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HomeMy WebLinkAbout7050 Gall Blvd (101)I I __ _ _I I _ I t i l l I t I I 1 11 11 tv . 111 1" -- ' ' ' I I _ Advent iealth ADVENTHEALTH - ZEPHYRHILLS PROJECT AREA PROJECT AREA PROJECT AREA Mobile " _•. .. ... •.. San Antonio - - .. .. " N —80 t1 4 ibcksonville ce^ame Ci•. csva Chw Woc A Orlantl -" "= - - Alven©NItM AdvmtHoaltn :lea+Water • Zap hyrhlllt Zeohy hills AMt©eslth Zephyrhllls c" L:ude-tlale -14 Crvstbl MAP STATE MAP REGION MAP LOCAL ontract Drawings For PCU REFRESH REVIEW DATE , Jam►- r CITY OF ZEPFIYRHI PLAN EXAMINERD, AL; WORK SHALL COMPLY WITH PREVAILING CODES=_ORIDA BUILDING CODE NATIONAL E! ECTRIC CODE, AND a r`E':ITY OF ZEPHYRHILLS nPDIN.q��+.�;wR CDG Project No.: 042-22-236.01 AHCA File No.: N/A ADVENTHEALTH - ZEPHYRHILLS 7050 Gall Blvd. Zephyrhills, FL 33541 Date: AUGUST 26, 2022 CONTRACT DOCUMENTS INDEX OF DRAWINGS GENERAL G-001 CODE SUMMARY, ABBREVIATIONS AND SYMBOLS G-003 STANDARD MOUNTING HEIGHTS G-010 GENERAL PARTITION TYPES, DETAILS AND NOTES G-020 GENERAL PARTITIONS DETAILS LIFE SAFETY LS-101 LIFE SAFETY PLAN - LVL 1 - EXISTING LEVEL OF DISCHARGE LS-102 LIFE SAFETY PLAN - LVL 2 - EXISTING FLOOR PLAN LS-103 LIFE SAFETY PLAN - LVL 2 - PROJECT AREA - EXISTING LS-104 LIFE SAFETY PLAN - LVL 2 - PROJECT AREA - NEW WORK COMPLETE - EGRESS LS-105 LIFE SAFETY PLAN - LVL 2 - PROJECT AREA - NEW WORK COMPLETE - OCCUPANCY ARCHITECTURE APH-101 PLANS - PHASING - PCU WING CONSTRUCTION A-101 PLANS - PCU WING - DEMOLITION & NEW WORK A-110 PLANS - PCU WING - EQUIP/FURN & STC/NcdBa A-201 PLANS - REFLECTED CEILING - PCU WING - DEMO & NEW WORK A-301 ENLARGED PLANS - PCU A-501 PCU - DOOR SCHEDULE, DOOR ELEVATIONS, BUCK PROFILES A-801 INTERIOR ELEVATIONS - PCU INTERIORS 1-001 INTERIORS - NOTES, ABBREVIATIONS, SCHEDULES 1-101 PLANS - INTERIOR FLOOR FINISHES - PCU WING 1-102 PLANS - INTERIOR WALL FINISH - PCU 1-401 INTERIOR DETAILS - WALL PROTECTION AND TILE 1-402 INTERIOR DETAILS - CASEWORK MECHANICAL M-001 MECHANICAL LEGENDS AND NOTES M-101 MECHANICAL PLANS - PCU WING - DEMOLITION & NEW WORK M-501 MECHANICAL DETAILS M-601 MECHANICAL SCHEDULES PLUMBING P-001 PLUMBING LEGENDS AND NOTES P-102 PLUMBING PLANS - PCU WING - DEMOLITION & NEW WORK P-103 MEDICAL GAS PLANS - PCU WING - DEMOLITION & NEW WORK P-401 RISER DIAGRAM P-601 PLUMBING SCHEDULES ELECTRICAL E-001 ELECTRICAL LEGENDS AND NOTES E-201 POWER & SYSTEMS PLANS - PCU WING - DEMOLITION & NEW WORK E-202 LIGHTING PLANS - PCU WING - DEMOLITION & NEW WORK E-401 ELECTRICAL ONE LINE POWER & GROUNDING DIAGRAMS E-601 ELECTRICAL SCHEDULES E-602 ELECTRICAL PANEL SCHEDULES FIRE PROTECTION F-001 FIRE PROTECTION LEGENDS AND NOTES F-101 FIRE PROTECTION PLANS - PCU WING - DEMOLITION & NEW WORK chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CDG PA FL # AA-26003049 i 3 � > a G=000 Project Status E Ch U_ 1 2 3 4 5 6 ABBREVIATIONS AB ANCHOR BOLT G GAS ABS AIR BREAK SWITCH GA GAGE AC ACRE GAL GALVANIZED A/C AIR CONDITIONING GB GRAB BAR ACC ACCESSIBLE GC GENERAL CONTRACTOR ACOUS ACOUSTIC GDRL GUARD RAIL ACT ACOUSTICAL CEILING TILE GEN GENERATOR AD ACCESS DOOR GFCI GROUND FAULT CIRCUIT INTERRUPTER ADA AMERICANS WITH DISABILITIES ACT GFMU GROUND FACE MASONRY UNIT ADJ ADJUSTABLE GL GLASS ADJC ADJACENT GR GRADE AFF ABOVE FINISHED FLOOR GRID GROUND AHU AIR HANDLING UNIT GSU GLAZED STRUCTURAL UNIT E ALT ALTERNATE GW GROUND WATER AL ALUMINUM GWB GYPSUM WALL BOARD AM ACOUSTIC MATERIAL GYP GYPSUM AMP AMPERE ANO ANODIZED H HIGH AP ACCESS PANEL HB HOSE BIBB APPROX APPROXIMATE HC HOLLOW CORE ARCH ARCHITECT, ARCHITECTURAL HD HOT DIP ARR ARRESTOR HDO HIGH -DENSITY OVERLAY PLYWOOD ASPH ASPHALT HDRL HANDRAIL HDW HARDWARE B BASELINE HDWD HARDWOOD BD BOARD HEB HARDWOOD EDGEBANDING BEJ BRICK EXPANSION JOINT HGT HEIGHT BLDG BUILDING HID HIGH INTENSITY DISCHARGE BLKG BLOCKING HM HOLLOW METAL BM BEAM HO HOLD OPEN BO BOTTOM OF HORIZ HORIZONTAL BOB BOTTOM OF BEAM HP HIGH POINT BOF BOTTOM OF FOOTING HPS HIGH PRESSURE SODIUM BOS BOTTOM OF STEEUSTRUCTURE HR HOUR BOT BOTTOM HSK HOUSEKEEPING BR BOTTOM REGISTER HVAC HEATING, VENTILATION AND AIR CONDITIONING BRG BEARING HW HOT WATER BSMT BASEMENT HZ HERTZ C CELSIUS ID INSIDE DIAMETER CAB CABINET IF INSIDE FACE CAP CAPACITY IN INCH / INCHES CB CIRCUIT BREAKER INT INTERIOR CEM CEMENT INSUL INSULATION CFCI CONTRACTOR FURNISHED / CONTRACTOR INSTALLED INV INVERT CFMF COLD -FORMED METAL FRAMING CFOI CONTRACTOR FURNISHED ! OWNER INSTALLED JAN JANITOR CG CORNER GUARD JB JUNCTION BOX C&G CURB AND GUTTER JC JANITOR CLOSET CH CHILLER JCT JUNCTION CHAN CHANNEL JT JOINT D CI CAST IRON JST JOIST CIP CAST IN PLACE CIR CIRCULATING K KILO CJ CONTROL JOINT KG KILOGRAM CKT CIRCUIT KIT KITCHEN CLG CEILING KO KNOCK OUT CLR CLEAR KP KICK PLATE CM CONSTRUCTION MANAGER KV KILOVOLT CMU CONCRETE MASONRY UNIT KW KILOWATT CNDS CONDENSATE CO CLEANOUT L LENGTH / LONG COL COLUMN LAB LABORATORY COMM COMMUNICATION LAD LADDER CONC CONCRETE LAM LAMINATED / LAMINATION COND CONDUCTOR LAV LAVATORY CONN CONNECTION LB POUND CONST CONSTRUCTION LCC LEAD COATED COPPER CONT CONTINUOUS LF LINEAR FOOT CONTR CONTRACTOR LH LEFT HAND - - CONV CONVERTER LHR LEFT HAND REVERSE COORD COORDINATE LIN LINEAR COP COPPER ILL LIVE LOAD CORR CORRIDOR LLH LONG LEG HORIZONTAL CPT CARPET LLV LONG LEG VERTICAL CR CRASH RAIL LNTL LINTEL CS CONCRETE SEALER/SURFACE LONG LONGITUDINAL CSK COUNTERSUNK LP LOW POINT CSWK CASEWORK LT LIGHT CT CERAMIC TILE LTG LIGHTING CTR CENTER LTWT LIGHTWEIGHT CW COLD WATER LVR LOUVER CWB CAPILLARY WATER BARRIER CYL CYLINDER M METER MACH MACHINE D DEEP MAINT MAINTENANCE DB DECIBEL MANUF MANUFACTURER DBL DOUBLE MAS MASONRY DEG DEGREE MATL MATERIAL C DEMO DEMOLISH / DEMOLITION MAX MAXIMUM DIET DETAIL MB MARKER BOARD DF DRINKING FOUNTAIN MDF MEDIUM -DENSITY FIBERBOARD DIA DIAMETER MDO MEDIUM -DENSITY OVERLAY PLYWOOD DIFF DIFFUSER MECH MECHANICAL DIM DIMENSION MED MEDIUM DL DEAD LOAD MEMB MEMBRANE DMPR DAMPER MEP MECHANICAL, ELECTRICAL AND PLUMBING DN DOWN MET METAL DP DISTRIBUTION PANEL MEZZ MEZZANINE DS DOWNSPOUT MH MANHOLE DW DOMESTIC WATER MIN MINIMUM, MINUTE DWG DRAWING MIR MIRROR MISC MISCELLANEOUS E EAST MLWK MILLWORK EA EACH MM MILLIMETER EB EDGEBANDING MO MASONRY OPENING EF EXHAUST FAN MRI MAGNETIC RESONANCE IMAGING EG EXHAUST GRILLE MTD MOUNTED EIFS EXTERIOR INSULATION FINISHING SYSTEM MTG MOUNTING EJ EXPANSION JOINT MULL MULLION EL ELEVATION ELEC ELECTRIC / ELECTRICAL N NORTH, NITROGEN ELEV ELEVATOR NA NOT APPLICABLE EMER EMERGENCY NAT NATURAL EMI ELECTROMAGNETIC INTERFERENCE NE NORTHEAST ENG ENGINEER NEUT NEUTRAL EOP EDGE OF PAVEMENT NIC NOT IN CONTRACT EOS EDGE OF SLAB NO NUMBER EP ELECTRIC PANEL NOM NOMINAL EPDM ETHYLENE PROPYLENE DIENE MONOMER NRC NOISE REDUCTION COEFFICIENT EQ EQUAL NTS NOT TO SCALE EQUIP EQUIPMENT NW NORTHWEST ESC ESCALATOR ESMT EASEMENT O OXYGEN EVAP EVAPORATIVE OA OUTSIDE AIR EW EACH WAY OC ON CENTER EWC ELECTRIC WATER COOLER OD OUTSIDE DIAMETER EXH EXHAUST OF OUTSIDE FACE B EXIST EXISTING OFCI OWNER FURNISHED/CONTRACTOR INSTALLED EXP EXPANSION OFF OFFICE EXT EXTERIOR OFOI OWNER FURNISHED/OWNER INSTALLED OH OPPOSITE HAND FA FIRE ALARM OPNG OPENING FABX FIRE ALARM BOX OPP OPPOSITE FACP FIRE ALARM CONTROL PANEL OH OVERHEAD FCC FIRE COMMAND CENTER FCU FAN COIL UNIT PART PARTIAL FD FLOOR DRAIN PB PANIC BAR FDC FIRE DEPARTMENT CONNECTION PERF PERFORATED FDN FOUNDATION PERIM PERIMETER FIE FIRE EXTINGUISHER PERP PERPENDICULAR FEC FIRE EXTINGUISHER CABINET Pi PRECAST JOINT FF FINISH FLOOR PL PLATE F/F FACE TO FACE PLAM PLASTIC LAMINATE FIFE FINISHED FLOOR ELEVATION PLAS PLASTER FH FIRE HYDRANT PLBG PLUMBING FHC FIRE HOSE CABINET PLYWD PLYWOOD FIG FIGURE PNL PANEL FIN FINISH PNT PAINT FJ FELT JOINT PNTD PAINTED FL FLASHING POLY POLYETHYLENE FLR FLOOR PR PAIR FLUOR FLUORESCENT PRCST PRECAST FOC FACE OF CONCRETE PREFAB PREFABRICATED FOF FACE OF FINISH PRELIM PRELIMINARY FOM FACE OF MASONRY PRESS PRESSURE FOS FACE OF STUD PRIM PRIMARY FOW FACE OF WALL PT POINT FP FILLER PANEL PTD PAPER TOWEL DISPENSER FPH FROST PROOF HYDRANT PTN PARTITION FIR FRAME PVC POLYVINYL CHLORIDE FS FULL SIZE PVG PAVING FSTP FIRESTOPPING FT FOOT/FEET FTG FOOTING FURN FURNITURE A FURR FURRING FV FIELD VERIFY FVC FIRE VALVE CABINET FXTR FIXTURE QT QUARRY TILE QTY QUANTITY QUAL QUALIFICATION R RISER RA RETURN AIR RAID RADIUS RB RESILIENT BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN RECP RECEPTACLE REF REFRIGERATOR REINF REINFORCED / REINFORCEMENT REG REGISTER REM REMOVABLE REQD REQUIRED RESIL RESILIENT REV REVISION RF RETURN FAN RFG ROOFING FIG RETURN GRILLE RH RIGHT HAND RHR RIGHT HAND REVERSE RL RAIN LEADER RM ROOM RO ROUGH OPENING RPM REVOLUTIONS PER MINUTE RV ROOF VENT S SOUTH SA SUPPLY AIR SAB SOUND ATTENUATION BATT SAN SANITARY SC SOLID CORE SCH SCHEDULE SCRN SCREEN SD SOAP DISPENSER SE SOUTHEAST SECT SECTION SF SQUARE FOOT / SQUARE FEET SGL SINGLE SH SHEET SHR SHOWER SHV SHELF / SHELVING SIM SIMILAR SK SINK SL SLOPE SLV SLEEVE SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SPEC SPECIFICATION SPRINK SPRINKLER SQ SQUARE SS STAINLESS STEEL ST STREET STA STATION STC SOUND TRANSMISSION CLASS STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURE STRUCTURAL SUP SUPPORT SUSP SUSPENDED SW SOUTHWEST SYM SYMBOL SYS SYSTEM T TREAD TB TACK BOARD T&B TOP AND BOTTOM TEL TELEPHONE TEMP TEMPORARY TERR TERRAZZO T&G TONGUE AND GROOVE 3 WAY THREE WAY TH THICK THESS THRESHOLD THRU THROUGH TMPD TEMPERED TO TOP OF TOB TOP OF BEAM TOC TABLE OF CONTENTS TOF TOP OF FOOTING TOL TOLERANCE TOP TOP OF PAVING TOS TOP OF STEEL / STRUCTURE / SLAB TOW TOP OF WALL TRANS TRANSITION TSTAT THERMOSTAT TV TELEVISION TYP TYPICAL UC UNDER CABINET UG UNDERGROUND UNO UNLESS NOTED OTHERWISE UPS UNINTERRUPTIBLE POWER SUPPLY UR URINAL UV ULTRAVIOLET V VENT VAC VACUUM VCT VINYL COMPOSITION TILE VENT VENTILATING / VENTILATION VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VNR VENEER VS VENT STACK VTR VENT THRU ROOF VWC VINYL WALL COVERING W WEST, WIDE WA WATT W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WDW WINDOW WILD WELDED WOM WALK OFF MATT WP WORK POINT WPFG WATERPROOFING WS WASTE STACK WSCT WAINSCOT WT WEIGHT WWF WELDED WIRE FABRIC XFMR TRANSFORMER XPS EXTRUDED POLYSTYRENE FOAM & AND @ AT CENTER LINE o DIAMETER ± PLUS OR MINUS # POUND GENERAL DRAWING NOTES A. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET OF CONTRACT DRAWINGS. B. LISTING OF ABBREVIATIONS DOES NOT IMPLY ALL ABBREVIATIONS ARE USED IN THE CONTRACT DRAWINGS. C. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE ALL VARIATIONS OF THE WORD. (FOR EXAMPLE, "DEMO" CAN MEAN DEMOLISH OR DEMOLITION; "IN" CAN MEAN INCH OR INCHES; "REINF" CAN MEAN REINFORCE OR REINFORCING.) D. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING CONDITIONS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHTED SELECTED TRADE WORK. REFER TO CONTEXT OF EACH DRAWING FOR USAGE. E. SEE PROJECT EQUIPMENT AND MEP SYSTEMS DRAWINGS FOR SYMBOLS AND ABBREVIATIONS SPECIFIC TO THE PROJECT. F. