESISTANCE RATING 1 HR. - w ( I 2 CHEMO/ANTE/I.V. ROOM 2 PHARMACY CHEMO OR 2 COMPLY WITH U.L. DESIGN No. U465 O I.V.V. PREP O ( I M Cy') 0 0 � OM INTERMEDIATE ALUM. MULLION - CONT. SILL TRACK SECURED TO STRUCTURE @ 24" O.C. W/ 1 1/2"' 10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTNER @ ( I LOW WALL RETURN OR EXHUAST INTAKE GRILLE (BY PHARMACY VENDOR) �- 1!4" CLEAR TEMPERED GLASS 24" C/C MAX. i" - Ii — SEAMLESS VINYL INTEGRAL WALL BASE (BY SEAMLESS VINYL INTEGRAL WALL BASE (BY — SEAMLESS VINYL INTEGRAL WALL BASE (BY PHARMACY VENDOR) SILL �j - BASE AS SCHEDULED ( PHARMACY VENDOR) — CLEAN ROOM VENDOR) CONT. FIRE CAULK (BOTH SIDES) L VINYL FLOOR (BY PHARMACY — SEAMLESS VINYL FLOOR BY PHARMACY ( SEAMLESS VINYL FLOOR BY CLEAN ROOM VENDORS — FINISH FLOOR VENDOR) VENDOR) 3/4" = 1 ' - 0" TYPE E ill = 1 ' - 0" TYPE D 3/411 = 1 ' - 0" TYPE C 3/411 = 1 ' - 0" TYPE B C F; 0 A 0 9 4 7/8" 4 7/8" 4 7/8" 4 7/8" aD N BREAKAWAY PANEL LEFT HAND SLIDE AUTOMATIC DOO.. n 0 v C) 1P IV PREP #202 CD 3 CD SCALE: 3/8" =1'-0" Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. CLOSE CEILING SPACE W/-- 5/8" TYPE "X" GYP. WALL_'_ BD. SEAL ALL JOINTS & I I �r MTL. STUD FRAMING PENETRATIONS & `T �- PERIMETER W/ DUCT TAPE LTL _ SEAL AROUND ALL PIPE �— �� & DUCT PENETRATIONS. PLASTER TAPE ALL JOINTS, SECURE ALL TAPE W/ HIGH TACK SPRAY OR EQUAL RAM -TACK IN THE S PARTITION & POLY n � 5/8" TYPE "X' GYP. BD. ON 3-5/8" MTL. BARRIER W/ DUCT TAPE u u' 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" GWB HEADER WHITE SOLID PANEL TYP. 1/4" CLEAR TEMPERED GLAZING TYP. EXHAUST AIR GRILLE; SEE MECHANICAL DRAWINGS STOREFRONT MULLION WAVE MOTION SENSOR EXISTING SOFFIT HEADER SOLID WHITI PANEL TYP. 1/4" CLEAR TEMPERED GLAZING TY EXHAUST AI GRILLE; SEE MECHANICA DRAWINGS STOREFRO MULLION 4 7/8" 4 7/8" 4 7/8" A / .'f G/AI �' A A IAII tY 0 w a : O :t co o , HEADER WALL BY GC (TYP.) I PRE-FAB WALL BY PHARMACY VENDOR (TYP.) PHARMACY TYPE A.1 \max Q N CO H- rn R IX Iw L NT C:)w — R r r CHEMO #200 SCALE: 3/8" = T-0" 3" SCALE 0 3" 6" 1' — BREAKAWAY PANEL WAVE MOTION LEFT HAND SLIDE SENSOR AUTOMATIC DOOR 1 1/2" SCALE 0 6" 1' 2' UNDERSIDE OF EXIST. STRUC. ABOVE CONTINUOUS FIRE CAULK,SEAL SMOKE TIGHT ONE SIDE SUSPENDED GYPSUM BOARD CEILING SYSTEM EXISTING HEADER — SHIM AND CONT. SEALANT ALL SIDES — 1/4" CLEAR TEMPERED GLASS MODULAR WALL SYSTEM (BY PHARMACY VENDOR). BASIS OF DESIGN-'PORTAFAB' PHARMAWALL CHEMO/I.V. ROOM SEAMLESS VINYL INTEGRAL WALL BASE (BY PHARMACY VENDOR) SEAMLESS VINYL FLOOR (BY PHARMACY 1 VENDOR) EXISTING PARTITION HEADER WALL BY GC (TYP.) i PRE-FAB WALL BY PHARMACY VENDOR (TYP.) ANTE ROOM UNDERSIDE OF EXIST. STRUC. ABOVE CONTINUOUS FIRE CAULK,SEAL SMOKE TIGHT BOTH SIDES EXISTING HEADER SUSPENDED GYPSUM BOARD CEILING SYSTEM SHIM AND CONT. SEALANT ALL SIDES 1/4" CLEAR TEMPERED GLASS MODULAR WALL SYSTEM (BY PHARMACY VENDOR) CHEMO/I.V. ROOM SEAMLESS VINYL INTEGRAL SEAMLESS VINYL INTEGRAL WALL BASE (BY WALL BASE (BY PHARMACY PHARMACY VENDOR) VENDOR) - SEAMLESS VINYL FLOOR (BY SEAMLESS VINYL FLOOR (BY PHARMACY PHARMACY VENDOR) - _ 1� VENDOR) 3/4" = 1 ' - 0" TYPE A 4 7/8" 4 7/8" 4 7/8" 4 7/8" 9 1/4 2'- 2" 9 1/4" v _ 1 W HEPA I o FILTER u� PASS THRU b CO (7 - o Z 1 F M U) 57< O o Q 1 WAVE MOTION SENSOR PHARMACY CLEAN ROOM ENTRANCE SCALE: 3/8" = l'-0" 3/8" SCALE " ' 3/4" = 1 ' - 0" 5 GENERAL PARTITION NOTES 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 '/z 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'/2 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. 5„ — 1/4" CLEAR i TEMPERED 4 7/8" -4 7/8" 4 7/8" 4 7/8" GLAZING TYP. 1/4" 2' - 0" 5 1 /8" p = STOREFRONT \ _ ►_ MULLION J \ \ Cl) 22J EXISTING PARTITION PASS o � THRU M � J w LL O LO w O LEFT HAND SLIDE 3' - 5 1/2"!� WHITE SOLID AUTOMATIC DOOR PANEL TYP. 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL Cert. Nos. AAC001886 * 1626000956 5620 * LCC000210 * GB238 PROJECT TITLE: AdventHeaith -ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 OF .... .9 ����( IYNNSM AR0015551 _� c�sTERED O O O • N_ W SI NA R 0 U N DATE W J U V a REVISIONS j N0. DESCRIPTION DATE I I DATE ISSUED: 06/19/2019 REVIEWED BY: AM DRAWN BY: DB DESIGNED BY: YK/JS/MW PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: INTERIOR ELEVATIONS & PARTITION DETAILS SHEET ID: BLDG. ID A401 PROJECT STATUS: CONSTRUCTION DOCUMENTS 1 I 2 I 3 I 4 5 h a 0 N 0 N N DOOR AND FRAME SCHEDULE MARK ROOM DOOR FRAME HARDWARE SET FIRE RATING NOTES SIZE DOOR MATERIAL FRAME MATERIAL DETAIL WI CKNESSI HEAD JAMB SILL 200 CHEMO 7' - 0" T - 5 1/2" A GLASS ALUMINUM 1/A-601 1/A-601 1/A-601 N/A BESAM SL-500 CLEAN ROOM OVERHEAD CONCEALED FULL - BREAKOUT NARROW STYLE SINGLE SLIDE DOOR PROVIDED BY PHARMACY VENDOR (7DOOR OPENING HEIGHT) 201 ANTE 7' - 0" T - 5 1/2" A (GLASS ALUMINUM 1/A-601 1/A-601 1/A-601 N/A BESAM SL-500 CLEAN ROOM OVERHEAD CONCEALED FULL - BREAKOUT NARROW STYLE SINGLE SLIDE DOOR PROVIDED BY PHARMACY VENDOR (T DOOR OPENING HEIGHT) 202 IV / PREP '7' - 0" T - 5 1/2" IA GLASS ALUMINUM 1/A-601 1/A-601 1/A-601 N/A BESAM SL-500 CLEAN ROOM OVERHEAD CONCEALED FULL - BREAKOUT NARROW STYLE SINGLE SLIDE DOOR PROVIDED j BY PHARMACY VENDOR (T DOOR OPENING HEIGHT) 203 PHARMACY 3'- 6" , 7' - 0" 1 3/4" - WOOD HOLLOW METAL - - - - RELOCATE EXISTING PHARMACY ENTRANCE DOOR AND _ HARDWARE TO NEW LOCATION T-01 TEMPORARY 3' - 0" T - 0" 1 3/4" B WOOD HOLLOW METAL 3/A-601 4/A-601 5/A-601 45 MINUTES TEMPORARY CONTRACTOR ACCESS DOOR TO PHARMACY. ENTRANCE FINISH LEGEND FINISH KEY MANUF. MODEL NAME / NUMBER COLOR SHEEN SIZE REMARKS FLOOR SEAMLESS VINYL SV-1 ARMSTRONG MEDINTECH; DIAMOND 10 FINISH TBD SHEET BUTTERFLY ALL CORNERS; INTEGRAL COVE BASEL PROVIDED AND INSTALLED BY PHARMACY VENDOR I BASE INTEGRAL BASE IB-1 JARMSTRONG MEDINTECH; DIAMOND 10 FINISH MATCH SEAMLESS VINYL FLOOR INISH 4" HEIGHT; 2" OVERLAP AT WP-1 SMOOTH FINISH WELDED SEAMS; 2" OVERLAP AT INTEGRAL FLOOR BASE (IB-1) PER DETAIL 2/A601; PROVIDE COVE CAP FOR INTEGRAL BASE AT'PORTAFAB' WALLS (BASIS OF DESIGN - JOHNSONITE SCC-XX-A; COLOR TBD). PROVIDED AND INSTALLED BY PHARMACY VENDOR i WALL WALL PROTECTION WP-1 ALTRO WHITEROCK STANDARD WHITE SMOOTH FINISH WELDED SEAMS; 2" OVERLAP AT INTEGRAL FLOOR BASE (I13-1) PER DETAIL 2/A601; PROVIDED AND INSTALLED BY PHARMACY VENDOR I CEILING PAINT P-1 SHERWIN WILLIAMS SW7006 EXTRA WHITE EPDXY JAPPLIED TO CEILING, HEADER WALLS AND ACCESS PANELS t� AI TYPICAL DOOR SILL SCALE: 3" = 1'-0" DOOR PER DOOR SCHEDULE _OOR COVERING 3 SCHEDULED (ISTING SLAB SEAMLESS WALL PROTECTION (WP-1) 2" OVERLAP; SEAL JOINT PER WP-1 MANUFACTURER'S RECOMMENDATIONS �I SEAMLESS VINYL FLOOR (SV-1) W/ INTEGRAL BASE FLASH COVE FILLER STRIP (BASIS OF DESIGN JOHNSONITE CFS-00) TYP. DOOR JAMB SCALE: 3" =1'-0" INTEGRAL COVE BASE SCALE: 6" = V-0" %j FACE OF WALL @ INSIDE CORNER (U.N.O.) "YP. BD. ON METAL FRAMING - [NISH AS SCHEDULED OUBLE STUD @ JAMB AINTED H.M. DOOR RAME AS SCHEDULED .� - ,'UD ANCHORS (3 PER JAMB) PARTITION AS SCHEDULED — EXISTING FLOOR SLAB CONT. HEADER TRACK SECURED TO STRU CT. @ 24" O.C. W/ 1 1/2" *10 TAPCONS OR HILTI DNI 32 P.S. POWER ACTIVATED FASTENER @ 24" C/C MAX. MOTION/PRESENCE SENSORS Iz w 0 Q w 0 0 PER PARTITION �TYPE� 3WB PARTITION, PER 'LAN METAL FRAMING 3LOCKING AS NECESSARY -AULK EACH SIDE DOOR FRAME PER DOOR SCHEDULE I I I I I I DOOR PER DOOR SCHEDULE VARIES TYP. DOOR HEAD SCALE: 3" = 1'-0" SLIDING DOOR DETAIL SCALE: 3/4" = V-0" UNDERSIDE OF EXIST. STRUC. ABOVE EXTEND STUD FRAMING & BOTH SIDES OF G.W.B. TO UNDERSIDE OF STRUCTURE CEILING AS SCHEDULED SHIM AND CONT. SEALANT ALL SIDES 4 1/2" X 2" ALUM. MULLION FASTENED AS PER MANUFACTURER'S SPECS. MOTION/PRESENCE SENSORS SLIDING CLEAN ROOM DOOR AS SCHEDULED (BY PHARMACY VENDOR) 1/4" CLE/ TEMP. GI 1/4" CLEAR TEMPERED GLASS FINISH FLOOR GEN 1 T R[ FINISH NOT 0 1. ALL FLOORING MATERIAL CHANGES TO OCCUR AT THE CENTERLINE OF DOOR, UNLESS NOTED OTHERWISE. 2.ALL INTERIOR SOFFITS DESIGNATED AS "GWB" SHALL BE PAINTED WITH THE ADJACENT WALL COLOR, UNLESS OTHERWISE NOTED. 4.ALL ELECTRICAL PANELS, ACCESS PANELS, ELECTRICAL OUTLET STRIPS AND FIRE EXTINGUISHER CABINETS SHALL BE FACTORY PRIMED AND FIELD PAINTED TO MATCH ADJACENT WALL COLOR. 5.PLASTIC LAMINATE SHALL RUN IN A VERTICAL DIRECTION, UNLESS OTHERWISE NOTED ON CASEWORK DETAILS. 6.ALL PLASTIC ELECTRICAL SWITCH AND OUTLET COVERS SHALL MATCH WALL FINISH AS CLOSELY AS POSSIBLE. 7.PRIOR TO FLOORING INSTALLATION TEST CONCRETE SLAB FOR MOISTURE CONTENT BASED ON MANUFACTURERS RECOMMENDATIONS. &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. E 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. IB INTEGRAL BASE P PAINT SV SEAMLESS VINYL FLOORING WP WALL PROTECTION A B ALUMINUM & GLASS AUTO -SLIDING WOOD FLUSH DOOR TYPES SCALE: 1/4" = V-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 * LCC000210 * GB238 PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 .E OF F.. pR,O .9 .. ��tj LYNN 441 AR0015551 RED 00 IREVISIONS NO. DESCRIPTION DATE DATE ISSUED: 06/19/2019 REVIEWED BY: AM DRAWN BY: DB DESIGNED BY: YK/JS/MW PROJECT NUMBER: 504-0232-000 © 2019 RS&H, INC. SHEET TITLE: DOOR SCHEDULE AND FINISH LEGEND SHEET ID: BLDG. ID A601 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 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE T n 11 All 1/4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' 1 2 I 3 I 4 5 [�7 C B U 2 I 00 NI U M cc t al L A U Q N O N co 0 N 0 ABBREVIATIONS ABBREVIATIONS & AND ID INSIDE DIAMETER @ AT IN INCH AB ANCHOR BOLT INT INTERIOR ABV ABOVE INTERM INTERMEDIATE ADDL ADDITIONAL ADJ ADJACENT JST JOIST AFF ABOVE FINISHED FLOOR JT JOINT AHU AIR HANDLING UNIT ALT ALTERNATE KB KNEE BRACE ARCH ARCHITECT, URAL KO KNOCK OUT B/B BACK TO BACK LB, # POUND B/ BOTTOM OF LG LONG BC BOTTOM CHORD LL LIVE LOAD BLDG BUILDING LLBB LONG LEG BACK-TO-BACK BLK BLOCK LLH LONG LEG HORIZONTAL BLW BELOW LLV LONG LEG VERTICAL BM BEAM LNTL LINTEL BOD BOTTOM OF DECK LOC LOCATION BOTT BOTTOM LP LOW POINT BP BASE PLATE LSL LONG SLOTTED HOLES BRDG BRIDGING LT LIGHT BRG BEARING LVL LAMINATED VENEER LUMBER BTWN BETWEEN LW LONG WAY LWT LIGHTWEIGHT C/C CENTER TO CENTER CCJ CRACK CONTROL JOINT MATL MATERIAL CFS COLD -FORMED STEEL MAX MAXIMUM CIP CAST -IN -PLACE MC MOMENT CONNECTION CJ CONSTRUCTION JOINT MCJ MASONRY CONTROL JOINT CL CENTER LINE MECH MECHANICAL CLR CLEAR MEZZ MEZZANINE CMU CONCRETE MASONRY UNIT(S) MFR MANUFACTURER COL COLUMN MIN MINIMUM CONC CONCRETE MISC MISCELLANEOUS CONN CONNECTION MTL METAL CONST CONSTRUCTION CONT CONTINUOUS NO NUMBER COORD COORDINATE, TION NS NEAR SIDE CTRD CENTERED NTS NOT TO SCALE DBA DEFORMED BAR ANCHOR 0/0 OUT TO OUT DBL DOUBLE OC ON CENTER DET DETAIL OD OUTSIDE DIAMETER DIA DIAMETER OPNG OPENING DIAG DIAGONAL OPP OPPOSITE DIM DIMENSION OPP HND OPPOSITE HAND DL DEAD LOAD DN DOWN PAF POWDER ACTUATED FASTENER(S) DT DOUBLE TEE PEMB PRE-ENGINEERED METAL BUILDING DWG(S) DRAWING(S) PERP PERPENDICULAR DWL DOWEL PL PLATE PLUMB PLUMBING EA EACH PLYWD PLYWOOD EE EACH END PROJ PROJECTION EF EACH FACE PSL PARALLEL STRAND LUMBER EJ EXPANSION JOINT PT PRESSURE TREATED EL ELEVATION ELEC ELECTRICAL RD ROOF DRAIN EMBED EMBEDMENT REF REFERENCE ENG ENGINEER REINF REINFORCE, MENT, ING EOD EDGE OF DECK REM REMAINDER EOS EDGE OF SLAB REQ'D REQUIRED EP EMBEDDED PLATE RET RETURN EQ EQUAL REV REVISION EQUIP EQUIPMENT RTN RETURN EQUV EQUIVALENT RTU ROOF TOP UNIT ES EACH SIDE EW EACH WAY SCH SCHEDULE EXIST EXISTING SECT SECTION EXP EXPANSION SHT SHEET EXT EXTERIOR SIM SIMILAR SOG SLAB ON GRADE F FOOTING MARK SPEC SPECIFICATION(S) F/ FACE OF SQ SQUARE FD FLOOR DRAIN SSL SHORT SLOTTED HOLES FF FINISHED FLOOR SS STAINLESS STEEL FLG FLANGE STD STANDARD FLR FLOOR STIFF STIFFENERS FDN FOUNDATION STL STEEL FS FAR SIDE STRL STRUCTURAL FT FOOT, FEET SW SHORT WAY / SHEAR WALL FTG FOOTING SYP SOUTHERN YELLOW PINE FV FIELD VERIFY T/ TOP OF GA GAGE T&B TOP AND BOTTOM GALV GALVANIZED TB TIE BEAM GB GRADE BEAM THK THICK, NESS GC GENERAL CONTRACTOR TRANS TRANSVERSE GLB GLU-LAM BEAM TS TUBE STEEL, THICKENED SLAB MARK GR GRADE TYP TYPICAL GRTG GRATING UNO UNLESS NOTED OTHERWISE HK HOOK HND HAND VERT VERTICAL HORIZ HORIZONTAL HP HIGH POINT WD WOOD HSA HEADED STUD ANCHOR W/ WITH HSS HOLLOW STRUCTURAL STEEL W/O WITH OUT HT HEIGHT WF WIDE FLANGE, WALL FOOTING MARK WP WORKING POINT WT WEIGHT, TEE WWF WELDED WIRE FABRIC GENERAL STRUCTURAL NOTES DESIGN CRITERIA: 1. ALL WORK TO CONFORM TO THE 2017 FLORIDA BUILDING CODE, 6TH EDITION. 2. ROOF LIVE LOAD (DESIGNED AS FUTURE FLOOR): 100 PSF 3. MECHANICAL EQUIPMENT: NEW RTU 3,400 LEIS 4. WIND DESIGN DATA (ASCE 7-10): ULTIMATE DESIGN WIND SPEED, Vult (3-SECOND GUST) 146 MPH NOMINAL DESIGN WIND SPEED, Vasd (3-SECOND GUST) 113 MPH BUILDING RISK CATEGORY IV WIND EXPOSURE C INTERNAL PRESSURE COEFFICIENT +/- 0.18 COMPONENTS AND CLADDING PRESSURE: ROOFTOP EQUIPMENT: VERTICAL UPLIFT 66 PSF LATERAL 83 PSF PRESSURES SHOWN ARE ULTIMATE PRESSURES. MULTIPLY BY 0.6 FOR NOMINAL PRESSURES. GENERAL: 1. THIS STRUCTURAL DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS, AS AN INSTRUMENT OF SERVICE, ARE INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY RS&H, INC. SHALL BE WITHOUT LIABILITY TO RS&H, INC. 2. IT IS UNDERSTOOD THAT THE STRUCTURAL ENGINEER OF RECORD MAKES NO WARRANTY, EITHER EXPRESSED OR IMPLIED, AS TO FINDINGS, DESIGNS, RECOMMENDATIONS, SPECIFICATIONS, OPINION, OR PROFESSIONAL ADVICE, EXCEPT THAT THESE DOCUMENTS HAVE BEEN PREPARED IN ACCORDANCE WITH THE CURRENT GENERALLY ACCEPTED PROFESSIONAL ENGINEERING PRACTICES. 3. ALL STRUCTURAL MEMBERS SHOWN HEREIN HAVE BEEN DESIGNED FOR THE FINAL DESIGN LOADS PROVIDED IN THIS DOCUMENT IN THE FINAL ERECTED CONDITION SHOWN HEREIN. THE CONTRACTOR IS RESPONSIBLE FOR CONDITIONS ENCOUNTERED DURING ERECTION AND HANDLING, AND NECESSARY TEMPORARY BRACING AND SHORING. SHORING AND BRACING SHALL BE DESIGNED TO PRECLUDE ANY STRUCTURAL ELEMENT FROM BEING OVERSTRESSED AT ANY POINT DURING CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB SITE WITH COMPLETE SET OF LATEST DRAWINGS. NOTES AND DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER BEFORE COMMENCING WORK SO THAT PROPER REMEDIAL WORK CAN BE EXECUTED. 5. CONTRACTOR SHALL REFER TO THE ENGINEER FOR INSTRUCTION FOR ANY DIMENSION NOT GIVEN ON OR OBTAINABLE FROM THE DRAWINGS. THE CONTRACTOR SHALL NOT USE SCALE TO OBTAIN OR VERIFY ANY DIMENSIONS SHOWN ON THESE DRAWINGS. 6. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR OPENINGS, SLEEVES, ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. ALL STRUCTURAL FRAMING AROUND OR AFFECTED BY ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH THE EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. 7. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL. EXISTING CONDITIONS: 1. THE EXISTING FRAMING SHOWN ON THE DRAWINGS WAS OBTAINED FROM THE CONSTRUCTION DOCUMENTS BY BOTKIN & RHEAULT, INC., DATED MARCH 1990, WITH LATEST REVISION DATED DECEMBER 26, 1990. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY ARCHITECT / ENGINEER OF ALL EXCEPTIONS TO ASSUMED CONDITIONS. 2. ALL REMOVAL, CUTTING, DRILLING, ETC. OF EXISTING CONSTRUCTION SHALL BE PERFORMED WITH GREAT CARE IN ORDER TO NOT DAMAGE THE EXISTING AND JEOPARDIZE THE INTEGRITY OF THE EXISTING BUILDING TO REMAIN. STRUCTURAL STEEL: 1. STRUCTURAL STEEL SHALL BE DESIGNED PER AISC 360-10. MATERIALS SHALL BE AS FOLLOWS: CHANNELS ASTM A36, Fy = 36 KS ALL OTHER STEEL ASTM A36, Fy = 36 KS 2. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS AND SHALL CONFORM TO ANSI/AWS D1.1. 3. MINIMUM SIZE OF ALL FILLET WELDS SHALL CONFORM TO TABLE J2.4 OF AISC SPECIFICATIONS EVEN IF SHOWN OTHERWISE ON ARCHITECTURAL, MECHANICAL, OR STRUCTURAL DRAWINGS. 4. STRUCTURAL STEEL EXPOSED TO WEATHER IN FINISHED STRUCTURE SHALL BE HOT DIP GALVANIZED PER ASTM A123. 5. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO START OF FABRICATION. FABRICATION SHALL CONFORM TO AISC SPECIFICATIONS. A ATTACH UNIT TO CURB WITH 1/2"0 ASTM F593C 304 SS BOLTS (MINIMUM OF (4) EA LONG SIDE & (2) EA SHORT SIDE), OR WITH #12 TEK SCREWS @ 10" OC AROUND FULL PERIMETER 16 GA MINIMUM PRE -FABRICATED CURB TO BE DESIGNED BY EQUIP MFR - MECH UNIT 3/8"0 HILTI KWIK BOLT TZ ANCHORS @ 24" OC W/ 2" EXIST CONC ON EMBEDMENT EPICORE DECK SECTION 3 SCALE: NTS EXIST CONC ON EPICORE DECK, TYP GC TO VERIFY EXIST STL FRAME IS LOCATED C 0 N 2 26' - 0" 8'-8" 8'-8" L X 'r EXIST CONC SLAB ON 22 GA EPICORE DECK. 5 1/4" TOTAL THICKNESS, TYP ENLARGED PLAN EXISTING OPENING, FV #12 TEK SCREWS @ 6" OC, TYP 1 1/2" TYPE B, 20 GAGE, STEEL ROOF DECK INFILL W/ MIN 1 1/2" BEARING EA END AROUND OPENING L4X3X1/4 (LLV) (2) #12 TEK TYP, ALL SIDES SCREWS @ OF OPENING 12" OC, TYP NOTES: 1. ROOFING NOT SHOWN FOR CLARITY. SEE ARCH FOR ROOFING/WATERPROOFING DETAILS, IF REQ'D. �� ROOF OPENING INFILL SCALE: NTS W27X94 E3�� EXIST ROOF NEW RTU, FRAMING, TYP SEE MECH 2 S100 ICI — X _ X v LO v r INFILL EXIST SUPPLY AIR 3 DUCT OPENING. SEE 4/S100 S100 TYP EXIST RETURN AIR DUCT OPENING TO BE REUSED ( \A/77YOd PARTIAL ROOF PLAN 1 SCALE: 3/16" =1'-0" NOTES: 1. COORDINATE RTU LOCATION WITH MECHANICAL. 2. VERIFY OPENINGS AND FRAMING LOCATIONS WITH EQUIPMENT PURCHASED. C6X8.2, TY r��{L•���Z�11;[�Z�1�. EPICORE DECK — OPENING � CHANNEL, TIGHT TO UNDERSIDE OF DECK P SECTION A -A 3 SIDES, TYP ST CONC ON CORE DECK 3 SIDES L3x3x1/4 x 4" LG - CHANNEL, TYP SECTION B-B ROOF OPENING FRAMING SCALE: NTS CHANNEL, CCC or AAI r LJ/ V AJ AV -J EXIST CONC ON EPICORE DECK 3/16 ',.2 SIDES EXIST 3TL BM SECTION C-C KEY PLAN SCALE: NTS AREA OF WORK O O 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 USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL 33541 Q, �.