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE CONDITION NOTED. G. "SIMILAR" OR "SIM" INDICATES COMPLETE SYSTEM AND COMPONENTS COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. H. "AS REQUIRED" OR "AS REQD" INDICATES CONTRACTOR SHALL PROVIDE COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS INDICATED IN THE PROJECT DOCUMENTS. I. "ALIGN" INDICATES CONTRACTOR SHALL ACCURATELY PROVIDE FINISH FACES OF MATERIALS IN STRAIGHT, TRUE AND PLUMB RELATION TO ADJACENT MATERIALS AS NOTED. MATERIALS LEGEND CONCRETE (SECTION) GRANULAR FILL CONCRETE MASONRY UNITS BRICK RIGID INSULATION (SECTION) ACOUSTIC/THERMAL INSULATION (SECTION) STUD WALL (PLAN & SECTION) EXISTING WALL TO REMAIN (PLAN & SECTION) DEMOLISHED WALL (PLAN & SECTION) STEEL (SECTION) ALUMINUM (SECTION) WOOD FINISH (SECTION) DIMENSIONAL LUMBER CONTINUOUS (SECTION) DIMENSIONAL LUMBER BLOCKING (SECTION) LUMBER FINISH (SECTION) = EARTHWORK (SECTION) LINE TYPE LEGEND — — — — — — — HIDDEN / BELOW — — — — — — — — — OVERHEAD - - - - - - - - - NOT IN CONTRACT (EQUIPMENT / FURNITURE) PROPERTY LINE LIMIT OF WORK V BREAK LINE �00�00� MATCHLINE DOOR LEGEND TYPICAL DOOR WITH DOOR FULL -SWING HINGE --- IFY PAIR DOOR PAIR DOOR - UNEVEN LEAF DOUBLE DOUBLE ACTING DOOR EGRESS DOOR BI-FOLD DOOR SLIDING DOOR r — — -� OVERHEAD ROLLING DOOR EXISTING DOOR -� CASED OPENING DUTCH DOOR DIMENSIONING: 1. DIMENSIONS ARE INDICATED TO THE CENETRLINE OF THE STRUCTURAL GRID, FACE OF CONCRETE WALL, NOMINAL FACE OF CMU WALL, FACE OF PARTITION AS SCHEDULED, UNLESS OTHERWISE NOTED. 2. ALIGNMENT OF PARTITIONS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE & PLAUMB. DIMENSIONAL LAYOUT SHALL BE IN THE FOLLOWING PRIORITY ORDER. a. STRUCTURAL DRAWINGS b. LARGE SCALE DETAILS c. SMALL SCALE DETAILS d. ENLARGED PLANS AND SECTIONS e. FLOOR PLANS 3. MINIMUM DIMESIONS FOR ACCESSIBILITY CLEARANCES AND BUILDING CODE REQUIREMENTS SHALL BE MAINTAINED. 4. FLOOR ELEVATIONS ARE INDIACTED AT THE FACE OF STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. 5. VERTICAL DIMESIONS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS NOTED ABOVE FINISH FLOOR - "AFF". 6. CEILING HEIGHTS ARE INDIACTED FROM THE FLOOR ELEVATION TO FACE OF SUSPENDED ACOUSTIC CEILING GRID OR FACE OF FINSIH MATERIAL FOR OTHER CEILING TYPES, UNLESS OTHERWISE NOTED. 7. IN MANY OF THE INTERIOR SPACES THE ACTUAL DIMENSIONS MAY BE LESS CRITICAL THAN IF TWO ELEMENTS IN THE BUILDING WERE TO BE EQUAL IN THESE CASES, THE WORD "EQUAL" OR "EQ" IS USED IN LIEU OF THE ACTUAL DIMESION. 8. WHEN A ROOM CENTERLINE IS INDICATED ONLY ONE SIDE OF THE ROOMS ELEMENTS MAY BE DIMENSIONED. 9. COLUMN IDENTIFICATION a. PARTITION CENETERED ON COLUMNOR GRID LINES WILL NOT BE DIMESIONED ON SMALL SCALE DRAWINGS BUT WILL BE DRAWN ACCORDINGLY. OLUMN CENTERLINE PARTITION b. PARTITION WITH A FINISHED FACE FLUSH WITH FINISH FACE OF COLUMN WILL NOT BE DIMSIONED ON SMALL SCALE DRWAINGS BUT WILL BE DRAWN ACCORDINGLY. �OLUMN CENTERLINE PARTITION c. PARTITION FINISH FACE ON COLUMN OR GRID LINE WILL NOT BE DIMESIONED ON SMALL SCALE DRWAINGS BUT WILL BE DRWAN ACCORDINGLY. COLUMN CENTERLINE D_ - - — - PARTITION 10.OPENINGS OCCURING IN PARTITIONS OR WALLS. a. WHEN ONE JAMB OCCURS AT A COLUMN OR GRID LINE NO DIMESIONS WILL BE SHOWN ON THE SMALL SCALE DRAWINGS. THE OPENING WIDTH WILL BE GOVERNED BY DESIGN CRITERIA OR SCHEDULE. b. WHEN NEITHER JAMB OCCURS AT A COLUMN OR GRID LINE THEN ONE JAMB WILL BE DIMESIONED. 11. DOOR LOCATION DOORS ARE LOACTED BY ONE OF THE FOLLOWING: a. ONE JAMB FACE LOCATED BY A PARTITION AT RIGHT ANGLE. TYPICAL UNLESS INDICATED ON PLAN. PARTITION DOOR 6" MIN. b. AS DIMENSIONED ON PLAN. 12. DIMSENIONS ARE INDICATED. DO NOT SCALE DRAWINGS FOR DIMENSIONS. ARCHITECTURAL SYMBOLS O COLUMN GRID LINE (EXISTING) O COLUMN GRID LINE (NEW) — — CENTER LINE T- 0" DIMENSION LINE TO FACE OF STUD, FACE OF CONCRETE, COLUMN LINE, OR AS 7'-0" NOTED. DIMENSION TO FINISH FACE,COUNTERTOP EDGE, CLEAR, OR AS NOTED. ��- WALL LEGEND EXISTING TO REMAIN EXISTING TO BE REMOVED EXISTING TO REMAIN — NEW CONSTRUCTION ROOM TAG ROOM NAME ? ROOM NUMBER AREA OR VOLUME 1 N J�' DOOR NUMBER --1 SYMBOL AND MINIMUM CLEARANCES 12" MIN 4" MIN —1fl WALL TYPE TAG FRAME TYPE - EXTERIOR & LOUVER < > OFRAME TYPE - INTERIOR O CURTAIN PANEL TYPE 0 DRAWING REVISION O ?? O KEYNOTE NORTH ARROW LEVEL DATUM LEVEL NAME LEVEL ELEVATION ? DETAIL - SECTION ? POSITION ON SHEET ? SHEET NUMBER 1 ? ? DETAIL - PLAN ? POSITION ON SHEET J SHEET NUMBER BUILDING SECTION POSITION ON SHEET SHEET NUMBER WALL SECTION POSITION ON SHEET --- SHEET NUMBER X EXTERIOR ELEVATION X-XXX POSITION ON SHEET SHEET NUMBER X INTERIOR ELEVATION X X-XX XX POSITION ON SHEET SHEET NUMBER X VIEW TITLE DRAWING NUMBER • DRAWING SCALE VIEW TITLE W/ REF. % ! DRAWING NUMBER I ? DRAWING SCALE SHEET NUMBER REFERENCING SHEET NUMBER 0 4'-0" 8'-0" 16-0" GRAPHIC SCALE PROJECT NARRATIVE 1. THIS PROJECT IS A FINISH UPGRADE PROJECT WITHIN AN EXISTING HOSPITAL TO REPLACE AND UPGRADE THE FINISHES OF EXISTING PATIENT AND STAFF SPACES WITHIN THE EXISTING PROGRESSIVE CARE UNIT OF THE HOSPITAL. 2. THE PROJECT INCLUDES FINISH UPGRADES WITHIN THE PCU WING PATIENT ROOMS AND STAFF / SUPPORT SPACES. THE PATIENT CARE UNIT IS A NON -CRITICAL CARE UNIT AND NON -INTENSIVE CARE UNIT. 3. THE EXISTING HEADWALL AND MEDICAL GAS FUNCTIONS AND COUNTS WITHIN THE EXISTING PCU PATIENT ROOMS WILL NOT BE UPGRADED AS PART OF THIS PROJECT. GENERAL INFORMATION PROJECT ADDRESS: 7050 Gall Blvd. Zephyrhills, FL 33541 SITE WORK / PARKING: NO SITE WORK IS INCLUDED ON THIS PROJECT. OCCUPANCY CLASSIFICATION: 1-2 - HEALTHCARE, CONDITION 2 STRUCTURAL SYSTEM: EXISTING STEEL AND CONCRETE STRUCTURE TO REMAIN. BUILDING DATA AND AREAS: FBC EB - LEVEL 2 ALTERATIONS NFPA - MODIFICATION, MINOR REHABILITATION HAZARD OF CONTENT ORDINARY HAZARD CONTENTS RENOVATION WORK AREA=11,425 SF OCCUPANCY GROUPS 1-2 - HEALTHCARE, CONDITION 2 TYPE OF CONSTRUCTION FBC TYPE IB, NFPA 220 TYPE 11(322) SPRINKLERS FULLY SPRINKELED HEIGHT 3 STORIES CODES AND STANDARDS: ALL WORK PERTAINING TO AND ALL MATERIALS SUPPLIED FOR EXECUTING AND COMPLETING THIS CONTRACT SHALL COMPLY WITH PROVISIONS SPECIFIED IN THE CONTRACT DOCUMENTS AND WITH APPLICABLE LAWS, REGULATIONS, AND ORDINANCES GOVERNING WORK INCLUDING, BUT NOT NECESSARILY LIMITED TO THOSE OF THE FOLLOWING: • FLORIDA BUILDING CODE, 7TH EDITION (2020) - BUILDING • FLORIDA BUILDING CODE, 7TH EDITION (2020) - ACCESSIBILITY • FLORIDA BUILDING CODE, 7TH EDITION (2020) - TEST PROTOCOLS • FLORIDA BUILDING CODE, 7TH EDITION (2020) - MECHANICAL • FLORIDA BUILDING CODE, 7TH EDITION (2020) - PLUMBING • FLORIDA BUILDING CODE, 7TH EDITION (2020) - FUEL GAS ADDITIONAL STANDARDS: ADDITIONAL DESIGN REQUIREMENTS ARE INCORPORATED BY REFERNCE IN SPECIAL OCCUPANCY CHAPTERS OF THE FLORIDA BUILDING CODE TO INCLUDE THE FOLLOWING: • GUIDELINES FOR THE DESIGN AND CONSTRUCTION OF HEALTH CARE FACILITIES, 2018 EDITION • UL STANDRD 181 (1996) • ASTM E (2005) • ASCE7(2016) • ANSI /AHSRAE/ASHE STANDARD 170 (2008) • UL STANDARD 1069, 7TH EDITION ( 2007) • THE FLORIDA SPECIFIC EDITION OF NFPA 101, THE LIFE SAFETY CODE (2018 EDITION) • THE FLORIDA SPECIFIC EDITION OF NFPA 101, THE LIFE SAFETY CODE (2015 EDITION) • STATE FIRE MARSHAL'S RULE 69A-3.012 F.A.0 (WITH ALL REFERENCED SUB CHAPTERS) • FLORIDA FIRE PREVENTION CODE, 7TH EDITION (2020) + PUBLISHED ERRATA (2021) E chapuis design group arch itecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 0-4 Ah *ex PROJECT FOR ADVENTH EALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 all Advent Health C AHCA CLIENT CODE I FILE NUMBER: N/A i 1 1 SEPT. 09, 2022 1 ADDENDUM No.1 I PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT WA CIVIL ENGINEER WA STRUCTURAL ENGINEER WA MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER WA DRAWN BY SDL CODE SUMMARY, ABBREVIATIONS AND SYMBOLS As indicated a 0 N CV N O 2 G=001 1 2 3 4 5 6 Project Status 1 2 3 4 5 6 E cd c C9� ail LLU_ 9a E C B -0" kw0w GRAB BARS io TOILET PAPER HOLDER 12" MIN. _ TOILET T T T = = T N a N `.� SANITARY N ` T NAPKIN T 7" MIN DISPOSAL GRAB BARS 16" MIN, 18" MAX 9" MAX TOILET 4'-0" NOTE: MIN VERIFY ACCESORIES WITH TOILET SIZE TYPICAL TOILET MOUNTING HEIGHTS & DIMENSIONS _TYP. MOUNTING HEIGHTS - TOILET ROOM1 1/4" = V-0" ROOM SIGNAGE MOUNT ON LATCH SIDE OF ADA DOOR AUTOMATIC DOOR PUSH PAD 2" TYPICAL SIGNAGE MOUNTING HEIGHTS TYP MOUNTING HEIGHTS - SIGNAGEI 1 /4" = V-0" HOWER ROD ND CURTAIN 'RAB BAR MIRROR, CENTER OVER LAV WALL SOAP DISPENSER LAVATORY PAPER TOWEL DISPENSER qq 1 E0 M V ACCESSIBL EEH ROBE HOOKROB HOOK HORIZONTAL — BABY CHANGING STATION co T_ in CV c SANITARY URINAL CLINICA HI-LO — CUP TOWEL BAR NAPKIN L SINK ELECTRI DISPENSER VENDOR C WATER - - COOLER X X o = �Q ihZ Z4 04 0 iA N Ch g CV r2 M km DIMENSION TOP DIMENSIO O OF TABLE IN FOLD- COIN 1'-6" DOWN POSITION OPERATOR MIN. TYPICAL PLUMBING FIXTURE AND TOILET ROOM ACCESSORIES MOUNTING HEIGHTS EMERGENCY EYEWASH/SHOWER EMERGENCY EYEWASH DIMENSION DIMENSION TO SPRAY TO SPRAY HEAD HEAD DIMENSION T BOTTOM OF KNEE SPACE TYPICAL EMERGENCY FIXTURE MOUNTING HEIGHTS TYP. MOUNTING HEIGHTS - EMERGENCY FIXTUREI 1 /4" = V-0" SHOWER ROD AND CURTAIN SHOWER HEAD SHOWER S GRAB = N u CONTROLS o� BARS 1 GRAB BARS = OD = r T f Cv NL RECESSED N TUB SOAP DISH Li LU TUB TUB 2'-0" 00, 3'-0" TYPICAL ACCESSIBLE TUB MOUNTING HEIGHTS AND DIMENSIONS TYP MOUNTING HEIGHTS - SHOWER/TUB1 D 1 1 /4" = 1'-0" - FOLD DOWN CHARTING STATION SHOWER R, AND CURTA RECESSED (2) COAT F.E. CABINET HOOKS ON PLAM STRIP c� x �w TEMPERED GLASS MIRROR WITH FRAME SHOWER RC AND CURTAI GRAB BARS SHOWER F GRAB BARI c rk SHOWER ROD AND CURTAIN RECESSED CT SOAP DISH GRAB BARS DIMENSION TO SPOUT DIMENSION T BOTTOM OF KNEE SPACE L -TOWER DID AND URTAIN RECESSED CT SOAP DISH v ra SHOWER HEAD SHOWER ROD AND CURTAIN GRAB BARS E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 PROJECT FOR ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 s� AdivnentHealth AHCA CLIENT CODE ! FILE NUMBER: N/A MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 C3' = c c "= GRAB BARS = ORIGINAL ISSUE AUGUST 26, 2022 - r T PROJECT MANAGER TEC CV CV 9 N DING N N FOL T SHOWER SHOWER CONTROL PROJECT DESIGNER TEC SHOWER CONTROL FOLDING SEAT PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 SHOWER B LANDSCAPE ARCHITECT NIA 2'4" MAX 4'-0" MAX 4" 2'-0" SEAT ,-0, CIVIL ENGINEER NIA STRUCTURAL ENGINEER NIA E EQ MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 TYPICAL 5'-0" x 2'-6" ACCESSIBLE ROLL -IN SHOWER MOUNTING HEIGHTS AND DIMENSIONS TYPICAL 3'-0" x 3'-0" ACCESSIBLE TRANSFER TYPE SHOWER MOUNTING HEIGHTS AND DIMENSIONS ELECTRICAL ENGINEER CHARLEST.ALEXANDER-PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A MARKER BOARD OR TACK BOARD, 36" HIGH OR HIGHER z TOP OF WRITING SURFACE WHEN FOLDED DOWN A TYPICAL MISCELLANEOUS WALL MOUNTED EQUIPMENT MOUNTING HEIGHTS TYP MOUNTING HEIGHTS - MISC1 1 /4" = V-0" MARKER BOARD SPECIMEN OR TACK PASS- BOARD,LESS THRU THAN 36" HIGH DRAWN BY SDL STANDARD MOUNTING HEIGHTS A 1/4" = V-0" C G=003 E In D IV N tttTTT 1 2 3 4 5 6 Project Status 1 2 3 4 5 6 STRUCTURAL DECK STRUCTURAL DECK STRUCTURAL DECK STRUCTURAL DECK TOP TRACK TOP TRACK STRUCTURAL DECK SOUND ATTENUATION SAB RETAINER STRAP @ SIM BATTS (SAB) PER SOUND ATTENUATION 24"O.C. 1"x20 GA. SAB RETAINER STRAP @ SCHEDULE. BAITS (SAB) PER CONT. SHEET METAL 24" O.C. 1 "X20 GA. SCHEDULE CONT. SHEET METAL CEILING LINE CEILING LINE CEILING LINE CEILING LINE CEILING LINE — — — — — — — — — — — — — SOUND ATTENUATION SOUND ATTENUATION 5/8"GW13 BOTH SIDES METAL STUDS, SIZE PER SCHEDULE — — — BATTS (SAB) PER BATTS (SAB) PER SCHEDULE. SCHEDULE. METAL STUDS, SIZE E PER SCHEDULE 5/8"GWB 5/8" ACOUSTICALLY ENHANCED E y 5/8" GWB BOTH SIDES 5/8" GWB BOTH SIDES GWB BOTH SIDES (ONE SIDE CONTINUOUS FACE OF COLUMN OR TO STRUCTURE) WALL (NEW OR EXIST) chapuis design group METAL STUDS, SIZES PER METAL STUDS, SIZE p SCHEDULE METAL STUDS, SIZES architecture a PER SCHEDULE PER SCHEDULE b ACOUSTICAL SEALANT ACOUSTICAL SEALANT ACOUSTICAL SEALANT BOTH SIDES ACOUSTICAL SEALANT BOTH SIDES 510 VONDERBURG DR. SUITE 216 BOTH SIDES BRATeD8 3-667-2FL 840 11 BOTH SIDES l.FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE CGDPA - FL # AA-26003049 IL STUD FIRE -RESISTANCE SOUND ATTENUATION STUD FIRE -RESISTANCE SOUND ATTENUATION STUD FIRE -RESISTANCE SOUND ATTENUATION STUD FIRE -RESISTANCE SOUND ATTENUATION STUD FIRE -RESISTANCE SOUND ATTENUATION MARK SIZE FIRE RATING TEST SAB STC TEST MARK SIZE FIRE RATING TEST SAB STC TEST MARK SIZE FIRE RATING TEST SAB STC TEST MARK SIZE FIRE RATING TEST SAB STC TEST MARK SIZE FIRE RATING TEST SAB STC TEST A 3 5/8" 31 /2" 57 RAL TL06-334 U 3 5/8" 31 /2" 55 TL-06-336 R2 21 /2" - - U6 6" - 31/2" 55 TL-06-336 • NON -FIRE RATED WALL NON -FIRE A RATED WALL, SMOKE TIGHT B 1-HOUR WALL n HIGH STC NON -FIRE RATED WALL STUD FURRING ®� �0 sex NTS NTS NTS NTS NTS ' SPRAY -APPLIED • • - • •4 . '.` ..... - s •_ ' ••.: ;. „ ' ° • : " ° " '' ::.. - - . , .-. . � - ' � • ... ;: -•; ( •. ; . ;,_ • : -• ..; e - :•.. FIRE -RESISTIVE •,w, a a d d " . • . • ' MATERIAL (BERM) a,:° ••'A ,e, (� _ �,. �', I I I I EXISTING METAL REMOVE EXISTING STUDS IN EXISTING PROJECT FOR °�° GWB SOUND AND _ ;z . I I I I ! I I I I METAL STUDS ABOVE SMOKE TIGHT D o CUT ONE LAYER GWB TO o SMOKE CLOSURE c I I I I J L— J L_ HEADER. NOTED THIS IS NOT A FOLLOW PROFILE OF DECKING. STRIP SECURE TO o I i I I NOTE: THIS IS TO A D V E N T H EA LT H- BECOME A 1-HOUR FIRE RATED WALL o 2"x20 GA FIRE RATED WALL P H Y R SEAL CONTINUOUSLY WITH o STRUCTURE AND SEAL -1 'o o I I I M — — — — Tj I I I c7 ,«: ';. , ` ; ° Z E H i L LS WITH ACOUSTICAL STRAPS @ 16" z�: - tl NEW GYPSUM TO BE ACOUSTICAL SEALANT. 20 GA Z-BARS ACOUSTICAL SEALANT SEALANT O.C. TO `' ACOUSTICAL SEALANT a "t '-I'I BOTH SIDES ACCOMMODATE I I I I ( a _ [' 4;r INSTALLED OVER EXISTING SLOTTED TOP _ FILL FLUTE VOID W/ ', ( SFRM i, ; •, �• _ JAMB STUD REMOVE EXISTING HEADER ; TRACK SAB SLOTTED TOP ACOUSTICAL I I I (� I I I r z METAL STUD TRACK I I I I TRACK I SEALANT (BOTH w �' ,r TAPE AND MUD NEW STUD I I I I !. � LI I REMOVE EXISTING JAMB GYPSUM INTEGRAL WITH STUD SIDES) I ¢ ;��•� :y i I I I (I I STUDS "' '_y'_: `'' %'•: EXISTING GYPSUM FOR A — SAB I SMOKE TIGHT ASSEMBLY, SAB I I I i I t '• TYP. ALL EDGES P C U REFRESH GWB GWB I I I I I( I NEW INTERIOR 3 518" 22GAGE, METAL :..:;' ;.: _ STUDS, MAX. 16" O.C. CONCRETE SLAB METAL DECK METAL DECK STEEL BEAM I • . --;�:�`�, ,:.. - •, . (PERPENDICULAR TO FLUTES) (PARALLEL TO FLUTES) I I I I I ` .•� �- ^ :�"'F 5/8" GYPSUM, BOTH 1 1 I I 111 III .t• ` • '`' -" Y, ,4 SIDES OF ASSEMBLY DETAIL B1 -"SMOKE PARTITIONS AND SOUND -CONTROL WALLS"- ADDITIONAL NOTES: 1. UPGRADE TO DETAIL"Al" WHERE WALL IS DESIGNATED WITH A FIRE -RESISTANCE RATING. SEAL GYPSUM TO FLOOR, 2. FILL VOIDS WITH SOUND ATTENUATION BATTS (SAB). TYP. BOTH SIDES TO INHIBIT 3. SOUND WALLS AND SMOKE PARTITIONS REQUIRE THAT AT LEAST ONE LAYER OF GWB BE CUT TO FOLLOW UNDULATING SURFACES OF SUPERSTRUCTURES I : ;"; :,, =; j.�:; ': - I' •,:;?. ��,`;;;:n :` PASSAGE OF SMOKE INCLUDING BUT NOT LIMITED TO FLUTES METAL DECKING. JOINT GWB TO SUPERSTRUCTURE WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT. I I I I I ` ' `} METAL STUD TRACK 7050 Gall Blvd. 4. BUILDING CODE REQUIRES THAT "SMOKE PARTITIONS" BE SEALED TO STRUCTURE AS INDICATED TO SUCCESSFULLY "....LIMIT THE PASSAGE OF SMOKE....". - — — •',,• Zephyrh i I Is, FL 33541 D1 HEAD -OF -WALL CONDITIONS - STUD WALLS - SMOKE PARTITIONS AND SOUND CONTROL WALLS D5 D�T�lFILL -EXISTING -RATED WALL -DEMO D6 DOOR INFILL - UNRATED WALL 3" = 1'-0" 1/21/2" =1'-0" CONT TREATED WOOD BLOCKING: 2x6 FOR CLOSE OPEN p5 CASEWORK, PER DETAIL HVAC WITH 6 MIL. STRUCTURAL DECK FOR EQUIPMENT POLY AND SEAL I I I I I EXISTING METAL Q,� O WITH DUCT TAPE I I I I I( " I I I GYPSUM ASSEMBLY. STUDS IN EXISTING .100 AdventHealth _ NOTE: THIS IS TO C L—___--_— CEILING LINE I I I I I' I I I I I BECOME A l-HOUR 10-24 x 1 1/2" WOOD SHIM TO MATCH LEAD THICKNESS FIRE RATED WALL SCREWS (6 PER PIECE Z OF BLOCKING) CONNECTOR PLATE (OVERLAP TYPE 1 BACKING PLATE TREATED WOOD I I a �j:'�•_,;=�: '•'•!"'� BLOCKING - CUT 3 5/8 NON -LOAD TAPE AND MUD NEW AT CONTINUOUS BACKING SHALL BE USED FOR ANCHORAGE OF METAL STUDS AT BEARING WALL I' a, ::,Y-`,: GYPSUM INTEGRAL WITH AHCA CLIENT CODE I FILE NUMBER: NIA RUNS) THE FOLLOWING: 16 OC MAX TO FIT METAL STUD FRAMING SYSTEM CAI ' : {=•, ~ • ' j I I I EXISTING GYPSUM FORA 1- x HOUR FIRE RATED k GAS CYLINDER BRACKETSASSEMBLY, TYP. METAL STUD FRAMING AND �NKg 5/8" GWB, TYPE'X', BOTH SIDES i I I I LLI p. )' y ? I •, I I EDGES SIM U465 SPACING PER PARTITION k TYPE • uRINALs ISOMETRIC VIEW PLAN VIEW • DRESSING BENCH NEW INTERIOR 3 5/8", _�t •�=`r• I • GRAB BARS FILL WALL • HANDRAILS ISOMETRIC &TYPICAL WALL BACKING TT INS LATH I I I I ;: _ I 22 GAGE, METAL S' R19 3'�2" BAIT INSULATION ;r, i _ ='r "• STUDS, MAX. 16" O.C. I I I :'`t,:'` ' `v'�'.' I FLOOR TO DECK. • ADJUSTABLE WALL HUNG COUNTER C2 3/4" = 11-0" ., h UNINTERRUPTED FIRE RATED HEAVY DUTY I I I I I " FLEXIBLE WOOD BACKING PLATE CONSTRUCTION OCCUPIED I I I I I � `' I�t �'" - � - F., I 5/8 GYPSUM, BOTH SYSTEM SIDES OF ASSEMBLY SIDE SIDE SEAL GYPSUM TO FLOOR, ULTIMATE LOADS ON BACKING r CONTINUOUS SEALANT I I I I I - i' `' -' "•` I TYP. BOTH SIDES TO INHIBIT STUD SPACING I _ '. �',_ VERTICAL LATERAL I" _ -�,=';�'~; PASSAGE OF SMOKE TYPE 1 BOTH SIDES METAL STUD TRACK 16" O.C. 800 LBS 500 LBS FLOOR LINE 24" O.C. 725 LBS 425 LBS DOOR I N F i L L -RATED WALL MARK DATE DESCRIPTION SECTION ' USE DUCT TAPE TO SEAL ALL PIPE AND DUCT C6 1/2" =1'-0" RATING INFORMATION PENETRATIONS OF PARTITION & POLY BARRIER. PROJECT NUMBER 042-22-236.01 I� TYPE 2 BACKING PLATE FIRE RATING -1 HOUR ' SEAL ALL JOINTS WITH PLASTER TAPE SECURED BY RAM -TACK, HIGH TACK SPRAY OR EQUIVALENT. ORIGINAL ISSUE AUGUST 26, 2022 - II THREE #10 LOW PROFILE STC RATING - 45-49 PAN HEAD SMS AT EACH SHALL BE USED FOR ANCHORAGE OF BASED ON UL-465 • FINISH OCCUPIED WALL SIDE WITH GLOSS PAINT. PROJECT MANAGER TEC STUD, TYP. THE FOLLOWING: PROJECT DESIGNER TEC x ° BASE CABINETS PARTITION TYPE - TEMPORARY 1 HOUR FIRE)PROJECT ARCHITECT THOMASE.CHAPUIS-AR97109 II II I it k B5 B LANDSCAPE ARCHITECT WA METAL STUD FRAMING AND FULL HEIGHT CABINETS 1 1 /2" =1'-0" CIVIL ENGINEER NIA B II II II SPACING PER PARTITION II II k I I� TYPE WALL MOUNTED CABINETS II II k ( I • GUARDRAILS II II II DOUBLE STUD FRAMING WHEN TOILET PARTITIONS LOADING QccuRs ON BOTH STRUCTURAL ENGINEER NIA II II (I SIDES AND EXCEED ALLOWABLE TOILET COUNTERTOPS LOAD SHOWN BELOW MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE5451 it II ELECTRICAL PANELS A ELECTRICAL ENGINEER CHARLES T. ALWNDER - PE76422 16 GA. X 6" RUNNER TRACK • HEADWALLS II II X 1.1/4" LEG NOTCHED AROUND A INTERIOR DESIGNER CDG 11 STUDS, EXTEND TO (1) STUD UPPER WALL -HUNG SYSTEM WALL STUDS II ' BEYOND EQUIP. ATTACHMENT PT. FURNITURE I I EQUIPMENT PLANNER WA SYSINETS TEM FURNITURE "PANEL" THAT IS WALL STUDS BACKING PLATE BOTH SIDES REQUIRED TO BE MOUNTED TO A O —O — b — O— O I I DRAWN BY SDL W.O. WALL — — — CABLE TRAY ADDITIONAL ALLOWABLE LOADS ON BACKING CABLES PIPE INSULATION STUDS INSTALLED PIPE / CONDUIT HORIZONTALLY SEE SYSTEM, BACKING TO FORMA � I SEE VOL 3 OF THE TYPE 2 VERTICAL LATERAL / — PIPE / CONDUIT — NON-METALLIC PENETRANT RECTANGULAR I PROJECT MAUNAL 6" X 16 GA. TRACK 220 LBS 200 LBS A A A b — d BOX — -a o FOR ADDITIONAL FIRESTOP SYSTEM, INFORMATION I I I I SEE VOL 3 OF THE 11 11 q 1j PROJECT MAUNAL TYPE 3 BACKING PLATE I I I FOR ADDITIONALtz SHALL BE USED FOR ANCHORAGE OF INFORMATION / TWO #8 LOW PROFILE PAN THE FOLLOWING: / HEAD SMS AT EACH STUD, — - — I k TYP. • TOILET AND BATH ACCESSORIES d Z N N ~ TELEPHONES - LA A CL r A METAL STUD FRAMING AND BULLETIN BOARDS k I SPACING PER METAL STUD PARTITIONTYPE • MIRRORS x I SECTION A -A SECTION A -A SECTION A -A 8"-16" X 18 GA. MIN. HIGH • EXAM LIGHTS NOTE: NOTE: NOTE: METAL DIRECTORIES 1. FOR FIRE RATING OF 1,2,3 & 4 HOURS 1. FOR FIRE RATING OF 1 & 2 HOURS 1. FOR FIRE RATING OF 1 & 2 HOURS GENERAL PARTITION PLATE, EXTEND TO (1) STUD BEYOND EQUIPMENT • CHART RACKS 2. REFER TO FULL SYSTEM DESCRIPTION W-L-1001 2. REFER TO FULL SYSTEM DESCRIPTION W-L-1147 2. REFER TO FULL SYSTEM DESCRIPTION W-L-5001 �i ATTACHMENT POINT • LIQUID CHALK BOARDS PARTIAL SYSTEM DESCRIPTION: PARTIAL SYSTEM DESCRIPTION: PARTIAL SYSTEM DESCRIPTION: TYPES DETAILS AND "' • LITERATURE RACKS A. STEEL PIPE: NOM. 24" DIA. OR SMALLER SCHED 10 OR A.STEEL PIPE: NOM. 12" DIA. OR SMALLER SCHED 10 OR A.STEEL PIPE: NOM. 12" DIA. OR SMALLER SCHED 10 OR 7 w BACKING PLATE BOTH SIDES MAGAZINE R'� HEAVIER HEAVIER HEAVIER NOTES A W.O. • SIGNAGE B.IRON PIPE: 24" DIA OR SMALLER SERVICE WEIGHT OR B.1RON PIPE: 12" DIA OR SMALLER SERVICE WEIGHT OR B.COPPER TUBING: NOM. 6" DIAM OR SMALLER TYPE L OR A t • SUPPORT FOR MEMBRANE HEAVIER CAST IRON PIPE, NOM. 12 " DIA OR HEAVIER CAST IRON PIPE, NOM. 12 " DIA OR HEAVIER COPPER TUBING SHOWER SMALLER CLASS 50 OR HEAVIER DUCTIILE IRON SMALLER CLASS 50 OR HEAVIER DUCTIILE IRON C. COPPER PIPE: NOM. 6" DIA OR SMALLER REGULAR OR t PAN LINER PRESSURE PIPE PRESSURE PIPE HEAVIER COPPER PIPE C.CONDUIT: NOM. 6" DIA. OR SMALLER STEEL CONDUIT C.CONDUIT: NOM. 4" DIA. OR SMALLER STEEL CONDUIT A ALLOWABLE LOADS ON BACKING OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL UL SYSTEM NO. W-L-0020 OR SIMILAR N METAL TUBING METAL TUBING N BACKING D.COPPER TUBING: NOM. 6" DIAM OR SMALLER TYPE L OR D.COPPER TUBING: NOM. 4" DIAM OR SMALLER TYPE L OR FOR DAMAGE IN FIRE RATED ASSEMBLIES. TYPE 3 VERTICAL LATERAL HEAVIER COPPER TUBING HEAVIER COPPER TUBING SCALE As indicated 49 PREVIOUS BLOW OUT PATCH DETAIL IS NO 8"-16" X 18 GA. PLATE 15 LBS 5 LBS E. COPPER PIPE: NOM. 6" DIA OR SMALLER REGULAR OR E. COPPER PIPE: NOM. 4" DIA OR SMALLER REGULAR OR UL SYSTEM NO. W-L 8073 OR SIMILAR LONGER AN ACCEPTABLE SOLUTION TO HEAVIER COPPER PIPE HEAVIER COPPER PIPE REPAIRING HOLES/DAMAGE IN FIRE RATED F. OTHERS* AS DESCRIBED IN FULL SYSTEM DESCRIPTION FOR MULTIPLE PIPE PENETRATION ASSEMBLIES M BACKING PLATER SYSTEM W-L-1001 SYSTEM W-L-1147 SYSTEM W-L-5001 SYSTEM W-L-8073 SYSTEM W-L-0020 G=010Al 3 � 3" =1'-0" A2 11/2" = V-0" A3 11/2" = V-0" A4 1 1/2" = V-0" A5 1" = V-0" A6 1,� = 1'-0" v 59 1 2 3 4 5 6 Project Status 1 2 3 4 5 6 t E L B A J-RUNNER DUCT WORK WHERE OCCURS 21/2" (MIN) C-H STUDS GAUGE AS REQ'D BY TEST # 1" SHAFTWALL LINER PANEL 2 LAYERS 5/8" GWB (@ VERTICAL PLANE) J-RUNNERS 3 LAYERS 5/8" GWB (@ HORIZONTAL PLANE) RATING INFORMATION: FIRE RATING - 2 HOUR TEST: NER-258, WHI-495, WHI-694.0300.1 2 HOUR HORIZONTAL ASSEMBLY 1 1/2" = 1'-0" SAMPLE NFPA 170 RATED WALL ASSEMBY DESIGNATION WALL WITH RECOGNIZED TESTED ASSEMBLY NUMBER: I.E. UL 465 NOTE: 1. CONSTRUCT BASIC GYPSUM COMPONENTS OF HIGH PRIORITY / TESTED ASSEMBLY PRIOR TO BUILDING LESSER PRIORITY WALL WALL PRIORITY LEGEND 2 HOUR FIRE / SMOKE WALL PRIORITY 1 / HIGHEST 2 HOUR FIRE WALL PRIORITY 2 �— 2 HOUR SHAFT WALL 1 HOUR FIRE AND SMOKE WALL PRIORITY 3 1 HOUR FIRE WALL PRIORITY 4 O HOUR / NON -RATED WALL PRIORITY 5 / LOWEST HIGH PRIORITY WALL SCHEMATIC 3" = V-0" FILL VOIDS AT DECK BETWEEN — GYP BD WITH FIRESAFING — CUT GYP BD TO —� CONFORM TO DECK PROFILE AND SEAL CONTINOUSLY RUNNER FASTEN 