�GENSF •'9G�� d� X7j 0 =`� CV) OF = LU H z w J U Q Vz a REVISIONS NO. DESCRIPTION DATE 1 L AHCA COMMENTS 07/02/2019] -- - - -- DATE ISSUED: 06/19/2019 REVIEWED BY: AM DRAWN BY: -- - DB DESIGNED BY: YK/JS/MW PROJECT NUMBER: 504-0232-000 © 2019 RS&H, INC. SHEET TITLE: GENERAL STRUCTURAL NOTES, PLAN AND DETAILS SHEET ID: BLDG. ID S100 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1/4" SCALE 4' 0 2' 4' 8' -- 1/8" SCALE 8' 0 4' 8' 16' j - - 2 4 5 7 C B A GENERAL ABBREVIATIONS °F DEGREES FAHRENHEIT MCC MOTOR CONTROL CENTER °C DEGREES CELSIUS ME MOISTURE ELIMINATOR 0 DIAMETER MECH MECHANICAL AD ACCESS DOOR MEZZ MEZZANINE ADJ ADJUSTABLE MFR MANUFACTURER AFF ABOVE FINISHED FLOOR MIN MINIMUM AFG ABOVE FINISHED GRADE MOCP MAXIMUM OVERCURRENT PROTECTION ARCH ARCHITECT MTD MOUNTED ATC AUTOMATIC TEMPERATURE CONTROL N/A NOT APPLICABLE ATV ATMOSPHERIC VENT NC NORMALLY CLOSED OR NOISE CRITERIA BFF BELOW FINISHED FLOOR NEG NEGATIVE BHP BRAKE HORSEPOWER NIC NOT IN CONTRACT BOD BOTTOM OF DUCT NO NORMALLY OPEN OR NUMBER BMS BUILDING MANAGEMENT CONTROL SYSTEM NOM NOMINAL BOP BOTTOM OF PIPE NTS NOT TO SCALE BTU BRITISH THERMAL UNIT OB OCTAVE BAND BTUH BRITISH THERMAL UNIT PER HOUR OC ON CENTER CLG CEILING ODP OPEN DRIP PROOF CL CENTERLINE OFCI OWNER FURNISHED CONTRACTOR INSTALLED COL COLUMN OF01 OWNER FURNISHED OWNER INSTALLED CONC CONCRETE OV OUTLET VELOCITY CUF CUBIC FEET PCF POUNDS PER CUBIC FOOT CYL CYLINDER PD PRESSURE DROP DB DRY BULB TEMPERATURE PH PHASE DDC DIRECT DIGITAL CONTROL PLBG PLUMBING DIM DIMENSION POC POINT OF CONNECTION I DN DOWN POD POINT OF DEMARCATION DP DIFFERENTIAL PRESSURE POS POSITION OR POSITIVE DWG DRAWING PSIA POUNDS PER SQUARE INCH ABSOLUTE EA EACH PSID POUNDS PER SQUARE INCH DIFFERENTIAL EFF EFFICIENCY PSIG POUNDS PER SQUARE INCH GAUGE ELEC ELECTRICAL RC ROOM CRITERIA (NOISE) ELEV ELEVATION RET RETURN EMER EMERGENCY REQD REQUIRED ENT ENTERING RH RELATIVE HUMIDITY EQUIP EQUIPMENT RM ROOM EXH EXHAUST RPM REVOLUTIONS PER MINUTE EXP EXPANSION SC SENSIBLE COOLING (E) EXISTING SCH SCHEDULE FA ! FIRE ALARM i SH SENSIBLE HEAT FD FLOOR DRAIN SHT SHEET FLR I FLOOR SPEC SPECIFICATION FP FIRE PROTECTION SQ SQUARE FPM FEET PER MINUTE SQFT SQUARE FEET FT I FEET I SS STAINLESS STEEL FT/SEC FEET PER SECOND STD STANDARD FURN FURNISHED SUP SUPPLY GA GAUGE TAV THERMOSTATIC AIR VENT GAL GALLONS TEFC TOTALLY ENCLOSED FAN COOLED GALV GALVANIZED TEMP TEMPERATURE GPH GALLONS PER HOUR TOD TOP OF DUCT GPM GALLONS PER MINUTE TON TONS OF REFRIGERATION GYP GYPSUM BOARD TOP TOP OF PIPE HP HORSEPOWER UNO UNLESS NOTED OTHERWISE HR HOUR UTR UP THROUGH ROOF HZ HERTZ V ! VENT ID INSIDE DIAMETER VAV VARIABLE AIR VOLUME IN INCHES VEL VELOCITY KW KILOWATT VFD VARIABLE FREQUENCY DRIVE KVA KILOVOLT AMPERE VTR VENT THROUGH ROOF LB POUND W WIDTH LF LINEAR FEET W/ WITH I LVG LEAVING W/o WITHOUT MAX MAXIMUM ! WB WET BULB TEMPERATURE MBH THOUSAND BRITISH THERMAL UNITS PER WF WIDE FLANGE HOUR WG WATER GAUGE MCA MINIMUM CIRCUIT AMPS I XFMR TRANSFORMER AIR SIDE SYSTEM ABBREVIATIONS AC AIR CONDITIONING LAT COIL LEAVING AIR TEMPERATURE ACID AUTOMATIC CONTROL DAMPER MA MIXED AIR AF AIR FOIL MAT MIXED AIR TEMPERATURE APD AIR PRESSURE DROP MAU MAKE UP AIR AT AIR TERMINAL OA OUTSIDE AIR AVS AIR VOLUME TRAVERSE STATION OAI OUTSIDE AIR INTAKE BI BACKWARD INCLINE OBD OPPOSED BLADE DAMPER BDD BACKDRAFT DAMPER OED OPEN END DUCT CD CEILING DIFFUSER (SUPPLY) PE PNEUMATIC - ELECTRIC CFM CUBIC FEET PER MINUTE RA RETURN AIR CV CONSTANT VOLUME RAT RETURN AIR TEMPERATURE DU UC DOOR LOUVER / UNDERCUT DOOR RG RETURN AIR GRILLE OR REGISTER DWDI DOUBLE WIDTH DOUBLE INLET RLF RELIEF DWSI DOUBLE WIDTH SINGLE INLET RV ROOF VENT EA EXHAUST AIR SA SUPPLY AIR EAT COIL ENTERING AIR OR EXHAUST AIR TEMP. SAT SUPPLY AIR TEMPERATURE EG EXHAUST AIR GRILLE OR REGISTER SP STATIC PRESSURE EP ELECTRIC - PNEUMATIC SS STAINLESS STEEL DUCT ESP EXTERNAL STATIC PRESSURE SWDI SINGLE WIDTH DOUBLE INLET F&B FACE AND BYPASS SWSI SINGLE WIDTH SINGLE INLET FC FOWARD CURVE OR FLEXIBLE CONNECTION TG TRANSFER AIR GRILLE FA FREE AREA TSP TOTAL STATIC PRESSURE FPI FINS PER INCH VAV VARIABLE AIR VOLUME GE GENERAL EXHAUST WMS WIRE MESH SCREEN HEPA HIGH EFFICIENCY PARTICULATE AIR FILTER I PIPING SYSTEM ABBREVIATIONS AV AUTOMATIC AIR VENT NPSH NET POSITIVE SUCTION HEAD CO CLEAN OUT NPSHA NET POSITIVE SUCTION HEAD AVAILABLE CV FLOW COEFFICIENT OR CONTROL VALVE I NPSHR NET POSITIVE SUCTION HEAD REQUIRED DX DIRECT EXPANSION OS&Y OUTSIDE STEM AND YOKE EWT ENTERING WATER TEMPERATURE PG PRESSURE GAUGE i FC FLEXIBLE CONNECTION PRV PRESSURE REDUCING VALVE FCV FLOW CONTROL VALVE SOV SHUT-OFF VALVE FM FLOW METER SRV SAFETY RELIEF VALVE HD HEAD ST STEAM TRAP LWT LEAVING WATER TEMPERATURE STIR STRAINER MAV MANUAL AIR VENT SV SOLENOID VALVE WPD WATER PRESSURE DROP TDH TOTAL DYNAMIC HEAD TW TEST WELL (PETE'S PLUG) TH THERMOMETER CONTROL DIAGRAM ABBREVIATIONS AFD ADJUSTABLE FREQUENCY DRIVE BI BINARY INPUT CONTROL POINT Al ANALOG INPUT CONTROL POINT BO BINARY OUTPUT CONTROL POINT AO ANALOG OUTPUT CONTROL POINT EMS ENERGY MANAGEMENT SYSTEM ASD ADJUSTABLE SPEED DRIVE ! NC NORMALLY CLOSED WHEN OFF BAS BUILDING AUTOMATION CONTROL SYSTEM NO NORMALLY OPEN WHEN OFF APPLICABLE CODES, GUIDELINES AND STANDARDS THE FLORIDA BUILDING CODE - 6TH EDITION (2017), BUILDING THE FLORIDA BUILDING CODE - 6TH EDITION (2017), EXISTING THE FLORIDA BUILDING CODE - 6TH EDITION (2017), MECHANICAL THE FLORIDA BUILDING CODE - 6TH EDITION (2017), ENERGY CONSERVATION THE FLORIDA BUILDING CODE - 6TH EDITION (2017), ACCESSIBILITY THE FLORIDA FIRE PREVENTION CODE - 6TH EDITION (2017) FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND OUTPATIENT FACILITIES - 2014 EDITION NATIONAL FIRE PROTECTION ASSOCIATION NFPA 9OA-2015 EDITION, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS NFPA 9OB-2015 EDITION, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS NFPA 99-2018 EDITION, HEALTH CARE FACILITIES CODE NFPA 101-2015 EDITION, THE LIFE SAFETY CODE (FLORIDA-SPECIFIC EDITION) INDUSTRY STANDARDS AND TESTING COMPANIES UNDERWRITERS LABORATORIES INC. (UL) AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) AIR-CONDITIONING, HEATING, AND REFRIGERATION INSTITUTE (AHRI) AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA) NOTE: THIS LIST IS NOT COMPREHENSIVE. THE CODES, GUIDELINES, AND STANDARDS NOT REFERENCED HERE MAY BE APPLICABLE TO THIS PROJECT. PIPING LEGEND CHWS CHILLED WATER SUPPLY SLOp� PIPE SLOPE (REFER TO PLANS FOR SLOPE) CHWR CHILLED WATER RETURN _ AUTOMATIC AIR VENT -CWS CONDENSER WATER SUPPLY ANGLE VALVE - ELEVATION -CWR CONDENSER WATER RETURN �G -- ANGLE VALVE - PLAN CTWS COOLING TOWER WATER SUPPLY O BALL VALVE -- CTWR COOLING TOWER WATER RETURN BALL VALVE W/MEMORY STOP GWS I GEOTHERMAL WATER SUPPLY -� �--- BUTTERFLY VALVE GWR GEOTHERMAL WATER RETURN { I BUTTERFLY VALVE W/ MEMORY STOP GS GLYCOL SUPPLY i F MOTORIZED BUTTERFLY VALVE -GR GLYCOL RETURN PRESSURE INDEPENDENT CONTROL VALVE HWS HEATING HOT WATER SUPPLY COMBO. BALANCING/ SHUTOFF VALVE W/PRESS. TAPS -HWR HEATING HOT WATER RETURN CONTROL VALVE - 2 WAY HPWS HEAT PUMP WATER SUPPLY CONTROL VALVE - 3 WAY HPWR HEAT PUMP WATER RETURN ---- CHECK VALVE MUW MAKE UP WATER O F DRAIN OFF VALVE (BALL VALVE W/ HOSE BIBB, CAP, & CHAIN) PCHWS PROCESS CHILLED WATER SUPPLY FLOAT OPERATED VALVE --PCHWR PROCESS CHILLED WATER RETURN �� FLOW CONTROL VALVE -CD-- CONDENSATE DRAIN FLOW METER -� �- RL REFRIGERANT LIQUID FLOW METER - VENTURI RS REFRIGERANT SUCTION - - FLOW SWITCH LPS LOW PRESSURE STEAM GATE VALVE LPR LOW PRESSURE CONDENSATE RETURN - -_- _ GLOBE VALVE HPS HIGH PRESSURE STEAM -- ---- ISOLATION VALVE HPR HIGH PRESSURE CONDENSATE RETURN MANUAL AIR VENT --PC— PUMPED STEAM CONDENSATE ---�- PRESSURE REDUCING VALVE DOUBLE LINE PIPE RISE --{ PRESSURE SUSTAINING VALVE SINGLE LINE PIPE RISE DOUBLE LINE PIPE DROP ' PRESSURE GAUGE PRESSURE GAUGE W/ COIL SIPHON ~ L �- - SINGLE LINE PIPE DROP PUMP (TRIANGLE INDICATES FLOW � DIRECTION) --U- PIPE TEE OFF THE TOP --�- QUICK CLOSING VALVE, FUSIBLE LINK PIPE TEE OFF THE BOTTOM PIPE TEE OFF THE SIDE - - QUICK OPENING VALVE SAFETY RELIEF VALVE BLIND FLANGE SOLENOID VALVE - END CAP STRAINER - DUPLEX I PIPE BREAK STRAINER -�' � DIRT LEG STRAINER W/ DRAIN VALVE, HOSE BIBB, & 4 CAP (USE GATE VALVE FOR STEAM) �i CO CLEAN OUT --- T] - STRAINER - BASKET TYPE W/ DRAIN °• VALVE, HOSE BIBB, & CAP f• DIRECTION OF FLOW �� STEAM TRAP - D REDUCER - CONCENTRIC THERMOSTATIC AIR VENT (STEAM ONLY) -L REDUCER - ECCENTRIC THERMOMETER T -ice— FLEXIBLE CONNECTION TEST WELL (PETE'S PLUG) PIPE ANCHOR --f-< TRIPLE DUTY VALVE PIPE GUIDE _� � I----- UNION -LEJ EXPANSION JOINT V VACUUM BREAKER TAGS AND CALL OUT SYMBOLS EQUIP EQUIPMENT REQUIRING ELECTRICAL #� REVISION CALLOUT \� SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. < 1 i KEYNOTE CALLOUT --__ EQUIP EQUIPMENT NOT REQUIRING ELECTRICALPOINT OF CONNECTION SERVICE. REFER TO SCHEDULES FOR # PERFORMANCE REQUIREMENTS. POINT OF DEMARCATION i SECTION CALLOUT 1 SECTION DESIGNATION SHEET NUMBER M3.1 -� DETAIL CALLOUT A DETAIL DESIGNATION M3. SHEET NUMBER AIR SYSTEM LEGEND RECTANGULAR SUPPLY/ OUTSIDE AIR DUCT UP CFM SPACE PRESSURIZATION ARROW RECTANGULAR SUPPLY/ OUTSIDE AIR DUCT DOWN DU UC �- DOOR LOUVER /UNDERCUT DOOR RECTANGULAR RETURN/ RELIEF AIR DUCT UP SUPPLY AIRFLOW ARROW RECTANGULAR RETURN/ RELIEF AIR DUCT DOWN i RETURN OR EXHAUST AIRFLOW ARROW RECTANGULAR EXHAUST AIR DUCT UP RECTANGULAR EXHAUST AIR DUCT z CEILING DIFFUSER (SUPPLY) RETURN AIR GRILLE OR REGISTER DOWN ROUND SUPPLY/ OUTSIDE AIR DUCT UP z EXHAUST AIR GRILLE OR REGISTER ROUND SUPPLY/ OUTSIDE AIR DUCT DOWN A • DIFFUSER WITH FLOW DIRECTION. NO FLOW ARROWS INDICATES ROUND RETURN/ RELIEF AIR DUCT UP ROUND RETURN/ RELIEF AIR DUCT DOWN C� STANDARD 4-WAY PATTERN. SIDE WALL GRILLE ROUND EXHAUST AIR DUCT UP O X HUMIDITY SENSOR OR HUMIDISTAT AND NUMBER ROUND EXHAUST AIR DUCT DOWN DUCT WITH LINING OR SOUND INSULATION AUTOMATIC CONTROL DAMPER FOR U X X O X SENSOR AND NUMBER SWITCH AND NUMBER TEMPERATURE SENSOR OR THERMOSTAT - - - - iACD ROUND AND RECTANGULAR DUCT & ZONE NUMBER BDD BACKDRAFT DAMPER FOR ROUND AND (T) X TEMPERATURE SENSOR OR THERMOSTAT f 7 RECTANGULAR DUCT W/ VANDAL GUARD & ZONE NUMBER r�D Iu1 FIRE DAMPER FOR ROUND AND �M� REMOTE DAMPER OPERATOR 7 RECTANGULAR DUCT SID SMOKE DAMPER FOR ROUND AND CD� DIFFERENTIAL PRESSURE SENSOR -�-� RECTANGULAR DUCT NSFD_i COMBINATION SMOKEIFIRE DAMPER FOR (SD) DUCT SMOKE DETECTOR �I <C ROUND AND RECTANGULAR DUCT SLIDE GATE DAMPER FOR ROUND AND �SP i STATIC PRESSURE SENSOR RECTANGULAR DUCT VID MANUAL VOLUME DAMPER FOR ROUND CO CARBON MONOXIDE SENSOR AND RECTANGULAR DUCT FLEXIBLE CONNECTION CARBON DIOXIDE SENSOR I NITROGEN DIOXIDE SENSOR CONTROL DIAGRAM LEGEND -/ 2 MOTORIZED DAMPER - 2 POSITION ] SERPENTINE TEMPERATURE SENSOR /Z /Z /Z�M MOTORIZED DAMPER - MODULATING �D­EH DUCT HUMIDITY SENSOR -�{xSC i MOTORIZED DAMPER - SPRING CLOSED ���� ENTHALPY SENSOR xSO MOTORIZED DAMPER - SPRING OPEN �� EC COMPARATIVE ENTHALPY SWITCH xSM MOTORIZED DAMPER - SMOKE DAMPER SPRING CLOSED UL-555S HHL HIGH LIMIT HUMIDITY - SWITCH SF MOTORIZED DAMPER - FIRE/ SMOKE DAMPER, 2 POSITION, SPRING CLOSED �LL LOW LIMIT THERMOSTAT - SWITCH THL� HIGH LIMIT THERMOSTAT - SWITCH 3-WAY CONTROL VALVE SP DIFFERENTIAL STATIC PRESSURE SENSOR DP DIFFERENTIAL PRESSURE SENSOR 2-WAY CONTROL VALVE - DP S (ANALOG) DIFFERENTIAL PRESSURE SWITCH - [SH]L STATIC PRESSURE - HIGH LIMIT SWITCH X BUTTERFLY CONTROL VALVE _ �LL STATIC PRESSURE LOW LIMIT SWITCH - ❑2 2 POSITION [F� FLOW METER MODULATING i CT CURRENT TRANSDUCER SENSOR (ANALOG) 2SC 2 POSITION - SPRING CLOSED LTSJ CURRENT TRANSDUCER SWITCH 2S0 2 POSITION - SPRING OPEN L R J RELAY MSC MODULATING -SPRING CLOSED M i T RELAY CONTACTOR - OPEN WITH NO CONTROL POWER MSO MODULATING - SPRING OPEN �. ` RELAY CONTACTOR - CLOSED WITH NO CONTROL POWER EFLOATING - 24VAC 1 TRANSFORMER O ROOM TEMPERATURE SENSOR L11 FUSE ROOM HUMIDITY SENSOR TWISTED PAIR MULTI -SIGNAL CONTROL WIRING O ROOM THERMOSTAT DUCT MOUNTED SMOKE DETECTOR p� (S) SUPPLY DUCT MOUNTED C--E T PIPE TEMPERATURE SENSOR S P (R) RETURN DUCT MOUNTED (1) IONIZATION (P) PHOTOELECTRIC DUCT TEMPERATURE SENSOR DEMOLITION < C > CAP EXISTING DEMOLITION PIPING < X > EXISTING TO REMAIN DEMOLITION EQUIPMENT OR DUCT < R > EXISTING TO BE REMOVED < RL > EXISTING TO BE RELOCATED < NL > EXISTING - NEW LOCATION 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 expU.S. SERVICES INC. 407.660.0088 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 N••4041 i *j�*Oexr)• PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 ! \\ Ny P. P4 C,E14al�0 No. 54516 p '. STATE OF ; I '» l� 'i F'• �OR10, �d� � '�NA 11���`\��� 11111 TIMOTHY P. PENNOCK PE 54516 REVISIONS NO. DESCRIPTION DATE - - -- -- -- I DATE ISSUED: 06/19/2019 REVIEWED BY: GCB DRAWN BY: ADC DESIGNED BY: SB PROJECT NUMBER: 504-0232-000 © 2019 RS&H, INC. SHEET TITLE: MECHANICAL LEGEND SHEET ID: BLDG. ID M001 —_ ____ - - -1 PROJECT STATUS: CONSTRUCTION DOCUMENTS I Copyright© 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' � � ---� 1 /4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' 1 1 2 I 3 I 4 5 0 C B A 0 N 0 N 4 61 G15-32.004 ENGINEERING DOCUMENT INFO. D. DESIGN APPROACH CEILINGS. DESIGN DENSITY: 0.15 GPM/SQ. FT. FOR A 1500 SQ. FT. AREA OF SPRINKLER OPERATION. HEAD THE BUILDING'S EXISTING FIRE PROTECTION SYSTEM CONSISTS OF A SPRINKLER TEMPERATURE RATING:155 DEGREE F. SPACING: FOR STANDARD COVERAGE HEADS,15 FT. MAXIMUM WITH A A. POINT OF SERVICE FOR THE FIRE PROTECTION SYSTEM IS EXISTING. SYSTEM THROUGHOUT. SCOPE OF WORK CONSISTS OF REWORK OF THE EXISTING FIRE SPRINKLER SYSTEM. MAXIMUM PROTECTION AREA OF 130 SQ.FT. AREA REDUCTION ALLOWED PER NFPA. B. IN ADDITION TO LOCAL ORDINANCES, APPLICABLE CODES AND STANDARDS ARE AS FOLLOWS: LIGHT HAZARD: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING FIRE STOPPING FOR STEEL PIPE PENETRATING A CONCRETE FLOOR OR A CONCRETE BLOCK WALL: 1) FLORIDA BUILDING CODE, SIXTH EDITION (2017) EXPOSED STEEL SUPPLY PIPING ROUTED BELOW STRUCTURE. IN ROOMS/AREAS PROVIDED WITH CEILINGS PIPING UL SYSTEM NO. C-AJ-1001, USE 3M TYPE CP ZSWB + CAULK, F RATING 3 HRS. 2) FLORIDA FIRE PREVENTION CODE, SIXTH EDITION (2017) SHALL BE LOCATED ABOVE THE CEILING. PIPING SHALL SUPPLY UPRIGHT SPRINKLER HEADS IN EXPOSED AREAS AND E. CHARACTERISTICS OF WATER SUPPLY: 3) NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION CONCEALED PENDENT SPRINKLER HEADS IN ROOMS PROVIDED WITH CEILINGS. DESIGN DENSITY: 0.10 GPM/SQ. FT. WATER SUPPLY TO BUILDING FIRE PROTECTION SYSTEM IS EXISTING. 4) NFPA 25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FIRE PROTECTION FOR A 1500 SQ. FT. AREA OF SPRINKLER OPERATION. HEAD TEMPERATURE RATING:155 DEGREE F. SPACING: FOR F. FIRE FLOW TEST SHALL BE OBTAINED BY THE FIRE SPRINKLER CONTRACTOR. SYSTEMS, 2014 EDITION STANDARD COVERAGE HEADS,15 FT. MAXIMUM WITH A MAXIMUM PROTECTION AREA OF 225 SQ. FT. AREA G. VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF C. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA SHALL BE AS FOLLOWS: REDUCTION ALLOWED PER NFPA. WATER: 1) IV/PREP SHALL BE CLASSIFIED AS LIGHT HAZARD IN ACCORDANCE WITH NFPA 13- 5.2. ORDINARY HAZARD GROUP 1: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPE AUTOMATIC SPRINKLER THE FIRE SPRINKLER SYSTEMS FOR THE BUILDING SHALL HAVE A WATER FOW SWITCH WITH A LOCAL AUDIBLE 2) CHEMO, ANTE, AND STORAGE SHALL BE CLASSIFIED AS ORDINARY HAZARD GROUP 1 IN ACCORDANCE WITH SYSTEM, USING EXPOSED STEEL SUPPLY PIPING ROUTED BELOW STRUCTURE. IN ROOMS/AREAS ALARM AND REMOTE STATION MONITORING. THE BACKFOW PREVENTION DEVICE ASSEMBLY SHUT-OFF VALVES NFPA 13- 5.3.1. PROVIDED WITH CEILINGS PIPING SHALL BE LOCATED ABOVE THE CEILING. PIPING SHALL SUPPLY UPRIGHT AND ANY OTHER SHUT-OFF VALVES USED IN THE WATER SUPPLY PIPING FOR THIS SPRINKLER SYSTEM SHALL ,E Lj EXISTING 2%0 FIRE SPRINKLER CROSS MAIN 1. ON STEEL END -OF -BRANCH AND ARM -OVER LINES OVER 12 INCHES CUMULATIVE HORIZONTAL LENGTH INSTALL A HANGER ALL THREAD ROD WITHIN 12 INCHES OF EACH CEILING- MOUNTED PENDANT —_ SPRINKLER PER NFPA 13 9.2.3.4.4.1 AND 9.2.3.4.4.2 2. WHERE NEEDED THE LINE SHALL BE EXTENDED BEYOND THE SPRINKLER AND SUPPORTED BY AN ADDITIONAL HANGER 3. EXISTING SPRINKLERS IN BOTH NEW AND EXISTING CEILING =_ AREAS ACCESSED DURING CONSTRUCTION ACTIVITIES SHALL BE PROVIDED WITH THE APPLICABLE HANGERS AND RESTRAINTS. — �TOLCO FIG. 25 SURGE RESTRAINER SCALE: N.T.S. N m 1 FIRE PROTECTION -LEVEL 2 DEMOLITION 1/4" = V-0" e NEW 1/2" BRASS QUICK RESPONSE CONCEALED PENDENT SPRINKLER 200OF - "K" FACTOR 5.6 - VIKING MODEL MIRAGE WITH COVER PLATE 165-F (SIN VK462). FINAL COLOR TO BE OBTAINED FROM ARCHITECT IN WRITING. PROVIDE ADDITIONAL 15% SUPPLY OF COVER PLATES 1 .I 1 " 1` DESIGN DENSITY HAZARD CATEGORY SPRINKLER HEAD SPACING HOSE ALLOWANCE SPRINKLER DESIGN DEMAND (gpm/ft2)/tt2 WET DRY I LIGHT HAZARD 225 100 0.10/1500 0.10/1950 © ORDINARY HAZARD GROUP 1 130 250 0.15/1500 0.1511950 © ORDINARY HAZARD GROUP 2 130 250 0.20/1500 0.20/1950 0 EXTRA HAZARD GROUP 1 100 500 0.30/2500 0.30/3250 E� ROOM TO BE PROTECTED BY CLEAN AGENT FIRE SUPPRESSION SYSTEM. N � 2 FIRE PROTECTION -LEVEL 2 NEW CONSTRUCTION 1/4" =1'-0" { H. WATER FOR THE FIRE PROTECTION SYSTEM IS PROVIDED BY PASCO COUNTY UTILITY WHICH REGULARLY MAINTAINS AND TESTS THAT THEIR WATER IS IN COMPLIANCE WITH ALL STATE AND FEDERAL DRINKING WATER STANDARDS. THE WATER SUPPLY IS MONITORED AND AS SUCH IT IS OF A QUALITY THAT WOULD NOT BE REASONABLY EXPECTED TO LEAD TO MIC. I. BACKFLOW PREVENTION DEVICE IS EXISTING. J. QUALITY AND PERFORMANCE SPECIFICATIONS OF FIRE PROTECTION COMPONENTS: FIRE PROTECTION SYSTEM COMPONENTS SHALL BE UNDERWRITERS LABORATORIES LISTED OR FM APPROVED TO ENSURE QUALITY OF SYSTEM COMPONENTS. COMPONENTS SHALL ALSO BE PROVIDED IN ACCORDANCE WITH PERFORMANCE REQUIREMENTS IN FIRE PROTECTION TECHNICAL SPECIFICATIONS. K. FOR HIGH HAZARD OCCUPANCY CLASSIFICATIONS, STORAGE OCCUPANCIES, AND FACTORY OCCUPANCIES, AS DEFINED IN SECTIONS 307, 311, AND 306, RESPECTIVELY, OF THE FLORIDA BUILDING CODE, BUILDING, AND HIGH-RISE BUILDINGS, AS DEFINED IN SECTION 202 OF THE FLORIDA BUILDING CODE, BUILDING, A DETERMINATION OF WHETHER A FIRE PUMP IS REQUIRED AND IF SO, THE SPECIFIC VOLUMETRIC FLOW AND PRESSURE RATING OF THE PUMP. THE FLORIDA BUILDING CODE IS INCORPORATED BY REFERENCE IN SUBSECTION 61 G15-18.011(6), F.A.0 FIRE PUMP SERVING THE BUILDING FIRE PROTECTION SYSTEM IS EXISTING TO REMAIN. L. A VERIFICATION OF WHETHER A FIREWATER STORAGE TANK IS REQUIRED ON SITE AND IF SO, A DETERMINATION OF THE SIZE AND CAPACITY REQUIRED. A FIREWATER STORAGE SHALL NOT BE REQUIRED FOR THIS PROJECT. M. OWNER'S CERTIFICATE. IN STORAGE OCCUPANCIES, THE OWNER'S INFORMATION CERTIFICATE IS REQUIRED FROM THE PROPERTY OWNER AS IT CLEARLY DEFINES THE STORAGE CONFIGURATION OF THE SPACE FOR THE CURRENT AND FUTURE USE OF THE PROPERTY, AS REQUIRED BY THE CODES AND STANDARDS SET FORTH IN SUBSECTION 61G15-32.002(7), F.A.C. THE BUILDING OWNER WILL PROVIDE OWNER'S INFORMATION CERTIFICATE OUTLINING THE STORAGE CONFIGUATION OF THE STORAGE SPACE FOR THE CURRENT AND FUTURE USE OF THE PROPERTY. f\L 1 f L %lI SCALE: N.T.S. 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 exp U.S. SERVICES INC. 407.660.0088 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 i••a ex i'• PO PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 \`0\111111////V/,/, ��0•(NY P: PFi N� ~' No. 54516 , A STATE OF Q'••• " F • ORIO�;•d� NAL /r/1111111 TIMOTHY P. PENNOCK PE 54516 REVISIONS NO. DESCRIPTION DATE 1 AHCA COMMENTS 07/02/19 DATE ISSUED: 06/19/2019 REVIEWED BY: AAB DRAWN BY: MGU DESIGNED BY: MGU PROJECT NUMBER: 504-0232-000 © 2019 RS&H, INC. SHEET TITLE: FIRE PROTECTION LEVEL 2 - DEMOLITION AND NEW CONSTRUCTION PLAN SHEET ID: BLDG. ID M102 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1 /4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' r O O O O N Cl N O expressed written consent of this corporation is prohibited. All rights reserved. `""' '_` "` ""^" —� �'� �� ^�� T 10 JVnLC 0 2 4 5 D E D U L B v x a) ¢i U w 00 a O a D ai N N E 0. o:. A " U •` m X X m m N D Z N In O M 0 N 0 N d r -i —J MOLITION 1/4' =1'-W 2 , J J KEYNOTES RS&H 801 REMOVE THE EXISTING LAVATORY AND PREPARE THE DRAIN AND DOMESTIC WATER LINE FOR CONNECTION TO NEW SINK LOCATION Q 802 EXTEND EXISTING DRAIN AND DOMESTIC WATER LINES TO NEW SINK LOCATION. 301 E. Pine Street, Suite 350 1 803 PROVIDE SUPPORT FOR THE NEW SINK PER MANUFACTURERS RECOMMENDATIONS. REFER Orlando, Florida 32801 TO DETAIL #8 ON SHEET M503. 407-893-5800 Fax 407-264-6624 804 SINK SPECIFICATIONS (P-1) : ELKAY MODEL EWSF13026KWSC, #16GAUGE, TYPE 304, www.rsandh.com STAINLESS STEEL SINGLE STATION SCRUB SINK WITH KNEE OPERATED WATER VALVE, USER FL Cert. Nos. AAC001886' IB26000956 ADJUSTABLE WATER TEMPERATURE, SATIN FINISH, UNDERSIDE IS SOUND DEADENED WITH 5620' LCC000210' GB238 SOAP PUMP. 805 CONNECT 1' HWS&R TO EXISTING 6" HWS&R ABOVE CEILING OF LEVEL 1 Q 806 DIFFERENTIAL PRESSURE MONITOR AT ENTRANCE OF CHEMO ROOM, IV/PREP ROOM AND l J J ANTE ROOM. PROVIDE DIGITAL MONITOR PER SPECIFICATION. exp U.S. SERVICES INC. 807 PROVIDE WALL MOUNTED EYE WASH EQUAL TO GUARDIAN G1778. ROUTE 1/2" CW FROM THE 407.660.0088 "� __...._.. _.. COLUWATER SUPPLY SERVING THE NEW SINK. 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 fie • } /leiex �/ • PROJECT TITLE: / AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 rF , / s rse� r 1\L 1 r L MI SCALE: N.T.S. 1 /8" SCALE 8' 0 4' 8' 16' \��111111 ANY P. PF���/,//i * ; No. 54516 — 1 ♦ 1 p STATE OF % �bNA1- �rrlul►►�� TIMOTHY P. PENNOCK PE 54516 REVISIONS NO. DESCRIPTION DATE 1 AHCA COMMENTS 07/02119 DATE ISSUED: 06/19/2019 REVIEWED BY: GBC DRAWN BY: MM DESIGNED BY: MM PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: PLUMBING & HVAC PIPING LEVEL 2 - DEMOLITION AND NEW CONSTRUCTION PLAN SHEET ID: BLDG. ID M112 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright © 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1 /4" SCALE 4' 0 2' 4' 8' KO 3 4 1 5 C B i 0 0 0 V r,T XS � XS X 200 200 I 1 ; 8"x8" 1 _ XR h _ 200 l � XS i- i 200 / x / N XR 150 XS 150 L- � �T 16"x12" r —i C%j x XS 225 / 20"x8" i ---- — -- 18"x8" XS 225 XS 60 : N 10"x10" � 1 MECHANICAL -LEVEL 2 DEMOLITION `�� 1/4" = V-0" AREA OF 18"x12" .,�x XR `` 76 : XS 28"x12" y� 75 v 1 , 11 18"x8" GENERAL NOTES - NEW CONSTRUCTION: GENERAL NOTES - DEMOLITION: 1 THE EXISTING FACILITY'S AIR HANDLERS AND INTERLOCKED 1 THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH RS&H EXHAUST FANS SHUT DOWN UPON SIGNAL FROM FIRE ALARM A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE SYSTEM AND ASSOCIATED FIREISMOKE DAMPER CLOSE. PROJECT AREA. EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC. 301 E. Pine Street, Suite 350 2 REFER TO DEMOLITION PLANS FOR ADDITIONAL REQUIREMENTS. LOCATED ON DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND Orlando, Florida 32801 3 HVAC SYSTEM IS CONSTANT VOLUME. CHILLED WATER COOLING WITH HOT LIMITED FIELD OBSERVATIONS. THIS DRAWING MAY NOT BE ALL `3 WATER REHEAT. INCLUSIVE OF SERVICES THAT EXIST IN THE PROJECT AREA. 407-893-5800 Fax 407-264-6624 4 ALL EXISTING HVAC TO BE REMOVED FROM PROJECT AREA DURING DEMOLITION CONTRACTOR SHALL VERIFY SERVICES AND LOCATIONS PRIOR TO ANY www.rsandh.com IN ACCORDANCE WITH FACILITY'S ICRA. DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK SHOWN ON FL Cent. Nos. AAC001886' IB26000956 THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND 5620 ` LCC000210' GB238 ENGINEER PRIOR TO BEGINNING DEMOLITION. 2 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 exp U.S. SERVICES INC. OTHER SPACES.DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL 407.660.0088 PHASING PLAN, TEMPORARY MECHANICAL. SERVICES SHALL BE D WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN L 32751 PROVIDE 2601 est a I Lane Maitland F ACTIVE. U.S.A !f 3 CONTRACTOR SHALL PROVIDE MECHANICAL WORK FOR PHASING AS www.exp.com X REQUIRED OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL 2019111 f PHASING PLAN, TEMPORARY MECHANICAL SERVICES SHALL BE CA # 29701 k PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN �0�� —_ —_ ACTIVE, �y J , ' �. 4 PER FACILITIES ICRA, CONTRACTOR SHALL PROVIDE TEMPORARY HEPA f FILTERED NEGATIVE AIR MACHINE POWERED FROM CRITICAL POWER TO " ex co f EXHAUST CONSTRUCTION ZONE TO THE OUTSIDE. PROVIDE ADDITIONAL CD,..-. - - -- !' EXHAUST FANS AS REQUIRED TO MAINTAIN ADEQUATE NEGATIVE PRESSURE INSIDE RENOVATION SPACES. FAN SHALL OPERATE DURING N f - RENOVATION WORK TO PROVIDE A NEGATIVE PRESSURE IN THE CONSTRUCTION ZONES WITH RESPECT TO THE OCCUPIED ADJACENT PROJECT TITLE: / SPACES DURING RENOVATION. FAN SHALL OPERATE CONTINUOUSLY DURING THE CONSTRUCTION PERIOD UNTIL CONSTRUCTION i PROCEDURES WHICH GENERATE DUST AND FUMES ARE COMPLETED: AdVentHealth -ZEPHYRHILLS WALLS PAINTED AND FLOOR INSTALLED. ADJUST EXHAUST AIR FLOW USP 800 PHARMACY UPGRADE / RATE TO MAINTAIN THE CONSTRUCTION ZONE AT AN ADEQUATE AREA OF WO _ NEGATIVE PRESSURE TO CONTAIN ALL CONSTRUCTION DUST AND 22"x12" FUMES. COORDINATE EXHAUST AIR FLOW RATE WITH THE TEMPORARY 18"x12" PARTITION FOR DEMOLITION WORK; NOTE THAT TIGHTER TEMPORARY PARTITION CONSTRUCTION REDUCES THE REQUIRED EXHAUST AIR FLOW .41 AND ASSOCIATED MAKE-UP AIR REQUIREMENTS. PROVIDE CONDITIONED MAKE-UP AIR TO ADJACENT OCCUPIED SPACES FOR CONSTRUCTION EXHAUST MAKE-UP AIR: BUILDING AIR AND/OR TEMPORARY AIR TO MAINTAIN PRESSURE REQUIREMENTS. ........... . .......... 5 REFER TO FACILITIES INFECTION CONTROL AND RISK ASSESSMENT FOR ADDITIONAL REQUIREMENTS. PROJECT ADDRESS: • J 1 6 CAP SUPPLY AND RETURN AIR DUCTS TO CONSTRUCTION ZONE TO 9 ......... --- µ / PREVENT RETURN FROM THE CONSTRUCTION ZONE. MINIMIZE SUPPLY 7050 GALL BLVD, 1 AIR PROVIDED TO CONSTRUCTION ZONE. 1 ��� 1 ! ZEPHYRHILLS, FL, 33541 1 28" x12" �ky� 7 ALL WORK SHALL BE SCHEDULED AND COORDINATED JOINTLY WITH 1 ! ADVENT HEALTH ZEPHYRHILLS HOSPITAL. A DETAILED JOB TIMELINE SHALL BE N �` 1 ! ESTABLISHED AND SUBMITTED FOR REVIEW AND APPROVAL. X 1 X 1 8 REFER TO ARCHITECTURAL FOR ADDITIONAL DEMOLITION REQUIREMENTS. — N — GN�Q► 9 COORDINATE PHASING AND PRESSURE CONTAINMENT REQUIREMENTS 24 x12 j 12"e WITH ARCHITECTS PHASING PLANS(S), SPECIFICATIONS AND PRESSURE " - 1 0 " i" CONTAINMENT DETAIL. 10 WORK IN CORRIDORS AND EXISTING SPACES WILL REQUIRE COMPLETION 1 / AFTER HOURS, UNLESS NOTED OTHERWISE. UTILIZE PORTABLE _J -..i• . 20"x8" - - 22"x12" ' CONSTRUCTION CONFINEMENTS UNITS PER FACILITY'S ICRA. CD-1 1 CD-1 _ i' 1 11 PRIOR TO DEMOLITION WORK PROVIDE TEST AND BALANCE READINGS OF RG-1 1 475 1 475 r' ff EXISTING SYSTEMS INDICATED TO BE PART OF RENOVATION. SUBMIT REPORT FOR ENGINEER'S REVIEW. REPORT TO INCLUDE TEST DATA FOR 1 20"x10" / \ �� I ' I EACH SYSTEM INCLUDING TEST DATA FOR PART OF THE SYSTEM BOTH\\� Y P P I c� WITHIN AREA BEING RENOVATED AND OUTSIDE RENOVATED AREAS AND ��� F pie L., 1 RHC 1 f ER-1 ASSOCIATED FANS AND AIR HANDLERS TO DOCUMENT EXISTING �� •'��G E N&.0 P1 t ✓ 100 CONDITIONS, VENTILATION RATES AND POSSIBLE SYSTEM ���•' �' ••.0 y MODIFICATIONS TO MEET NEW DESIGN REQUIREMENTS. = No. W16 ; ! / 12 REMOVE EXISTING HVAC IN AREA INDICATED FOR RENOVATION, UNLESS Ar / 24"x12" INDICATED OTHERWISE. `—• STATE OF % RR-1/ PG •• (� A 1 -(So)1 200 i .t► Y 1% F'•�pR10P:•d�i' 1 150 ANTE o RHC CD .1 KEY NOTES ''��/,/ 1 u I �►\��`\ 1 x 1 PROVIDE PRE -DEMOLITION SUPPLY/RETURWEXHAUST AIRFLOW READINGS AT 10"x10" \ 1 ,RR-1 THESE BRANCH DUCT OR AIR DISTRIBUTION DEVICE LOCATIONS. UPON NEW 300 CONSTRUCTION COMPLETION, TAB CONTRACTOR SHALL BALANCE TO 1 RHC ! PRE -DEMOLITION VALUES. 1 P2. D_2 CD-2 2 PROPOSED LOCATION OF ROOM PRESSURE MONITOR PER FACILITY ICRA, TIMOTHY P. PENNOCK PE 54516 1 N < 225 225 I 1 TYPICAL FOR EACH ROOM. x ' x \ ii i 3 PROPOSED LOCATION OF TEMPORARY NEGATIVE AIR MACHINE WITH HEPA REVISIONS FILTRATION TION TO MAINTAIN NEGATIVE PRESSURE AT CONSTRUCTION ZONE. FAN 1 _ f N (ID 2 MECHANICAL - LEVEL 2 NEW CONSTRUCTION 1/4" = V-0" 11 18"x8" GENERAL NOTES - NEW CONSTRUCTION: GENERAL NOTES - DEMOLITION: 1 THE EXISTING FACILITY'S AIR HANDLERS AND INTERLOCKED 1 THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH RS&H EXHAUST FANS SHUT DOWN UPON SIGNAL FROM FIRE ALARM A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE SYSTEM AND ASSOCIATED FIREISMOKE DAMPER CLOSE. PROJECT AREA. EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC. 301 E. Pine Street, Suite 350 2 REFER TO DEMOLITION PLANS FOR ADDITIONAL REQUIREMENTS. LOCATED ON DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND Orlando, Florida 32801 3 HVAC SYSTEM IS CONSTANT VOLUME. CHILLED WATER COOLING WITH HOT LIMITED FIELD OBSERVATIONS. THIS DRAWING MAY NOT BE ALL `3 WATER REHEAT. INCLUSIVE OF SERVICES THAT EXIST IN THE PROJECT AREA. 407-893-5800 Fax 407-264-6624 4 ALL EXISTING HVAC TO BE REMOVED FROM PROJECT AREA DURING DEMOLITION CONTRACTOR SHALL VERIFY SERVICES AND LOCATIONS PRIOR TO ANY www.rsandh.com IN ACCORDANCE WITH FACILITY'S ICRA. DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK SHOWN ON FL Cent. Nos. AAC001886' IB26000956 THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND 5620 ` LCC000210' GB238 ENGINEER PRIOR TO BEGINNING DEMOLITION. 2 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 exp U.S. SERVICES INC. OTHER SPACES.DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL 407.660.0088 PHASING PLAN, TEMPORARY MECHANICAL. SERVICES SHALL BE D WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN L 32751 PROVIDE 2601 est a I Lane Maitland F ACTIVE. U.S.A !f 3 CONTRACTOR SHALL PROVIDE MECHANICAL WORK FOR PHASING AS www.exp.com X REQUIRED OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL 2019111 f PHASING PLAN, TEMPORARY MECHANICAL SERVICES SHALL BE CA # 29701 k PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN �0�� —_ —_ ACTIVE, �y J , ' �. 4 PER FACILITIES ICRA, CONTRACTOR SHALL PROVIDE TEMPORARY HEPA f FILTERED NEGATIVE AIR MACHINE POWERED FROM CRITICAL POWER TO " ex co f EXHAUST CONSTRUCTION ZONE TO THE OUTSIDE. PROVIDE ADDITIONAL CD,..-. - - -- !' EXHAUST FANS AS REQUIRED TO MAINTAIN ADEQUATE NEGATIVE PRESSURE INSIDE RENOVATION SPACES. FAN SHALL OPERATE DURING N f - RENOVATION WORK TO PROVIDE A NEGATIVE PRESSURE IN THE CONSTRUCTION ZONES WITH RESPECT TO THE OCCUPIED ADJACENT PROJECT TITLE: / SPACES DURING RENOVATION. FAN SHALL OPERATE CONTINUOUSLY DURING THE CONSTRUCTION PERIOD UNTIL CONSTRUCTION i PROCEDURES WHICH GENERATE DUST AND FUMES ARE COMPLETED: AdVentHealth -ZEPHYRHILLS WALLS PAINTED AND FLOOR INSTALLED. ADJUST EXHAUST AIR FLOW USP 800 PHARMACY UPGRADE / RATE TO MAINTAIN THE CONSTRUCTION ZONE AT AN ADEQUATE AREA OF WO _ NEGATIVE PRESSURE TO CONTAIN ALL CONSTRUCTION DUST AND 22"x12" FUMES. COORDINATE EXHAUST AIR FLOW RATE WITH THE TEMPORARY 18"x12" PARTITION FOR DEMOLITION WORK; NOTE THAT TIGHTER TEMPORARY PARTITION CONSTRUCTION REDUCES THE REQUIRED EXHAUST AIR FLOW .41 AND ASSOCIATED MAKE-UP AIR REQUIREMENTS. PROVIDE CONDITIONED MAKE-UP AIR TO ADJACENT OCCUPIED SPACES FOR CONSTRUCTION EXHAUST MAKE-UP AIR: BUILDING AIR AND/OR TEMPORARY AIR TO MAINTAIN PRESSURE REQUIREMENTS. ........... . .......... 5 REFER TO FACILITIES INFECTION CONTROL AND RISK ASSESSMENT FOR ADDITIONAL REQUIREMENTS. PROJECT ADDRESS: • J 1 6 CAP SUPPLY AND RETURN AIR DUCTS TO CONSTRUCTION ZONE TO 9 ......... --- µ / PREVENT RETURN FROM THE CONSTRUCTION ZONE. MINIMIZE SUPPLY 7050 GALL BLVD, 1 AIR PROVIDED TO CONSTRUCTION ZONE. 1 ��� 1 ! ZEPHYRHILLS, FL, 33541 1 28" x12" �ky� 7 ALL WORK SHALL BE SCHEDULED AND COORDINATED JOINTLY WITH 1 ! ADVENT HEALTH ZEPHYRHILLS HOSPITAL. A DETAILED JOB TIMELINE SHALL BE N �` 1 ! ESTABLISHED AND SUBMITTED FOR REVIEW AND APPROVAL. X 1 X 1 8 REFER TO ARCHITECTURAL FOR ADDITIONAL DEMOLITION REQUIREMENTS. — N — GN�Q► 9 COORDINATE PHASING AND PRESSURE CONTAINMENT REQUIREMENTS 24 x12 j 12"e WITH ARCHITECTS PHASING PLANS(S), SPECIFICATIONS AND PRESSURE " - 1 0 " i" CONTAINMENT DETAIL. 10 WORK IN CORRIDORS AND EXISTING SPACES WILL REQUIRE COMPLETION 1 / AFTER HOURS, UNLESS NOTED OTHERWISE. UTILIZE PORTABLE _J -..i• . 20"x8" - - 22"x12" ' CONSTRUCTION CONFINEMENTS UNITS PER FACILITY'S ICRA. CD-1 1 CD-1 _ i' 1 11 PRIOR TO DEMOLITION WORK PROVIDE TEST AND BALANCE READINGS OF RG-1 1 475 1 475 r' ff EXISTING SYSTEMS INDICATED TO BE PART OF RENOVATION. SUBMIT REPORT FOR ENGINEER'S REVIEW. REPORT TO INCLUDE TEST DATA FOR 1 20"x10" / \ �� I ' I EACH SYSTEM INCLUDING TEST DATA FOR PART OF THE SYSTEM BOTH\\� Y P P I c� WITHIN AREA BEING RENOVATED AND OUTSIDE RENOVATED AREAS AND ��� F pie L., 1 RHC 1 f ER-1 ASSOCIATED FANS AND AIR HANDLERS TO DOCUMENT EXISTING �� •'��G E N&.0 P1 t ✓ 100 CONDITIONS, VENTILATION RATES AND POSSIBLE SYSTEM ���•' �' ••.0 y MODIFICATIONS TO MEET NEW DESIGN REQUIREMENTS. = No. W16 ; ! / 12 REMOVE EXISTING HVAC IN AREA INDICATED FOR RENOVATION, UNLESS Ar / 24"x12" INDICATED OTHERWISE. `—• STATE OF % RR-1/ PG •• (� A 1 -(So)1 200 i .t► Y 1% F'•�pR10P:•d�i' 1 150 ANTE o RHC CD .1 KEY NOTES ''��/,/ 1 u I �►\��`\ 1 x 1 PROVIDE PRE -DEMOLITION SUPPLY/RETURWEXHAUST AIRFLOW READINGS AT 10"x10" \ 1 ,RR-1 THESE BRANCH DUCT OR AIR DISTRIBUTION DEVICE LOCATIONS. UPON NEW 300 CONSTRUCTION COMPLETION, TAB CONTRACTOR SHALL BALANCE TO 1 RHC ! PRE -DEMOLITION VALUES. 1 P2. D_2 CD-2 2 PROPOSED LOCATION OF ROOM PRESSURE MONITOR PER FACILITY ICRA, TIMOTHY P. PENNOCK PE 54516 1 N < 225 225 I 1 TYPICAL FOR EACH ROOM. x ' x \ ii i 3 PROPOSED LOCATION OF TEMPORARY NEGATIVE AIR MACHINE WITH HEPA REVISIONS FILTRATION TION TO MAINTAIN NEGATIVE PRESSURE AT CONSTRUCTION ZONE. FAN 1 _ f N (ID 2 MECHANICAL - LEVEL 2 NEW CONSTRUCTION 1/4" = V-0" CRITE / ROOF / 205 BALANCE BIO-SAFETY HOOD TO 1000 CFM EXHAUST. ROUTE 17 DIAMETER / EXHAUST UP TO EF-P1 ON ROOF THROUGH EXISTING ROOF OPENING. DATE ISSUED: 06/19/2019 206 LOCATE RETURN GRILLE IN EXISTING PHARMACY PRIOR TO ERECTING ' CONSTRUCTION BARRIER. REVIEWED BY: GCB 207 ROUTE 12X8 RETURN DUCT DOWN TO 1OX10 SIDEWALL RETURN GRILLE DRAWN BY: ADC MOUNTED 8" A.F.F., BALANCE TO AIRFLOW SHOWN. 208 ROUTE 12X6 RETURN DUCT DOWN TO 1OX10 SIDEWALL RETURN GRILLE DESIGNED BY: SB MOUNTED 8" A.F.F., BALANCE TO AIRFLOW SHOWN. PROJECT NUMBER: -;'' `,/ 209 ROUTE 10X4 EXHAUST DUCT DOWN TO 8X8 SIDEWALL EXHAUST GRILLE 504-0232-000 MOUNTED 8" A.F.F., BALANCE TO AIRFLOW SHOWN. 210 REBALANCE EXISTING AHU-2 ON LEVEL 1 TO AIR FLOWS MEASURED PRIOR TO © 2019 RS&H, INC. DEMOLITION. SHEET TITLE: - / MECHANICAL LEVEL 2 1\L I f LMI SCALE: N.T.S. 1 /8" SCALE 8' 0 4' 8' 16' - DEMOLITION AND NEW CONSTRUCTION PLAN SHEET ID: BLDG. ID M202 PROJECT STATUS: CONSTRUCTION DOCUMENTS f Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1 /4" SCALE 4' 0 2' 4' 8' O expressed written consent of this corporation is prohibited. t reserved. —, v iv .� u i-r vvn�� -r v •r 0 110 OWALC 0 U 4 tS lb� 00 0 0 c+i 0 N O N 4 O expressed written consent of this corporation is prohibited. All rights reserved. a I I^ 1 2 !I I I i1�1�11919N III IN 1pt! 1 11 I 1 1 1' 1_ 11 111 11- --1 1 ! 11 I 1' ! -W I 3 4 5 41� C B A rn AIR DUCT DETECTOR AND AIR SAMPLING CHAMBER (MOUNT ON TOP IF SPACE REQUIRED) DUCT WIDTH MOUNTING PLATE � INTAKE TUBE LLJ 0 0 0 0 0 o NEOPRENE GASKET o ATTACH TUBE TO SIDE WALL OF DUCT. EXHAUST TUBE DUCT NOTES: 1. SMOKE DETECTOR FURNISHED AND WIRED BY ELECTRICAL CONTRACTOR, AND MOUNTED BY MECHANICAL CONTRACTOR. 2. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. PROVIDE ACCESS DOOR AT SAMPLING TUBES. 4. THE TUBES SHALL BE INSTALLED PARALLEL TO LONG DIMENSION OF DUCT. 5. PRODUCT SHALL BE UL555 OR UL555S LISTED. 0 SMOKE DETECTOR MOUNTING NTS 100 90 80 70 60 50 40 30 20 RADIUS ELBOW AND SPLITTER VANE REQUIREMENTS NO. OF VANES NO. OF VANES WHEN 2 ELBOWS ARE r/w RATIO: FOR 1 ELBOW: WITHIN 2 EQUIV. DIA.: r/w >= 1.50 ........ 0 ........ 1 1.5 > r/w >= 0.70 ........ 1 ........ 2 0.7 > r/w >= 0.60 ........ 2 ........ 3 0.6 > r/w >= 0.55 ........ 3 ........ 3 EQUIVALENT DIAMETER = (w+h)/2 NOTE: r/w = 0.5 IS A SQUARE THROAT ELBOW! HOWEVER, MINIMUM INSIDE RADIUS R SHOULD BE 2" _ o 0 Z - N N U- 0 Z u 0 Z co 0 0 z Cn 0 N 0 z M 0 c7 0 Z __ MOUNTING NUTS 15° MAX. 15' MAX. L^\JLLV IJ 8 DUCT TRANSITION MAX. 60" SEE NOTE 3 _ I THREADED HANGER ROD - -GALVANIZED GALVANIZED HANGER STRAP i UNISTRUT OR ... ANGLE IRON I'INUOUS HANGER STRAP AROUND DUCT NOTES: 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SQ. FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED w FOR PROPER INSTALLATION. 3. SUPPORTS SHALL BE SPACED AND / 100 SIZED AS PER SMACNA. 90 r = CENTERLINE RADIUS 4. REFER TO SMACNA FOR SPECIFIC 80 R =INSIDE RADIUS RECOMMENDED HANGER TYPES NOTED / 70 w = DUCT WIDTH ABOVE. / h = DUCT HEIGHT 60 50 BAND 40 TERMINOLOGY 30 "N0.10F3"= DUCT HANGER SUPPORT NO.1 VANE OF A TOTAL 7 20 OF 3 VANES. NTS "NO.2OF3"= NO.2 VANE OF A TOTAL MANUAL VOLUME DAMPER OF 3 VANES. COMPATIBLE WITH REMOTE MODULATOR. MANUAL VOLUME 10 DAMPER EQUIVALENT TO 830A-CC 9 FOR RECTANGULAR DAMPERS AND 8 5020-CC FOR ROUND DAMPERS BY 7 YOUNG REGULATOR COMPANY. PROVIDE COMPLETE WITH MOUNTING 6 BRACKET COVER PLATE AND REMOTE EXAMPLE AT LEFT IS CABLE CONTROL KIT. GYPSUM BOARD - STRAP OR ANGLE OVER 60" TRAPEZE HANGERS I BAND STRAP; 36" DIA. MAX. 0 BRANCH CONNECTION, REFER TO DETAIL. PROVIDE VOLUME DAMPER, LOCKING HAND SUPPLY DUCT QUADRANT, & STANDOFF HANDLE FOR INSULATE AS PER EXTERNALLY INSULATED DUCTS. SPECIFICATIONS. j , 7TT71 -HANGER (TYP.) TRANSITION (IF REQ'D.)� / r r/D > 1.5 BRANCH DAMPER FOR COORDINATE DIFFUSER MOUNTING AIR BALANCE ADJUSTMENTS. TYPE WITH CEILING TYPE. 5 CEILING DIFFUSER - RIGID DUCT NTS NOTES: 1. VOLUME DAMPERS AND LOW LOSS FITTINGS MAY OR MAY NOT BE INDICATED ON THE PLANS. THEY ARE REQUIRED EVEN IF NOT SHOWN. CONICAL BRANCH DUCT TAP OFF OF RECTANGULAR OR ROUND MAIN DUCT- SHOE TAP FITTING. SADDLE TYPE IF CONNECTING TO ROUND OR FLAT OVAL MAIN. RECTANGULAR TO ROUND BRANCH CONNECTIONS WHEN REQUIRED BY MAIN DUCT SHAPE 4 BRANCH DUCT NTS 1 1/2" 2" MAIN DUCT TAPERED CONNECTION 45' ANGLE (IF BRANCH DUCT IS RECTANGULAR) L=1/4 W; 4" MIN PROVIDE VOLUME DAMPER AT ALL BRANCH TAKE -OFFS. PROVIDE STANDOFF HANDLE FOR EXTERNALLY INSULATED DUCT. PROVIDE LOCKING HAND QUADRANT. PROVIDE 12" OF ORANGE SURVEYOR'S TAPE FOR EASE OF MANUAL VOLUME DAMPER IDENTIFICATION (TYP). low �W RECTANGULAR BRANCH DUCT TAP L OFF OF RECTANGULAR MAIN DUCT `-EXTERNAL INSULATION SUPPLY AIR RETURN/EXHAUST AIR INSULATION WRAP. SEE SPECIFICATIONS FOR TYPE DOUBLE WALL INSULATED DUCT INSIDE SURFACE - NOTES: EXTERNALLY INSULATED ROUND 1. THIS DETAIL ALSO APPLIES TO RETURN & EXHAUST. 