24" O.C. RATED PARTITION AS SCHEDULED LESS THAN I I 6" I I - SECTION AT RATED PARTITION ADJACENT TO BEAM J-RUNNER DUCT WORK WHERE OCCURS 21/2" (MIN) C-H STUDS GAUGE AS REQ'D BY TEST # 1" SHAFTWALL LINER PANEL 2 LAYERS 5/8"GWB (@ VERTICAL PLANE) J-RUNNERS 3 LAYERS 5/8" GWB (@ HORIZONTAL PLANE) RATING INFORMATION: FIRE RATING - 2 HOUR TEST: NER-258, WHI-495, WHI-694.0300.1 2 HOUR HORIZONTAL ASSEMBLY w 1 1/2" = V-0" - SAMPLE NFPA 170 RATED WALL ASSEMBY DESIGNATION WALL WITH RECOGNIZED TESTED ASSEMBLY NUMBER: I.E. UL 465 LEAVE ASSEMBLY EXPOSED FOR VIEWING LEAVE ASSEMBLY EXPOSED FOR VIEWING NOTE: 1. LEAVE EDGES OF GYPSUM ASSEMBLY EXPOSED FOR VIEWING AT 80% AHCA REVIEW. STATE WISHES TO SEE EDGE OF GYPSUM INTERRUPTING GYPSUM FROM LESSER PRIORITY WALL 2. EXPOSED GYPSUM EDGES EXPOSED APPLIES TO ALL RATED ASSEMBLIES REGARDLESS OF HOURLY RATING OR VERTICAL OR HORIZONTAL ASSEMBLY J-RUNNER DUCT WORK WHERE OCCURS 21/2" (MIN) C-H STUDS GAUGE AS REQ'D BY TEST # 1" SHAFTWALL LINER PANEL 2 LAYERS 5/8" GWB (@ VERTICAL PLANE) J-RUNNERS 3 LAYERS 5/8" GWB (@ HORIZONTAL PLANE) SEE PLAN FOR WALL TYPE (2 HOUR MIN.) WALL BEYOND CEILING LINE RATING INFORMATION: FIRE RATING - 2 HOUR TEST: U.L. Design No. 411, NER-258, WHI-495, WHI-694.0300.1 2 HOUR WALL ASSEMBLY WITH OFFSET "T % 1 1/2" = V-0" SAMPLE NFPA 17C RATED WALL ASSEMBY DESIGNATION WALL WITH RECOGNIZED TESTED ASSEMBLY NUMBER: I.E. UL 465 TAPE AND MUD CORNER BEAD TAPE AND MUD NOTE: 1. CONDITION SHOWN ABOVE REPRESENTS ASSEMBLY AT COMPLETION 2. INSTALLATION OF CORNER BEAD AT MID -WALL CONDITION WILL REQUIRE ADDITIONAL'FLOAT' FOR WALL PREP TO HIDE SURFACE VARIANCE DUE TO CORNER BEAD WALL PRIORITY NOTES 1. SCHEDULE ALL WORK TO ALLOW FOR CONSTRUCTION OF HIGH PRIORITY WALL PRIOR TO LESSER PRIORITY WALLS 2. IF ALLOWING AHJ TO VIEW THE UNFINISHED EDGES OF HIGH RIORITY WALLS IS NOT FEASIBLE, CONTRACTOR SHALL PHOTOGRAPH THE INSTALLED CONDITION AT THE FOLLOWING PHASES OF CONSTRUCTION: A. INSTALLATION OF GYPSUM SUCH THAT THE EXPOSED EDGE CAN BE CLERLY SEEN FROM SLAB TO DECK ABOVE B. INSTALLATION OF CORNER BEAM PRIOR TO TAPE AND MUD FROM SLAB TO DECK ABOVE 3. ALL HIGH PRIORITY WALLS SHALL BE STENCILED FOR VIEWING LINE OF STRUCTURE, PARTITION AND BEAM RUN PERPENDICULAR TO DECK SPRAY FIREPROOFING, CONTINUE INTO VOIDS ABOVE THEM LINE OF STRUCTURE, PARTITION AND BEAM RUN PERPENDICULAR TO DECK SPRAY FIREPROOFING, CONTINUE INTO -VOIDS ABOVE THEM FILL VOIDS AT DECK BETWEEN GYP BD WITH FIRESAFING CUT GYP BD TO CONFORM TO DECK PROFILE AND SEAL CONTINOUSLY RUNNER FASTEN 24" O.C. RATED PARTITION AS SCHEDULED I I ' 2"X2"X20GA CONTINUOUS ANGLE RETAINER - SCREW TO STUD SECTION AT RATED PARTITION ADJACENT TO BEAM AND MUD LINE OF STRUCTURE =7• SPRAY FIREPROOFING 20 GA Z-CLIPS AT 2" O.C. ATTACH BEFORE APPLYING SPRY FIREPROOFING ABUT GYP BD TIGHTLY TO FIREPROOFING RUNNER, FASTEN WITH CLIPS RATED PARTITION AS SCHEDULED INSULATION AS REQUIRED SECTION AT RATED PARTITION UNDER BEAM V 1 1/2" = V-0" LINE OF STRUCTURE - - — — — — — — — — — — — — — — - PARTITION AND BEAM RUN PERPENDICULAR K. TO DECK r•- - RUNNER I p I „r SPRAY FIREPROOFING, FASTEN 24" O.C. Q ( INTO VOIDS �az ACONTINUE BOVE BEAM 14 _ RATED c PARTITION AS I Z I SCHEDULED f FILL CAVITY WITH _ FIRESAFING I f ` 2" X 2" X 20 GA I 2"-4" CONTINUOUS ANGLE RETAINER - SECTION AT RATED PARTITION ADJACENT TO BEAM - MALT ATTACH TO STRUCTURE AS ocnue�rr rjr� BOOM SUPPORT DETAIL v v 3" = V-0" SUSPENSION SYSTEM COORDINATE WITH VENDOR FOR NEW IF REQUIRED. WIRED TO STRUCTURE ABOVE TO MAINTAIN RIGIDITY OF CHANNEL CONTINUOUS METAL FURRING OVER LENGTH OF CURTAIN TRACK SPACER TUBE #8 X 2.5" SCREWS AT 24" O.C. NOTE: 1. CURTAIN TRACK TO BE SUPPORTED INDEPENDENTLY FROM CEILING TILE AND GRID 2. ASSEMBLY IS SIMILIAR IN GYPSUM ASSEMBLY CEILING CEILING -CURTAIN TRACK, TYP 6" = V-0" LINE OF STRUCTURE 2" x 2" x 20 GA CONTINUOUS ANGLE RETAINER - SCREW TO STUD - 4 t 5 v SEALANT -' SPRAY FIREPROOFING RUNNER TRACK = BEHIND VERTICAL GYP BD JOINTS ' 20 GA Z-CLIPS AT 2" ABUT GYP BD BD O.C., ATTACH BEFORE TIGHTLY TO APPLYING SPRAY FIREPROOFING I I I FIREPROOFNIG I RUNNER, FASTEN RUNNER TRACK I I WITH CLIPS BEHIND VERTICAL GYP BD JOINTS RATED PARTITION AS SCHEDULED INSULATION AS REQUIRED C3c SECTION AT RATED PARTITION UNDER BEAM 1 1/2" = 1'-0" FILL VOIDS WITH FIRESAFING RUNNER FASTEN 24" O.C. FILL CAVITY WITH FIRESAFING s ,► , 72A) METAL STUD, IN WALL, TYP. PARTITION PLANE SECTION AT RATED PARTITION PERPENDICULAR TO BEAM CUT GYP BD TO CONFORM TO DECK PROFILE AND TO TIGHTLY ABUT SPRAY FIREPROOFING MAX GYP BD CANTILEVER: 6" GYP BD MUST SPAN 2 STUDS MIN. E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 PROJECT FOR D ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 N AdventHealth AHCA CLIENT CODE / FILE NUMBER: N/A MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY SDL h GENERAL PARTITIONS DETAILS As indicated G=020 1 1 /2" = V-0" 1 1 /2" = V-0" 1 1/2" = 1'-0" 1 1/2" = V-0" 1 2 3 4 5 6 rrojeci status F. cm r0 w w w I I I I I I I 1 L. I I - -' 1 !I I I I I A l I. 91 I -- 11 III I I 1 I I I i11 II`1'� �°11 1'I 9 I I I I I III I I I I !I rf� -- I' II I 1 r 1 ! t - -1— 1 2 3 4 5 6 — — E C B A J IS j R:. ,a.- (Z,-- - I E -t - ia. % •1..4_e STAIR V . .. , I ; I : 1. - — STAIR V .. 1.: i :I , _' ..4. _ 16 -1 . eI i�:.:I . . 11•:I I I { j1 —_- - I STA ! -- - - - -. I II �---- • ____� I - - -- - -IR' _., _ - - . 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KP I S B N/ NITORS OMMAND C R PYXI TLT KF OFFICE UB S TLT�' DICTATE CLOSET KF KP I KP URSE STATION PAT. RM ` U 3 v '� '�'' l41 ti j" c. UUj 1 S TL STG. T - EQUIP. MEDS I ® e 1 .,; ` ® I H U)CLEAN HOLD. TAFF TL in TL SUB N/S SUB N/S TL CATHCAM' ROL R . VEST. PROC DURE #2 PAT. TLT F LU LDR #2408 - VIP PROCEDURE-1 STG. ( 2 ❑ ❑ 61 LOUNGE I S B NI O ISO p� g.�_ #7 B cc C t STAFF TLT TLT LCKR. RM. CONTROL d J � I a=.►-� I ?' PAT. RM. PAT. RM. PAT. RM. LOUNGE D CU 11 0 ELEC; I o `SI OFFICE PATH. OFFICE 11RASH LOUNGE TLT BLOOD DRAW I TLT-TLT TLT PCU #5 TL Q STAIR #1 (� STAIR E L �O?Tff�( WAITING C� P (: I C ! < 40PEN LAB � — STAIR L C I OFFICE EN OFFK: MECH. RM. I HISTOLOGY "' u) J PHLEBOTOMY OPEN LAB RECEPTION ❑ ® ❑ ❑ ilk „ a a I CONF. s Cn STG. OPEN LAB T OPEN OFFICE MECH. RM. OLOGY BLOOD BANK W li S CHEMISTRY ❑❑ OFFICE ❑ REF. 1 C F OPEN LAB H MA / COAG. I L CHEMISTRY OFFICE COMPUTER RM. S DATA PROC. OFFK E OFFICE LOUNGE OFFICE AFB u) URINE ANALYSIS (:OF LA (o ' s PROJECT AREA: PCU E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 PROJECT FOR ° ADVENTHEALTH- ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 Advent Health AHCA CLIENT CODE / FILE NUMBER: N/A MARK DATE DESCRIPTION PROJECT NUMBER 042.22.236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY SDL tiv LIFE SAFETY PLAN - LVL 2 -EXISTING A FLOOR PLAN As indicated • PROJECT PLAN - LVL 2 - LIFE SAFETY - EXISTING FLOOR PLAN N 1 NORTH LS=l 02 1/16" = V-0" 04 N O CN O° 1 2 3 4 5 6 Project Status i 1 2 3 4 5 6 E C �I A O IS__—jL LY/IAEDS 18 Q am � N 0 KP W � S 000 KP _rs o HC TLT LOUNGE PATS. RM LIFE SAFETY SYMBOLS ❑ F/A HORN ILLUMINATED EXIT SIGN, SINGLE Xj F/A HORN AND STROBE ,p36" W FACE WITH DIRECTIONAL ARROW AND EXIT WIDTH IN IMF' F/A SPEAKER AND STROBE INCHES m FC FIRE ALARM CONTROL PANEL W F/A HEAT DETECTOR FS FIRE SYSTEM ANNUNCIATOR 0 F/A SMOKE DETECTOR AC FIRE HOSE STATION ® F/A STROBE 70 PULL STATION SC SMOKE COMPARTMENT 0 z MAGNETIC DOOR HOLD OPEN EXIT ILLUMINATION V FIRE EXTINGUISHER TRAVEL DISTANCE AND ROUTE TO EXIT FROM MOST REMOTE POINT FEO FIRE EXTINGUISHER CABINET SUITE DESIGNATION ® ILLUMINATED EXIT SIGN ® EMERGENCY LIGHTING - RECESSED CAN LIGHT ® EMERGENCY LIGHTING - 24"X24" �— PAT. RM. #1 PAT. RM. PAT. RM. PAT. RM. PAT. RM. PA . RM. SMOKE COMPARTMENTS (AFFECTED EXISTING COMPARTMENTS) DESIGNATION PRE CONSTRUCTION AFTER CONSTRUCTION SC: 2D 17,210 SF 17,210 SF SC: 2E 8,780 SF 8,780 SF SUITE: 2-E • 8,960 SF SUB N/$ • PATIENT SLEEPING SUITE 2201A • INTENSIVE CARE UNIT • TWO EXITS REQUIRED Ell • THREE EXITS PROVIDED 1 TRAVEL DISTANCE _ 91'-7" STAIR "J" CONVENIENCE STAIR. FEC NOT AN EXIT PARTIAL PROJECT LIMIT LINE �s E 1 # I= s 1 OFFII PAT. ' RM. 2216 I � LEAN t PAT. RM. 1 I • 0 N PAT. L� 1 s-�--s 2 _ _ s K SOILED r' 1 qq 1 cl1TILITY 1 1 ?I ' C7 2224 TLT pAT RM RM 2232A — 2234 1 2215 1 ' FEC i -- � TLT 1 I �, " � PAT. RM. 15A ASV sit 1 i CORR.- ,\- - --- TLT HO$P HO$P. 2233� PUBLt�r'1 r ` PUSLtQ ❑❑ - EL E \ IV ELEV II S-t, r '4 S- .) C, S TRAVEL DISTANCE = i TRAVEL DISTANCE _ s 194'-2" 194'-2" S EC S F � SMOKE COMPARTMENT: 2-D i ❑ E F F X 4: �r 1-HR FIRE SEPARATION z 1 TLT PCU #16 SPRINKLERED GLASS OPTION" 1 O 2251 B 2251 PAT. RM. PAT. RM. PAT. RM. PAT. RM. PAT. RM. PAT. RM. - EXISTING #�1�3 #12 #11 #10 #9 F_ ME�CH�L 1 C❑ �❑ W i Cr. 1 o gl c` 1 a ATRIUM (OPEN TO LOBBY BELOW) 1 0 2 2B PCUS#15 1 r 1 r TLT < 1 PCU #14 1 O 2253B 2253 1 1 1 TLT 1 0 PCU #13 225413 2254 t ❑ r 1 TLT PCU #1 1 O 2255B 2255 1 1 1 1 0 1 TLT PCU #11 2256E 2256 1 STAIR "L" CAPACITY: 153 EGRESS WIDTH:36" SUITE COMPARISON (AFFECTED EXISTING SUITES) DESIGNATION PRE AFTER CONSTRUCTION CONSTRUCTION SUITE 2-E - PATIENT - 8,960 SF 8,960 SF SLEEPING PARTITIONS: EXISTING/REMAINING NEW WORK ::] DEMOLISHED SUB N/S W — SUB N/S W SUB N/$ 2203A � 2205A 2207A M ' 1----------- ------- ------------------------------ -- --_ CORRIDOR SMOKE COMPARTMENT: 2-E EQUIP. ALCOVE 2200C N IS REMOTE ESS Ca =� r C �o S MECH �q<� 2220 N8 `t8 T a EQUIPMENT a da��r: C7 22 s-r— VEND 2222A M. MEDS 1. 2217 A u STAFF LOUNGE FU 221s WALL RATINGS: 1 HOUR FIRE 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -�♦S—��.S—N.S- 2 HOUR FIRE/ SMOKE BARRIER —♦-T—�-T TEMPORARY 1 HOUR FIRE SMOKE BARRIER -♦-S--*S—* S- "GRAY" = EXISTING RATING TO REMAIN SUB N/S _ 2209A ----- --------- S FHC RAVEL DISTANCEQt 961-911 e so. ICU #11 221 22i1 ICU #12 2212 OFFICE 2003 ICU #13 2213 �■/5 UB /$ 2213 s % ICU #14 Nil �110 IM S s� - - y, WT 0 0 MT CONF. OFFICE 20012002 2272 2273 PCU ® 2266E 1 I S 1 IS� SUPPLIES 2274 El � � 1 B N/S MECH STAFF —SUB /S 2 51A 1 1 2275 j LOUNGE 2265 1 2267 1 C FE .;r;;nECH. 2271 FE TLT Q s IT ,2285E 1 ��� � F E_ X '•�PCU #2; 2265 � •-� EQUIP EQUIP © ' TLT 2279 K 2268 © 1 225D BLOOD 0 GAS �\ E6SS P TLT 1 �'` 0 2264E 2270 - Ft" ❑ 1 _ S 1 ONITORS CO CTR D O RIS TLT N/S 227s 22500 0-2-78-1 PYXIS 2250C OFFICE ' 53A 1 0 SUB /S 3 S 2250B i PCU 1 CORRIDOR 225o � 1 FHC TRAVEL DISTANCE _ TLT PCU #4 2263B 1 FEC-------.