2. VISIBLE INSIDES OF DUCT SHALL BE PAINTED FLAT BLACK. SHEET METAL DUCT TO DIFFUSER 3. FOR BRANCHES OFF ROUND OF FLAT DUCT, USE SADDLE TYPE SAME SIZE AS DIFFUSER NECK CONNECTION. EXCEPT WHERE 4. IF r/D > 1.5 CAN NOT FIT, THEN r/D > 1.0 IS FIRST ALTERNATE INDICATED. AND ALTERNATE 2 IS MITERED WITH TURNING VANES. 5. PROVIDE RIGID DUCT FOR CRITICAL CARE AREAS - OPERATING ROOMS, DELIVERY ROOMS, & CRITICAL CARE UNITS. PROVIDE METAL DUCT 6. PROVIDE CEILING GRID CLIPS AT TWO DIAGONALLY OPPOSITE TRANSITION FOR SQUARE CORNERS OF GRILLE. NECK GRILLE AS REQUIRED CEILING DIFFUSER INSULATE BACK PER SPECIFICATIONS. -CEILING - SEE ARCHITECTURAL PLAN FOR THE TYPE. GRILLE DAMPER NOT TO BE USED FOR PRIMARY BALANCING. RECTANGULAR DUCT SHALL EQUAL TO ROUND - DUCT FREE AREA. l AREA = Al AREA = A2 _ AREA = A3 DUCT OFFSET NOTES: 1. AREA Al = A2 = A3. 2. DETAILS ALSO APPLICABLE TO FLAT OVAL DUCTWORK 3. PROVIDE RADIUS ELBOW FOR DUCT OFFSET "r" "H" 2 DUCT PASSING AN OBSTRUCTION NTS PLAN VIEW 3" LONG SHEETMETAL COLLAR -7--- HANGER ROD (TYP.) DIFFUSER BOX WITH SOUND INSULATION & TURNING VANES, CUT PIECE OF INSULATION WRAP HEIGHT & WIDTH SHALL BE DUCT SIZE ACCESS DOOR SHALL BE CLEARLY LABELED ON PLUS 4" (TYP.) SEAL ALL CUT EDGES.- �� ! FOIL FACE OF INSULATION. GLUE INSULATION WRAP TO ENTIRE FACE SEAL WITH OF ACCESS DOOR ALLOWING FOR DOOR SILICONE FASTENING SYSTEM. SEALANT ALL AROUND PROVIDE CEILING ACCESS DOOR FASTENING SYSTEM GRID CLIPS AT 2 EXTEND FOIL FACE OF CUT PIECE OF OPPOSITE SIDES L INSULATION WRAP AND PROVIDE 1 1/2"A/2" VELCRO TABS AT 6" O.C. AROUND ENTIRE PERIMETER. FILTER BOX WITH H.E.P.A. CEILING FILTER, SEE FLOOR PLAN 1/2" WIDE NEOPRENE GASKET IN �/ FOR FILTER SIZE . CEILING FRAME DIFFUSER FACE 9 VANES 6 REMOTELY ADJUSTABLE BALANCING DAMPER 3 ACCESS DOOR IN WRAPPED DUCT HEPA FILTER CEILING DIFFUSER (HARD DUCT) NTS NTS NTS NTS 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 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. ---_ - - - -- - F� 10 9 8 7 6 5 w4 xtz U Z_ z 3 0 m J w w 0 2 U) 0 0 z 1 NUMBER OF SPLITTERS 5 DEPICTED HERE: 4 3 w U / z R=9-114" 2 N R=4-1 /4"� , R=2"- R=20" o ' U) 1 0 NUMBER AND SPACING OF DUCT SPLITTER CEILING` FLEX CABLE�3/8" CRS COUPLING DAMPER ROD r o PRESS FIT ACOUSTIC CEILING PLASTER LINE I FLEX CABLE CONCEALED \ REGULATOR RECESSED ADJUSTMENT SCREW RECESSED ADJUSTMENT SCREW NOTES: 1. REFER TO STYLE OF COVER FOR INSTALLATION REQUIREMENTS. 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 exp U.S. SERVICES INC. 407.660.0088 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 �•00 Wooft ex • PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 P. ' • No. 54516 : 'A STATE OF Q,714 101VAL •E�\\\� /1111111 TIMOTHY P. PENNOCK PE 54516 REVISIONS DATE ISSUED: 06/19/2019 REVIEWED BY: GCB DRAWN BY: ADC DESIGNED BY: SB PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: MECHANICAL DETAILS SHEET ID: BLDG. ID M501 PROJECT STATUS: CONSTRUCTION DOCUMENTS I I II I I 1 STANDING SEAM SECURED STAINLESS STEEL ON 12" OC, MINIMUM 2 PER SIDE SHEETMETAL SCREW --\ COUNTER FLASHING WITH WELDED CORNER SEAMS. FASTEN FLASHING TO CURB. WATERPROOF SEAMS, SCREWS AND JOINTS WITH OUTDOOR UV RESISTANT D NAILER STRIP O O SEALANT COUNTER- 8" MIN. FLASHING PREFABRICATED INSULATED CURB SECURE CURB TO DUCTWORK ROOF STRUCTURE --FINISHED ROOF ROOF SEAL ALL AROUND NOTES: 1. REFER TO ROOF CURB DETAIL FOR ATTACHMENT OF CURB TO STRUCTURE. 2. PROVIDE CURB AND FASTENERS PER CONTRACTOR OR MANUFACTURER ENGINEER'S CALCULATIONS BASED UPON EXACT EQUIPMENT SIZE, WEIGHT, LOCATION AND PROJECT SPECIFIC SEISMIC AND WIND LOADS. 3. FLASHING SEAMS SHALL BE WELDED FOR WATERTIGHT SEAL, PAINT ALL WELDS WITH RUST RESISTIVE PAINT. 4. DETAIL INDICATES TWO CONTRACTOR FLASHING OPTIONS. 8 DUCT PENETRATION THROUGH ROOF NTS 2 1 3 BOLT CONNECTED EQUIPMENT TO UNISTRUT WITH HEAVY DUTY STAINLESS STEEL FASTENERS, LOCATE AT EQUIPMENT SUPPORTS OR LIFTING LUGS. RESTRAINED ISOLATORS WHEN SPECIFIED SECURED TO SUPPORTED EQUIPMENT EQUIPMENT & UNISTRUT. STAINLESS OR GALV STEEL SECURE EQUIPMENT CAP UNISTRUT WELDED TO TO CURB PER EQUIPMENT CAP BY CURB MANUFACTURER'S MANUFACTURER. REQUIREMENTS WITH HEAVY DUTY STAINLESS STEEL HEAVY GAUGE STAINLESS OR FASTENERS. 6" ON CENTERS GALV STEEL FULLY WELDED AND WITHIN 4" OF CORNERS. PLATFORM COVER, 3" HIGH, PREFABRICATED CURB WITH PRESSURE TREATED MINIMUM 3/4" PLYWOOD BASE. SECURE CURB TO ---------------------- I ROOF STRUCTURE COUNTER FLASHING 12" MIN FINISHED ROOF ROOF INSULATION STRUCTURE MAINTAIN CONTINUOUS ROOF INSULATION, METAL DECK OR CONCRETE STRUCTURE SUPPORT CHANNELS UNDER EQUIPMENT CURB. AS REQUIRED NOTES: 1. REFER TO ROOF CURB DETAIL FOR ATTACHMENT OF CURB TO STRUCTURE. 2. PROVIDE CURB PLATFORM, CURB AND FASTENERS PER CONTRACTOR OR MANUFACTURER ENGINEER'S CALCULATIONS BASED UPON EXACT EQUIPMENT SIZE, WEIGHT, LOCATION AND PROJECT SPECIFIC SEISMIC AND WIND LOADS. 3. PROVIDE CURB CAP TO CURB FASTENERS 4" FROM EACH CORNER, AT CENTER POINTS AND MAXIMUM OF 24" ON CENTER WITH ADDITIONAL CONNECTIONS TO MEET PROJECT SPECIFIC SEISMIC AND WIND LOADS. 7 EQUIPMENT CURB PLATFORM NTS NOTES: C BASE RAIL ROOFTOP UNIT 1. MINIMUM HEIGHT OF CURB 24", ADDITIONAL HEIGHT MAY BE REQUIRED TO MAINTAIN SPECIFIC CLEARANCES ABOVE ROOF INSULATION. TIE DOWN BRACKETS SECURE WITH 2. PROVIDE CURB, CURB TO STRUCTURE CONNECTION AND EQUIPMENT TO HEAVY DUTY STAINLESS STEEL CURB CONNECTION PER CONTRACTOR OR MANUFACTURER ENGINEER'S FASTENERS OR WELD TO EQUIPMENT CALCULATIONS BASED UPON EXACT EQUIPMENT SIZE, WEIGHT, LOCATION BASE RAIL AND CURB. AND PROJECT SPECIFIC SEISMIC AND WIND LOADS. 3. CONTRACTOR MAY USE ALTERNATE METHOD OF ATTACHING UNIT TO ROOF COUNTER- FLASHING REQUIRED STRUCTURE IF SUCH METHOD IS DESIGNED BY A LICENSED ENGINEER TO FOR TIE DOWN BRACKETS. MEET THE REQUIRED STRUCTURAL LOADS. 4. PROVIDED CURB TO STRUCTURE FASTENERS AT EACH CORNER, AT CENTER HEAVY GAUGE PRFABRICATED POINTS AND 6" ON CENTER WITH ADDITIONAL CONNECTIONS TO MEET INSULATED STRUCTURAL ROOF PROJECT SPECIFIC SEISMIC AND WIND LOADS. CURB _\ MANUFACTURER'S GASKET ALL AROUND CURB 5. DETAIL INDICATES TWO EQUIPMENT TO CURB CONNECTION OPTIONS. FIELD APPLIED CANT STRIP IF 6. SEE PROJECT ROOFING DETAILS FOR ADDITIONAL REQUIREMENTS. REQUIRED BY ROOFING \ \ DOCUMENTS FACTORY FURNISHED CONTINUOUS STRUCTURAL DRIP LIP COUNTER FLASHING FOR TIE DOWN, BOLT OR WELD TO CURB. HARDWOOD OR STEEL SHIMS -� BETWEEN ROOF DECKING AND \ FLEXIBLE CONNECTION SECURE CURB TO TO ROOF STRUCTURE SUPPORT STRUCTURE. 2 LAYER OF 2" RIGID BOARD 8" MIN " ROOF MEMBRANE ROOF INSULATION/LIGHT -\ INSULATION, OVERLAP JOINTS / WEIGHT CONCRETE \ MAINTAIN CONTINUOUS FINISHED ROOF METAL DECK OR CONCRETE - - - � DUCTWORK DUCTWOR / STRUCTURE UNDER RTU. STEEL DECK STRUCTURE/BEAM CUT ROOF OPENING AT BOLT CURB TO STRUCTURAL STEEL TO CONCRETE STRUCTURE STRUCTURAL STEEL SUPPORT ^ DUCT PENETRATION yl ONLY, PROVIDE SLEEVES STEEL STRUCTURE TO SUPPORT ROOF \\ FOR PIPING AND CONDUIT. EXPANSION ANCHOR EMBEDDED IN CURB, REFER TO THE STRUCTURAL \ STRUCTURAL CONCRETE. DRAWINGS FOR EXACT SIZE. STEEL SUPPORT FRAMING FOR DUCT TIGHT SEAL W/ACOUSTIC OPENINGS, REFER TO STRUCTURAL DRAWINGS. MATERIAL (ALL AROUND) B 6 ROOFTOP UNIT MOUNTING - TIE DOWN CURB NTS GUY WIRE SUPPORT COLLAR - ---BIRD SCREEN COVER I I NOTES: NO LOSS STACK 1. REFER TO EQUIPMENT CURB PLATFORM DETAIL FOR ATTACHMENT OF DUCTWORK. o : D + 1" 2. SLOPE TOP OF DUCTWORK TO PREVENT COLLECTING WATER. PROVIDE GALVANIZED GUY 3. DISCHARGE DUCT SAME SIZE AS FAN OUTLET, CONSTRUCT DUCT TO ALLOW SUPPORT FROM FAN FLANGE #18 WIRE AT 3 LOCATIONS FOR GAGE MINIMUM. CONNECT FLANGES WITH A MINIMUM OF 2) 3/8" BOLTS PER SIDE. DISCHARGE. U I I� - �I co x z -16 GAUGE DISCHARGE DUCT SAME a. SIZE AS FAN OUTLET ui D \ -LABEL ALL o DUCTWORK 0 "CONTAMINATED AIR" Ce Uj m TRANSITION AS o REQUIRED- I/ FAN AND DUCT nR vFHr R Rn_ FLANGE TURN f BUCKLE --4-1-- - - 4-1 A (GALVANIZED) r �= c PROVIDE UTILITY ANCHOR BLOCKS WITH SET FAN STAINLESS STEEL I _- I- 0) EYE HOOK. - 116"MIN. CURB UNISTRUT FAN STRUCTURAL BASE / LFLEX CONNECTION WITH RESTRAINED DRILL HOLE IN / MOUNTING BASE CHANNELS BY EQUIPMENT VIBRATION ISOLATORS, BOTTOM OF MANUFACTURER HEAVY DUTY STAINLESS STEEL ANCHOR TO EQUIPMENT / FAN FASTENERS TO CONNECT EQUIPMENT TO AND EQUIPMENT CURB EQUIPMENT CURB UNISTRUT.- 5 UTILITY SET FAN AND STACK NTS 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. -EXHAUST DUCT ON ROOF SHALL BE A MINIMUM OF 16 GAGE. MAINTAIN 24" CLEAR ABOVE ROOF DECK SHEETMETAL CAP AND TRANSITION -ROOF CURB SEE DETAIL FINISHED ROOF I I I I I I SEE EQUIPMENT CURB DETAIL 3" SCALE 0 3" 6" 1' EXHAUST DUCT DOWN THRU ROOF L I' '1 IV lil_l ri U R, 1 1 TYPICAL LOCKNUTS AND WASHERS (TYP.)-- HEIGHT AS REQUIRED FOR SLOPE AND CODE REQUIREMENTS - 24" MINIMUM 8" MIN 4 TxTx3/16" MIN. GALV. ANGLE DUCTWORK 3/8" GALV. THREADED ROD MIN. (TYP.) SLOPE AT 1/4" PER FOOT OF DUCT WIDTH TO ALLOW WATER DRAINAGE. 3"x3"xl/4" MIN. GALV. ANGLE SUPPORT BRACKET WELDED TO ANGLE AND BOLTED TO RAIL WITH HEAVY DUTY STAINLESS STEEL FASTENERS. PREFABRICATED RAIL SECURE RAIL TO ROOF STRUCTURE FINISHED ROOF NOTES: 1. REFER TO EQUIPMENT RAIL DETAIL FOR ATTACHMENT OF RAIL TO STRUCTURE. 2. WHEN UTILIZING RAIL TO SECURE EQUIPMENT TO STRUCTURE, PROVIDE RAIL AND FASTENERS PER CONTRACTOR OR MANUFACTURER ENGINEER'S CALCULATIONS BASED UPON EXACT EQUIPMENT SIZE, WEIGHT, LOCATION AND PROJECT SPECIFIC SEISMIC AND WIND LOADS. 3. USING LEVEL BASE ANGLE WITH SHIMS UNDER DUCT TO CREATE 1/4 IN. PER FOOT SLOPE IS ACCEPTABLE. 4. WHEN DUCT IS INSULATED PROVIDE 6 - DENSITY POLYURETHANE BLOCKS BETWEEN DUCT AND VAPOR BARRIER AT PRESSURE POINTS. A. MECHANICALLY FASTEN INSULATION TO DUCT PER SPECIFICATIONS. B. WEATHER PROOFING OF INSULATION SHALL BE CONTINUOUS SURFACE TO RETARD WATER FROM SETTLING ON DUCT. 4 ROOF DUCT SUPPORT NTS 30% FLAT PRE FILTERS OSA CW I CHWS&R AIR FL( COMPRE FITTING PLAN VIEW 5 'r (NP) FILTER WALL `3 TABLE L TYP. JL + MAGNEHELI HIGH C GAUGE PRESSURE LINE LOW PRESSURE LINE ELEVATION NOTES: MAGNEHELIC GAUGE EQUIVALENT 1. INSTALL LEVEL, INSTALL ACROSS ALL FILTER BANKS. TO 2. LOCATE SO FILTER CAN BE REMOVED AND GAUGE CAN BE EASILY READ. DWYER MODEL NO.2002 WITH 3. MAGNEHELIC GAUGE MAY BE LOCATED ABOVE OR TO THE SIDE OF FILTER. ADJUSTABLE SIGNAL FLAGS RANGE 4. PROVIDE PERMANENT MARKINGS NEXT TO GAUGE WITH ENGRAVED LAMINATE FROM 0 TO 1.0 WG FOR PRE -FILTERS LABEL. INDICATING CLEAN AND DIRTY FILTER PRESSURES VALVES. CLEAN AND AND 0 TO 2.0 W.G. FOR FINAL DIRTY FILTER VALUES SHALL BE DETERMINED FROM TEST AND BALANCE. FILTERS. PROVIDE WITH DWYER FURNISHED VENT VALVES. 3 INSTALLATION OF MAGNEHELIC GAUGE NTS -DIRECT DRIVE PLENUM FANS �90% FINAL FILTERS NUMBER PER SCHEDULE 941 COORDINATE DIMENSIONS r WITH EXISTING CONCRETE / PLAN STRUCTURALSYSTEM (BEAMS AND JOIST). MOTORIZED DAMPER BY FILTER CHILLED WATER ACCESS OR EXTENDED RTU MANUR GAUGE COOLING COIL COIL SECTION OUTSIDE AIR LOUVER WITH BIRD SCREEN M R SAFETY GRATE MANUAL VOLUME DAMPER BY RTU MANUFACTURE U U U u 36" MI . 8" MI CONDENSATE DRAIN TO NEAREST ROOF DRAIN 2 LAYERS OF 2" RIDGE BOARD SD CONDUITS FOR POWER WIRING, INSULATION, OVERLAP JOINTS CONTROL WIRING, AND FIRE ALARM CONTINUOUS INTERNAL TO CURB RA WIRING, INSTALLED INTERNAL TO AT ROOF DECK CURB TO BASE OF UNIT. 1. NOTES:COORDINATE ACCESS SIDE WITH FLOOR PLANS. ELEVATION 2 TYPICAL ROOFTOP AIR HANDLER UNIT- 90% FILTRATION NTS NEW SUPPLY AND/OR BLDG AIR RHC W7 NEW AND EXISTING WORK ,- EA 1 DUCT TO MAKE UP AIR CONSTRUCTION TEMPERED EXHAUST FAN EA DPS OCCUPIED CONSTRUCTION AREAS ZONE VESTIBULE PER FACILITY ICRA TEMPORARY TEMPORARY PARTITION OR EXISTING WALL) PARTITION FILTER GAUGE FACTORY FURNISHED MOTOR DISCONNECT STARTER / VFD. SAFETY GRATE HEAVY GAGE UNIT BASERAIL ROOF SUPPORT INSTALL LEVEL, SEE UNIT MOUNTING DETAILS. FINISHED ROOF SD I-1 -A­--DUCT SMOKE DETECTOR COMPLY WITH FACILITY'S ICRA WHICH INCLUDES THE FOLLOWING REQUIREMENTS: 1. DPS - MAINTAIN OCCUPIED AREA AT POSITIVE PRESSURE TO CONSTRUCTION ZONE AND VESTIBULE. PROVIDE DIFFERENTIAL PRESSURE SENSOR PER FACILITY ICRA TO RECORD AND ALARM PRESSURE. MAINTAIN SUFFICIENT DIFFERENTIAL PRESSURE TO MAINTAIN ALL CONSTRUCTION DUST FUMES. 2. CONSTRUCTION ZONE SHALL BE SEALED TIGHT TO OCCUPIED AREAS AND CEILING CAVITY TO PROVIDE THE CONSTRUCTION ZONE CONTAINMENT SYSTEM AND MINIMIZE EXHAUST AND MAKE UP AIR. TYPICAL EXHAUST AIR REQUIRED IS 4 AIR CHANGES PER HOUR. 3. ADJUST MAKE UP AIR VOLUME AS REQUIRED TO MAINTAIN PRESSURE REQUIREMENTS. 4. ENSURE CONSTRUCTION ZONE IS ISOLATED FROM OCCUPIED AREA WITH TEMPORARY PARTITIONS, BELOW AND ABOVE CEILING. 5. EXISTING DOORS/PARTITIONS CAN BE UTILIZED AS PART OF THE CONSTRUCTION ZONE CONTAINMENT SYSTEM. CONSTRUCTION CONFINEMENT SYSTEM DETAIL NTS 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' a♦ ';_., 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 exp U.S. SERVICES INC. 407.660.0088 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 `0a ex pe PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 \ ,ow I I I ! Wo��' Iz\�0'CE44 4ey0 - a No. 54516 : STATE OF ��► *L I . TIMOTHY P. PENNOCK PE 54516 REVISIONS NO. DESCRIPTION DATE DATE ISSUED: 06/19/2019 REVIEWED BY: GCB DRAWN BY: ADC DESIGNED BY: SB PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: MECHANICAL DETAILS SHEET ID: BLDG. ID M502 PROJECT STATUS: CONSTRUCTION DOCUMENTS uyt 1 2 3 4 5 A C B A SPECIFICATIONS PRODUCT SPECIFICATIONS Elkay Stainless Steel 30" x 23" x 26", Wall Hung Single Bowl Surgeon Scrub Sink Kit. Sink is manufactured from 16 gauge 304 Stainless Steel with a Buffed Satin finish, Rear Center drain placement. Elkay Stainless Steel 30" x 23" x 26" Wall Hung Single Bowl Surgeon Scrub Sink Kit Modell(s) EWSF13026KWSC Material: 304 Stainless Steel Finish: Buffed Satin Gauge: 16 Number of Bowls- 1 Sink Dimensions: 30" x 23" x 38" Bowl 1 Dimensions: 26" x 16-114" x 11" Drain Size: 3-112" 89mm Drain Location: Rear Center Mounting Hardware: Yes Included with Product: EWSF13026 sink, one LK394A spout, one LK188 drain AMERICAN PRIDE. A LIFETIME TRADITION. Like your family, the Elkay family has values and traditions that endure. For almost a century, Elkay has been a farnily-owned and operated company, providing thousands of jobs that support our families and communities,. Product Compliance: ASME Al 12.19.31CSA B45.4 Faucet: ASME Al 12.18.11CSA B125.1 NSF 61 NSF 372 (lead free) Accessory: ASME Al12,18.2ICSA B125.2 UPCSinks are listed by IAPMOI� as meeting the applicable requirements at the Uniform Plumbing Code", International Plumbing Code"', and National Plumbing Code of Canada - Clean and CareManual al 'PD " Installation Instructions fPDFI Limited Warranty (PID 6 ! 22• �451'4t:'si i t21!rn� 5�m, {4" 14* is t;jrn �.e PART; QTY: PROJECT: s; CONTACT: NOTES:, APPROVAL: I i Iri keeping with our policy of vonlinuing product improvernent. EiAay reserves the right to c:hariger product specifications without notice, Pleas& visit elkay.com for the most current version of Et Ray product specification sheets. This specification describes an Etkay product with design, quality, and functional benefits to the user. When making a comparison of other producers' offerings, be certain these features are not overlooked_ Elkay REV 10062018 2222 Camden Court 0 2018 Page 1 EWSF1302§KWSC Oak Brook, IL 60523 EWSF13026KWSC_spec.pdf N® Z1225 RIGID SYSTEM FOR ELKAY CO. SCRUB SINKS DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCE CO. REFERENCE ZURN REFERENCE _ELKAY NAME CATALOG NO. SIZE A ­137 I C D E F H SCRUB SINK EWSF13026 30 X 23 _2­91t__3_9_1 36 16 4 16 42 SCRUB SINK EWSF13026SACC 30 X 23 294 16 4 16 42 SCRUB SINK EWSFAD13620SAC 36 X 20 35413916 36 16 4 20- 42 SCRUB SINK EWSFAD 13620 36 X 20 35- 39 36 16 4 20 42 316 44 MAX.* A _ i .,E.. - - -D ..E } 1 1 FINISHED i WALL {�- J F SPECIAL HARDWARE: f (8) U-BOLTS 51350-001 ! (16) 3/8 NUTS 14850-004 j (16) 3/8 WASHERS 14858-003 i (8) 1/4 STUD 14861-009 e (32) 1/4 NUTS 14850-002 { H (32) 1/4 WASHERS 14858-001 B i { I I i C TO RIM ( I (OPTIONAL) i I Il ( I I 14 FINISHED 3 01/2 LAGS RECOMMENDED FLOOR (FURNISHED BY OTHERS) --- 21 41 -.- *WITH STANDARD STUD LENGTH OF 6 PR44UCT NUA4@ER ENGINEERING SPECIFICATION: DATE: 07/ 1 9/ 12 Z 1 225 AS SHOWN; "DURA-COATED" STEEL STANCHIONS REV. A oR�wuac Nuum WITH WELDED FEET, SUPPORT PLATES, MOUNTING BOLTS AND TRIM. C.N. NO. 124584 83006 ZURN INDUSTRIES, LLC., SPECIFICATION DRAINAGE OPERATION. 1801 Pittsburgh Ave., Erie, PA 16514 Q 0 0 _m 0 - � 8 SINK DETAIL NTS 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. BOLT CONNECTED EQUIPMENT TO SUPPORT BRACKETS WITH HEAVY DUTY STAINLESS STEEL FASTENERS, LOCATE AT EQUIPMENT SUPPORTS OR LIFTING LUGS. RESTRAINED SPRING ISOLATOR WHEN SPECIFIED SECURED TO EQUIPMENT & RAIL - BOLT OR WELD EQUIP. RAIL TO STRUCTURAL STEEL SUPPORT. HARDWOOD OR STEEL SHIMS BETWEEN ROOF DECKING AND SUPPORT STRUCTURE. ROOF INSULATION/LIGHT 12" MIN WEIGHT CONCRETE.------,, EQUIPMENT OR SUPPORT PREFABRICATED EQUIPMENT RAIL SUPPORT BRACKET BOLTED TO RAIL WITH HEAVY DUTY STAINLESS STEEL FASTENERS. COUNTER FLASHING FIELD APPLIED CANT STRIP IF REQUIRED BY ROOFING DOCUMENTS ROOF MEMBRANE FINISHED ROOF STEEL DECK STRUCTURE/BEAM CONCRETE STRUCTURE OFFSET STRUCT. MEMBERS EXPANSION ANCHOR EMBEDDED IN ANCHORING THE STEEL SUPPORTS TO THE STRUCTURAL CONCRETE. BEAM, REFER TO THE STRUCTURAL DRAWINGS FOR EXACT SIZE EQUIPMENT RAIL. 18 GA. MINIMUM GALVANIZED STEEL STEEL SUPPORT FRAMING, CHANNEL OR BEAMS SUPPORTING EQUIPMENT RAIL, REFER TO STRUCTURAL NOTES: DRAWINGS FOR EXACT SIZE 1. MINIMUM HEIGHT OF RAIL 24", ADDITIONAL HEIGHT MAY BE REQUIRED TO MAINTAIN SPECIFIC CLEARANCES. 2. REFER TO EQUIPMENT DETAIL FOR ATTACHMENT OF EQUIPMENT TO RAIL. 3. PROVIDE RAIL AND FASTENERS PER CONTRACTOR OR MANUFACTURER ENGINEER'S CALCULATIONS BASED UPON EXACT EQUIPMENT SIZE, WEIGHT, LOCATION AND PROJECT SPECIFIC SEISMIC OR WIND LOADS. 4. PROVIDE RAIL FASTENERS TO STRUCTURE AT EACH CORNER AND AT CENTER POINTS WITH ADDITIONAL CONNECTIONS TO MEET PROJECT SPECIFIC SEISMIC AND WIND LOADS. 5. SEE ROOFING INSTALLATION DETAIL FOR ADDITIONAL REQUIREMENTS. 5 EQUIPMENT RAIL NTS HEAT COIL o M A.D. FLOW ROUND TO SQUARE TRANSITION FOR ROUND BRANCH DUCTS ALTERNATE ACCESS DOOR LOCATION WHERE SIDE ACCESS DOOR PREVENTS ACCESS DUE TO OTHER SYSTEM CONFLICTS NOTES: 1. REFER TO PLANS WHERE RECTANGULAR DUCTS ARE USED UPSTREAM AND DOWNSTREAM OF REHEAT COILS OR A COMBINATION OF BOTH ROUND/RECTANGULAR. 2. PROVIDE TRANSITION TO LARGER SIZE IF REQUIRED TO MEET SCHEDULED COIL AIR PRESSURE LOSS. 3. SEE BRANCH DUCT DETAILS FOR ADDITIONAL REQUIREMENTS. 7 HOT WATER REHEAT COIL CONNECTION TO DUCT NTS 2-HOLE PIPE CLAMP WITH LEVELING/ SUPPORT PLATE BELOW CLAMP AS REQUIRED 1/4"0 x 2" LONG GALV. LAG SCREWS SET IN ELASTOMERIC SEALANT (TYP.) err r/U 11MAr"i'r rl A si Mr-rA It 6 PIPE SUPPORT ON ROOF NTS 3" SCALE 0 3" 6" 1' PIPE (TYP) ZINC PLATED THD. ROD, FRAMING CLAMPS & LOCKNUTS GALV. FRAMING CHANNEL I GIUr:TW AC RFr)i IIRFn c " C z DRAW THRU SQUARE HEAD PLUG SQUARE HEAD PLUG CONDENSATE w/ 1/4" DRILLED HOLE DRAIN PAN DN 2" MIN DRAIN LINE TO BE SLOPED 1/4" MIN. PER FOOT. EQUIPMENT RUN CONDENSATE DRAIN TO UNION FLOOR/ROOF OR HUB DRAIN OR AS INDICATED ON PLANS AND 4"MIN PER REQUIREMENTS OF AUTHORITY HAVING JURISDICTION. 1" MINIMUM -PIPE DIAMETER CLEARANCE-/ WITH INSULATION FLOOR/ROOF NOTES: 1. FILL TRAP MANUALLY ON INITIAL START-UP. 2. TRAP EACH COMPONENT DRAIN CONNECTION. 3. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. REFER TO PLANS FOR PIPE SIZES. 4. N.S.P. (NEGATIVE STATIC PRESSURE) EQUALS STATIC PRESSURE AT INLET OF FAN. B = N.S.P. + 1" A =1/2 x B 5. ADJUST THICKNESS OF HOUSEKEEPING PAD OR UNIT SUPPORTS REQUIRED TO PERMIT TRAP DEPTH. 6. OFFSET TRAP TO ALLOW ACCESS TO DOWNSTREAM CLEANOUT. EXAMPLE CALCULATION �� SUPPLY FAN EXTERNAL NEGATIVE COMBINED TOTAL SP STATIC STATIC B A CURB/PAD/RAIULEG PRESSURE PRESSURE (IN) (IN) HEIGHT REQUIRED (IN) (IN) (IN) (IN) 6 2 4 5 2.5 11.5 6 3 3 4 2 10 4 2 2 3 1.5 8.5 NOTES: 1. DIMENSIONS MAY BE GREATER THAN MINIMUMS INDICATED DUE TO DIMENSIONS OF FITTINGS, SIZE OF CONDENSATE PIPE, AND INSULATION THICKNESS. 2. CHART USES 2" PIPE OUTSIDE DIAMETER AND 1" INSULATION THICKNESS. 3. CHART INCLUDES 1" CLEARANCE FOR COMBINED HEIGHT REQUIRED COLUMN. 4 CONDENSATE TRAP - DRAW THRU UNIT NTS 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' EXTEND AND ATTACH TO STRUCTURE PER SPECIFICATIONS HEAVY DUTY ADJUSTABLE HANGER \ CLEVIS HANGER WITH ROLLER LOCKING NUT SUPPORT NUT INSULATION GALVANIZED PIPE INSULATION PROTECTION SHIELD GALVANIZED INSULATION PROTECTION INSULATION ----SHIELD i HOT 8, COLD SYSTEMS LI I L HOT SYSTEMS ONLY NOTES: 1. SEE SPECIFICATION FOR HANGER SIZES AND INSULATION PROTECTION SHIELDS. 2. REFER TO SPECIFICATION FOR MATERIALS OTHER THAN STEEL PIPE. 3. REFER TO SPECIFICATIONS FOR TYPE OF INSULATION PROTECTION SHIELD, BASED ON PIPE SIZE PIPE HANGER SUPPORT LESS THAN OR EQUAL 3 TO 8" DIA. PIPE NTS 1/4" TYPE "L" COPPER TUBE /1/4" GAUGE COCK l 1/4" BRASS NIPPLE REDUCER �3/4" NIPPLE CIRCULATING WATER PIPING MANUAL AIR VENT NOTES: 1. INSTALL IN ALL HIGH POINTS AND IN LOCATIONS PER DRAWINGS AND SPECIFICATIONS. 2. PROVIDE CHAINED CAPS IF DRAIN LINE IS NOT EXTENDED TO FLOOR DRAINS OR JANITORS SINK. 2 AIR VENT ASSEMBLY NTS TEMPERATURE SENSOR TO BAS �AS REQUIRED _AUTOMATIC FLOW CONTROL VALVE 1/2" AIR VENT -GAGE COCK /� ��� (TYP.) °I' SHUT-OFF VALVE (TYP.) COIL T CONTROL VALVE o STRAINER WITH BLOWDOWN 1/2" DRAIN WITH HOSE -FLEXIBLE CONNECTION (TYP.) THREAD AND CAP THERMO-WELL AND THERMOMETER (TYP.) UNION (TYP.) TEST WELL (TYP.) NOTES: 1. REFER TO CONTROL SEQUENCES, DIAGRAMS AND SPECIFICATIONS FOR CONTROL VALVE TYPE. 2. COIL CONNECTIONS SHALL BE ARRANGED TO ACCOMMODATE COIL PULL AND ISOLATE COIL PIPING FROM SYSTEM. 3. THERMO-WELL AND THERMOMETER ARE REQUIRED FOR AIR HANDLING UNITS ONLY. 4. REFER TO AUXILIARY DRAIN PAN DETAIL. 5. FOR WATER (NON -GLYCOL) COILS SUBJECT TO FREEZING PROVIDE AN IMMERSION AQUASTAT WELL. 6. COIL CONNECTIONS SHALL BE ARRANGED TO ACCOMMODATE COIL PULL AND ISOLATE COIL PIPING FROM SYSTEM. WATER FLOW IS COUNTER TO AIRFLOW. 7. PROVIDE DRAIN AND VENT VALVES AT COILS WHEN PROVIDED. TWO-WAY VALVE WATER COIL NTS 1/4" SCALE 4' 0 2' 4' 8' 1 /8" SCALE 8' 0 4' 8' 16' if44W%fflVH 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 exp U.S. SERVICES INC. 407.660.0088 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 "ex pe PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 P. P4'''% �•�� No. 54516 STATE OF ;' W = r©�F�; ORIQP•'��`? 6 /NAL P1I111110 TIMOTHY P. PENNOCK PE 54516 REVISIONS NO. DESCRIPTION _DATE 1 AHCA COMMENTS 07/02/19 DATE ISSUED: 06/19/2019 REVIEWED BY: GCB DRAWN BY: ADC DESIGNED BY: SB PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: MECHANICAL DETAILS SHEET ID: BLDG. ID M503 PROJECT STATUS: CONSTRUCTION DOCUMENTS I I H4 2 3 4 5 0 C B A CHILLED WATER ROOFTOP AIR HANDLING UNITS UNIT NO. MANUFACTURER & MODEL NUMBER SERVICE LOCATION COOLING CFM MIN OA CFM MAX HEIGHT (IN) MAX WIDTH (IN) MAX TOTAL LENGTH (IN) SUPPLY FAN CHARACTERISTICS FILTERS CHILLED WATER COOLING COIL UV LIGHTS ELECTRICAL DATA OPER. WT. Lg ( S) NOTES PRE -FILTER F-1 FINAL FILTER F•3 EAT (MIXED) ° (F) LAT ° (F) MAX. FACE (FPM) MAX AIR PD (IN WG) CAP TOTAL (MBH) CAP SENS. (MBH) CHW TEMPS °F ( ) CHW FLOW (GPM) MAX ROWS/ FPI WHEEL TYPE DRIVE ESP (IN WG) TSP (IN WG) RPM MOTOR DATA VFD (YIN) THICK MERV DIRTY APD (IN. WG) THICK MERV DIRTY APD (IN. WG) NUMBER OF LAMPS TOTAL WATTS VOLT PH HZ VOLT PH HZ EMERG. POWER (YIN) BHP HP RPM DB WB DB WB EW r LWT AHU-P1 TEMTROL / CUSTOM PHARMACY ROOF 1,750 1,250 54 43 196 PLENUM DIRECT 3.5 5.0 4596 2.12 3 3,500 Y 2 8 0.65 12 14 1.5 82.0 75.5 49 48.8 300 0.8 156.9 64.1 44.0 54.0 31.5 1 6 / 10 1 62 120 1 60 480 3 60 Y 3400 1, 2, 3 NOTES: 1 UNIT ENCLOSURE TO HAVE FLORIDA PRODUCT APPROVAL FOR HIGH WIND AND IMPACT 2 PROVIDE UNIT WITH THE FOLLOWING SECTIONS: OAIRA MIXING BOX, PRE -FILTER, CHILLED WATER COOLING COIL, LARGE ACCESS WITH UV LIGHTS, PLENUM FAN, FINAL FILTER, DISCHARGE, AND VFD SECTION. 3 PROVIDE FACTORY ROOF CURB WITH FLORIDA PRODUCT APPROVAL FOR HIGH WIND AND IMPACT. AIR FILTERS UNIT NO. MANUFACTURER & MODEL NUMBER TYPE THICKNESS EFFICIENCY MAX. VELOCITY (FPM) APD (IN. WG.) NOTES o /o MERV CLEAN DIRTY F-1 CAMFIL FARR 30/30 PRE 2 30 8 300 0.15 0.5 1,2 F-2 CAMFIL FARR 30/30 PRE 2 30 8 500 0.30 0.5 1,2 F-3 CAMFIL FARR RIGA-FLO FINAL 12 90 14 500 0.70 1.50 1,2 F-4 TITUS HEPA-R FINAL 4 99.99 18 65 0.30 1.0 1 NOTES: 1 CONTRACTOR TO COMPLETE SCHEDULE INFORMATION FOR TYPE, NUMBERS, SIZE & SERVICE OF EACH AIR HANDLER AND FILTER HOUSING, INCLUDE WITH SERVICE DATA IN 0&M MANUALS. QUANTITY AND SIZE OF FILTER TO MATCH REQUIRED BY UNIT. 2 PROVIDE PRESSURE DIFFERENTIAL GAUGES ACROSS EACH FILTER BANK WITH LABELS ON CLEAN (INITIAL) AND DIRTY (FINAL) PRESSURE DROP REQUIREMENTS, AHU-P1 VENTILATION TABULATION - ASHRAE 170 ROOM NO. ROOM NAME CLG HGT. (FT.) FLR AREA SF VOLUME (CU FT) EA % FILTER TYPE (MERV) PRESSURE ASHRAE 170 REQUIREMENTS ACTUAL AIRFLOWS (CFM) ROOM AIR BALANCE O.A. ACH TOTAL ACH CODE AIRFLOWS (CFM) O.A. T.A. E.A. * S.A. R.A. E.A. 200 CHEMO 8 80 640 100% 17 NEGATIVE 2 30 24 384 384 950 0 1100 -150 201 ANTE 8 68 544 0% 17 POSITIVE 2 30 22 326 0 350 200 0 150 202 IV/PREP 8 80 640 0% 17 POSITIVE 2 30 24 384 0 450 300 0 150 TOTAL REQURIED 228 1824 17 71 1094 384 TOTAL DESIGN 228 1,824 17 1750 500 1100 150 REMARKS * INDICATES ASHRAE 62.1 /CODE REQUIREMENT, WHICH IS A HIGHER OUTSIDE AIR RATE AND/OR EXHAUST RATE THAN ACH. BALANCE = 150 AIR AT AHU= 0 DIVERSITY= 1 M-RA CFM = 1250 NT OA CFM=, 1250 VENT OA %= 71% SPACE SHEET: SA CF RELIEF AHU VE AHU EXHAUST FANS EXHAUST FANS UNIT NO. MANUFACTURER & MODEL NUMBER SERVICE LOCATION FAN TYPE DRIVE CFM ESP (IN. WG.) FAN RPM MAX. SOUND (dBA) BACKDRAFT DAMPER (YIN) STARTING MEANS MOTOR DATA ELECTRICAL DATA OPER. WT. (LBS) NOTES BHP HP RPM VOLT PH HZ EMERG. POWER... EF-P1 LOREN COOK 100 CPS CHEMO HOOD ROOF UTILITY SET BELT 1,100 3.0 3200 74 Y VFD 1.1 1 1/ 2 3450 460 3 60 Y 175 1, 2, 3 NOTES: 1 PROVIDE WITH FLORIDA PRODUCT APPROVAL FOR HIGH WIND AND IMAPCT. 2 PROVIDE WITH 10' DISCHARGE STACK, WEATHER COVER, BOLTED ACCESS DOOR AND FLANGED DUCT CONNECTIONS. 3 FAN, ROOF MOUNTED DUCTWORK AND MOUNTING ASSEMBLY TO BE TIED DOWN TO STRUCTURE TO MEET WIND LOADS. HOT WATER REHEAT COILS AIR SIDE WATER SIDE UNIT NO. MANUFACTURER &MODEL NUMBER SERVICE LOCATION NOTES AIRFLOW EAT LAT MAX APD CAPACITY WATER EWT LWT MAX CFM (°F) (°F) (IN.WG.) (MBH) FLOW (°F) (°F) WPD GPM (FT.WG.) RHC-P1 COIL CO. / HC58B10 200 CHEMO PASSAGE 950 50 85.0 0.25 35.9 2.4 160 130 10 RHC-P2 COIL CO. / HC58B10 202 IV / PREP PASSAGE 450 50 85.0 0.25 17.0 1.1 160 130 10 RHC-P3 COIL CO. / HC58B10 201 ANTE PASSAGE 350 50 85.0 0.25 13.2 0.9 160 130 10 AIR DISTRIBUTION SCHEDULE OPPOSED TAG TYPE CFM NECK SIZE FACE SIZE 1 BLADE MATERIAL FINISH MANUFACTURER/ MODEL IMAGE ACCESSORIES I LENGTH DAMPER DESCRIPTION CONFIGURATION (YIN) CEILING DIFFUSER CD-1 SUPPLY ON PLANS 10" 24x48 Y ALUMINUM WHITE TITUS TLFR-AA 4" HEPA FILTER CRITICAL ENVIRONMENT CEILING DIFFUSER CD-2 SUPPLY ON PLANS 10" 24x36 Y ALUMINUM WHITE TITUS TLFR-AA 4" HEPA FILTER CRITICAL ENVIRONMENT RETURN / RETURN OR EXHAUST RG-1 EXHAUST 0-2500 22x22 24x24 N ALUMINUM WHITE TITUS 50F GRILLE EGG CRATE RETURN OR EXHAUST REGISTER N„ ER-1 RETURN / 35 DEG. FIXED RR-1 EXHAUST ON PLANS ON PLANS NECK+ 1-3/4" Y ALUMINUM WHITE TITUS 350FL DEFLECTION 3/4" BLADE SPACING BLADES PARALLEL TO LONG DIMENSION NOTES: 1. SEE ARCHITECTURAL PLANS FOR CEILING TYPE. PROVIDE LAY -IN TYPE BORDER FOR ACOUSTICAL TILE CEILINGS AND SURFACE MOUNT BORDER FOR GYPSUM BOARD AND OTHER TYPES OF CEILING OR WALLS. 2. DIFFUSER AND REGISTER COLOR AND FINISH SHALL BE SELECTED BY THE ARCHITECT. WHITE LISTED AS STANDARD. 3. PROVIDE SQUARE TO ROUND TRANSITION FOR RETURN, EXHAUST AND TRANSFER GRILLES WHERE THEY ARE CONNECTED WITH FLEXIBLE DUCTWORK. 4. FOR CEILING MOUNTED RETURN/EXHAUST GRILLES, PROVIDE MINIMUM 3" PLENUM BEHIND GRILLE. 5. PROVIDE CRITICAL ENVIRONMENT DIFFUSER WITH INTEGRAL FILTER RACK, 24V LED FILTER INDICATOR AND AEROSOL INJECTION PORT & DISTRIBUTION MANIFOLD. 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 exp U.S. SERVICES INC. 407.660.0088 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 •�•ex fi PO PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 \�0%% I I I I I �j ®�N�` ENV I?- PEN ///�� cEIV's 0�� No. 54516 A ' STATE OF ©� , . �" ©R10 a �1/111111� TIMOTHY P. PENNOCK PE 54516 REVISIONS DATE ISSUED: 06/19/2019 REVIEWED BY: GCB DRAWN BY: ADC DESIGNED BY: SB PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: SCHEDULES SHEET ID: BLDG. ID M600 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' MENEM -- -� 1/4" SCALE 4' 0 2' 4' 8' --_ illillillillillillilliililmiiiiiiI - 1/8" SCALE 8' 0 4' 8' 16' NOTES: 1. SEE ARCHITECTURAL PLANS FOR CEILING TYPE. PROVIDE LAY -IN TYPE BORDER FOR ACOUSTICAL TILE CEILINGS AND SURFACE MOUNT BORDER FOR GYPSUM BOARD AND OTHER TYPES OF CEILING OR WALLS. 2. DIFFUSER AND REGISTER COLOR AND FINISH SHALL BE SELECTED BY THE ARCHITECT. WHITE LISTED AS STANDARD. 3. PROVIDE SQUARE TO ROUND TRANSITION FOR RETURN, EXHAUST AND TRANSFER GRILLES WHERE THEY ARE CONNECTED WITH FLEXIBLE DUCTWORK. 4. FOR CEILING MOUNTED RETURN/EXHAUST GRILLES, PROVIDE MINIMUM 3" PLENUM BEHIND GRILLE. 5. PROVIDE CRITICAL ENVIRONMENT DIFFUSER WITH INTEGRAL FILTER RACK, 24V LED FILTER INDICATOR AND AEROSOL INJECTION PORT & DISTRIBUTION MANIFOLD. 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 exp U.S. SERVICES INC. 407.660.0088 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 •�•ex fi PO PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 \�0%% I I I I I �j ®�N�` ENV I?- PEN ///�� cEIV's 0�� No. 54516 A ' STATE OF ©� , . �" ©R10 a �1/111111� TIMOTHY P. PENNOCK PE 54516 REVISIONS DATE ISSUED: 06/19/2019 REVIEWED BY: GCB DRAWN BY: ADC DESIGNED BY: SB PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: SCHEDULES SHEET ID: BLDG. ID M600 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' MENEM -- -� 1/4" SCALE 4' 0 2' 4' 8' --_ illillillillillillilliililmiiiiiiI - 1/8" SCALE 8' 0 4' 8' 16' 1 2 I 3 4 Wq 5 C B A N P- N N O N 0 N ABBREVIATIONS A AMPERES IG ISOLATED GROUND AAC ABOVE ACCESSIBLE CEILING JB JUNCTION BOX AC ALTERNATING CURRENT KCMIL THOUSAND CIRCULAR MILS ADA AMERICANS WITH DISABILITIES ACT KVA KILOVOLT -AMPERES AF AMPERE FRAME KVAR KILOVOLT -AMPERES, REACTIVE AFCI ARC FAULT CIRCUIT INTERRUPTOR KW KILOWATTS AFF ABOVE FINISHED FLOOR LTG LIGHTING AFG ABOVE FINISHED GRADE MAX MAXIMUM AFU AMPERE FUSE MCB MAIN CIRCUIT BREAKER AIC AMPERES INTERRUPTING CAPACITY, MCC MOTOR CONTROL CENTER SYMMETRICAL MECH MECHANICAL AL ALUMINUM ARCH ARCHITECT MIN MINIMUM AS AMP SWITCH MLO MAIN LUGS ONLY AT AMP TRIP MVA MEGAVOLT-AMPERES ATS AUTOMATIC TRANSFER SWITCH N NEUTRAL AWG AMERICAN WIRE GAUGE NA NOT APPLICABLE BFC BELOW FINISHED CEILING NC NORMALLY CLOSED BFG BELOW FINISHED GRADE NEC NATIONAL ELECTRICAL CODE BKBD BACKBOARD NF NON FUSED BOH BACK OF HOUSE NO NORMALLY OPEN C CONDUIT NTS NOT TO SCALE CAT CATALOG OC ON CENTER CB CIRCUIT BREAKER OFCI OWNER FURNISHED CONTRACTOR CFCI CONTRACTOR FURNISHED INSTALLED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED CKT CIRCUIT 0, PH PHASE CLG CEILING PC PHOTOCELL CO CONDUIT ONLY CONT CONTINUATION PIR PASSIVE INFRARED CU COPPER POC POINT OF CONNECTION CT CURRENT TRANSFORMER POS POINT OF SALE 0 DELTA PLBG PLUMBING DIV DIVISION PT POTENTIAL TRANSFORMER DWG DRAWING PVC POLYVINYL CHLORIDE EA EACH PWR POWER EC EMPTY CONDUIT QTY QUANTITY ELEC ELECTRICAL REC RECESSED EM EMERGENCY RECPT RECEPTACLE EMT ELECTRICAL METALLIC TUBING REF REFRIGERATOR EP EXPLOSION PROOF RGS RIGID GALVANIZED STEEL EPO EMERGENCY POWER OFF SPD SURGE PROTECTIVE DEVICE EQUIP EQUIPMENT ST SHUNT TRIP EWC ELECTRIC WATER COOLER SURF SURFACE EXIST EXISTING SWBD SWITCHBOARD EXT EXTERIOR SWGR SWITCHGEAR FA FIRE ALARM TBD TO BE DETERMINED FACP FIRE ALARM CONTROL PANEL TYP TYPICAL FAA FIRE ALARM ANNUNCIATOR PANEL UG UNDERGROUND FOH FRONT OF HOUSE UNO UNLESS NOTED OTHERWISE FT FEET OR FOOT V VOLTS FU FUSE VFD VARIABLE FREQUENCY DRIVE G GROUND W WATTS GEN GENERATOR WP WEATHER PROOF GFCI GROUND FAULT CIRCUIT INTERRUPTER XFMR TRANSFORMER GFI GROUND FAULT INTERRUPTER Y WYE GFP GROUND FAULT PROTECTION HPRS HORSEPOWER RATED SWITCH HOA HAND OFF AUTOMATIC HP HORSEPOWER HZ HERTZ DEVICE MOUNTING HEIGHT DIAGRAM NOTE MOUNTING HEIGHTS FOR DEVICES UNLESS NOTED OTHERWISE -r-- o 7— OR18" 18" J RECEPTACLE COMMUNICATION & TV CEILING F-O , 12" MAX TO TOP 4" 4" - � C 48" ABOVE ABOVE WALL SWITCH, LOW VOLTAGE COUNTER COUNTER SWITCH, WALL SWITCH RECEPTACLE COMMUNICATIONS OCCUPANCY SENSOR, TIME & WALLBOX DIMMER — NOTED NOTED ON ON 60" PLANS PLANS 48" 48" 48" FLOOR WALL PHONE CARD READER, SHUNT TRIP TIMECLOCK WALL MOUNTED WALL KEYPAD, RTE, PUSHBUTTON CAMERA, & PTZ MOUNTED PUSHPLATE, DOORBELL, (EMERGENCY CAMERA SPEAKER & BIOMETRIC READER POWER OFF) CL EXIT 90" (AUDIBLE 8" BELOW CEILING, DEVICES SHALL DOOR MAXIMUM 12'-0" AFF. NOT BE CLOSER CFI THAN 6" TO TOP OF DEVICE TO CEILING IN LOW 48" CEILING AREAS) [EX �—I XIT EXIT 6" 6" - -- - - -- WALL WALL MOUNTED FIRE ALARM FIRE ALARM WALL MOUNTED EMERGENCY PULL VISUAL, AUDIO & OCCUPANCY LIGHT STATION AUDIONISUAL SENSOR NOTIFICATION COMMUNICATIONS SYSTEM X DATA OUTLET, WALL MOUNTED < X VOICE OUTLET, WALL MOUNTED 0 X DATA OUTLET, FLOOR MOUNTED u X VOICE OUTLET, FLOOR MOUNTED ®X DATA OUTLET, CEILING MOUNTED Q)X VOICE OUTLET, CEILING MOUNTED X VOICE -DATA OUTLET, WALL MOUNTED 04 AUDIONISUAL OUTLET, WALL MOUNTED a VOICE -DATA OUTLET, FLOOR MOUNTED 4 IONIISUAL OUTLET, FLOOR AUDIONISUAL X MOUNTED (�I)X -DATA OUTLET, CEILING CO J [AUDIONISUAL OUTLET, CEILING MOUNTED -VOICE MOUNTED NOTE: FOR ABOVE VOICE, DATA AND AUDIOVISUAL DEVICES, SUBSCRIPT W INDICATES: C - ABOVE BACKSPLASH OF CABINET, OR COUNTERTOP PV PHOTO VENDOR F - FURNITURE OR MILLWORK MOUNTED RP RIDE PHONE -MOUNT 48" A.F.F. H - HORIZONTALLY MOUNTED W - WALL PHONE -MOUNT 48" A.F.F. POS- DEDICATED FOR POINT OF SELL OUTLET WP - WEATHERPROOF ❑X SPEAKER WALL MOUNTED SPEAKER CEILING MOUNTED H--�] CCTV CAMERA, WALL MOUNTED CCTV CAMERA, CEILING MOUNTED TV OUTLET - WALL MOUNTED ,TV TV OUTLET - CEILING MOUNTED PLYWOOD BACKBOARD COMMUNICATIONS SYSTEMS NOTES: 1. FOR WALL AND CEILING MOUNTED DEVICES WITH NO BACKBOX PROVIDE 4-11/16" BY 2-1/8" DEEP BACKBOX WITH SINGLE GANG REDUCTION RING AT EACH LOCATION, UNO. 2. PROVIDE A 1" CONDUIT FROM EACH JUNCTION BOX BACK TO CLOSEST LOW VOLTAGE CABLE PATHWAY (CABLE TRAY, J HOOKS) IF SHOWN ON DRAWINGS OR UP ABOVE ACCESIBLE CEILING IF LOW VOLTAGE CABLE PATHWAYS ARE NOT SHOWN OR SPECIFIED IN SPECIFICATIONS, UNO. EXIT SIGNS {� CEILING MOUNTED SINGLE FACE EXIT I�i CEILING MOUNTED DUAL FACE EXIT SIGN ARROWS INDICATE DIRECTION I SIGN ARROWS INDICATE DIRECTION I�+ WALL MOUNTED SINGLE FACE EXIT SIGN I WALL MOUNTED DUAL FACE EXIT SIGN X ARROWS INDICATE DIRECTION ' ' ARROWS INDICATE DIRECTION SUBSCRIPT'L' INDICATES LOW LEVEL EXIT SIGN SWITCHES 1 CONTROLS X WALL MOUNTED SWITCH OCCUPANCY AND VACANCY AND RELATED ab 'ab' INDICATES INDIVIDUAL GANGED SWITCHES AND ASSOCIATED SWITCH LEGS CONTROLLED, X (a OCCUPANCY SENSOR, CEILING MOUNTED SUBSCRIPT'X' INDICATES: ab 2 - DOUBLE POLE X dab OCCUPANCY SENSOR, WALL MOUNTED 3 - THREE WAY 4 - FOUR WAY X OCCUPANCYNACANCY SENSOR, WALL D - WALL BOX DIMMER ab SWITCH TYPE EP - EXPLOSION PROOF NOTE: SENSORS ARE PASSIVE H - HORSEPOWER RATED INFRARED, UNO, FOR K - KEY OPERATED SENSORS ABOVE 'ab' M - MANUAL MOTOR STARTER INDICATES SWITCH LEGS P - PILOT LIGHT CONTROLLED, SUBSCRIPT 'X` T - WALL BOX TIMER INDICATES: WP - WEATHER PROOF D-DUALTECHNOLOGY U -ULTRASONIC LCP LIGHTING CONTROL PANEL VS - VACANCY SENSOR TYPE OS - OCCUPANCY SENSOR TYPE LIGHTING CONTROL WALL STATION, LV -LOW VOLTAGE SWITCH I � 1 X SUBSCRIPT'X' INDICATES UNIQUE W -WIRELESS IDENTIFIER [TC TIME CLOCK, SUBSCRIPT'X' INDICATES ©X CONTACTOR, SUBSCRIPT'X' INDICATES X UNIQUE IDENTIFIER UNIQUE IDENTIFIER DS X DAYLIGHT SENSOR, CEILING MOUNTED PC X PHOTOCELL FIRE ALARM SYSTEM XXcd FIRE ALARM VISUAL DEVICE, WALL XXcd FIRE ALARM VISUAL DEVICE, CEILING MOUNTED. 'XXcd' INDICATES STROBE 0 MOUNTED. 'XXcd' INDICATES STROBE CANDELA RATING CANDELA RATING 75cd UNLESS NOTED OTHERWISE 75cd UNLESS NOTED OTHERWISE Cif X FIRE ALARM AUDIO DEVICE, WALL MTD 0G X FIRE ALARM AUDIO DEVICE, CEILING MT XXcd FIRE ALARM AUDIONISUAL DEVICE, XXcd FIRE ALARM AUDIONISUAL DEVICE, EK X WALL MOUNTED. 'XXcd' INDICATES CX X CEILING MOUNTED. 'XXcd' INDICATES STROBE CANDELA RATING STROBE CANDELA RATING. 