--------------- ------ -------------------- , 1 © . ❑ li - SUB NIS SUB N/S = 1 2257A 22597A PCU #5 TLT 1 '� ��-� ❑ i 2262 2262B 1 = ISO PCU ISO PCU = 1 W #10 PCU #9 PCU #8 #7 , z 1 N/S c7 2257 2258 2259 2260 i UB N S 1= 1 � z 55A � i � S 2261 F- w a: v ,, TLT O TLT- TL 10TLT TLT; _ �e''�PCU #6 2261 B 1 F- 2257E 2258B 259E 2260E �' 2261 O COD no Q l a Cii S a - -�-, TAIR a -- PROJECT AREA: `T -_+I =i PCU s FE MECH F F X - "2223 WAITING 4 2222 � '441- i s,IM CORRIDOR � , h t" lS * Sri --A FEC S STAIR "K" CAPACITY: 153 EGRESS WIDTH:36" E chapuis design group arch itecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 PROJECT FOR ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 N Advent Health AHCA CLIENT CODE / FILE NUMBER: N/A MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT NIA CIVIL ENGINEER WA STRUCTURAL ENGINEER WA MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER WA DRAWN BY I SDL 1 ...1 If LIFE SAFETY PLAN - LVL 2 -PROJECT A AREA -EXISTING As indicated a PROJECT c PLAN - LVL 2 - LIFE SAFETY - OVERALL ICU & PCU WING - EXISTING NORTH LS=l 03 N Al 1 /8" = V-0" 0 1 2 3 4 5 6 Project Status 1 2 3 4 5 6 E ED C B A TLT #16 5 LS— S----4- PAT. RM. 2PLE AMPLY/ EDS TLT H SP. QPAT. RM. cn ao Il � -1 o O `m o ---,t.S W O co 2 €n� ' PA HG TLT 0 LOUNGE MM LIFE SAFETY SYMBOLS F/A HORN ILLUMINATED EXIT SIGN, SINGLE F/A HORN AND STROBE 4�36" FACE WITH DIRECTIONAL ARROW AND EXIT WIDTH IN F/A SPEAKER AND STROBE INCHES FCP FIRE ALARM CONTROL PANEL F/A HEAT DETECTOR FSA FIRE SYSTEM ANNUNCIATOR ® F/A SMOKE DETECTOR (t FIRE HOSE STATION ® F/A STROBE • PULL STATION Sc SMOKE COMPARTMENT 0 zz MAGNETIC DOOR HOLD OPEN EXIT ILLUMINATION V ® FIRE EXTINGUISHER TRAVEL DISTANCE AND ROUTE TO EXIT FROM MOST REMOTE POINT FEC FIRE EXTINGUISHER CABINET SUITE DESIGNATION ® ILLUMINATED EXIT SIGN ® EMERGENCY LIGHTING - RECESSED CAN LIGHT ® EMERGENCY LIGHTING - 24"X24" PATORM. PATORM. PATORM. PATORM. PA I I I I 7RM. _ TRAVEL DISTANCE _ N- 19,V-2" FEC yj 17 PAT. RM. PAT. RM. PAT. RM. PAT. RM. PAT. RM. PAT. RM. 1 0 0 0 1 0 PAT.,RI A. H.C. TLT 2232A SMOKE COMPARTMENTS (AFFECTED EXISTING COMPARTMENTS) DESIGNATION PRE CONSTRUCTION AFTER CONSTRUCTION SC: 2D 17,210 SF 17,210 SF SC: 2E 8,780 SF 8,780 SF SUITE: 2-E • 8,960 SF • PATIENT SLEEPING SUITE • INTENSIVE CARE UNIT • TWO EXITS REQUIRED • THREE EXITS PROVIDED STAIR "J" CONVENIENCE STAIR. NOT AN EXIT PARTIAL PROJECT LIMIT LINE ' PAT. RM. �, 1 2216 , PAT. RM. 1..� - �� s ICU #1 IC 2202 - SUB N/S 2201 A ® a r-------------------------- -- TRAVEL DISTANCE _ 911-7". _ FEC s-�--s 1 PAT. RM. 1 PAT. RM. TLT -EC PAT. RM. 1 15A S C SUITE COMPARISON (AFFECTED EXISTING SUITES) DESIGNATION PRE AFTER CONSTRUCTION CONSTRUCTION SUITE 2-E - PATIENT - 8,960 SF 8,960 SF SLEEPING PARTITIONS: EXISTING/REMAINING NEW WORK C _ _ :3 DEMOLISHED WALL RATINGS: 1 HOUR FIRE --4-S—♦S—$S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -N-S--4+SS- 2 HOUR FIRE/ SMOKE BARRIER —�T T TEMPORARY 1 HOUR FIRE SMOKE BARRIER —* S—♦-S—♦-S- "GRAY" = EXISTING RATING TO REMAIN ZZ ICU #3 ICU #4 ICU # ICU #6 ICU #7 ICU #8 ICU #9 IC ; 404 2205 _ - -- - -- 2206 2207 1 SUB N/S _ SUB N/S SUB N/S SUB N/S 2203A � 2205A 2207A 2209A 0 E3 0 -- ---------------------------a61�-- ------ -- ----------------- ------------ ----- FH( CORRIDOR - TRAVEL DISTANCE _ SMOKE COMPARTMENT: 961.9" 4.t n 2-E EQUIP. ALCOVE li ' - C ® N IS REMOTENESS _ 1 5" - r —_ 'ISO. ICU - OFFICE __ _ - M comm. MEDS #11 CTR. _ 2217 22, 9A I- --- -�-. u-�--s ti M2E22CoH �'���������7 w ` sue; STAFF SOILED cn cs fil LOUNGE % -,4w -I.. nUTILITY N � n 2218 ISUB IN/$ = a TLT Cn a Q, - EQUIPMENT 2 ' s --� --- VEND s-4----s CORR. ���, � _--NO - - _ r., FEMECH OFFICE TLT �� 1 '� II KOSI°. _4—f � _ _ 223 2003 2233A _ PUBLV-1 TPUBLIC,�I E $V ! E I'V ill - I WAITING �, I - 4 - �% 2222 1 !-- �— �j F s ICU #12 2212 ICU #13 UBi/S - - --� A 2213 lcm TRAVEL DISTANCE _ _ ORRIDO FEC I� 194'-2" s C R I � _ 2000 -- kol SMOKE COMPART 2-D s ,► 22, 4 -- — WT MT -- - s _ s-----�-s------ems s j 2001 1 2002 1 CONE. OFFICEL 10 TLl' ' 1-HR FIRE SEPARATION J 1 TLT r -� =`� PCU #16\� �� � � 1' 2272 _ 2273 PCU #1 1 SPRINKLERED GLASS OPTION11 2251E r1 66NB - EXISTING 2251 SUPPLIES 1 1 ---1 MECH'L 1 I� 2274 1 w ai 1 1 S 1 oc - H SU /S MEC 1 �' ��" 51A 2265 2275 GE 1 i cc FE (11#�,aMECH. I 1 ATRIUM a 1 ' TLT 2271 1 TLT �- 4� (OPEN TO LOBBY BELOW) �, PCU #15 FE u � 100 2252E 2252 IT �����, h 1 PIbU #2 2265E 1 2275A \ 1 O \La 5 2265 1 EQUIP EQUIP i 13 TLT 2279 iwlJ 2268 EVS 13 1 J _ 2276A o -- i R BLOOD ' ° + # TL'� 2253B r PCU #1 �: 2250 GAS - --- -- FEC P'�=_' 2264E 1 2253 d 2270 1 - 1 I� { OFFICE CO _ y ' C RIS ° _ L /S 2276 22 78 PYXI TE2269 S $ 1 - 2250B 22 �1 E "CC TLT �RRIDO R 2250C PCU #13 `;r TLT TLT P. 2250 - FHC 1 - 1 AVEL DISTANCE _ r, — 2254 _ 136'-7" PGU #4 2263B 1 2254E � r----�--f-- y -----N-----------N..-------- 4 2263 _ FEC TLT 225 A 22 A i 13 Ll 13 CU us PCU #5 1 2255E PCU #1 ® ® , 262 226 B 1 �! 2255 ISO PCU - _ -- - -� - 1- — _ _ _ _ -ISO Pcu PCU #9 PCU #8 - — #7 '� I z LZ z 1 (I /S j i 2257 2258 1 2259 2260 IIJ - ' U _ 1 2 55A - - -- 1 = 2261 1 2 - cc 41 = - - 12256B0 TLT - PCU #11; - - _- Q ------''' ''� 22618 - -- 1225s TL TL _ TLT TLT : PC #61 g `. 7B 2258E 259E 2 1 2261 cc 1 STAIR "L" CAPACITY: 153 EGRESS WIDTH:36" STAIR "K" CAPACITY: 153 EGRESS WIDTH:36" E STAIR K _ D a r chapuis design group arch itecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 41-4 CP 0 *ex 10 PROJECT FOR ADVENTHEALTH- ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 Advent Health AHCA CLIENT CODE / FILE NUMBER: NIA 1 NOV. 2, 2022 Addendum 2 - Construction Coordination MARK DATE DESCRIPTION PROJECT NUMBER 042.22.236.01 ORIGINAL ISSUE AUGUST 26, 2022. PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT WA CIVIL ENGINEER WA STRUCTURAL ENGINEER WA MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER WA DRAWN BY SDL LIFE SAFETY PLAN - LVL 2 -PROJECT AREA -NEW WORK " COMPLETE -EGRESS As indicated a PROJECT C Al PLAN - LVL 2 - LIFE SAFETY - OVERALL ICU & PCU WING - NEW WORK COMPLETE - EGRESSCD LS=l04 1/8"= 1'-0" NORTH N 1 2 3 4 5 6 Project Status TOTALS ( SC: 2D ) 1 17,210 SOFT I I 79PERSONSI 1 15.8 IN 1 41 IN ..... DiOoioio!!�'�oioi� ■ ♦0000.000.' �000000000`�000'*0000� �o�o�000�*.ono+o�op� i " O'OOioDOOoo�o+� ►0000000000 '/ �0000000 �♦ ►0000000000 ' oo.0000Aoot ; �� �� �� ♦001000000� � �o.0000000♦ ►�o�o�o�o�.�o�o�o�o�� ; , _ � .•v000000 *o�o►o,�o�o�o�o�o�o�� '%--�•i�ioioioioioioi _t_a.� ►�oioioioioioi romem m.lw 5 CT�ttQ :111. T ♦0000'.'R iAA ' ;►000000� ♦0000.o �! �000000� ♦000000 ♦00000� ♦.000.o J!1011!9"ri\!] Ji 1 HOUR FIRE —♦-S--S--$S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE ♦S—$0 S--+*_S- 2 HOUR FIRE/ SMOKE BARRIER --T ----- ♦T— TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER E ...y- u. "GRAY" = EXISTING RATING TO REMAIN chapu1S i • r� u � aesign grvulp m 0% * a V. e W% s > A 4k DDVEN I HEP 7CMLJVMLJ11 I a �re m'7"il a �. Nre .IFt SAI-t I Y PLAf LVL 2 -PROJECT 4REA -NEW WOF COMPLETE - OCCUPANCY LoffA I I 1 11 Ii, 11' 11!1' I I lop'1 ! m I I I _- f: I W Uj w E C B Q 1 2 3 4 5 6 PHASING NOTES: KEYED NOTES 1� FOR DURATION OF CONSTRUCTION, CONTRACTOR SHALL ERECT TEMPORARY ICRA PARTITIONS AND BARRIERS, AS REQUIRED, TO SEPARATE THE CONSTRUCTION AREA FROM ADJACENT OCCUPIED SPACES/AREAS. DOORS WITHIN ICRA BARRIERS SHALL INCLUDE, AS MINIMUM, A 45- MINUTE FIRE -RATED DOOR, SELF -CLOSING & POSITIVE LATCHING HARDWARE, AND LOCKING MECHANISM. SEE DETAIL FOR TEMPORARY ICRA BARRIER REQUIREMENTS. 2O DURING CONSTRUCTION, CONTRACTOR SHALL LOCATE TEMPORARY 10LB TYPE ABC FIRE EXTINGUISHER WITHIN WORK AREA. 30 DURING CONSTRUCTION, CONTRACTOR SHALL LOCATE HEPA FILTER NEGATIVE AIR MACHINE(S) TO NEGATIVELY PRESSURIZE CONSTRUCTION AREA. O CONTRACTOR SHALL LOCATE WALK -OFF MATS AT ALL ENTRY/EXIT POINTS TO CONSTRUCTION AREA TO PREVENT MIGRATION OF DUST & DEBRIS OUTSIDE OF CONSTRUCTION AREA. CONTRACTOR TO ENSURE THAT CORRIDOR SPACE OUTSIDE OF ENTRY POINT TO KEPT CLEAN OF DUST VIA MOPPING, AS REQUIRED. 5O EXISTING SPACE TO REMAIN ACTIVE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR TO KEEP SPACE FREE OF DEBRIS AND OBSTRUCTIONS TO MAINTAIN EGRESS PATH. 6O LOCATION AND CONSTRUCTION OF ICRA BARRIER SHALL NOT INTERFERE WITH OPERATION OR CLOSURE OF EXISTING CROSS -CORRIDOR DOORS. 7O EGRESS PATH MUST BE MAINTAINED AT ALL TIMES FOR EXITING IN AN EMERGENCY FROM OCCUPIED AREAS OF THE SMOKE COMPARTMENT. • CONTRACTOR TO PROVIDE AND MAINTAIN TEMPORARY ACCESS THROUGH CONSTRUCTION AREA AT ALL TIMES, DAY AND NIGHT, 24 HOURS A DAY • ROUTE SHALL BE MAINTAINED AS ACCESSIBLE, UNOBSTRUCTED, CODE - COMPLIANT, AND FREE OF DEBRIS OR OTHER ELEMENTS THROGHOUT DURATION OF CONSTRUCTION. 8� FACILITY AND STAFF MUST HAVE ACCESS TO THE TELEMETRY ROOM WITHIN THE PCU SUITE FOR USE THROUGHOUT DURATION OF CONSTRUCTION. CONTRACTOR SHALL MAINTAIN UNOBSTRUCTED ACCESS TO TELEMETRY AT ALL TIMES. PAT. RM. PUBLIC ELEV. PHASING NOTES: SEQUENCING PHASE: 0.1 T UPGRADE FOUR (4) EXISTING PCU PATIENT ROOMS TO SERVE AS TEMPORARY ICU PATIENT ROOMS. 2. ROOMS TO SERVE AS TEMPORARY ICU PATIENT ROOMS DURING PCU PHASE OF WORK. 3. ROOMS WILL NOT SERVE SEVERE INTENSIVE CARE OR CRITICAL CARE PATIENTS 4. TEMPORARY ICRA BARRIERS WILL BE ERECTED DURING CONSTRUCTION WORK TO ENSURE THAT THESE PATIENT ROOMS HAVE ACCESS TO THE ICU STAFF AND SUPPORT SPACES. PHASE' I M A 1. FINISH UPGRADE OF EXISTING PCU PATIENT ROOMS AND PCU WING CORRIDORS AND CORE SPACES. 2. SPACES SHALL BE UPGRADED VIA WORK SHOWN IN PLANS FOR PCU PHASE 1. A. CASEWORK, PATIENT HEADWALL, CEILINGS, TOILET ROOMS, FINISHES 3. TEMPORARY ICRA BARRIERS WILL BE ERECTED 4. CONTRACTOR SHALL MAINTAIN EMERGENCY EGRESS PATH AS SHOWN IN PLAN FOR ENTIRE DURATION OF CONSTRUCTION. PHASE: 1.0 B 1. UPGRADE AND RENOVATION OF FOUR (4) EXISTING ICU PATIENT ROOMS. A. RENOVATE ROOMS TO UPGRADE PATIENT BED & HEADWALL AS REQUIRED. B. RENOVATE TO UPGRADE FINISHES AS REQUIRED. 2. TEMPORARY ICRA BARRIERS WILL BE ERECTED DURING CONSTRUCTION WORK TO ENSURE THAT THESE PATIENT ROOMS HAVE ACCESS TO THE PCU STAFF AND SUPPORT SPACES. PHASE: 2.0 1. FINISH UPGRADE OF EXISTING PCU PATIENT ROOMS, PCU WING CORRIDORS, AND CORE SPACES IN PCU PHASE 2. A. UPGRADE OF FLOOR & WALL FINISHES AS SHOWN IN PLANS. B. SEE BASE BID & ALTERNATE NOTES FOR OTHER SCOPE. 2. FINISH UPGRADE OF EXISTING SEMI -PRIVATE ICU PATIENT ROOM AND TOILET ROOM. A. UPGRADE OF FLOOR & WALL FINISHES AS SHOWN IN PLANS. B. SEE BASE BID & ALTERNATE NOTES FOR OTHER SCOPE. 3. TEMPORARY ICRA BARRIERS WILL BE ERECTED 4. CONTRACTOR SHALL MAINTAIN EMERGENCY EGRESS PATH AS SHOWN IN PLAN FOR ENTIRE DURATION OF CONSTRUCTION WALL RATINGS: --�S—�-S—�-S— —N-S--��S---�♦S— —♦-T—♦T S- PARTITIONS: 1 HOUR FIRE 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE 2 HOUR FIRE/ SMOKE BARRIER TEMPORARY 1 HOUR FIRE SMOKE BARRIER "GRAY" = EXISTING RATING TO REMAIN EXISTING/REMAINING NEW WORK C = _ DEMOLISHED E B A chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 PROJECT FOR ADVENTHEALTH- ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth AHCA CLIENT CODE / FILE NUMBER: NIA 1 I NOV. 2, 2022 1 Addendum 2 - Construction Coordination MARK I DATE I DESCRIPTION PROJECT NUMBER 042.22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 . PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY I SDL PLANS - PHASING PCU WING CONSTRUCTION SCALEI As indicated M a 0 N 0 PLAN - LVL 2 - PHASING - PCU WING - PHASE 1 A & 2 3/32" = V-0" PLAN - LVL 2 - PHASING - PCU WING - 1 B 3/32" = 1'-0" PROJECT NORTH APH=1 01 1 2 3 4 5 6 Project Status E A C B t: A C1 1 2 3 4 5 6 HOSP- HOSP. STAIR; NOT AN ELEV ELEV s� ;4 WAITING �--s MECH OFFICE S 4 S - 4- EXIT 2222 2223 2003 O ICU #13 2213 1 S 0 i sus N/S []SUB 2213A CORRIDOR (III)0 2000 r 1 3 4 O5 �JJ�'J I 4 3 1 13 PCU #16 z i TLT - 2251 f z 1 2251 10 T J 0 ]ICNM w n ' a N 1' 18 Cr 12 a i TL 10 . _ .. 22526 , 13 PCU #1 !