75cd UNLESS NOTED OTHERWISE 75cd UNLESS NOTED OTHERWISE NOTE: FOR ABOVE AUDIO AND AUDIONISUAL DEVICES, SUBSCRIPT 'X` INDICATES: (IF NO SUBSCRIPT ADJACENT TO SYMBOL ON PLANS THEN REFER TO SPECIFICATIONS FOR DEVICE TYPE.) C - CHIME M - MINI HORN WP - WEATHERPROOF H - HORN S - SPEAKER U HEAT DETECTOR 0 FIRE ALARM PULL STATION ® SMOKE DETECTOR, CEILING MOUNTED SMOKE DETECTOR, WALL MOUNTED CO - WITH CARBON MONOXIDE CO - WITH CARBON MONOXIDE E - ELEVATOR RECALL E - ELEVATOR RECALL SD - INTEGRAL SOUNDER BASE SD - INTEGRAL SOUNDER BASE X SMOKE DETECTOR, DUCT MOUNTED. SUBSCRIPT'X' INDICATES UNIT SERVED TX BEAM SMOKE DETECTOR, SUBSCRIPT `�— FIRE/SMOKE DAMPER 'X' INDICATES: BT - BEAM TRANSMITTER BR - BEAM RECEIVER TS TAMPER SWITCH SMOKE DAMPER RT I REMOTE TEST STATION FS FLOW SWITCH A F FIREFIGHTERS TELEPHONE OUTLET © PRESSURE ALARM KB KNOX BOX ® CONTROL RELAY XXXX FIRE ALARM PANEL ELECTRO-MAGNETIC DOOR HOLDER TT FIRE GONG XXXX INDICATES TYPE FACP - FIRE ALARM CONTROL PANEL FATC - FIRE ALARM TERMINAL CABINET FAA - FIRE ALARM REMOTE ANNUNCIATOR PANEL VESDA - VERY EARLY SMOKE DETECTION APPARATUS VEP - VOICE EVACUATION PANEL ELECTRONIC ACCESS CONTROL SYSTEM L-J PROXIMITY/CARD READER DC DOOR CONTACT LE] ELECTRIC STRIKE ACP ACCESS CONTROL PANEL ML MAGNETIC LOCK ELECTRONIC ACCESS CONTROL SYSTEM NOTES: 1. PROVIDE A 4-11/16" SQUARE BY 2-1/8" DEEP BACK BOX WITH A SINGLE GANG REDUCTION RING AT EACH LOCATION UNO. 2. PROVIDE A 3/4" CONDUIT ROUTED TO THE ACCESS CONTROL JUNCTION BOX LOCATED ABOVE THE DOOR UNO. 3. DOOR RELEASE BUTTON SHALL BE SURFACE MOUNTED TO UNDERSIDE OF COUNTER/DESK. MOUNT THE BACKBOX DIRECTLY BELOW THE COUNTER PROVIDE AND INSTALL SURFACE MOUNTED RACEWAY FROM THE BACKBOX TO THE DOOR RELEASE BUTTON LOCATION UNO. 1-1 LIGHTING R10< UPPER CASE LETTERS INDICATES THE LIGHTING FIXTURE SERIES TYPE, 7a NUMBER INDICATES A DIFFERENT FIXTURE TYPE WITHIN THE SERIES NUMBER INDICATES CIRCUIT NUMBER, LOWER CASE LETTER INDICATES SWITCH LEG LIGHT FIXTURE SHADING LEGEND - TYPICAL EACH FIXTURE TYPE NORMAL BRANCH NEC 700 NEC 517 LIFE SAFETY CRITICAL BRANCH BRANCH AND/OR BATTERY PACK O • 0 TROFFER STRIP LIGHT O> �0 ADJUSTABLE DOWNLIGHT SCONCE o- RECESSED STRIP LIGHT 444 PENDANT E77:� WALL MOUNTED STRIP LIGHT I BOLLARD O CIRCULAR APERTURE DOWNLIGHT POLE MOUNTED LIGHT ❑ SQUARE APERTURE DOWNLIGHT SURFACE MOUNTED SPECIALTY LIGHT WALL MOUNTED CHARACTER WALL MOUNTED SPECIALTY LIGHT BASE MOUNTED CHARACTER TRACK MOUNTED SPECIALTY LIGHT q RECESSED PATH LIGHT (D' SURFACE MOUNTED ACCENT LIGHT I SURFACE PATH LIGHT WALL MOUNTED ACCENT LIGHT OD INGRADE UPLIGHT - TRACK MOUNTED ACCENT LIGHT INGRADE DIRECTIONAL UPLIGHT O SURFACE MOUNTED CHARACTER UNDERWATER LIGHT O PENDANT MOUNTED CHARACTER SURFACE UNDERWATER LIGHT O O FAN C:7j THEATRICAL LEKO CI THEATRICAL FOLLOW SPOT TRACK a THEATRICAL PAR LINEAR LIGHT LINEAR SLOT LIGHT a THEATRICAL FRESNEL V EMERGENCY LIGHT - %-%-- - MULTILAMP STRING LIGHT APPLICABLE CODES & STANDARDS FLORIDA BUILDING CODE - 6TH EDITION (2017), BUILDING FLORIDA BUILDING CODE - 6TH EDITION (2017), EXISTING BUILDING FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF RESIDENTIAL HEALTH, CARE AND SUPPORT FACILITIES - 2014 EDITION NATIONAL FIRE PROTECTION ASSOCIATION NFPA 70, 2014 EDITION, NATIONAL ELECTRICAL CODE NFPA 72, 2013 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE NFPA 99, 2015 EDITION, HEALTH CARE FACILITIES CODE NFPA 101, 2015 EDITION, THE LIFE SAFETY CODE (FLORIDA-SPECIFIC EDITION) NFPA 110, 2013 EDITION, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS NFPA 170, 2012 EDITION, STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS NFPA 241, 2013 EDITION, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS NFPA 704, 2012 EDITION, STANDARD SYSTEM FOR THE IDENTIFICATION OF THE HAZARDS OF MATERIALS FOR EMERGENCY RESPONSE NFPA 780, 2014 EDITION, STANDARD FOR THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS INDUSTRY STANDARDS AND TESTING COMPANIES UNDERWRITERS LABORATORIES INC. (UL) AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM) NOTE: THIS LIST IS NOT COMPREHENSIVE. THE CODES, GUIDELINES, AND STANDARDS NOT REFERENCED HERE MAY BE APPLICABLE TO THIS PROJECT. 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 exp U.S. SERVICES INC. 407.660.0088 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 %g go, `�*J ex pe PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 ..T: ALTO , \ P . LkC.LNSC CJ� No 76422 STATE 01= CHARLES T. ALEXANDER PE 76422 REVISIONS NO. DESCRIPTION DATE i DATE ISSUED: 06/19/2019 REVIEWED BY: CTA DRAWN BY: MWH DESIGNED BY: ASK PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: ELECTRICAL LEGEND I SHEET ID: BLDG. ID E001 PROJECT STATUS: j CONSTRUCTION - DOCUMENTS- 1 /8" SCALE 8' 0 4' 8' 16' r Copyright 0 2019. This drawing is an instrument of service and property of RS&H, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1 /4" SCALE 4' 0 2' 4' 8' K, 1' 1 111 11 ' 11 I,1 jil ll l y„ 1111111 pC _1 [_ 3 4 I 5 7 C B A 00 N n t17 N_ O N 0 N 7 RECEPTACLES rIQ DUPLEX RECEPTACLE, WALL MOUNTED r-# DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED DUPLEX RECEPTACLE, ABOVE DOUBLE DUPLEX RECEPTACLE, ABOVE 44 BACKSPLASH OF CABINET, BACKSPLASH OF CABINET, COUNTERTOP OR SINK COUNTERTOP OR SINK 0 DUPLEX RECEPTACLE, FLUSH MTD IN DOUBLE DUPLEX RECEPTACLE, FLUSH CEILING MOUNTED IN CEILING HALF SWITCHED DUPLEX RECEPTACLE, �-L SIMPLEX RECEPTACLE, WALL MOUNTED WALL MOUNTED SPECIAL PURPOSE RECEPTACLE, WALL SPECIAL PURPOSE RECEPTACLE, MOUNTED. NEMA CONFIGURATION AS CEILING MOUNTED NEMA TYPE NOTED ON PLANS TYPE CONFIGURATION AS NOTED ON PLANS OCCUPANCY CONTROLLED/SWITCHED OCCUPANCY CONTROLLED/SWITCHED DUPLEX RECEPTACLE, ABOVE DUPLEX RECEPTACLE, WALL MOUNTED BACKSPLASH OF CABINET, OCCUPANCY CONTROLLED/ HALF COUNTERTOP OR SINK SWITCHED DOUBLE DUPLEX OCCUPANCY CONTROLLED/ HALF RECEPTACLE, WALL MOUNTED SWITCHED DOUBLE DUPLEX MA- ~ MULTI -OUTLET ASSEMBLY, "X" RECEPTACLE, ABOVE BACKSPLASH OF CABINET, COUNTERTOP OR SINK X INDICATES TYPE X — RECEPTACLE TYPE 1122 — NUMBER INDICATES BRANCH CIRCUIT NUMBER NOTE: FOR ABOVE DEVICES, SUBSCRIPT'X' INDICATES: CK CLOCK HANGER D - DEDICATED CIRCUIT EP - EXPLOSION PROOF EQ - EQUIPMENT MOUNTED EWC - ELECTRIC WATER COOLER F - FURNITURE OR MILLWORK MOUNTED GFI GROUND FAULT INTERRUPTER H - HORIZONTALLY MOUNTED IG ISOLATED GROUND SS - SURGE SUPPRESSION T -TAMPER PROOF WP - WEATHER PROOF U - USB TYPE RECEPTACLE BRANCH CIRCUIT SHADING * SEE RECEPTACLE TYPES BELOW FOR CONFIGURATION — SHADING REPRESENTS RECEPTACLE rC F 1 SHADING REPRESENTS RECEPTACLE NEC 700 - LIFE SAFETY BRANCH ON NEC 517 CRITICAL BRANCH SHADING REPRESENTS RECEPTACLE ON NEC 701/517 STANDBY/EQUIPMENT b SHADING REPRESENTS RECEPTACLE BRANCH ON UPS BRANCH FLOOR OUTLETS FLOOR BOX, SINGLE SERVICE TYPE ❑1 FLOOR BOX, SINGLE SERVICE TYPE �I DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE FLOOR BOX, MULTI -SERVICE TYPE FLOOR BOX, MULTI -SERVICE TYPE, TE DUPLEX/COMMUNICATIONS DOUBLE DUPLEX/COMMUNICATIONS OUTLET OUTLET L POKE THRU, SINGLE SERVICE TYPE POKE THRU, SINGLE SERVICE TYPE DUPLEX RECEPTACLE I DOUBLE DUPLEX RECEPTACLE Q� POKE THRU, MULTI -SERVICE TYPE POWER/COMMUNICATIONS POKE THRU, MULTI -SERVICE TYPE, DOUBLE DUPLEX/COMMUNICATIONS OUTLET OUTLET JUNCTION BOX, FLUSH MTD IN FLOOR FLOOR BOX TYPE (REFERS TO SPECIFICATIONS FOR FLOOR BOX TYPES AND X - CATALOG NUMBERS AND QUANTITY AND SIZES OF CONDUITS TO EACH BOX,UNO) 12� NUMBER INDICATES BRANCH CIRCUIT NUMBER FLOOR BOX, CONFIGURATION AS INDICATED, FLUSH MOUNTED, UNLESS OTHERWISE NOTED. NOTE: FOR ABOVE DEVICES, SUBSCRIPT'X' INDICATES: AF - MULTI -SERVICE TYPE - ACCESS FLOOR * 'C' SUBSCRIPT NEXT TO ANY BR - MULTISERVICE TYPE - BALLROOM TYPE FLOOR BOX INDICATES HALF OF CC - MULTI -SERVICE TYPE - CONVENTION CENTER TYPE RECEPTACLES IN BOX TO BE M - MULTI -SERVICE TYPE AUTOMATICALLY CONTROLLED S# - SINGLE -SERVICE TYPE. # - # OF GANGS WP - SINGLE -SERVICE WEATHERPROOF TYPE - (POWER OR DATA ONLY) POWER CONNECTIONS F4 JUNCTION BOX, WALL MOUNTED JO JUNCTION BOX, CEILING MOUNTED SPECIAL EQUIPMENT CONNECTION, WALL MOUNTED. SUBSCRIPT'X' SPECIAL EQUIPMENT CONNECTION, � INDICATES UNIQUE IDENTIFIER, REFER CEILING MOUNTED. SUBSCRIPT'X' X TO EQUIPMENT CONNECTION X INDICATES UNIQUE IDENTIFIER, REFER SCHEDULE. TO EQUIPMENT CONNECTION SCHEDULE. DISCONNECT SWITCH, REFER TO COMBINATION MOTOR STARTER L❑ EQUIPMENT CONNECTION SCHEDULE DISCONNECT, REFER TO EQUIPMENT FOR DISCONNECT TYPE, LINO CONNECTION SCHEDULE FOR DISCONNECT TYPE, LINO MOTOR, SUBSCRIPT'X' DENOTES LH VARIABLE FREQUENCY DRIVE LX MOTOR DESIGNATION, REFER TO EQUIPMENT CONNECTION SCHEDULE SHUNT TRIP PUSH BUTTON B - BUILDING SHUNT TRIP OR - LIGHTING OVERRIDE SINGLE LINE SYMBOLS CKT BREAKER, '###' IND►CATES TRIP ###/#) SETTING,'#' INDICATES NUMBER OF POLES X SS - SOLID STATE O UTILITY METER • GFP - GROUND FAULT PROTECTION DRAW CKT BREAKER, '###' INDICATES i /# -OUT AUTOMATIC TRANSFER SWITCH TRIP SETTING, '#' INDICATES NUMBER OF �S L POLES y FUSED SWITCH, '###' INDICATES TRIP SETTING,'#'INDICATES NUMBER OF POLES [AT AUTOMATIC TRANSFER SWITCH, E WITH BYPASS ISOLATION II ENCLOSED CIRCUIT BREAKER TRANSFORMER vv ENCLOSED NON -FUSED DISCONNECT SWITCH ISOLATION TRANSFORMER ,b b ENCLOSED FUSED DISCONNECT SWITCH GENERATOR s KIRK KEY INTERLOCK o� o� SS SOLID STATE, ELECTRONIC ADJUSTABLE TRIP PANEL PANELBOARD LGFP GROUND FAULT PROTECTION NAME ST SHUNT TRIP PAD MOUNTED TRANSFORMER SPD SURGE PROTECTIVE DEVICE �DMM DIGITAL MULTIMETER -l- - GROUND IlF I POWER POLE CIRCUITING BLDG-E1MDPHA-1 3#12,#12G,314"C CIRCUIT NUMBER CONDUIT SIZE PANEL DESIGNATION GROUND CONDUCTOR QUANTITY AND SIZE CIRCUIT CONDUCTOR QUANTITY AND SIZE GROUNDING AND LIGHTNING PROTECTION BONDING CONNECTION M MAIN CONDUCTOR CABLE o DOWN CONDUCTOR G COUNTERPOISE CONDUCTOR CABLE 0 UP CONDUCTOR B BONDING CONDUCTOR CABLE # AIR TERMINAL, "#" INDICATES TERMINAL TEE CONNECTOR X LENGTH IF GREATER THAN 18", SUBSCRIPT'X' INDICATES: GROUND ROD A-FLATE SURFACE BASE JIL B-FLAT WALL MOUNTED PARAPET BASE GROUND BUS BAR C-SWIVEL BASE D-RIDGE SADDLE BASE(EXPOSED) E-RIDGE SADDLE BASE (CONCEALED) F-CONCEALED AIR TERMINAL BASE ASSEMBLY G-EASE AIR TERMINAL IN -GRADE BOXES LH XX HANDHOLE ❑H X XX - -X BOX NUMBER u XX MANHOLE SIZE DESIGNATION/TYPE BOX TYPE © XX PULLBOX HH-HANDHOLE MH-MANHOLE PB-PULLBOX DEVICE NOTES: UTILITY TYPE REFER TO DETAILS FOR EXACT BOX TYPE, SIZE AND C-COMMUNICATION SPECIFICATIONS. P-POWER EXAMPLE: CMH-1-01 DISTRIBUTION EQUIPMENT DISTRIBUTION SWITCHBOARD D I ; -- — — — HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) INCOMING OR WAIN' SECTION DISTRIBUTION SECTION I D D D J MOTOR CONTROL CENTER FUTURE SECTION DISTRIBUTION SECTION INCOMING SECTION HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) — PANELBOARD NAME FRONT OF PANEL WALL L� RECESSED MOUNTED SURFACE MOUNTED PANELBOARD DESIGNATION BLDG-E1 MDPHA L A,B,C... DISTINGUISHES PANELS ON THE SAME FLOOR WITH THE SAME VOLTAGE (IF REQUIRED) - H - 480Y1277V L - 208Y/120V NOTHING INDICATES LIGHTING/RECEPTACLE PANEL BRANCH PANEL AV - AUDIO VISUAL PANEL DP - DISTRIBUTION PANEL GDP - GENERATOR DISTRIBUTION PANEL GSB - GENERATOR SWITCHBOARD K - KITCHEN PANEL LC - LOAD CENTER LCP - LIGHTING CONTROL PANEL MCC - MOTOR CONTROL CENTER MDP - MAIN DISTRIBUTION PANEL (SERVICE ENTRANCE) MSB - MAIN SWITCHBOARD (SERVICE ENTRANCE) PDU - POWER DISTRIBUTION UNIT SB - SWITCHBOARD ST - SHUNT TRIP PANEL T - TENANT PANEL TC - TELECOMMUNICATIONS PANEL SC - SHOW CONTROL PANEL R - RIDE POWER PANEL RPP - REMOTE POWER PANEL INDICATES WHICH FLOOR PANEL IS LOCATED ON (IF REQUIRED) NOTHING INDICATES NORMAL LS - EMERGENCY / LIFE SAFETY (NEC ARTICLE 700 LOADS) LR - LEGALLY REQUIRED STANDBY (NEC ARTICLE 701 LOADS) OS - OPTIONAL STANDBY (NEC ARTICLE 702 LOADS) Q - EQUIPMENT (HEALTHCARE) C - CRITCAL (HEALTHCARE) N - NORMAL (HEALTHCARE) INDICATES WHICH BUILDING/AREA PANEL IS LOCATED IN (IF REQUIRED) NAME TRANSFORMER LT45 J FLOOR MOUNTED TRANSFORMER, NUMBER INDICATES KVA RATING HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) INDICATES TRANSFORMER IS SUSPENDED TRANSFORMER DESIGNATION BLDG-TE1DPHA LINDICATES PANEL SERVED INDICATES TRANSFORMER INDICATES WHICH BUILDING/AREA TRANSFORMER IS LOCATED IN (IF REQUIRED) NAME AUTOMATIC TRANSFER SWITCH 0 BLDG-ATSEIHA AUTOMATIC TRANSFER SWITCH DESIGNATIO LL INDICATES PANEL SERVED INDICATES AUTOMATIC TRANSFER SWITCH INDICATES WHICH BUILDING/AREA AUTOMATIC TRANSFER SWITCH IS LOCATED IN (IF REQUIRED) TAGS AND CALL OUT SYMBOLS SECTION CALLOUT �J POINT OF CONNECTION 1 SECTION DESIGNATION u v POINT OF DEMARCATION )()O()( SHEET NUMBER AX REVISION CALLOUT DETAIL CALLOUT A \ DETAIL DESIGNATION A,SHEET `% KEYNOTE CALLOUT NUMBER DEMOLITION < R > EXISTING TO BE REMOVED < X > EXISTING TO REMAIN < RL > EXISTING TO BE RELOCATED < NL > EXISTING - NEW LOCATION DEMOLITION CONDUIT DEMOLITION EQUIPMENT 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 exp U.S. SERVICES INC. 407.660.0088 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 j!% ex pe PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 T. AL.X�41 ' No 76422 `l STATE OF/ CHARLES T. ALEXANDER PE 76422 REVISIONS N0. DESCRIPTION DATE DATE ISSUED: 06/19/2019 REVIEWED BY: CTA DRAWN BY: MWH DESIGNED BY: ASK PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: ELECTRICAL LEGEND SHEET ID: BLDG. ID I E002 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. l 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' f r of ft is�y. I. l `. o v vvi.�in I I/G VVr14V -- vvllr� v Iv v v IIT w!'lVV V G 710 1 1 2 3 1 4 bi C C B A Q� 1 ELECTRICAL -LEVEL 2 DEMOLITION N 2 ELECTRICAL - LEVEL 2 NEW CONSTRUCTION 1/4' =1'-0' GENERAL NOTES: 1 REFER TO THE MECHANICAL DRAWINGS FOR QUANTITY AND LOCATION OF ALL RS&H DUCT -MOUNTED SMOKE DETECTORS. CONTRACTOR IS RESPONSIBLE FOR ALL CONDUIT, WIRING, AND CONNECTION OF DUCT -MOUNTED SMOKE DETECTORS. KEY NOTES 1 CONTRACTOR TO PROVIDE ADDITIONAL CIRCUIT IN EXISTING POWER POLE. 2 EXISTING CIRCUITS IN SCOPE OF WORK TO BE DEMOLISHED. BREAKERS SHALL BE TURNED OFF AND PANEL SCHEDULE DIRECTORIES UPDATED TO READ 'SPARE. 3 PROVIDE FIRE ALARM RELAY TO AUTO DOOR UPON FIRE ALARM ACTIVATION, POWER TO AUTO DOOR SHALL BE DROPPED. WHEN THIS OCCURS, DOOR SHALL STILL OPEN MANUALLY (AND CLOSE AFTER EACH OPENING) BUT POWER TO AUTO OPERATOR SHALL BE DISRUPTED. COORDINATE EXACT REQUIREMENTS WITH DOOR HARDWARE. 5 2-WAY COMMUNICATION SYSTEM PROVIDED BY OTHERS. 1 rLfM\ SCALE: N.T.S. 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-BM-M Fax 407-264-6624 www.rsandh.00m FL Cert. Nos. AA0001888' 11126000956 5620' LCC000210' GB238 expU.S. SERVICES INC. 407.660.0088 2801 WesMM Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 i• "ex pe PROJECT TITLE: Advendieelth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 No 76422 _ • STATE OF ���'''•.FCORIOp`.•''G� � `,s�/0NAL �\\\.��. CHARLES T. ALEXANDER PE 76422 REVISIONS DATE ISSUED: 06/19/2019 REVIEWED BY: CTA DRAWN BY: MWH DESKO ED BY: ASK PROJECT NUMBER: 50"232-000 0 2019 RS&H, INC. SHEET TITLE: ELECTRICAL LEVEL 2 - DEMOLITION AND NEW CONSTRUCTION PLAN SHEET ID: BLDG. ID El 02 PROJECT STATUS: CONSTRUCTION DOCUMENTS Copyright 0 2019. This hawing is an im*wnent of service and property of RS&H, im. Any use or reproduction Without the 3" SCALE 0 3" 6' 1' 1 1 /2' SCALE expressed written ooresent of this corporation is prohNW. AN do reserved Emmmmomi 3/8" SCALE 3' 0 18' 3' 6' 1/4" SCALE 4' 0 2' 4' 8' 1 /8' SCALE 8' 0 4' 8' 16' Go Ri EV T N O 4 � A i @Xp mW wribn CaiS d Of to cmpaation Is proh&W AN n0ft reserved •, ,,••• •_•. • • ,•••• •" - - - - ' ' -- --- ....�,�� ., ., v 1 1 2 1 3 I 4 1 5 k 10. J 0 c B A N N 1 0 N (1) I N LIGHTING LEVEL 2 DEMOLITION lw=ra (I 2 LIGHTING LEVEL 2 NEW CONSTRUCTION 11I•=1'-0' KEY NOTES 401 PROVIDE A MASTER SWITCH THAT WILL CONTROL LIGHT FIXTURES IN CHEMO-200, ANTE-201, AND NIPREP =. ,w,,v i SCALE: N.T.S. 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407493-5800 Fax 407-264-6624 www.mandh.com FL Cert. Nos. AAC001886' IB26000956 5620' LCCO60210 `G8238 exp U.S. SERVICES INC. 407.660.0088 2601 wesMM Lane Maitland, FL 32751 U.S.A www.exp.c orn 2019111 CA # 29701 •81, e• 94•0 ex pe PROJECT TITLE: AdventHea th - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 T. A�Fk %CENS No 76422 O.c� •, STATE OF •!(� ���s'••FZORIOP. •''G��� CHARLES T. ALEXANDER PE 76422 REVISIONS ND. D TION DATE DATE ISSUED: 06/19/2019 REVIEWED BY: CTA DRAWN BY: MWH DESIGNED BY: ASK PROJECT NUMBER: 50"232-M 0 2019 RS&H, INC. SHEET TITLE: ELECTRICAL LEVEL 2 - DEMOLITION AND NEW LIGHTING PLAN SHEET ID: BLDG. ID E202 PROJECT STATUS: CONSTRUCTION DOCUMENTS a Copyright 0 2019. This drawing is an instnunent of service and properly of RS&H, Inc. Any use or reprod4on wil W the expressed written consent of this corporation is WdgxW. AN 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' f k E 3 4 5 P J J' 0 L COPPER FEEDER SCHEDULE FEEDER DESIGNATION No. OF SETS PHASE CONDUCTORS (PER SET) N NEUTRAL CONDUCTOR (PER SET) G GROUND CONDUCTOR (PER SET) SG SYSTEM BONDWG DUMBER (PER SET) P NEUTRAL SERVICE CONDUCTOR (PER SET) I ISOLATED GROUND CONDUCTOR (PER SET) CONDUIT SIZE -CONDUIT IMC, TYPES ENT, GRS, SCH 40 PVC FMC, LFMC, CONDUIT SIZE - CONDUIT SCH 80 PVC TYPES 3 PHASE NEUTRAL A GROUND 'NG','NSG' (PER SET) 3 PHASE & GROUND'G' MET) 3 PHASE NEUTRAL, GROUND & ISOLATED GROUND 'NGr,'NSGI' (PER SET) 3 PHASE NEUTRAL & GROUND w, ww (PER SET) 3 PHASE & GROUND V (PM SET) 3 PHASE NEUTRAL, GROUND & ISOLATED GROUND 749,'NSG' (PER SET) 15 1 3#12 1#12 1#12 1#8 1#12 314' 314' 314' 3/4" 314' 314' 20 1 3#12 1#12 1#12 1#8 1#12 3/4' 314' 314' 31,r 314" 314" 30 1 3#10 1#10 1#10 1#8 1#10 3/4' 314' 314' 314' 3/4' 3/4' 40150 1 3 # 8 1 # 8 1 # 10 1 # 8 1 # 10 3/4' 314' 1' 1' 3/4' 1' 60 1 3 # 6 1#6 1 # 10 1 # 8 1 # 10 1' 314" 1' 1' 1' 11/4' 70/80 1 3# 4 1# 4 1# 8 1# 8 1# 8 11/4" 1' 11/4' 11/4' 1 1/4" 11/4' 100 1 3#2 1#2 1#8 1#6 1#8 1#8 11/C 11/4' 111? 1112' 11/4' 11/2' 115 1 3#2 1#2 1#6 1#8 1#8 1#6 11/4' 11/4' 11/7 1117 11/4' 11/7 130 1 3#1 1#1 1#6 1#6 1#6 1#6 1117 11/2' 11/7 7 11/2' 7 150 1 3#1/0 1#110 1#6 1#6 1#6 1#6 2" 11/2' 7 7 11/2' 7 175 1 3#2/0 1#210 1#6 1#4 1#4 1#6 7 11I7 7 7 7 7 200 1 3# 3/0 1# 3/0 1#6 1# 4 1# 4 1#6 2' 7 7 21/2" 7 21/7 225 1 3#410 1#410 1#4 1#2 1#2 1#4 21/2' 7 21/2' 2117 7 21/7 250 1 3 # 250 1 # 250 1 # 4 1 # 2 1 # 2 1 # 4 21/2' 7 21/7 3' 21/2" 3" 300 1 3#350 1#350 1#4 1#2 1#2 1#4 3' 2112" 7 3' 3' 3' 350 1 3#500 1#500 1#3 1#110 191/0 1#3 4' 3' 4' 4' 3' 4" 400 2 3#310 1#3/0 1#3 1#1/0 1#110 1#3 2' 7 21/2' 21/2' 7 2112" 460 2 3#410 1#4/0 1#2 1#110 1#1/0 1#2 21/7 7 21/7 2117 7 21/2" 500 2 3 # 250 1 # 250 1 # 2 1 # 1/0 1 # 1/0 1 # 2 21/2" 21/2' 3' 3' 21/2' 3' 600 2 3 # 350 1 # 350 1 # 1 1 # 210 1 # 210 - 3' 21/7 - 3' 3' - 700 2 3 # 500 1 # 500 1 # 1/0 1 # 2/0 1 # 210 - 4' 3' - 4' 3' - 800 3 3 # 300 1 # 300 1 # 1/0 1 # 210 1 # 2/0 - 3' 21/7 - 3' 2117 - 1000 3 3 # 400 1 # 400 1 # 2/0 1 # 310 1 # 310 - 3" 3' - 4' 3' - 1200 4 3 # 350 1 # 350 1 # 310 1 # 410 1 # 410 - 3' 21/2' - 3' 3' - 1600 5 3 # 400 1 # 400 1 # 410 1 # 250 1 # 250 - 3" 3' - 4' 3' - 2000 6 3 # 400 1 # 400 1 # 250 1 # 300 1 # 300 - 3' 3' - 4' 3' - 2500 7 3 # 500 1 # 500 1 # 350 1 # 500 1 # 500 - 4' 3' - 4' 4' - 3000 8 3 # 500 1 # 500 1 # 400 1 # 500 1 # 500 - 4' 3'- 4000 11 3 # 500 1 # 500 1 # 500 2 # 350 1 # 500 - 4' 4' - 4' 4' - EXAMPLES: 1. 