(13 2252 �►, 1 PCU #14 TLT 13 2253 2253 10 O/ zv I mN�� 1 I8 12 TL i o 22546 13 PCU #1 2254 1 i 1; PCU #1 13 - i TLT 2255 2255 10 1 N F 1 LO 1 ,CM +NNE i I8 12 TL 10 1 22566 PCU #1 13 2256 - - --- 1 o PCU CORRIDOR 2250 1 f T T SUB N/S 8 2 2257A ISO PCU PCU #9 #10 2258 2257 /'-- "`� TLT iLT' 2257E 2258E PLAN - LVL 2 - PCU AREA - DEMOLITION 1/8" = V-0" ICU #14 r 2214 CONF. OFFICE F E PCU #1 8 T� 2272 2273 22ss 1 O 8 266E Z�10 i J ����,N I+/ 6 �\� 7 STAFF J s O I LOUNGE 1 2267 9 p) MECH. I 1, ,r _ 227, I 8 '! TLT 1 _ \,_f 2265E O PCs #2 8 EQUIP ® 1 _ = EVS PCU #3 i BLOOD 22s8A 22s4 TL,T GAS , o 8) % 2264 2270 11 r 1 U)11 1 Z<IO 8 ` OFFICE PYXI 22ss U) —_—_ o TLT 9 1 1` 50C „ 8 !' TLT 0 8 PCU #4 ' 22 $B 1 —t SUB N/S 9 PCU #5 2259A _ _ 2262` TLT 1 2262E 11 O -zz �z_ 80 11 N¢ 11 i PCU #8 ISO PCU 11 O Z� O I I w 2259 N I �I -� M a #7 1 2260 N ~ � 9 pt cc 0 f TLTTL l a TLT I 2261 B 2259E 8 2260B PCU #6 0 I w 8 O 80 2261 l a O STAIR; HOSP- HOSP. NOT AN ELEV ELEV ,EXIT S_*_ WAITING 1—•-s MECH OFFICE ICU #13 S-- 1 S - 4 2222 2223 2003 S CO 2213 1 �S4---s�—Ts S4- —./ I n UB A 2213 ZP II CORRIDOR 200o WT MT 11 ' 2001 -11 11 2002 _ _ _ — _ _ _ _< 8 ICU #14 8 8 , r N ` / 2214 - � 2001-A 2002-A Ln o LO PCU #1 7 PCU #16Z225t_ 8 ,1 N �/ io 10 8 N CONE. OFFICE ® ®266-A� 22ss , 7 TLT w' TLT 10 2251 A 8 2 2 A 0 22 -B 2 I 1 J 2251B s 9 11 11 8 11 8 6 N I 2266B N 1, Z' SUPPLIES 11 Z¢ a Q CM N M W ._cD a W 1 a 4 I N 1 — — — — — 1 I 22s7 A STAFF N B to 1 TLT I 22 2252E 7 ��PCU #1'51 5 A� (0 10 2252 8 11 11 8 I ® I 11 8 7 PCU #14% e „ TLT 10 2253 53 q ( 22 2253B i 11 Z I 6 9 �N I m 8 y I I TLT Al 22546 7 PCU #13,,2254-A 8 11 ( A-301 'Q 10 2254 — — — — — — ---+-„� 1�- 7 PCU #12 s 11 ` 22 2255- TLT 10 55 A 2255B 11 Z < 6 9 a i --F Y i N„ ; I 8� TLT n ` 2256' 2256E 7 PCU #11� A 8 11 10 2256 _ 2275-A MECH Q ¢ / 2275 I LOUNGE i N N 2267 N a 1 2271-A ( 4 s MECH. I 1 11 2271 � 3 I TLT 75A- IT EQUIP 11 I 1 L/ 226g_q i i 7 2265E 2275A 2279 8 IT 2268 AA PCU #2 2279-A _ s EQUIP TLT 10 WORK 22ss D ® \ , 76A-A 2276A RM BLOO EVS 22s8A-A `: / PCU #3 7 0 2250E = GAS 2268A 2264-A 1 ®� TLT V� 5 I 2264B ¢ N o 2270 ® Z¢ 1 0 OFFICE N 2270-A Q �N 8 2276 N 0 �$ 8 a Z TLT N 4 11 11 2250c TELEM R LZ " PYXI 226 1 227 �ad \ 6- ¢ N 0) 4 w 00 i j) r 8 N (a)�.'� CM COMMAND 11 N IPCU 3 1 5Q TLT 3 CTR C RIDOR 2263-q , 2263B 33 2250D 2250 8 PCU 7 #4 �D 2263IV 8 QSUB N 8 �Q SUB 3 ® PCU #5 7 2257 N 2259 2262_A I 2262 , TLT ® ® 9 3 5 I 2262B 1 i � o IO Q _ ' Om Aw ISO PCU PCU #9 PCU #80 4 4 0 ISO PCU Z ¢ ® 4 C14N z #10 2258 I 2259 #7 N 1 i 2257 1 2260 N ' �_ — - — - — - - — - — - -- (%% I J i N H 7 10 .y 1 10 7 7 703 1LU 11 8 A 8 11 2260 / y m ' ` � a 22578 2258E-q 22598-A A 8 � I TLT C TLT- TLT TLT TLT 1 22s1 B < 2257B 2258E - 22596 2260B PCU #6 7 I ¢ IN e a %JIrMn L. 0 PLAN - LVL 2 - PCU AREA - NEW WORK C4 PARTIAL PROJECT LIMIT LINE PAT. RM. I 221s I 10 I 1 IPAT. RM. 2215 TLT i '- 13 i Fo o$ PUBLf I ELEV 6'- 2 1 /8" = V-0" BASE BID AND ALTERNATE NOTES #03: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. NOTED EXISTING DOOR LEAVES IN PCU PHASE 2 SHALL REMAIN AS EXISTING WITHOUT REFINISHING OR RESTAINING. B. NOTED EXISTING DOOR HARDWARE SHALL REMAIN. C. NOTED EXISTING DOOR FRAMES IN PCU PHASE 2 SHALL RECEIVE NEW PAINT FINISH. a. PROVIDE ALL LABOR AND MATERIALS TO REPAIR NOTED EXISTING DOOR FRAMES VIA "BONDO" OR OTHER METHOD. b. PROVIDE ALL LABOR AND MATERIALS TO PREP AND PAINT NOTED DOOR FRAMES IN PCU PHASE 2. SEE FINISH SCHEDULE. ALTERNATE #03: A. NOTED EXISTING DOOR LEAVES AND FRAMES IN PCU PHASE 2 TO BE REFINISHED. a. PROVIDE LABOR AND MATERIALS AS A "PER UNIT COST" LINE ITEM REPRESENTING THE COST FOR THE WORK PER DOOR. • PROVIDE ALL LABOR AND MATERIALS TO REMOVE EXISTING DOOR LEAF FINISH. • PROVIDE ALL LABOR AND MATERIALS TO REFINISH DOOR LEAVES AS REQUIRED ON SHEET A-501. • PROVIDE ALL LABOR AND MATERIALS TO PREP AND PAINT NOTED DOOR FRAMES IN PCU PHASE 2 BEYOND THAT INCLUDED WITHIN BASE BID. SEE FINISH SCHEDULE. • PROVIDE LABOR AND MATERIALS FOR INSTALLATION OF KICK PLATE- SEE NOTES ON A-501 DOOR SCHEDULE SHEET AND WALL PROTECTION FINISH SCHEDULE BASE BID AND ALTERNATE NOTES #04: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. EXISTING FLOORING AND WALL FINISH IN CONF RM 2272 & OFFICE 2273 SHALL REMAIN AND BE PROTECTED THRU CONSTRUCTION ALTERNATE #04: A. EXISTING FLOORING AND WALL FINISHES IN CONF RM 2272 & OFFICE 2273 SHALL BE REMOVED AND NEW FINISHES APPLIED. a. PROVIDE ALL LABOR AND MATERIALS TO REMOVE EXISTING FLOOR FINISH WITHIN ROOMS AND PREPARE FLOOR SLAB TO RECEIVE NEW FLOORING. B. NEW FLOORING TO BE INSTALLED IN CONF RM 2272 AND OFFICE 2273. a. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW FLOORING, INCLUDING WALL BASE, WITHIN CONK RM 2272 AND OFFICE 2273. SEE FLOOR FINISH PLAN & SCHEDULE. C. CONF RM 2272 & OFFICE 2273 TO RECEIVE NEW PAINT FINISH. a. PROVIDE ALL LABOR AND MATERIALS TO PREP AND PAINT ALL WALLS IN CONF 2272 & OFFICE 2273, SEE WALL FINISH PLAN & SCHEDULE PARTIAL PROJECT LIMIT LINE PAT. RM. I 22,s_ G f 22 1 i 1 PAT. RM. I 2215 J TLT 2215A-A I 22,5A i PUBLIC O KEYED NOTES - DEMOLITION O FOR DURATION OF CONSTRUCTION, CONTRACTOR SHALL ERECT TEMPORARY ICRA PARTITIONS AND BARRIERS, AS REQUIRED, TO SEPARATE THE CONSTRUCTION AREA FROM ADJACENT OCCUPIED SPACES/AREAS. DOORS WITHIN ICRA BARRIERS SHALL INCLUDE, AS MINIMUM, A 45-MINUTE FIRE - RATED DOOR, SELF -CLOSING & POSITIVE LATCHING HARDWARE, AND LOCKING MECHANISM. SEE DETAIL FOR TEMPORARY ICRA BARRIER REQUIREMENTS. DURING CONSTRUCTION, CONTRACTOR SHALL LOCATE TEMPORARY 10LB TYPE ABC FIRE EXTINGUISHER WITHIN WORK AREA. 0 DURING CONSTRUCTION, CONTRACTOR SHALL LOCATE HEPA FILTER NEGATIVE AIR MACHINE(S) TO NEGATIVELY PRESSURIZE CONSTRUCTION AREA. 40 CONTRACTOR SHALL LOCATE WALK -OFF MATS AT ALL ENTRY/EXIT POINTS TO CONSTRUCTION AREA TO PREVENT MIGRATION OF DUST & DEBRIS OUTSIDE OF CONSTRUCTION AREA. CONTRACTOR TO ENSURE THAT CORRIDOR SPACE OUTSIDE OF ENTRY POINT TO KEPT CLEAN OF DUST VIA MOPPING, AS REQUIRED. �5 EXISTING SPACE TO REMAIN ACTIVE FOR THE DURATION OF CONSTRUCTION. CONTRACTOR TO KEEP SPACE FREE OF DEBRIS AND OBSTRUCTIONS TO MAINTAIN EGRESS PATH. LOCATION AND CONSTRUCTION OF ICRA BARRIER SHALL NOT INTERFERE WITH OPERATION OR CLOSURE OF EXISTING CROSS -CORRIDOR DOORS. ROOM NOT IN SCOPE. NO DEMOLITION WORK OR NEW CONSTRUCTION WITHIN THIS SPACE. O EXISTING MILLWORK & PLUMBING FIXTURES TO BE DEMOLISHED AND REMOVED Q EXISTING SUB -NURSE STATIONS AT PCU PATIENT ROOMS INCLUDE EXISTING OBSERVATION WINDOWS W/ MAGNET -CONTROLLED INTEGRAL BLINDS. SEE BASE BID AND ALTERNATE #1 NOTES FOR SCOPE OF REMOVING AND REPLACING EXISTING WINDOWS. 10 WITHIN SPACE, CONTRACTOR TO DEMOLISH AND REMOVE EXISTING FLOORING AND WALL FINISHES. PREP EXISTING FLOOR SLAB & WALL SURFACES TO RECEIVE NEW FINISH. EXISTING MILLWORK, CEILINGS, SOFFITS, WALL PROTECTION COMPONENTS, AND OTHER DEVICES TO REMAIN, U.N.O. 11 CONTRACTOR TO DEMOLISH AND REMOVE EXISTING WALL PROTECTION, CORNER GUARDS, HANDRAILS, ETC. PREPARE EXISTING WALL TO RECEIVE NEW WALL PROTECTION COMPONENTS AS REQUIRED. SEE NEW WORK AND EQUIPMENT PLANS 12 PCU PHASE 2: SEE BASE BID AND ALTERNATE #01 FOR CASEWORK SCOPE IN THIS ROOM/SPACE. 13 PCU PHASE 2: SEE BASE BID AND ALTERNATE #02 FOR FINISH AND FIXTURE SCOPE IN THIS TLT RM. 14 PCU PHASE 2: SEE BASE BID AND ALTERNATE #04 FOR FINISH SCOPE WITHIN THIS ROOM/SPACE, BASE BID AND ALTERNATE NOTES #01: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. EXISTING CASEWORK WITHIN NOTED SPACES/ AREAS OF PCU PHASE 2 SHALL REMAIN AS EXISTING AND NOT BE DEMOLISHED. a. SUB -NURSE STATIONS, COMMAND CENTERS, MEDS, AND NOURISH ROOMS IN PCU PHASE 2. SEE DEMOLITION PLAN. b. PROVIDE ALL LABOR AND MATERIALS TO PROTECT (IN PLACE) EXISTING CASEWORK FROM DAMAGE DURING CONSTRUCTION. B. NEW FLOORING IS TO BE INSTALLED TO THE EDGE OF THE EXISTING CASEWORK. ALTERNATE #01: A. EXISTING CASEWORK WITHIN NOTED SPACES/ AREAS SHALL BE DEMOLISHED AND REMOVED. a. SUB -NURSE STATIONS, COMMAND CENTERS, MEDS, AND NOURISH ROOMS IN PCU PHASE 2. SEE DEMOLITION PLAN. b. PROVIDE ALL LABOR AND MATERIALS TO DEMOLISH AND REMOVE EXISTING CASEWORK AT AREAS LISTED ABOVE. SEE DEMOLITION PLAN KEYED NOTES, B. INSTALL NEW CASEWORK AND ASSOCIATED CEILING SOFFITS AS SHOWN IN NEW EQUIPMENT PLAN, ELEVATIONS, AND DETAILS. a. PROVIDE ALL LABOR AND MATERIALS FOR FABRICATION AND INSTALLATION OF NEW CASEWORK FOR NOTED SPACES. C. NEW FLOORING TO BE INSTALLED UNDER NEW CASEWORK, NOT FINISHED TO IT. a. PROVIDE ALL LABOR AND MATERIALS FOR INSTALLATION OF NEW FLOORING UNDER NEW CASEWORK BEYOND THAT INCLUDED WITHIN BASE BID. BASE BID AND ALTERNATE NOTES #02: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. EXISTING TILE FLOOR & WALL FINISHES WITHIN NOTED PCU PHASE 2 TOILET ROOMS TO REMAIN. TLT ACCESSORIES FOR NOTED TLT RMS TO REMAIN. a. PCU PATIENT TLT RMS, SEMI -PRIVATE PATIENT ROOM TLT RM, AND PUBLIC TLTS 2001, 2002 ,& 2276A. b. PROVIDE ALL LABOR AND MATERIALS TO PREPARE EXISTING GYPSUM -FACED WALLS WITHIN ABOVE NOTED SPACES TO RECEIVE NEW EPDXY PAINT (SEE FINISH SCHEDULE). c. PROVIDE ALL LABOR AND MATERIALS TO APPLY NEW EPXOY PAINT TO GYPSUM WALLS IN ABOVE LISTED SPACES. SEE FINISH PLAN AND KEYNOTES LEGEND. d. PROVIDE ALL LABOR AND MATERIALS TO PREPARE & INSTALL NEW OFOI TLT ACCESSORIES (DISPENSERS) WITHIN NOTED TLT ROOMS. SEE EQUIPMENT PLAN. ALTERNATE #02: A. EXISTING TILE FLOOR AND WALL FINISH AT NOTED PCU PHASE 2 TOILET ROOMS SHALL BE DEMOLISHED AND REMOVED. a. PCU PATIENT TLT RMS, SEMI -PRIVATE PATIENT ROOM TLT RM, AND PUBLIC TLTS 2001, 2002 ,& 2276A b. PROVIDE ALL LABOR AND MATERIALS TO REMOVE EXISTING FLOOR AND WALL TILE IN ROOMS LISTED ABOVE AND PREP FOR NEW FINISHES. B. INSTALL NEW FLOOR AND WALL (TILE & PAINT) FINISHES IN PCU PHASE 2 TOILET ROOMS. SEE FLOOR AND WALL FINISH PLANS FOR FINISHES TO BE INSTALLED. a. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW WALL TILE TO BE INSTALLED ON WET WALLS. SEE FINISH PLAN & FINISH SCHEDULE. b. PROVIDE ALL LABOR AND MATERIALS (EPDXY PAINT) TO PAINT ON NON -WET WALLS IN THE SPACES LISTED ABOVE. SEE FINISH PLAN & FINISH SCHEDULE. c. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW FLOOR TILE. SEE FINISH PLAN & FINISH SCHEDULE. d. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW CFCI, OFCI, & OFCRI TLT ACCESSORIES (GRAB BARS, MIRROR, ETC.) IN NOTED TOILET ROOMS. SEE EQUIP PLAN e. PROVIDE SEPARATE LINE ITEMS FOR FLOOR AND WALL TILE. PLAN - LVL 2 - PCU - SEMI-PRIV. PAT RM - NEW WORK 1 HOUR FIRE —-5—♦S—*-S_ 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -��-S--♦5--��5-- 2 HOUR FIRE/ SMOKE BARRIER —�T—♦T TEMPORARY 1 HOUR FIRE S—S— SMOKE BARRIER -5-----5---�-c- "GRAY" = EXISTING RATING TO REMAIN PARTITIONS: EXISTING/REMAINING NEW WORK C = _ DEMOLISHED GENERAL NOTES: DEMOLITION 1. LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. 2. REMOVE ALL EXISTING CONSTRUCTION INDICATED BY BOLD DASHED LINES. 3. REFER TO APH-101 SHEET FOR ADDITIONAL PHASING AND PLAN INFORMATION GENERAL NOTES: NEW WORK 1. ALL WALLS ARE TYPE U UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS. 3. REFER TO APH-101 SHEET FOR ADDITIONAL PHASING AND PLAN INFORMATION KEYED NOTES: NEW WORK O ROOM NOT IN SCOPE. NO DEMOLITION WORK OR NEW CONSTRUCTION WITHIN THIS SPACE. (�.J PATCH & REPAIR EXISTING WALL ASSEMBLY WHERE EXISTING OR TEMPORARY ELEMENTS HAVE BEEN REMOVED AND/OR DEMOLISHED. a OBSERVATION WINDOW AT SUB NURSE STATION. EXISTING WINDOW TO BE REMOVED AND REPLACED W/ NEW OBSERVATION WINDOW. SEE FINISH SCHEDULE FOR INFORMATION. INFILL WALL OPENING TO CREATE CONTINUOUS WALL SURFACE. INFILL WITH METAL STUD & GYPSUM SYSTEM TO MATCH EXISTING WALL ASSEMBLY. COORDINATE W/ OTHER PATIENT ROOM WALL AND HEADWALL WORK. SEE ENLARGED TYPICAL PLANS AND ELEVATIONS FOR PCU PATIENT ROOM CASEWORK, CEILINGS, AND OTHER NOTES & REQUIREMENTS. Q SEE ENLARGED TYPICAL PLANS AND ELEVATIONS FOR SUB -NURSE STATION CASEWORK, CEILINGS, AND OTHER NOTES & REQUIREMENTS. 