15ONG = INDICATES 1 SET OF 4# 1/0 + 1# 6 GROUND CONDUCTOR PER SET. 2. 500P = INDICATES 2 SETS OF 3 # 250KCMIL AND 1 # 1/0 PARTIAL NEUTRAL CONDUCTOR PER SET. 3. 30ONNG = INDICATES 5 # 350KCMIL AND 1 # 4 GROUND CONDUCTOR LIGHTING FIXTURE SCHEDULE TYPE LIGHTING DESCRIPTION ELECTRICAL DATA LTMINAIRE DATA MANUFACTURER MODEL NUMBER MOUNT NOTES VOLTAGE TYPE "KR1 lx4 MEDICAL CLEAN ROOM TROFFER fIVA 120/277V LED 4000 K H.E. WILLIAMS MCTF-14-L7WO-C&WI2125-TG•DIM-UNV RECESSED R2 2x2 MEDICAL CLEAN ROOM TROFFER 1' "Z 7V LED 4000 K H.E. WILLIAMS MCTF-224.95J840• ,&W12125-T-DIM-IINV. RECESSED v-0 EQUIPMENT CONNECTION SCHEDULE ID EQUIPMENT DESCRIP rK)N VOLTAGE PHASE 0 STARTER TYPE DISCONNECTING MEANS CIRCUITED TO PANEL FEEDER OR BRANCH WIRE SIZE NOTES AHU UV LIGHT AHU W LIGHTS 120 V 1 NIA HMS 2EQLA 2012, #12G, Y40C AHU-P1 AIR HANDLING UNIT 480 V 3 VFD ID 2EQHA 15G 3 HP EF-P1 EXHAUST FAN 480 V 3 VFD FD 2EQHA 15G 1-1/2 HP EQUIPMENT CONNECTION SCHEDULE GENERAL NOTES B A VERIFY ALL MCA AND MOCP REQUIREMENTS WITH SUBMITTED AND APPROVED EQUIPMENT PRIOR TO ELECTRICAL. ROUGH4N. B. REFER TO SPECIFICATIONS FOR SPECIFIC REQUIREMENTS AND SCOPE FOR CONTROL WIRING, LINE WIRING, STARTERS, AND DISCONNECTS. C. VERIFY ALL INSTALLATION REQUIREMENTS WITH EQUIPMENT INSTALLER PRIOR TO ROUGH -IN. D. REFER TO MECHANICAL SPECIFICATION'COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT' FOR SCOPE REQUIREMENTS REGARDING STARTERS AND DISCONNECTS. E. REFER TO PLUMBING SPECIFICATION "COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT' FOR SCOPE REQUIREMENTS REGARDING STARTERS AND DISCONNECTS. F. LOCATIONS OF DISCONNECTS FOR EACH PIECE OF EQUIPMENT MAY NOT BE SHOWN ON PLANS. IF DISCONNECT FOR EQUIPMENT IS NOT SHOWN, CONTRACTOR TO FIELD COORDINATE LOCATION IN ACCORDANCE WITH CODE. G. DISCONNECTING MEANS - . 'DR DESIGNATES 20A,12DV DUPLEX RECEPTACLE,'SR DESIGNATES 20A,12DV SIMPLEX RECEPTACLE, WEMA X)W DESIGNATES NEMA PLUG TYPE AND AMPERAGE, 'HPRS' DESIGNATES HORSEPOWER RATED SWITCH, 'FD' DESIGNATES A FUSED DISCONNECT, WF DESIGNATES A NON -FUSED DISCONNECT, 'L' DESIGNATES LOCKABLE CIRCUIT BREAKER VERIFY CONNECTION REQUIREMENTS WITH DIVISION 22 AND 23, CONTRACTORS PRIOR TO ROUGH -IN. H. FUSED DISCONNECTS SHALL HAVE FUSES SI2ED AS LISTED ON EQUIPMENT NAMEPLATE, OTHERWISE MATCH UPSTREAM OVERCURRENT DEVICE IF NO MAXIMUM OVERCURRENT SIZE LISTED ON EQUIPMENT, UNLESS NOTED OTHERWISE. I. FOR ALL EQUIPMENT WITH NON -INTEGRAL STARTEWDISCONNECTIVFD, CONTRACTOR SHALL RUN CONDUIT AND WIRE FROM PANEL TO STARTERIDISCONNECTNFD AND THEN FROM STARTERIDISCONNECTIVFD TO EQUIPMENT. J. STARTER TYPE DESIGNATIONS: FVNR - FULL VOLTAGE NON -REVERSING, RVSS - REDUCED VOLTAGE SOLID STATE, VFD - VARIABLE FREQUENCY DRIVE, INTEGRAL - STARTER IS INTEGRAL TO EQUIPMENT OR COMES FROM THE FACTORY WITH FACTORY MOUNTED STARTER, NA - NOT APPLICABLE. K REFER TO FEEDER SCHEDULES FOR FEEDER WIRE SIZES. - A THIS SPACE ARE EXISTING TO REMAIN. ......._._.............. ... .__..........._... _.. _...... _.... __.._.__. 2NHA 2NLA 2CHA 2CLA 2EQHA: 2EQLA 2LSHA 2LSLA T 2CLA T 2EQLA ....__...__...._. T-2NLA (ABOVE) T-2LSLA (ABOVE GENERAL NOTES: 1 ONE LINE DIAGRAM IS NOT BEING ALTERED IN SCOPE OF WORK SHOWN FOR REFERENCE ONLY. 2 ONE LINE DIAGRAM WAS CONSTRUCTED USING AS -BUILT DRAWINGS AND MAY NOT REFLECT EXISTING CONDITIONS. CONTRACTOR TO VERIFY FIELD CONDITIONS. A LEVEL 2 ELECTRICAL CLOSET A EXISTING SURGE A PROTECTION DEVICE NEW SURGE NEW SURGE - - ; PROTECTION DEVICE PROTECTION DEVICE PANEL PANEL PANEL PANEL 2LSLA 3 2CLA 2LC1 2EQLA ; ! I ; ----------- I I i I , I I ; 10,000 AIC p 10,000 AIC i p� 10,000 AIC 3,311 SCA N 3,316 SCA I L 3,315 SCA ------------ ._____r_____. ----------- 1 1 4#4,1#BG,1-1/4'C I 1 I I I 1 I 1 , 02,10GI-1/21C 4#1/0,1#4G,2'C ; �4#2,1#6G,1-1/2"C EXIT. TRANSFORMER 7-2LSLA' EXIST. TRANSFORMER 7-2CLA' - - - ; - - - - - , EXIST. TRANSFORMER 7-2EQLA' 30 kVA ,�_ 45 kVA .f,;,�� 30 kVA 48OV, 3P, 3W 480V, 3P, 3W 48OV, 3P, 3W 208Y/12OV, 3P, 4W, Y SECONDARY I 208Y/12OV, 3P, 4W, Y SECONDARY I 2MY112OV, 3P, 4W, Y SECONDARY 1 1 I I 1#8 4~- 1#6 1#8 I , I 3#6,1#10G,1'C 3#4,1#8G,1-114"C A 3#6,1#10G,1'C Q , 1 1 I 1 I 1 , f I I ,- NEW SURGE NEW SURGE PANELEXISTING PROTECTION DEVICE E �AnE PANEL PROTECTION DEVICE 2LSHA 2CHA 2EQHA I I i I 35,000 AIC ; 35,000 AIC 35,000 AIC o 22,362 SCA ; ; 22,628 SCA 22,875 SCA co) , I I , I 1 @f ; z : - --------------------------- --- - EXIST. DIST. PANEL EAB EXIST. DIST. PANEL ECB EXIST. DIST. PMEL'EQB' PANEL 250A BUS c> 800A BUS <; 600A BUS } 2NLA 480YrZM W 17513 480YON W ` 480YFZRV 3P 4W 175/3 ; II ; ------------------- -------�'-- ; ;---------------------��-----_Q,-. J-�-------a-- ' --------------------- 10,0W AIC r r 3,390 SCA ' -- - - - -- -- - 65,000 AIC 66,000 AIC 65,000 AIC 27,766 SCA ; 28,779 SCA ; 28,779 SCA I I 1 J a _______---_' _-__________. a______ ' ' ' I � , 1 , Z I 1 4#500,1#2G,3'C (3 SETS) 31I35Q1#2/OG,3'C (2 SETS) 4#350,1#1/OG,3'C TO GEN. TO GEN. TO GEM. EXIST. TRANSFORMER 7-2NLA' -- - - - t - -- - - ; I CONTROL I CONTROL CONTROL 45 kVA 48OV,3P,3W _ __ r----- --- �-, ,----- ---- ---- -- , 208Y/120V, 3P, 4W, Y SECONDARY v"� ; , r---; ----J L ATS EAB ; L ATS ECB L ; ATS EQB 1#6 480V, 250A, 3P 480V, SWA, 3P 48OV, WK 3P - -- 4•POLE 69M 4-POLE, 65kAIC 3-POLE 65kNC N E EQUIP. SERVED'LIFE SAFETY' N E ' EQUIP. SERVED'CRRICAL' ; N E EQUIP. SERVED'EQUIPMENT L-- - 1--1 ----32,224SCA �--�----�--= 33,186SCA G-------�--� 33,277SCA L----------------------------------------- I 4#500,1#2G,3'C I EXISTING ---------- -------JI :L ---------------------------------------------------------------------- I I I PANELI I I I 2NHA I I I I (3 SETS) 3#=,I#M,3'C 65,000 AIC ; - I I , ---------------------------------------------------� 34,475 SCA I I 1 , 1 I I I 1 -l----------------------------------------------------------- ,III1III IIII,II ----------------- (2 SETS) 4#01#1/OG 3'C 4#500,1#ZG3C (3 SETS) 3#W,1#ZVG,3'C-; (2 SETS) 4#350,1#1/0G,3'C I I I I I EXIST. DIST. PANEL'MSB' EXIST. DIST. PANEL'GDP' I 4000A BUS t >, 0. 0 01. 1200A BUS ti r. i >. 0- 480Y1277V W 225%3 25M 80013 60013 ; 250/3 600/3 No �A c s- t r r' c 480Y/477V,3P,4W I I I e - -- ----- ---------------------------0--------- ------ &- ----- a �- --- - ._...... __------------- ,...._�... ---._..._.. _�, a_._......__....._._.__ ; 1 4000/3 65,000 AIC 65,000 AIC 59,738 SCA 6,561 SCA 1 (4 SETS) 4#500,1#250G, 3-1/2"C (AL) -------------------------------------- I 1 ' I i I , ' I GENERATOR'EXISTING' ' 1200/3 480Y1277V,3P,4W 1 1 75oKw-------------- - SERVICE TRANSFORMER'UTIL17Y - - - - - - - 480Y/277V, 3P, 4W SECONDARY 1 ' , T �--------------------------------------------------- PARTIAL ONE LINE DIAGRAM o . Copyright 0 2019. This drawing is an instrument of seivioe and property of RS&H, Inc. Any use or mpro&cdon wtitW tiro 3" SCALE 0 3" 6' 1' 1 10 SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 180 3' 6' 1 /4' SCALE V 0 2' 4' 8' expressed written consent of this corporation is prohiiU. AN rights reserved. 1 /8" SCALE 8' 0 4' 8' 16' 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893 W Fax 407-264-Va4 wwwnamb.com FL Cat. Nos. AAC001886' IB260009% 5620' LCC000210' GB238 exp U.S. SERVICES INC. 407.660.0088 2601 WesffiaN Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 s• exp. PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 II11111til No 76422 _* * _- i O.c� •, STATE OF �••'•.FtORIDPZONAL .•'•• C� CHARLES T. ALEXANDER PE 76422 REVISIONS NO. DESCRIPTION DATE 1 AHCA COMMENTS 07/02/19 DATE ISSUED: 00 9/2019 REVIEWED BY: CTA DRAWN BY: MWH DESIGNED BY: ASK PROJECT NUMBER: 50N-0232-000 SHEET TITLE: ELECTRICAL ONE -LINE D IAG RAM AND SCHEDULES SHEET ID: BLDG. ID E500 PROJECT STATUS: CONSTRUCTION DOCUMENTS. t I I II I Il t I 'I HM7 1 11 ' 111 I I 11,11 1 1 1 I I 2 1 3 � 'III 'IA'�I'lll 1L '� _ I I I I� I 11III 111!_1 � _ _ __ i I I I I I _ I! _I'�Il�lf�� "' •' 4 1 A C B A RELOCATED FROM CIRCUIT 32 Al Existing Branch Panel: 2EQHA VOLTAGE: 480Y/277V, 3PH, 4W BUS RATING: 225 A MAIN: M.L.O. BRANCH TYPE: EQUIPMENT 9-6-OPT: ST - SHUNT TRIP AF -ARC FAULT CIRCUIT INTERRUPTER GF - GROUND FAULT CIRCUIT INTERRUPTER FR -100% RATED L - LOCKABLE EP - EQUIPMENT GROUND FAULT (3OmA) A.I.C. RATING: 35,000 AIC SPECIAL OPTIONS: SURFACE LOAD TYPE CKT NO LOAD SERVED CB P �CB OPT A B C CB OPT P I CB LOAD SERVED CKT NO LOAD TYPE - 1 RTU - 2A 25 3 - 3700 1200 - 2 15 UV LIGHTS - RTU 2 - 3 3700 1200 4 5 3700 0 - 1 20 SPARE 6 - - 7 EF - 2A 15 3 - 1300 0 - 1 20 SPARE 8 - 9 1300 0 - 1 20 SPARE 10 - 11 1300 0 - 1 20 SPARE 12 - - 13 EF - 2B 15 1 - 1300 0 - 1 20 SPARE 14 - - 15 T - 2EQLA 50 3 - 700 0 - 1 20 SPARE 16 - 17 400 0 - 1 20 SPARE 18 - 19 400 0 - 1 20 SPARE 20 - - 21 SPARE 20 1 - 0 0 - 1 20 SPARE 22 - - 23 SPARE 20 1 - 0 0 - 1 20 SPARE 24 - - 25 SPARE 20 1 - 0 0 - 1 20 SPARE 26 - - 27 SPARE 20 1 - 0 0 - 1 20 SPARE 28 -- - 29 SPARE 20 1 - 0 0 - 1 20 SPARE 30 - - 31 SPARE 20 1 - 0 0 - 3 20 SPD 32 - - 33 SPARE 20 1 - 0 0 34 - 35 SPACE - - -- 0 0 36 HVAC 37 AHU-P1 15 3 1330 831 3 15 EF-PI 38 HVAC 39 1330 831 40 41 1330 1 831 42 TOTAL LOAD: 10 kVA 9 kVA 8 kVA .. S) TED DEMAND FACTOR LEGEND - , x , Spare 20200 VA 20200 VA ELEVATOR PER NEC 620.14 MOTOR 100%;- All HVAC 6483 VA 6483 VA HOTEL PER NEC 220.42 HEAT 100%ATAf a, KITCHEN PER NEC 220.56 MISC 100% 26683 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% TAL•W 266$3 VA RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125°10.T s 2 ��_ 480Y/277V, 3PH, 4W UNIT PANEL PER NEC 220.84 NON -COINCIDENT... 100%'.'. J X-RAY PER NEC 517.73(2)�'.; .=- 32 A Notes: FOR 15/3 BREAKERS FEEDING AHU-P1 AND EF-P1, PROVIDE IN -LINE SURGE PROTECTION DEVICE TO BE MOUNTED AND INSTALLED AT THE EQUIPMENT. PROVIDE SSI MODEL'RES3Y2-52', Al /� CB OPT: ST - SHUNT TRIP Existing Branch Panel: 2EQLA AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: VOLTAGE: 208Y/12OV, 3PH, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER 10,000 AIC BUS RATING : 100 A FR -100% RATED SPECIAL OPTIONS: L - LOCKABLE MAIN: 100 A MCB EP - EQUIPMENT GROUND FAULT (30mA) SURFACE BRANCH TYPE: EQUIPMENT LOAD TYPE CKT NO LOAD SERVED CB P CB OPT A B C CB OPT P CB LOAD SERVED CKT NO LOAD TYPE - 1 UV LIGHT - RTU - 2A 20 1 - 200 0 - 3 100 MAIN 2 -- - 3 MARINE LIGHT - RTU - 2A 20 1 - 200 0 4 - 5 FCU ELEC - 2220 20 1 - 200 0 6 - 7 SPARE 20 1 - 0 0 - 1 20 SPARE 8 - - 9 DDC - RTU - 2A 20 1 - 200 0 - 1 20 SPARE _ 10 - - 11 CTU - IDF CLOSET 20 1 -- 200 0 - 1 20 E.F. - 26 12 - - 13 RECEPTACLE - ROOF 20 1 - 500 0 - 1 20 SPARE 14 - MISC; RECEPTACLE 15 RECEPTACLE - ROOF 1 AHU UV... 20 1 480 0 - 1 20 SPARE 16 - - 17 SPARE 20 1 - 0 0 - 1 20 SPARE 18 - - 19 SPARE 20 1 - 0 0 - 1 20 SPARE 20 - - 21 SPARE 20 1 - 0 0 - 1 20 SPARE 22 - - 23 SPARE 20 1 - 0 0 - 1 20 SPARE 24 - - 25 SPARE 20 1 - 0 0 - 1 20 SPARE 26 - -- 27 SPARE 20 1 - 0 0 - 1 20 SPARE 28 - - 29 SPARE 20 1 - 0 0 - 1 20 SPARE 30 - _ - 31 SPARE 20 1 - 0 0 - 1 20 SPARE 32 - - 33 SPARE 20 1 - 0 0 - 1 20 SPARE 34 - - 35 SPACE - - - 0 0 - 1 20 SPARE 36 - - 37 SPD 20 3 1 - 0 0 - - - SPACE 38 - 39 0 0 - - - SPACE 40 - 41 0 0 - - - SPACE 42 -- TOTAL LOAD: 1 kVA 1 kVA 0 kVA - -- — ; �r •. L �y tMAt+I„ LOAD 3 DEMAND FACTOR LEGEND Ti3TAL> Cc fKT0 L "D . 1980 VA � � � 1980 VA Spare 1500 VA 1500 VA ELEVATOR PER NEC 620.14 MOTOR 100°!0 MISC 300 VA 300 VA HOTEL PER NEC 220.42 HEAT 100% _ RECEPTACLE 180 VA 180 VA KITCHEN PER NEC 220.56 MISC 1000/0 RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE, - WARE,1-QP 208Y/12OV, 3PH, 4W UNIT PANEL PER NEC 220.84 NON -COINCIDENT... 1000/a X-RAY PER NEC 517.73(2) 5 A Notes: FOR NEW 20/3 BREAKER FEEDING ROOF RECEPTACLE AND AHU UV LIGHT, PROVIDE IN -LINE SURGE PROTECTION DEVICE TO BE MOUNTED AND INSTALLED AT THE EQUIPMENT. PROVIDE SSI MODEL'U-SPT2-1P1-20-WX'. Al GENERAL NOTES: 1 ALL ITEMS ON PANEL SCHEDULES SHOWN IN BOLD ARE NEW EXISTING 20/3 SPARE AT CIRCUIT 32 TO BE RELOCATED TO CIRCUIT 33 A CB OPT : ST- SHUNT TRIP Existing Branch Panel: 2CHA AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: VOLTAGE: 480Y/277V, 3PH, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER 35,000 AIC 1 BUS RATING: 225 A FR LOCO% RATED L -LOCKABLE SPECIAL OPTIONS: MAIN: M.L.O. EP - EQUIPMENT GROUND FAULT (3OmA) SURFACE BRANCH TYPE: CRITCAL CKT CKT LOAD TYPE NO LOAD SERVED CB P CB OPT A B C CB OPT P CB LOAD SERVED NO LOAD TYPE 1 9000 2400 - 1 20 LIGHTING RM 2206 2 - - 3 T - 2CLA 70 3 - 9200 2400 - 1 20 LIGHTING RM 2214 4 - 5 10000 2400 - 1 20 LIGHTING RM 2231 6 _ - - 7 LIGHTING - HOSPITAL 20 1 - 1800 2400 - 1 20 LIGHTING - ORTHO 8 - LIGHTING 9 LIGHTING - PHARMACY CLEAN RMS 20 1 455 2400 - 1 20 LIGHTING - ORTHO 10 _ - - 11 SPARE 20 1 - 0 0 - 1 20 SPARE 12 - - 13 SPARE 20 1 - 0 0 - 1 20 _ SPARE 14 - - 15 SPARE 20 1 - 0 0 - 1 20 SPARE 16 - 1 -- 17 SPARE 20 1 - 0 0 - 1 20 SPARE 18 - - 19 SPARE 20 1 - 0 0 - 1 20 _ SPARE 20 - - 21 SPARE 20 1 - 0 0 -_ 1 20 SPARE 22 - - 23 SPARE 20 1 - 0 0 - 1 20 SPARE 24 - - 25 SPARE 20 1 - 0 0 - 1 20 SPARE 26 - - 27 SPARE 20 1 - 0 0 - 1 20 SPARE 28 - - 29 SPARE 20 1 - 0 0 - 1 20 SPARE 30 - - 31 SPARE 20 1 - 0 0 - 1 20 SPARE 32 - - 33 SPACE - - - 0 0 - - - SPACE 34 - - 35 SPACE - - - 0 0 - - - SPACE 36 - - 37 SPACE - - - 0 0 38 - 39 SPACE - - - 0 0 - 3 20 SPD 40 - - 41 SPACE - - - 0 1 0 42 TOTAL LOAD: 16 kVA 14 kVA 12 kVA r DEMAND FACTOR LEGENDA= 3 LIGHTING 455 VA 569 VA ELEVATOR PER NEC 620.14 MOTOR 100% Spare 42000 VA 42000 VA HOTEL PER NEC 220.42 HEAT 100%x KITCHEN PER NEC 220.56 MISC 100% ''��� LOAD 42455 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% T*T$L,. OWD LOAD 42569 VA RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125°Jo 480Y/277V, 3PH, 4W UNIT PANEL PER NEC 220.84 NON -COINCIDENT... 1000% A 't"W X-RAY PER NEC 517.73(2) P : ': 51 A Notes: /� CB OPT: ST - SHUNT TRIP Existing Branch Panel: 2LSLA AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: VOLTAGE: 208Y/120V, 3PH, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER 10,000 AIC BUS RATING : 100 A FR -100% RATED SPECIAL OPTIONS: L - LOCKABLE MAIN: 100 A MCB EP - EQUIPMENT GROUND FAULT (30mA) SURFACE BRANCH TYPE: LIFE SAFETY LOAD TYPE CKT NO LOAD SERVED CB P �CBOPT A B C CB OPT P CB - 1 AP - 2 -1 20 1 - 200 0 - 3 FATC COMM 2221 20 1 -- 200 0 - 3 100 MAIN - 5 SPARE 20 1 - 0 0 - 7 SPARE 20 1 - 0 0 - 1 20 SPARE - 9 SPARE 20 1 - 0 0 - 1 20 SPARE - 11 SPARE 20 1 - 0 0 - 1 20 SPARE - 13 SPARE 20 1 - 0 0 1 20 SPARE - 15 SPARE 20 1 - 0 0 _- - 1 20 SPARE - 17 SPARE 20 1 - 0 0 - 1 20 SPARE -- 19 SPARE 20 1 - 0 0 - 1 20 SPARE - 21 SPARE 20 1 - 0 0 - 1 20 SPARE - 23 SPARE 20 1 - 0 0 - 1 20 SPARE - 25 SPARE 20 1 - 0 0 - 1 20 SPARE - 27 SPARE 20 1 1 - 0 0 - 1 20 SPARE - 29 SPARE 20 1 - 0 0 - 1 20 SPARE - 31 SPARE 20 1 - 0 0 -- 1 20 SPARE MISC 33 AUTOMATIC DOORS - PHARMACY 20 1 1 1500 0 - 1 20 SPARE - 35 SPACE - - - 0 0 - 1 20 SPARE - 37 SPD 20 3 1 - 0 0 - 1 20 SPARE 39 0 0 - - -- SPACE 41 0 0 - - - SPACE TOTAL LOAD: 0 kVA 2 kVA 0 kVA as , ONS- f MINE .-. Al CTfA... , <: m _.... LAQ .. Spare 400 VA 400 VA DEMAND FACTOR LEGEND ELEVATOR PER NEC 620.14 MOTOR 100% MISC 1500 VA 1500 VA HOTEL PER NEC 220.42 HEAT 100% KITCHEN PER NEC 220.56 MISC 100% TY3TAL RECEPTACLE PER NEC 220.44 LIGHTING 125% TQTAL;IEN RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE UNIT PANEL PER NEC 220.84 NON -COINCIDENT... 100% { X-RAY PER NEC 517.73(2) P111iE Notes: ED LOAD 1900 VA »� 1900 VA 208Y/120V, 3PH, 4W 5A 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 * LCCO60210 * GB238 exp U.S. SERVICES INC. 2soi vvestnan Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 "ex pe AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 ST AL CENSF Qom\ CJ • `'O i No 76422 Q STATE OF L!� CHARLES T. ALEXANDER PE 76422 REVISIONS NO. DESCRIPTION DATE 1 AHCA COMMENTS 07/02/19 DATE ISSUED: 06/19/2019 REVIEWED BY: CTA DRAWN BY: MWH DESIGNED BY: ASK PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: ELECTRICAL PANEL SCHEDULES SHEET ID: BLDG. ID E501 N_ O N Co N 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 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. -ter- - - - - - - - - �- - --�� 7�— - --- " lqq 1 11 -1 L— 1 I 1 111 I' I,L Ulf II Im ILf I - II 1 2 3 4 Wi 0 C .11 A CB OPT : ST - SHUNT TRIP Existing Branch Panel: 2LC1 AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: VOLTAGE: 208Y/120V, 3PH, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER 10,000 AIC BUS RATING: 60 A FIR -100% RATED SPECIAL OPTIONS: L - LOCKABLE MAIN: 60 A MCB EP - EQUIPMENT GROUND FAULT (30mA) RECESSED BRANCH TYPE: CRITICAL LOAD TYPE CKT NO LOAD SERVED CB P I CB OPT A B C CB OPT P CB LOAD SERVED CKT NO LOAD TYPE - 1 WALL LIGHT BED 1 - 5 20 1 - 1200 1200 - 1 20 WALL LIGHT BED 6 -10 2 - RECEPTACLE 3 PHARMACY -RECEPTACLE 20 1 360 540 - 1 20 RECEPTACLES 4 -- RECEPTACLE 5 PHARMACY - RECEPTACLE 20 1 540 360 - 1 20 REFRIG. 2708 6 - - 7 RECEPTACLES BED 5 20 1 - 360 360 - 1 20 RECEPTACLES BED 2 8 - - 9 RECEPTACLES BED 4 20 1 - 360 360 - 1 20 RECEPTACLES BED 1 10 - - 11 RECEPTACLES BED 3 20 1 - 360 360 - 1 20 RECEPTACLES BED 6 12 - - 13 RECEPTACLES BED 8 20 1 - 360 540 - 1 20 RECEPTACLES BED 7 14 - _ - 15 RECEPTACLES BED 9 20 1 - 360 180 - 1 20 GFI 2708 16 - - 17 RECEPTACLES BED 10 20 1 - 360 360 - 1 20 GFI NURSERY STATION 18 - - 19 PHONE BOARD / HOUSE KEEPING 20 1 - 360 540 - 1 20 RECEPTACLE XRAY / NRST... 20 - - 21 PHARM COMP. / REFRIG. 2713 20 1 - 360 720 - 1 20 RECEPTACLES 2807-12-17-19 22 - -- 23 PHARM REFRIG. 20 1 - 360 500 - 1 20 REUSE HOOD - CEILING BLOWERS 24 - - 25 ICE MAKER 20 1 - 360 500 - 1 20 HOOD - 797 PHARM 26 - 27 PHARM. HOOD EAST 20 1 - 500 360 - 1 20 RECEPTACLE 2716 - 2727 PHARM 28 - - 29 PHARM. POWER DOORS 20 1 - 500 500 - 1 20 NURSERY CALL PANEL 30 - RECEPTACLE 31 PHARMACY - HOOD 20 1 500 500 1 20 PHARMACY - HOOD 32 RECEPTACLE RECEPTACLE 33 PHARMACY - RECEPTACLE 20 1 180 460 1 20 PHARMACY - RECEPTACLE & HEPA 34 MISC; RECEPTACLE _ - 35 SPARE 20 1 - 0 0 - 1 20 SPARE 36 - - 37 SPD 20 _ 3 - 0 0 - 3 30 XFMR 38 - 39 0 0 40 41 0 0 42 - 43 _ SPACE -- -- -- 0 0 - - _ - SPACE -- - 44 - _ - 45 SPACE -- -- -- 0 0 - - - SPACE 46 - - 47 SPACE -- -- -- 0 0 - - - SPACE 48 - - 49 MAIN BREAKER 60 3 -- 0 0 - 1 20 'SPARE 50 - 51 0 0 - 1 20 SPARE 52 - 53 0 0 - 1 20 SPARE 54 - —_ TOTAL LOAD: 7 kVA 5 kVA 4 kVA PAL CALCULA+tS : CONI+II=CTID IEMAINQ : DEMAND FACTOR LEGEND T TOTAL CTE-0i°Eii LOW; °, 15720 VA TOTAL p I _ ,OAR 15720 VA ,TA k' 208Y/120V, 3PH, 4W SPARE I CAPA=I � { a 44 A -- — Spare 13180 VA 13180 VA ELEVATOR PER NEC 620.14 MOTOR 100% MISC 100 VA 100 VA HOTEL PER NEC 220.42 HEAT 100% RECEPTACLE 2440 VA 2440 VA KITCHEN PER NEC 220.56 MISC 100% RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% UNIT PANEL PER NEC 220.84 NON -COINCIDENT... 100% --- — X-RAY PER NEC 517.73(2) Notes: EXISTING CIRCUITS IN SCOPE OF WORK TO BE DEMOLISHED. BREAKER SHALL BE TURNED OFF AND PANEL SCHEDULE DIRECTORY UPDATED TO READ'SPARE'. NO NEW LOAD SHALL BE ADDED TO PANEL. ALL LOADS SHOWN IN BOLD ARE EXISTING LOADS THAT CURRENTLY EXIST ON THIS PANEL. NO ADDITIONAL LOAD IS BEING ADDED TO PANEL. ExistingBranch Panel: CB OPT: ST-SHUNT TRIP 2LN1 AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: VOLTAGE: 208Y/120V, 3PH, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER 10,000 AIC BUS RATING: 225 A FIR-100% RATED SPECIAL OPTIONS: L - LOCKABLE MAIN: M.L.O. EP - EQUIPMENT GROUND FAULT (30mA) RECESSED BRANCH TYPE: NORMAL LOAD TYPE CKT NO LOAD SERVED CB P CB OPT A B C I CB OPT P CB LOAD SERVED CKT NO LOAD TYPE - 1 EXHAUST FAN 2711 20 1 - 800 540 - 1 20 RECEPTACLES ROOM 2716 2 - - 3 OUTSIDE VENDING MACHINE 20 1 - 360 0 - - - SPACE 4 - - 5 VENDING MACHINE CANOPY 20 1 - 360 0 - - - SPACE 6 - - 7 VENDING MACHINE 2700 20 1 - 360 540 - 1 20 TV RECEPTACLE BEDS 1 - 5 8 _ - - 9 RECEPTACLES 2702 - 03 - 04 - 06 20 1 - 720 540 - 1 20 TV RECEPTACLE BEDS 6-10 10 - - 11 RECEPTACLES 2701 -17, GFI 20 1 - 540 360 - 1 20 RECEPTACLES 2709 12 - - 13 RECEPTACLES BED 6, 7, 8 20 1 - 720 540 - 1 20 RECEPTACLES 2708 - 09, NRSE STA. 14 - - 15 RECEPTACLES BED 9,10 20 1 - 720 360 - 1 20 RECEPTACLES NURSE STATION 16 - - 17 RECEPTACLES BED 3, 4, 5 20 1 - 720 360 - 1 20 WATER COOLER 2700 18 - - 19 RECEPTACLES BED 1, 2 20 1 - 720 360 - 1 20 RECEPTACLES ROOM 2700, 2706 20 - - 21 RECEPTACLES MICRO. 2710 20 1 - 540 360 - 1 20 RECEPTACLE AT PANEL, GFI 22 - - 23 RECEPTACLE GFI 2710 20 1 - 360 0 - - - SPACE 24 - -- 25 REFRIGERATOR 2710 20 1 - 360 540 - 1 20 RECEPTACLES 2713, WATER... 26 - - 27 SPARE 20 1 - 0 540 - 1 20 RECEPTACLES 2711-12, WATER... 28 - - 29 RECEPTACLES 2720 - 22 - 23 - 26 1 20 1 - 720 1000 - 1 20 POWER POLE PHARMACY 30 _ - - 31 RECEPTACLES 2716 -19 - 22 20 1 - 720 360 - 1 20 COUNTER RECEPTACLE PHARM 32 - - 33 RECEPTACLES 2716 - 25, EF - 2 & 3 20 1 - 1440 680 - 1 20 QUAD RECEPTACLE PHARM 34 - - 35 HOOD FAN 20 1 - 800 0 - - - SPACE 36 - - 37 _ HOOD FAN 20 1 - 800 0 - 3 20 SPD 38 1 1 - - 39 SPACE - - - 0 0 40 - 41 SPACE - - - 0 0 42 TOTAL LOAD: 7 kVA 6 kVA 5 kVA tANSt, AI»TIONS `CTiII~ANi. DEMAND FACTOR LEGEND _ -777 T A �P LOAt% �� 18840 VA — - -- TOA»1Q AD °:. - 18840 VA Ytii:TAt 208Y/120V, 3PH, 4W !ARE LOAD CAPACITY %. -- FA52 A Spare 18840 VA 18840 VA ELEVATOR PER NEC 620.14 MOTOR 100% HOTEL PER NEC 220.42 HEAT 100%� KITCHEN PER NEC 220.56 MISC 100% RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% UNIT PANEL PER NEC 220.84 NON -COINCIDENT... 100% X-RAY PER NEC 517.73(2) Notes: EXISTING CIRCUITS IN SCOPE OF WORK TO BE DEMOLISHED. BREAKER SHALL BE TURNED OFF AND PANEL SCHEDULE DIRECTORY UPDATED TO READ'SPARE'. NO NEW LOAD SHALL BE ADDED TO PANEL. CB OPT: ST - SHUNT TRIP Existing Branch Panel: 2LL1 AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: VOLTAGE: 208Y/120V, 3PH, 4W GF - GROUND FAULT CIRCUIT INTERRUPTER 10,000 AIC BUS RATING: 30 A FIR -100% RATED SPECIAL OPTIONS: L - LOCKABLE MAIN: 30 A MCB EP - EQUIPMENT GROUND FAULT (30mA) RECESSED BRANCH TYPE: LIFE SAFETY CKT CKT LOAD TYPE NO LOAD SERVED CB P CB OPT A B C CB OPT P CB LOAD SERVED NO LOAD TYPE - 1 MED. GAS ALARM 20 1 - 500 0 1 2 - 3 FIRE ALARM PANEL 20 1 - 500 0 - 3 20 SPD 4 - - 5 FIRE SPRINKLER BELL 20 1 - 500 0 1 6 - 7 EXT. WALL LIGHTS 20 1 - 1000 0 - 1 20 SPARE 8 _ - -- 9 SPACE - -- -- 0 0 - - - SPACE 10 _ - 11 SPACE -- -- - 0 0 - - - SPACE 12 - -- 13 SPACE - - - 0 0 - - - SPACE 14 _ - - 15 SPACE - - - 0 0 - - - SPACE 16 - 17 SPACE - - - 0 0 - - - SPACE 18 - - 19 SPACE - - - 0 0 - - - SPACE 20 - 21 SPACE - - - 0 0 - - - SPACE 22 - - 23 SPACE - - - 0 0 - - - SPACE 24 - - 25 SPACE - - - 0 500 26 - 27 SPACE -- - - 0 500 - 3 20 TRANSFORMER T - 3 28 - - 29 SPACE - - - 0 500 30 TOTAL LOAD: 2 kVA 1 kVA 1 kVA Pam. C!ALCUIL ATIONS"t �IECTE 1 DEMAND FACTOR LEGEND - EiAp TYPE L€iALI _ Spare 4000 VA 4000 VA ELEVATOR PER NEC 620.14 MOTOR 100% HOTEL PER NEC 220.42 HEAT 100%�� TOTAL. NNECTED LOA . TOTAL` RAND LOAD ^ : , . VOLTAGE SPARE, Q CA, % 4000 VA KITCHEN PER NEC 220.56 _ MISC 100% RECEPTACLE PER NEC 220.44 LIGHTING 125% 4000 VA RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% 208Y/120V, 3PH, 4W UNIT PANEL PER NEC 220.84 NON COINCIDENT... 100% X-RAY PER NEC 517.73(2) Notes: EXISTING CIRCUITS IN SCOPE OF WORK TO BE DEMOLISHED. BREAKER SHALL BE TURNED OFF AND PANEL SCHEDULE DIRECTORY UPDATED TO READ'SPARE'. NO NEW LOAD SHALL BE ADDED TO PANEL. 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 expU.S. SERVICES INC. 407.660.0088 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 Vft ex pe PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 OGENSF No 76422 0 STATE OF ftNAU CHARLES T. ALEXANDER PE 76422 REVISIONS N0. DESCRIPTION DATE r _ I DATE ISSUED: REVIEWED BY: DRAWN BY: 06/19/2019 CTA MWH DESIGNED BY: ASK PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: ELECTRICAL PANEL SCHEDULES SHEET ID: BLDG. ID E502 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' INEM 3/8" SCALE 3' 0 18" 3' 6' 1 /4" SCALE 4' 0 2' 4' 8' Ion iiiiiiiiiiiiiiiiiii 1/8" SCALE 8' 0 4' 8' 16' PROJECT STATUS: CONSTRUCTION DOCUMENTS lilt i 12 I __1 II' Ill I I - _ .1 J I I_ 11E .pl, q, 1.91 11 glgp t I I I I, -I I �r 2 3 4 E C A LO 0 N 0 N CB OPT : ST — SHUNT TRIP Existing Branch Panel: 2LSHA AF—ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: VOLTAGE: 480Y/277V, 3PH, 4W GF — GROUND FAULT CIRCUIT INTERRUPTER 35,000 AIC BUS RATING: 225 A FR —100% RATED SPECIAL OPTIONS: L — LOCKABLE j MAIN: M.L.O. EP — EQUIPMENT GROUND FAULT (30mA) SURFACE BRANCH TYPE: LIFE SAFETY CKT CKT LOAD TYPE NO LOAD SERVED CB P �CB OPT A B C CB OPT P CB LOAD SERVED NO LOAD TYPE_ 1 200 2900 — 1 20 LIGHTING - HOSPITAL LIFE SAFETY 2 _ - - 3 T - LSLA 70 3 — 200 0 — 1 20 SPARE 4 — 5 0 0 — 1 20 SPARE 6 - _ - 7 _ SPARE 20 1 — 0 0 — 1 20 SPARE 8 - - 9 SPARE 20 1 — 0 0 — 1 1 20 SPARE 10 - - 11 SPARE 20 1 — 0 0 — 1 20 SPARE 12 - - 13 SPARE 20 1 — 0 0 — 1 20 SPARE 14 - - 15 SPARE 20 1 — 0 0 — 1 20 SPARE 16 - - 17 SPARE 20 1 — 0 0 — 1 20 _ SPARE 18 - -- 19 SPARE 20 1 — 0 0 — 1 20 SPARE 20 - - 21 SPARE 20 1 — 0 0 — 1 20 SPARE 22 - - 23 SPARE 20 1 — 0 0 — 1 20 SPARE 24 - - 25 SPARE 20 1 — 0 0 — 1 20 SPARE 26 - - 27 SPARE 20 1 — 0 0 — 1 20 SPARE 28 - - 29 SPARE 20 1 — 0 0 — 1 20 SPARE 30 _ - - 31 SPARE 20 1 — 0 0 — 1 20 SPARE 32 - -- 33 SPARE 20 1 — 0 0 — 1 20 - SPARE — 34 - -- -- 35 SPACE — — — — — 0 0 _— — — — SPACE 36 - - 37 SPACE — — — 0 0 — — — SPACE 38 - - 39 SPACE — — — 0 0 — -- — SPACE 40 - - 41 SPACE — — — 0 0 — — — SPACE 42 — TOTAL LOAD: 3 kVA 0 kVA 0 kVA c�.. I - MA+�S�! DEMAND FACTOR LEGEND �..LA Spare 3300 VA 3300 VA ELEVATOR PER NEC 620.14 MOTOR 100% Ay HOTEL PER NEC 220.42 HEAT 100% t �— KITCHEN PER NEC 220.56 MISC 100% AqMDtQAP 3300 VA RECEPTACLE PER NEC 220.44 LIGHTING 125% TOTAL,6 3300 VA RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% V0LTAG 480Y/277V, 3PH, 4W UNIT PANEL PER NEC 220.84 NON -COINCIDENT... 100% 4WILIPADC X-RAY PER NEC 517.73(2)�*�, 4 A Notes: Existing GENERAL NOTES: 1 ALL ITEMS ON PANEL SCHEDULES SHOWN IN BOLD ARE NEW ExistingIP Branch Panel: 2NHA CB OPT : AF _ ARC FAULUNT T CIRCUIT INTERRUPTER A.I.C. RATING: VOLTAGE: 480Y/277V, 3PH, 4W GF — GROUND FAULT CIRCUIT INTERRUPTER 35,000 AIC BUS RATING: 225 A FR —100% RATED SPECIAL OPTIONS: j L — LOCKABLE MAIN: M.L.O. EP — EQUIPMENT GROUND FAULT (30mA) SURFACE BRANCH TYPE: NORMAL LOAD TYPE CKT NO LOAD SERVED CB P j CB OPT A B C CB OPT I P CB LOAD SERVED CKT NO LOAD TYPE — 1 LIGHTING - HOSPITAL 20 1 — 2700 10400 _ — 3 70 T - 2NLA 2 - — 3 SPARE 20 1 — 0 9400 4 - 5 SPARE 20 1 — 0 9600 6 — 7 SPARE 20 1 — 0 0 — 1 20 SPARE 8 — - - 9 SPARE 20 1 — 0 0 — 1 20 SPARE 10 — 11 SPARE 20 1 — 0 0 — 1 20 SPARE 12 - - 13 SPARE 20 1 — 0 0 T — 1 20 SPARE 14 - - 15 SPARE 20 1 — 0 0 — 1 20 SPARE 16 — — 17 SPARE 20 1 — 0 0 — 1 20 SPARE 18 — — 19 SPARE 20 1 — 0 0 — 1 20 SPARE 20 — — 21 SPARE 20 1 — 0 0 — 1 20 SPARE 22 - - 23 SPARE 20 1 — 0 0 — 1 20 SPARE 24 - -- 25 SPARE 20 1 — 0 0 — 1 20 SPARE 26 - - 27 SPARE 20 1 — 0 0 — 1 20 SPARE 28 - - 29 SPARE 20 1 — 0 0 — 1 20 SPARE 30 - - 31 SPARE 20 1 — 0 0 — 1 20 SPARE 32 - -- 33 SPACE — — — 0 0 — — — SPACE 34 - - 35 SPACE — — — 0 0 — — — SPACE 36 - - 37 SPACE — — — 0 0 — — — SPACE 38 - - 39 SPACE — — — 0 0 1- — SPACE 40 — — 41 SPACE — — — 0 0 —+7__ -- — SPACE 42 -- TOTAL LOAD: 13 kVA 9 kVA 10 kVA F x � E , LATI AFN ....... r ......,..., �. ... .w �......... -.. -. +'�� ......E _._. - _ DEMAND FACTOR LEGEND 3 , TQL TOT i Ik1ECTl aO ,, ; 32100 VA 32100 VA WAGE ~ 480Y/277V, 3PH, 4W SP, j,I AD CAP� WWRAAMI I 39 A Spare 32100 VA 32100 VA ELEVATOR PER NEC 620.14 MOTOR 100% HOTEL PER NEC 220.42 HEAT 100% KITCHEN PER NEC 220.56 MISC 100% RECEPTACLE PER NEC 220.44 LIGHTING 125% RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% UNIT PANEL PER NEC 220.84 NON -COINCIDENT... 100% X-RAY PER NEC 517.73(2) Notes: CB OPT: ST — SHUNT TRIP Existing Branch Panel: 2NLA AF—ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: VOLTAGE: 208Y/120V, 3PH, 4W GF — GROUND FAULT CIRCUIT INTERRUPTER 10.000 AIC BUS RATING: 225 A FR —100% RATED SPECIAL OPTIONS: L — LOCKABLE MAIN: 150 A MCB EP — EQUIPMENT GROUND FAULT (30mA) SURFACE BRANCH TYPE: NORMAL CKT CKT LOAD TYPE NO LOAD SERVED CB P CB OPT A B C _ CB OPT P CB LOAD SERVED NO LOAD TYPE — 1 RECEPTACLE RM 2801 20 1 — 400 400 — 1 20 RECEPTACLE RM 2811 2 - - _ 3 RECEPTACLE RM 2801 20 1 — 400 400 — 1 20 RECEPTACLE RM 2811 4 — 5 RECEPTACLE RM 2801 20 1 — 400 400 — 1 20 RECEPTACLE RM 2811 6 _ - - 7 RECEPTACLE RM 2801 20 1 — 200 200 — 1 20 RECEPTACLE RM 2811 8 - - 9 RECEPTACLE RM 2802 20 1 — 400 400 — 1 20 RECEPTACLE RM 2812 10 - - 11 RECEPTACLE RM 2802 20 1 — 400 400 — 1 20 RECEPTACLE RM 2812 12 - - 13 RECEPTACLE RM 2802 20 1 — 400 400 — 1 20 RECEPTACLE RM 2812 14 - - 15 RECEPTACLE RM 2802 20 1 — 200 200 — 1 20 RECEPTACLE RM 2812 16 - - 17 RECEPTACLE RM 2803 20 1 — 400 400 — 1 20 RECEPTACLE RM 2813 18 — 19 RECEPTACLE RM 2803 20 1 — 400 400 — 1 20 RECEPTACLE RM 2813 20 - - 21 RECEPTACLE RM 2803 20 1 — 400 400 — 1 20 RECEPTACLE RM 2813 22 - - 23 RECEPTACLE RM 2803 20 1 — 200 1 200 — 1 20 RECEPTACLE RM 2813 24 - - 25 RECEPTACLE RM 2804 20 1 — 400 400 — 1 1 20 RECEPTACLE RM 2814 26 - - 27 RECEPTACLE RM 2804 20 1 — 400 400 — 1 20 RECEPTACLE RM 2814 28 - - 29 RECEPTACLE RM 2804 20 1 — 400 400 — 1 20 RECEPTACLE RM 2814 30 - - 31 RECEPTACLE RM 2804 20 1 — 200 200 — 1 20 RECEPTACLE RM 2814 32 - - 33 RECEPTACLE RM 2805 20 1 — 400 400 — 1 20 RECEPTACLE RM 2815 34 - - 35 RECEPTACLE RM 2805 20 1 — 400 400 — 1 20 RECEPTACLE RM 2815 36 _ — 37 RECEPTACLE RM 2805 20 1 — 400 400 1 20 RECEPTACLE RM 2815 38 - -- 39 RECEPTACLE RM 2805 20 1 — 200 200 — 1 20 RECEPTACLE RM 2815- 41 RECEPTACLE RM 2806 20 1 — 400 800 — 1 20 RECEPTACLE RM 2201 42 - -- 43 RECEPTACLE RM 2806 20 1 -- 400 800 -- 1 20 RECEPTACLE RM 2202 44 -- -- 45 RECEPTACLE RM 2806 20 1 -- 400 200 -- 1 20 RECEPTACLE RM 2202 FRIDGE 46 -- 47 RECEPTACLE RM 2806 20 1 -- 200 200 -- 1 20 RECEPTACLE RM 2202 COFFEE 48 -- -- 49 RECEPTACLE RM 2807 20 1 -- 400 600 -- 1 20 RECEPTACLE MULTI -PURPOSE RM 50 -- -- 51 RECEPTACLE RM 2807 20 1 -- 400 200 -- 1 1 20 RECEPTACLE MULTI -PURPOSE RM 52 -- -- 53 RECEPTACLE RM 2807 20 1 -- 400 200 -- 1 20 RECEPTACLE MULTI -PURPOSE RM 54 -- -- 55 RECEPTACLE RM 2807 20 1 -- 200 200 -- 1 20 RECEPTACLE MULTI -PURPOSE RM 56 -- _ -- 57 RECEPTACLE RM 2808 20 1 -- 400 100 -- 1 20 RECEPTACLE CORR 22E3 58 --_ -- 59 RECEPTACLE RM 2808 20 1 -- 400 800 -- 1 20 RECEPTACLE JAN 2205 60 -- -- 61 RECEPTACLE RM 2808 20 1 -- 400 800 -- 1 20 RECEPTACLE NURSE STA. 2223 62 -- 63 RECEPTACLE RM 2808 20 1 -- 200 800 -- 1 20 RECEPTACLE OFFICE 2224 _ 4 -- -- 65 RECEPTACLE RM 2809 20 1 -- 400 600 -- 1 20 RECEPTACLE SOIL 2225 66 -- -- 67 RECEPTACLE RM 2809 20 1 -- 400 200 -- 1 20 RECEPTACLE EQUIP 2226 68 -- -- 69 RECEPTACLE RM 2809 20 1 -- 400 200 -- 1 20 RECEPTACLE EQUIP 2226 70 -- -- 71 RECEPTACLE RM 2809 20 1 -- 200 200 -- 1 20 RECEPTACLE EQUIP 2226 72 -- -- 73 RECEPTACLE RM 2810 20 1 -- 400 600 -- 1 20 RECEPTACLE CORR 22E4 74 -- -- 75 RECEPTACLE RM 2810 20 1 -- 400 0 -- 1 20 SPARE 76 -- -- 77 RECEPTACLE RM 2810 1 20 1 -- 400 0 -- 1 20 SPARE 78 -- -- 79 RECEPTACLE RM 2810 20 1 -- 200 0 -- 1 20 SPARE 80 -- -- 81 SPARE 20 1 -- 0 0 -- 1 20 SPARE 82 -- -- 83 SPARE 20 1 -- 0 0 -- 1 20 SPARE 84 -- TOTAL LOAD: 10 kVA 9 kVA 10 kVA `� ^ t;lILA► NECT{ I DEMAND FACTOR LEGEND Spare 28500 VA 28500 VA ELEVATOR PER NEC 620.14 MOTOR 100% HOTEL PER NEC 220.42 HEAT 100% KITCHEN PER NEC 220.56 MISC 100% T#TA11f.CT0 LOAD - 28500 VA RECEPTACLE PER NEC 220.44 _ LIGHTING 125% TOTALVEMAND LQAD 28500 VA RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VQ� i 208Y/120V, 3PH, 4W UNIT PANEL PER NEC 220.84 NON -COINCIDENT... 100% SRC LOAD C 4CITY'% X-RAY PER NEC 517.73(2) PAWLAMPS Notes: 301 E. Pine Street, Suite 350 Orlando, Florida 32801 407-893-5800 Fax 407-264-6624 www.rsandh.com FL CerL Nos. AAC001886' IB26000956 5620' LCC000210 * GB238 expU.S. SERVICES INC. 407.660.0088 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 t••60 410 •` *> ex pe PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 LICENSE' No 76422 rft O STATE OF 4 ' . !✓✓ S�CNAL i /11111111 CHARLES T. ALEXANDER PE 76422 REVISIONS No. DESCRIPTION DATE_ 1 — DATE ISSUED: 06/19/2019 REVIEWED BY: CTA DRAWN BY: MWH DESIGNED BY: ASK PROJECT NUMBER: 504-0232-000 © 2019 RS&H, INC. SHEET TITLE: DNU ELECTRICAL PANEL SCHEDULES SHEET ID: BLDG. ID E503 PROJECT STATUS: CONSTRUCTION DOCUMENTS rn Copyright © 2019. This drawing is an instrument of service and property of RSBH, Inc. Any use or reproduction without the expressed written consent of this corporation is prohibited. All rights reserved. 3" SCALE 0 3" 6" 1' 1 1/2" SCALE 0 6" 1' 2' 3/8" SCALE 3' 0 18" 3' 6' 1 /4" SCALE 4' 0 2' 4' 8' 1/8" SCALE 8' 0 4' 8' 16' III IN 1 11 111111 1 1 1 1 1 1 1 1 1 1 1, .I I,will PI -I 1_ 1 1 II 11 1 1 1 - - 1 -- - 2 3 4 111 B A N O N 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' �- -� CONDUCTOR CONDUITS MINIMUM 8 INCH FRADIUS 135° —---------- �� CONDUCTOR �O CONDUIT \` - TO GROUND 135° G�'O MINIMUM 8 INCH RADIUS ACCEPTABLE ACCEPTABLE CONDUCTOR 90° CONDUIT I i I MINIMUM 8 INCH RADIUS ACCEPTABLE 1 1 /2" SCALE 0 6" 1' 2' TO GROUND LESS THAN 8 INCH RADIUS 00 J�O �O LESS THAN 90° y 11 i 1 i NOT ACCEPTABLE SCALE: N.T.S. CAST BRONZE 8 SQUARE INCH BONDING PLATE. FOR SURFACES NOT COMPATIBLE WITH COPPER USE CAST ALUMINUM 8 SQUARE INCH BONDING PLATE. FASTEN PLATE TO CLEANED BARE METAL SURFACE WITH (2) SELF TAPPING STAINLESS STEEL SCREWS. LIGHTNING PROTECTION CONDUCTORS. STRUCTURAL BONDING 5 BLUNT AIR TERMINAL. r LIGHTNING PROTECTION CONDUCTORS. CAST ALUMINUM EQUIPMENT AIR TERMINAL BASE. FASTEN BASE WITH (2) STAINLESS STEEL SELF TAPPING SCREWS. SEAL PENETRATIONS WITH TRANSLUCENT SILICONE. '---CAST BRONZE PARALLEL CABLE SPLICER. FASTEN CONDUCTORS WITH ALUMINUM CABLE LOOPS. LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED AT INTERVALS NOT MORE THAN 36" ON CENTER. LIGHTNING PROTECTION CONDUCTORS. BIMETALLIC BONDING PLATE FASTENED TO BASE OF FAN WITH (2) STAINLESS STEEL SELF TAPPING SCREWS. TYPICAL FOR BOTH SIDES OF TERMINAL. —CAST BRONZE PARALLEL CABLE SPLICER. LIGHTNING PROTECTION CONDUCTORS. EXHAUST FAN AIR TERMINAL SCALE: 3 N.T.S. I•.A PT A,M­....,A, ,-.. — rORSURFACES NOT COMPATIBLE R TERMINAL BASE. MOUNT AIR 3 STAINLESS STEEL SCREWS. DETAIL NOTES: 1. AIR TERMINAL SPACING SHALL CONFORM TO NFPA 780 & UL 96A REQUIREMENTS. 2. MATERIAL COMPATIBILITY SHALL CONFORM TO NFPA 780 & 96A REQUIREMENTS. 3. MATERIAL CLASS SHALL CONFORM TO NFPA 780 & UL 96A REQUIREMENTS. 4. AIR TERMINALS SHALL BE UL LISTED & CAL -OSHA APPROVED. 4 ROOF TOP EQUIPMENT PROTECTION PIPE BONDING CAST BRONZE 3 SQUARE INCH BONDING PLATE. FOR SURFACES NOT COMPATIBLE WITH COPPER USE CAST ALUMINUM 3 SQUARE INCH BONDING PLATE. FASTEN PLATE TO CLEANED BARE METAL SURFACE WITH (2) SELF TAPPING STAINLESS STEEL SCREWS. LIGHTNING PROTECTION CONDUCTORS. EQUIPMENT BONDING 3/8" SCALE 3' 0 18" 3' 6' SECONDARY BONDING TYPICAL BONDING 'ERMINAL. -FASTEN COPPER CONDUCTORS WITH COPPER CABLE LOOPS. FASTEN ALUMINUM CONDUCTORS WITH ALUMINUM CABLE LOOPS. LIGHTNING PROTECTION CONDUCTORS SHALL BI FASTENED AT INTERVALS NOT MORE THAN 36" ON CENTER. -CAST BRONZE PARALLEL CABLE SPLICER. FOR ALUMINUM CONDUCTOR USE CAST ALUMINUM PARALLEL CABLE SPILCER. 'ROTECTION CONDUCTORS. 4G PROTECTION CONDUCTORS. SCALE: 2 N.T.S. PIPE BONDING STRAP. FOR SURFACES NOT IBLE WITH COPPER USE ALUMINUM PIPE BONDING STRAP. � #6 COPPER SECONDARY BONDING WIRE. FOR SURFACES NOT COMPATIBLE WITH COPPER USE *4ALUMINUM BONDING WIRE. CAST BRONZE SECONDARY CABLE SPLICER. FOR SURFACES NO COMPATIBLE WITH COPPER USE CAST ALUMINUM SECONDARY CABLE SPLICER. LIGHTNING PROTECTION CONDUCTORS. CAST BRONZE SECONDARY BONDING LUG. FOR SURFACES NOT COMPATIBLE WITH COPPER USE CAST ALUMINUM SECONDARY BONDING LUG 1 /4" SCALE 4' 0 2' 4' 8' 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 * G13238 expU.S. SERVICES INC. 407.660.0088 2601 Westhall Lane Maitland, FL 32751 U.S.A www.exp.com 2019111 CA # 29701 "ex pe PROJECT TITLE: AdventHealth - ZEPHYRHILLS USP 800 PHARMACY UPGRADE PROJECT ADDRESS: 7050 GALL BLVD, ZEPHYRHILLS, FL, 33541 I i �S T AL L,0ENS� /I/ No 76422 YMV0 � 0� '. STATE OF '•F<O,RIDP •..... •• 'ONAL F ��. //�Illlll`�•�� CHARLES T. ALEXANDER PE 76422 REVISIONS N0. DESCRIPTION DATE 1 DATE ISSUED: 06/19/2019 REVIEWED BY: CTA DRAWN BY: MWH DESIGNED BY: ASK PROJECT NUMBER: 504-0232-000 0 2019 RS&H, INC. SHEET TITLE: ELECTRICAL DETAILS I I , SHEET ID: BLDG. ID I SCALE: N.T.S. _ 1/8" SCALE 8' 0 4' 8' 16' mom —�- �- - E600 PROJECT STA i CONSTRUCTION DOCUMENTS r 1.- 9--. iloo,64 0 �vl `Ul-