70 SEE ENLARGED TYPICAL PLANS FOR PCU PATIENT ROOM TOILET FIXTURES, CEILINGS, AND OTHER NOTES & REQUIREMENTS. EXISTING DOOR TO RECEIVE NEW FINISH. SEE DOOR SCHEDULES AND NOTES ON A-501. PCU PHASE 2: SEE BASE BID AND ALTERNATE #01 FOR CASEWORK SCOPE IN THIS ROOM/SPACE. 10 PCU PHASE 2: SEE BASE BID AND ALTERNATE #02 FOR FINISH AND FIXTURE SCOPE IN THIS TLT RM. 11 PCU PHASE 2: SEE BASE BID AND ALTERNATE #03 FOR RE -FINISH SCOPE RELATED TO THIS EXISTING DOOR. 12 PCU PHASE 2: SEE BASE BID AND ALTERNATE #04 FOR FINISH SCOPE WITHIN THIS ROOM/SPACE. THIS SHEET RE -ISSUED IN ITS ENTIRETY PROJECT NORTH E chapuis design group arc hitecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 PROJECT FOR ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth AHCA CLIENT CODE / FILE NUMBER: WA 1 1 NOV. 2, 2022 Addendum 2 - Construction Coordination MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT WA CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER WA DRAWN BY SDL PLANS - PCU WING - DEMOLITION &NEW A WORK As indicated Aml 01 92i 0 N O Al 1/8" = V-0" 1 /8" = V-0" 1 2 3 4 5 6 Project Status II ■ iN' I 1 1.I.141I — - 'I I I I jr 1 11 11.I 1 1 1 - -— — . — 1 --I -- 11 1 1 11 I 1I ,_!d1, ,.1. , 1 e,. ,.,1i_ 1 , I I I I, -jPII vill m4 i' tri" Lv IR PNI liel t -- — — II 9 I _ -- I _I. n, p , "," _ F. 1 i U) iy Of A A N B A 1 2 3 4 5 6 HOSP. HOSP. STAIR; NOT AN ELEV ELEV EXIT s-m--� WAITING �s MECH OFFICE ICU #13 S - 1 I IS-4 F 2223 2003 4P 2213 CD s 0 SUB N/S S 2213A CORRIDOR 2000 CORRIDOR 2 WT MT [45-50] 2 s� 2001 _—_ 2002 F___--_� ' ` ICU #14 221 [TOILE [TOILET L� ONROOM CE ` s����������� ROOM ROOM] 2 _ v S-4y"S---�S-4- [TOILET ROOM) 1 PCU #16 ONF. FFICE PCU #1 � [TOILET ROOM] z 1 TLT 2251 2 2 1 2272 2273 2266 TLT 1 J 2251 B PATIENT RM V) 2 N PATIENT RM 2266E [45-50] m N SUP LIES w OFFICE Z Q [45-50] 1 2 N 22 4 z 1 m 2 i N w NN 2 2 �=1 i 1 2 3 STAFF `4555 0 3 MEC [UNDE INED] W 2 '-LOUNGE o 1 Q I w CORRIDOR Q Q [U EFINED] 2267 z z [UNDEFINED] Q I 2 w [45-501 co o N N 1 ME H. 1 2 2 1 TLT PATIENT RM QfZ O 22 1 1 2 PATIENT RM TLT 1 1�-- 2252B [45-50] 0 EQUIP [UNDEFINED] [UNDEFI D 1 [45-50] 2265E PCU #15 [UNDEFINED] --� IT i ( j I J Q CORRIDOR i [TOILET ROOM] 2252 1 2 2275A [UNDE 2NED] 2279 EQUIP [45-50] PC265� � [TOILET ROOM] TLT WORK 22s8 [TOILET ROOM] __ 1 � TOILET ROOM [TOILET ROOM] PCU #14 2 2276A TLT1 22R5MOE 1 E�/$ � PCU [ ] 2253E PATIENT RM N 2� [UNDEFINED] _ 2 BLOOD I 2268A —� TLT 1 [45-50] Z � N PATIENT RM 2264E -. � GAS I o Z a [45-501 LO (UNDEFI E ] 2270 w c� 1 2 = N OFFICE N __ [UNDEFINED] U.= N 2 1 OFFICE 2276 w Z 2 N 1 Z [40-45] 2 z 2250 TELEME Y M 1 2 2 PYXI O 2269 `� 45- 45--45 1 w t O 2250 w z z 1 2 w [TOILET ROOM] 2 w 2 i p DEFINED] o 1 TLT PATIENT RM ? COMMAND PCUI 0 2 D PATIENT RM TLT 1 225413 [45-501 CTR CORRICOR CORRIDOR [45-50] 2263B 1 - PCU #13 2250D [45-501 [TOILET ROOM] 1 0. PCU #4 , (TOILET ROOM] 0 2250 2263 1 [TOILET ROOM] PCU #12 SUB N/S O[UNDEFINED] 1 SUB N/S (; / D [UNDEFINE J PCU #5 [TOILET ROOM] 1 TLT 2255 2257A I 2259A �2262 TLT 1 2255E PATIENT RM U) w PATIENT RM 2262B 1 [45-501 Zw z [45-50] PATIENT RM P TIENT R PATIENT M PATIENT RM M 2 LU [45-501 [45-501 [45-501 [45-501 Z 2 w i N ISO PCU CU #9 PCU #8 ISO PCU z' a 1 #10 2258 1 2259, #7 r I F— � 0 2257 I 2260 D N w �, 45==45--45 g 1 1 1 2 LL w i 2 1W, cc PATIENT RM ? 2 2 2 2 PATIENT RM TLT 1 a 1 2256B [45-501 TLT TLT 1 TLT TLT [45-50] 2261 B I g [TOILET ROOM] PCU #11 2257B 2258B 2259E 2260B PCU #6 �-a - [TOILET ROOM] � 1 a. 0 RL [TOILET ROOM] [TOILET ROOM] [TOILET ROOM] [TOILET ROOM] C1 PLAN - LVL 2 - PCU AREA - STC/NcdBa Cq 1/8 =1-0 HOSP. HOSP. STAIR; NOT AN L-s MECH OFFICE ELEV ELEV EXIT S�6 WAITING ICU #13 S - 1 S - 4 � 2222 2223 S 2003 ��S SUB N/$ � 2213 S-m--S S� —� -- 2213A -- s WT TA-13 M.I. 2001 _ _ 2002 ICU #14 . s ` 2214 TA-7 TA-7 - r g 6 L J v �'!yA S---�•S---�D-S— SWP SWP SWP 1 PCU #16 2 2 TA-9 I CONE. OFFICE _. R_wR PCU #1 s 5 z I TLT 5 2251 11 11 A-G36 1 2272 2273 slyA CR-CR- 1 226 cn LT 1 2251B 11 V) cc O N ' 2266E 1 o Z 4 10 TA-G42 4 Z 3 I 1 to _j O mN a. I mN ,O N SSF 1 - � Y = N U INTEGRAL 1 SWP; a_ oC N 1 BOWL: 1 1 AF INTEGRAL I �_y1wL LZ R O CORIAN SUPPLIES Bowl: 1 d I - co 810P ECH 2274 W CORIAN 859P I I-= Z '—CR-CR CR N _j C'3 2 7 cn o_ oc N p 5N ® IT O N B 00 ��Y ®� 1 Q 2275*2C2 N N I MECH. 1 d 1 jj Q �� a 2271 I I� � 0 I 3 TLT 225T 5 PCU #15 EQUIP Q PCU 5 2265B 1 11 2252 TA-7 2279 I I I'� � � 2265 6 1 TA-13 WORK M EQUIP. W SWP SWP SWP ,� 1 11 6 2268 I SWP SWP SWPIn 41, PCU #14 TA-9 22 6A EVS a PCU #3 6 5 TL 5 2253 O 10 2250E BLOOD 1 226BA ��� 1 22 Ln LT 1 (� 2253E 11 N N GAS 0 =� Co a ' � 22646 LIB ZQ 4 10 -ao Z � OFFICE .--� N 2270 I 1 > N 2276 2 O N ' (co" 1 1 u) 20 io Zy w N 1 0 2250C a. W N 1—CRR R TA-9 !C � 1 _ CL 1 2 0 Y ®� TA-7 _ J TA-7 co W = V H ' --CR-C R R TA-9 SWP SWP SWI v® Li 2 10 7 HR HR HR- i d`TLT' F INT 1 TA-G 6 TA-13—CR-CR-CR-CR-CR-CR-CR O � TLT C TL 5 PCU #13 COMMAND Ss � PCU PCU LT 11 22 CTR CORIAN 9P TA-G42 CORRIDOR 2263 s 5 1 _ 2250D O 2250—CR-CR- SWP SWP SWP ,V 1 t-�-- —HR-HR SWP SWP SWP 1 PCU #12 SUB 1 SUB swLL�� TL 5 2255 2257 I a_ 2259 �_ PCU #5 6 5 LT 1 2255B 11 to 4 1 ® ® � T 4 ' 226 2262B i 1 9 N-____ a �_'° �O i ISO PCU s 9 PCU #9 1 � PCU #8- - ISO PCU N 1 z_ O O 2258 2259 2 tC Z¢ —CR-CR R 1 #10 ` �� 1 0 #7 I CD N 1 2257 oC oC 2260 I - I a. IL:sw = I —CR-CR R 1 ®� 5 11 ; 5 11 5 6 6 5 WP P 'Uj 1 s P SWP SW3 1 TLT , 3 TLT 3 1 1 PCU #11 � 22 5 TLT TL , . � T TLT QCU 2261 B 11 2256[2257E 2258E 2259E 22608 2261 6 5 1 1 tl 0 SWP_F L--SWP SWP SWP 1 a. `������ 0 PLAN - LVL 2 - PCU AREA - EQUIP/FURN PARTIAL PROJECT LIMIT LINE PAT. RM. 221 s c' i � i S1 PATIENT 1 1 ROOM [40-45] 1 2 PAT. RM. 1 4 2215 1 TLT i I 2215A] ITOILET �OOOR [45- j ROOM] 2 1 c$ i oN =� =1 " PUBLIC ELEV B-2 I 1 I CORRIDOR [45-50] PLAN - LVL 2 - PCU - SEMI-PRIV. PAT RM - STC/NcdBa 1 /8" = V-0" BASE BID AND ALTERNATE NOTES #03: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. NOTED EXISTING DOOR LEAVES IN PCU PHASE 2 SHALL REMAIN AS EXISTING WITHOUT REFINISHING OR RESTAINING. B. NOTED EXISTING DOOR HARDWARE SHALL REMAIN. C. NOTED EXISTING DOOR FRAMES IN PCU PHASE 2 SHALL RECEIVE NEW PAINT FINISH. a. PROVIDE ALL LABOR AND MATERIALS TO REPAIR NOTED EXISTING DOOR FRAMES VIA "BONDO" OR OTHER METHOD. b. PROVIDE ALL LABOR AND MATERIALS TO PREP AND PAINT NOTED DOOR FRAMES IN PCU PHASE 2. SEE FINISH SCHEDULE. ALTERNATE #03: A. NOTED EXISTING DOOR LEAVES AND FRAMES IN PCU PHASE 2 TO BE REFINISHED. a. PROVIDE LABOR AND MATERIALS AS A "PER UNIT COST" LINE ITEM REPRESENTING THE COST FOR THE WORK PER DOOR. • PROVIDE ALL LABOR AND MATERIALS TO REMOVE EXISTING DOOR LEAF FINISH. • PROVIDE ALL LABOR AND MATERIALS TO REFINISH DOOR LEAVES AS REQUIRED ON SHEET A-501. • PROVIDE ALL LABOR AND MATERIALS TO PREP AND PAINT NOTED DOOR FRAMES IN PCU PHASE 2 BEYOND THAT INCLUDED WITHIN BASE BID. SEE FINISH SCHEDULE. • PROVIDE LABOR AND MATERIALS FOR INSTALLATION OF KICK PLATE- SEE NOTES ON A-501 DOOR SCHEDULE SHEET AND WALL PROTECTION FINISH SCHEDULE BASE BID AND ALTERNATE NOTES #04: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. EXISTING FLOORING AND WALL FINISH IN CONF RM 2272 & OFFICE 2273 SHALL REMAIN AND BE PROTECTED THRU CONSTRUCTION ALTERNATE #04: A. EXISTING FLOORING AND WALL FINISHES IN CONF RM 2272 & OFFICE 2273 SHALL BE REMOVED AND NEW FINISHES APPLIED. a. PROVIDE ALL LABOR AND MATERIALS TO REMOVE EXISTING FLOOR FINISH WITHIN ROOMS AND PREPARE FLOOR SLAB TO RECEIVE NEW FLOORING. B. NEW FLOORING TO BE INSTALLED IN CONF RM 2272 AND OFFICE 2273. a. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW FLOORING, INCLUDING WALL BASE, WITHIN CONK RM 2272 AND OFFICE 2273. SEE FLOOR FINISH PLAN & SCHEDULE. C. CONF RM 2272 & OFFICE 2273 TO RECEIVE NEW PAINT FINISH. a. PROVIDE ALL LABOR AND MATERIALS TO PREP AND PAINT ALL WALLS IN CONF 2272 & OFFICE 2273. SEE WALL FINISH PLAN & SCHEDULE PARTIAL PROJECT LIMIT LINE �s 1 PAT. RM. 1 2216 I i i 1 1 PAT. R M. 2215TA-7 1 1 - TA-13 1 TA-9 I TA-G36 I � 1 TLT 1 p o 2215A 1 U PUBLIC 1 ELEV B-2 1 i 1 BASE BID AND ALTERNATE NOTES #01: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. EXISTING CASEWORK WITHIN NOTED SPACES/ AREAS OF PCU PHASE 2 SHALL REMAIN AS EXISTING AND NOT BE DEMOLISHED. a. SUB -NURSE STATIONS, COMMAND CENTERS, MEDS, AND NOURISH ROOMS IN PCU PHASE 2. SEE DEMOLITION PLAN. b. PROVIDE ALL LABOR AND MATERIALS TO PROTECT (IN PLACE) EXISTING CASEWORK FROM DAMAGE DURING CONSTRUCTION. B. NEW FLOORING IS TO BE INSTALLED TO THE EDGE OF THE EXISTING CASEWORK. ALTERNATE #01: A. EXISTING CASEWORK WITHIN NOTED SPACES/ AREAS SHALL BE DEMOLISHED AND REMOVED. a. SUB -NURSE STATIONS, COMMAND CENTERS, MEDS, AND NOURISH ROOMS IN PCU PHASE 2. SEE DEMOLITION PLAN. b. PROVIDE ALL LABOR AND MATERIALS TO DEMOLISH AND REMOVE EXISTING CASEWORK AT AREAS LISTED ABOVE. SEE DEMOLITION PLAN KEYED NOTES. B. INSTALL NEW CASEWORK AND ASSOCIATED CEILING SOFFITS AS SHOWN IN NEW EQUIPMENT PLAN, ELEVATIONS, AND DETAILS. a. PROVIDE ALL LABOR AND MATERIALS FOR FABRICATION AND INSTALLATION OF NEW CASEWORK FOR NOTED SPACES. C. NEW FLOORING TO BE INSTALLED UNDER NEW CASEWORK, NOT FINISHED TO IT. a. PROVIDE ALL LABOR AND MATERIALS FOR INSTALLATION OF NEW FLOORING UNDER NEW CASEWORK BEYOND THAT INCLUDED WITHIN BASE BID. BASE BID AND ALTERNATE NOTES #02: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. EXISTING TILE FLOOR & WALL FINISHES WITHIN NOTED PCU PHASE 2 TOILET ROOMS TO REMAIN. TLT ACCESSORIES FOR NOTED TLT RMS TO REMAIN. a. PCU PATIENT TLT RMS, SEMI -PRIVATE PATIENT ROOM TLT RM, AND PUBLIC TLTS 2001, 2002 ,& 2276A. b. PROVIDE ALL LABOR AND MATERIALS TO PREPARE EXISTING GYPSUM -FACED WALLS WITHIN ABOVE NOTED SPACES TO RECEIVE NEW EPDXY PAINT (SEE FINISH SCHEDULE). c. PROVIDE ALL LABOR AND MATERIALS TO APPLY NEW EPXOY PAINT TO GYPSUM WALLS IN ABOVE LISTED SPACES. SEE FINISH PLAN AND KEYNOTES LEGEND. d. PROVIDE ALL LABOR AND MATERIALS TO PREPARE & INSTALL NEW OFOI TLT ACCESSORIES (DISPENSERS) WITHIN NOTED TLT ROOMS, SEE EQUIPMENT PLAN. ALTERNATE #02: A. EXISTING TILE FLOOR AND WALL FINISH AT NOTED PCU PHASE 2 TOILET ROOMS SHALL BE DEMOLISHED AND REMOVED. a. PCU PATIENT TLT RMS, SEMI -PRIVATE PATIENT ROOM TLT RM, AND PUBLIC TLTS 2001, 2002 ,& 2276A b. PROVIDE ALL LABOR AND MATERIALS TO REMOVE EXISTING FLOOR AND WALL TILE IN ROOMS LISTED ABOVE AND PREP FOR NEW FINISHES. B. INSTALL NEW FLOOR AND WALL (TILE & PAINT) FINISHES IN PCU PHASE 2 TOILET ROOMS. SEE FLOOR AND WALL FINISH PLANS FOR FINISHES TO BE INSTALLED. a. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW WALL TILE TO BE INSTALLED ON WET WALLS. SEE FINISH PLAN & FINISH SCHEDULE. b. PROVIDE ALL LABOR AND MATERIALS (EPDXY PAINT) TO PAINT ON NON -WET WALLS IN THE SPACES LISTED ABOVE. SEE FINISH PLAN & FINISH SCHEDULE. c. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW FLOOR TILE. SEE FINISH PLAN & FINISH SCHEDULE. d. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW CFCI, OFCI, & OFCRI TLT ACCESSORIES (GRAB BARS, MIRROR, ETC.) IN NOTED TOILET ROOMS. SEE EQUIP PLAN e. PROVIDE SEPARATE LINE ITEMS FOR FLOOR AND WALL TILE. PLAN - LVL 2 - PCU - SEMI-PRIV. PAT RM - EQUIP/FURN 1 HOUR FIRE ---S—tS----�-5- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -#*S—**S--44-S- 2 HOUR FIRE/ SMOKE BARRIER —$-T—♦T TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER �- - - "GRAY" = EXISTING RATING TO REMAIN PARTITIONS: EXISTING/REMAINING NEW WORK DEMOLISHED WALL PROTECTION LEGEND SWP—SWP— SHEET WALL PROTECTION —CR—CR WALL CRASH RAIL HR HR WALL HAND RAIL GENERAL NOTES: ACOUSTIC 1. ACOUSTIC PROJECT REQUIREMENTS AS PER THE 2014 FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HEALTHCARE FACILITIES 2. ACOUSTIC REQUIREMENTS: TABLE 1.2-2 dBa TABLE 1.2-3 STC 3. dBa = ROOM VALUE SPACE TYPE DESIGNATION [ REQUIREMENT] 4. STC= ROOM DESIGNATION [ SPACE TYPE j 5. EXTERIOR SITE NOISE CATAGORY AS PER FGI GUIDELINES = A / MINIMAL 6. IN AREAS WHERE THE STUD CAVITY WILL BE EXPOSED, SOUND ATTENTUATING BATT SHALL BE INSTALLED TO ASSIST IN ACOUSTIC PRIVACY 7. SPACES HAVE BEEN DEFINED AS PER TABLE 1.2-3. IN INSTANCES WHERE THE SPACE HAS NOT BEEN IDENTIFIED BY THE TABLE, THE SPACE HAS BEEN NOTED AS 'NOT DEFINED'. IN SUCH INSTANCES, THERE IS NOT AN STC REQUIREMENT FOR THE WALL BETWEEN SPACES 8. UPON COMPLETION OF CONSTRUCTION, ROOMS MUST BE TESTED AND MEET THE ACOUSTIC REQUIREMENTS OF THE GUIDELINES 1� SPACES ARE UNDEFINED, THEREFORE WALLS NOT REQUIRED TO BE DESIGNED FOR SOUND TRANSMISSION O EXISTING WALL. NOT REQUIRED TO BE UPGRADED FOR SOUND CONSIDERATION 0 THIS SPACE IS A NON-PUBLIC CORRIDOR/ PASSAGE WITHIN A SEMI -RESTRICTED SUITE. THE GENERAL PUBLIC WILL NOT BE IN THIS AREA. THE NOISE LEVEL WILL BE MINIMAL. KEYED NOTES: EQUIPMENT 10 ROOM NOT IN SCOPE. NO DEMOLITION WORK OR NEW CONSTRUCTION WITHIN THIS SPACE. 20 PROVIDE BLOCKING IN EXISTING WALL, AS REQUIRED, FOR INSTALLATION OF NEW EQUIPMENT AND/OR CABINETS. 30 SEE ENLARGED TYPICAL PLANS AND ELEVATIONS FOR PCU PATIENT ROOM CASEWORK, CEILINGS, AND OTHER NOTES & REQUIREMENTS. ® SEE ENLARGED TYPICAL PLANS AND ELEVATIONS FOR SUB -NURSE STATION CASEWORK, CEILINGS, AND OTHER NOTES & REQUIREMENTS. 50 SEE ENLARGED TYPICAL PLANS FOR PCU PATIENT ROOM TOILET FIXTURES, CEILINGS, AND OTHER NOTES & REQUIREMENTS. 60 NEW PLUMBING FIXTURES TO REPLACE EXISTING. INSTALL NEW FIXTURES IN SAME LOCATION AS EXISTING FIXTURES WERE REMOVED. 70 OWNER FURNISHED EQUIPMENT SHOWN FOR REFERENCE. CONTRACTOR TO VERIFY OFOI EQUIPMENT WITH OWNER. ® EXISTING METAL LOCKERS TO BE REINSTALLED AT WALL FOLLOWING FINISH WORK. CONTRACTOR TO VERIFY QUANTITY AND ATTACHMENT METHOD WITH OWNER AND EXISTING CONDITIONS. 90 EXISTING CASEWORK, PLUMBING FIXTURES, AND/OR MEDICAL GAS COMPONENTS WITHIN THIS SPACE TO REMAIN, U.N.O. 10 PCU PHASE 2: SEE BASE BID AND ALTERNATE #01 FOR CASEWORK SCOPE IN THIS ROOM/SPACE. 11 PCU PHASE 2: SEE BASE BID AND ALTERNATE #02 FOR FINISH AND FIXTURE SCOPE IN THIS TLT RM. THIS SHEET RE -ISSUED IN ITS ENTIRETY PROJECT NORTH E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 PROJECT FOR D ADVENTHEALTH - ZEPHYRHILLS B PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth AHCA CLIENT CODE / FILE NUMBER: N/A 2 NOV. 2, 2022 Addendum 2 - Construction Coordination 1 SEPT. 09, 2022 ADDENDUM No.1 MARK DATE DESCRtPT10N PROJECT NUMBER 042.22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 . PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT WA CIVIL ENGINEER NIA STRUCTURAL ENGINEER WA MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY SDL lit PLANS - PCU WING - EQUIP/FURN & A STC/NcdBa As indicated A=110 1 /8" = V-0" 1 /8" = V-0" 1 2 3 4 5 6 Project Status R w w C B A 1 2 3 4 5 6 oil air, IN ; MaL10 ■■■■M■■M►1■1"11 ■■■■ ff �.�__■fir■ �ir■ir��Er�rr■rlC■_ _ ■ MEMO�i E■ ■■ �� �EMEN ■■■■ r4,1I me ■■■■ ■E!J —��N■ �■■mmm■■EMEN No ON ME MEM mom ME �.■ mom MEMO Mmom MINI Imom MMMM ■M■■M :.0ME■■ RR, M■■O ■■■■MEMEMM'■MMLIri�"■i .I�IL.. r�.IL11 1, Mr ' ONE" cs� =�CCI■■■ MOO■ i'1Et1®■�rOi�0O'� ae n as •. s ONE ME ME ■■ ■ MEMO ■ii- ■'=-■ III M�■MCMQME■L■Ei©O©I IOEM []�! i� i�■M■1 ■=' /� ■— ONE ,�on goOmni MENEM Lij ■EVON—MS �,� ■ No ME M■■■ . - IMMEM-N l f ■ � ■ rrrr ■ �r��,�■M■1NE 0 MENKMEN MMMMMfl ■ ■�•r MEMO MI ,■ � �=> � �1�1 II►ile11.4MMI■ .,�,� � �■�, •�� 1■■// III ��■�� 1 . IM1■ ■ M, ■■■■ ■■M1■ Ott �i©�7 E17■� IOi_■■MOI' ,,.►L�1 I■�� ■EM�.......1�!0■ JLlrmwl I • ■1■■■■1. WN 1�■ -'�� � _.�� ;�� '�ii�l �� ■�� ��■�-�.. � ,• '���, /�► ■■■■ a�I■MEM�\ � li ■ IM■LJ■■ �ME■!!l��� ■ -->/ �■_ �■ Ire �.�r MEN MEMO ME - COZEN 0 �i,t,.rl► i�. `:■ ■ , _ � . ill: ■ -�■■ , .�.�. �.>.......�.. MEN Of �1: ■/ �■e�1M MI rrrr ��■,� � _ ■ "'�/ ■■— us No _ ■\M�■mom O■E=■ir; —■■ ■►-�� ■ ii1 / ��■OOMO■MMMM■M■■■M■■■1`--tEOL BOO■M■MMMM■L�MI■■f ■�joi ■� ■ ■11 MEN!�,MENEM �c .- � =�.MENEM �� ' ►� ■%"�''■■ MMMI IMMMMMII��c�li■■IJM■M17■��•��iM■■MMMMirM/ If Ifoil MEMO INEME 1r� ■ ��i ••� -� I® ■/■ , .. - ,,MISFAU1 /r'/ oil ; . �,, �.. ■moll ME -MR J■ ■■■O 1 s�i� �i��► ��* �+�. �:► �1��! . snip■M� ���r� *�■r �■ �■moll L.i-- ITE►�MI . , �►f�. ���! ! i0.1 ■ ! ■ ■ 5 ■ .� ■1 Mill /�/■ �;I ■mM■■►�1 ■ - OWN■ r ■ ■ ■ ■ ■ ■//O■LJ�II ■ ■firs LIVIN --- ■ '�*now Saw■ r.■■ ...�■�...ia.. PLAN - RCP - LVL 2 - PCU AREA - DEMOLITION 1 /8" = V-0" STAIR; HOSP. HOSP. LI^'r ALI :-1 w _ i 1'. TLT �l1 2252E 1 TLT i 1 TLT T TLT TLT TLT TLT RCP SYMBOL LEGEND ACOUSTICAL TILE CEILING (24X24) ACOUSTICAL TILE CEILING (24X48) 0 GYPSUM CEILING - PAINTED ® FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE m INCANDESCENT LIGHT FIXTURE SMOKE DETECTOR ❑ SPEAKER EXIT LIGHT 121 HVAC SUPPLY DIFFUSER HVAC RETURN DIFFUSER VCEILING ACCESS PANEL FIRE SPRINKLER (GRAY = EXISTING) HOSP. ELEV i S-1 PLAN - RCP - LVL 2 - PCU - SEMI-PRIV. PAT RM - DEMO 1 /8" = V-0" 1 1 1 1 1 1 1 TLT ?215A 1 1 PUBLIC ELEV B-2 HOSP. ELEV S-1 WALL RATINGS: 1 HOUR FIRE ---*-S—*-S--*_S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -44-S—♦♦S--♦#-S- 2 HOUR FIRE/ SMOKE BARRIER —0 T-----*T TEMPORARY 1 HOUR FIRE SMOKE BARRIER S—S "GRAY" = EXISTING RATING TO REMAIN PARTITIONS: EXISTING/REMAINING NEW WORK C = _ DEMOLISHED RCP GENERAL NOTES 1. REFER TO ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 2. ALL CEILINGS ARE EXISTING TO REMAIN, U.N.O. 3. REFER TO MECHANICAL DRAWINGS FOR QUANTITY AND TYPE OF DiFFUESERSI RETURN AIR GRILLES, AND EXHAUST GRILLES. FOR NEW AND/OR RELOCATED DEVICES, CONTRACTOR TO SCRIBE CEILING MATERIALS CAREFULLY FOR A TIGHT FIT. 4. REFER TO ELECTRICAL DRAWINGS FOR QUANTITY AND TYPE OF LIGHTS, SPEAKERS, DETECTORS, POWER OUTLETS, ETC. CONTRACTOR TO FIELD VERIFY LOCATION & QUANTITY OF DEVICES IN EXISTING CEILING. FOR NEW AND/OR RELOCATED LIGHTS & DEVICES, CONTRACTOR TO SCRIBE CEILING MATERIALS CAREFULLY FOR A TIGHT FIT. 5. THE ENTIRE PROJECT HAS FIRE SPRINKLER HEADS IN CEILING. ALL EXISTING HEADS ARE EXISTING TO REMAIN, U.N.O.. FOR NEW AND/OR RELOCATED HEADS, CONTRACTOR TO SCRIBE CEILING MATERIALS CAREFULLY FOR A TIGHT FIT. 6. ALL EXISTING TO REMAIN GRILLES, DIFFUSERS AND LIGHTS ETC. WITHIN SCOPE OF PROJECT TO BE CLEANED. 7. ALL EXISTING CEILING DEVICES TO BE RETURNED TO ORIGINAL OPERATING CONDITION UPON THE COMPLETION OF ANY CEILING WORK RCP KEYED NOTES - a NO CEILING WORK IN THIS SPACE. EXISTING CEILING TO REMAIN. a EXISTING CEILING: - MINIMAL TO BE REMOVED AS REQUIRED FOR j NEW ABOVE CEILING WORK. - PROTECT REMOVED CEILING ELEMENTS FOR REINSTALLATION - RESTORE TO ORIGINAL CONDITION - NEW CEILING MATERIAL TO MATCH EXISTING ADJACENT - FIELD VERIFY EXISTING ELECTRICAL AND MECHANICAL EQUIPMENT. -] EXISTING CEILINGS, TILE, GRID, FIXTURES, AND SOFFITS WITHIN SPACE / NOTED AREA TO BE DEMOLISHED AND REMOVED, U.N.O. EXISTING CEILING TILE, GRID, AND FIXTURES TO BE REMOVED WITHIN SPACE / NOTED AREA. EXISTING SOFFITS TO BE DEMOLISHED, U.N.O. CONTRACTOR TO SALVAGE EXISTING CEILING GRID FOR REUSE AND REINSTALLATION. SEE NEW WORK CEILING PLAN. r5 EXISTING CEILING FIXTURES TO BE REMOVED. EXISTING CEILING GRID TO REMAIN. INSTALL NEW CEILING TILES. MODIFY EXISTING GRID AS NEEDED FOR NEW GYPSUM SOFFITS. SEE NEW WORK CEILING PLAN AND FINISH SCHEDULE FOR MORE INFORMATION. EXISTING SOFFIT TO BE DEMOLISHED AND REMOVED. EXISTING SOFFIT TO REMAIN. NEW FINISH / PAINT TO BE APPLIED. SEE NEW FINISH PLANS AND FINISH SCHEDULE FOR ADDITIONAL INFORMATION. F81 EXISTING GYPSUM BULKHEAD TO REMAIN. �9 EXISTING SURFACE -MOUNTED OR WALL - MOUNTED LIGHT FIXTURES TO BE DEMOLISHED AND REMOVED. 10 INSTALL NEW CEILING LIGHT FIXTURES. SEE MEP SHEETS. 11 EXISTING GYPSUM CEILING TO RECEIVE NEW PAINT FINISH TO MATCH PNTLO-10. 1 EXISTING CEILING GRID TO BE REUSED FOR NEW CEILING LAYOUT INSTALLATION. CEILING GRID INSTALLED ADJACENT TO EXISTING GRID SHALL BE ALIGNED TO MATCH EXISTING GRID. 13 SEE ENLARGED TYPICAL PLAN OF PATIENT ROOM AND SUB -NURSE STATION FOR INSTALLATION OF CEILING AND OTHER ELEMENTS. 14 EXISTING CEILING GRID TO REMAIN. MODIFY AS NEEDED FOR NEW GYPSUM SOFFITS. CONTRACTOR SHALL PAINT EXISTING GRID. INSTALL NEW CEILING TILES. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 15 INSTALL NEW CEILING WITHIN SPACE. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION. THIS SHEET RE -ISSUED IN ITS ENTIRETY C chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 PROJECT FOR ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth AHCA CLIENT CODE / FILE NUMBER: N/A 1 NOV. 2, 2022 Addendum 2 - Construction Coordination MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER WA DRAWN BY SDL PLANS -REFLECTED CEILING - PCU WING - A DEMO &NEW WORK As indicated 04 0 N N O PLAN - RCP - LVL 2 - PCU AREA - NEW WOR 1 /8" = V-0" PLAN - RCP - LVL 2 - PCU - SEMI-PRIV. PAT RM - NEW WORK 1/8" = V-0" PROJECT NORTH A=201 1 2 3 4 5 6 Project Status 1 2 3 4 5 6 t: E 0 C B A CEILING -CLOUD DETAIL 1 1/2" = V-0" 3 5/8" MTL STD 5/8" GYPSUM FINISHED ON EXPOSED SIDES AND BOTTOM GYPSUM WALLBOARD ACCESSORY CORNER BEAD BLANKS INSTALLED FOR FUTURE USE UTILITY RAIL W/ SLIDES EXISTING EXTERIOR WINDOW INPRO WALL GUARDS, MOUNTED VERTICALLY 6" INTEGRAL WALL BASE WALL CLOCK OBSERVATION WINDOW. INTEGRAL BLINDS W/THUMBTURN SOAP DISPENSER — PAPER TOWEL DISPENSER �ti r fye,7 r.a y tiA ELEV - INT - TYP SUB NURSE STN DOUBLE -SIDED LINEN STORAGE BACK PANEL LOCKABLE BASE CABINET, ACCESS FROM CORRIDOR SIDE ELEV - INT - TYP SUB NURSE STN ISLAND - CORRIDOR SIDE 1/2" = V-0" v T % 1/2" = 1'-0" ELEV - INT - TYP PCU RM - N 1 /2" = V-0" NEW STRAIGHTEI HEADWALL WARDROBE TYPICAL PATIENT ROOM PLAN & ELEVATION NOTES: 1. THE CONTRACTOR SHALL NOTE AND ACKNOWLEDGE THAT THE PATIENT ROOMS ARE PAIRED AND ARE MIRRORED TO EACH OTHER WITHIN A PAIR. A. THE TYPICAL PATIENT ROOM ELEVATIONS SHOWN ARE DETAILED FOR ONE PATIENT ROOM OF THE PAIR. B. ELEMENTS SHOWN WITHIN THE TYPICAL PLANS AND ELEVATIONS FOR THE ONE PATIENT ROOM SHALL BE MIRRORED AND PROVIDED FOR THE OPPOSITE PATIENT ROOM WITHIN THE PAIR. 2. THE NURSE OBSERVATION WINDOW AND EXISTING EXTERIOR WINDOW ARE NOTED WITHIN THE TYPICAL PATIENT ROOM PLANS AND ELEVATIONS. A. THE OBSERVATION WINDOW AND EXTERIOR WINDOW SHALL BE UTILIZED AS REFERENCE POINTS FOR THE ORIENTATION OF THE PATIENT HEADWALL AND OTHER ELEMENTS FOR LOCATION WITHIN THE FLOOR PLAN AND ELEVATION. B. ITEMS SHOWN TO BE LOCATED ON THE OBSERVATION SIDE WITHIN THE TYPICAL ELEVATION SHALL BE MIRRORED AND LOCATED ON THE OBSERVATION SIDE OF THE ELEVATION OF THE MIRRORED PATIENT ROOM. C. ITEMS SHOWN TO BE LOCATED ON THE EXTERIOR WINDOW SIDE WITHIN THE TYPICAL ELEVATION SHALL BE MIRRORED AND LOCATED ON THE EXTERIOR WINDOW SIDE OF THE ELEVATION OF THE 3. PI AL A EN R , TLT , SU -N R SAT N LO R LA & CEILING PLAN ARE INCLUDED FOR REFERENCE FOR THE DESIGN INTENT OF THE LAYOUT, EQUIPMENT, AND CONSTRUCTED ELEMENTS WITHIN THE TYPICAL PATIENT RM, TLT RM, & SUB -NURSE STATION. A. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK, SCOPE, AND INFORMATION SHOWN WITHIN THE TYPICAL AND APPLYING TO THE SPACES WHICH ARE TO RECEIVE THE SCOPE. CORIAN 809P NOTE: INTEGRAL SSF PLEASE SEE BASE BID & ALTERNATE NOTES SINK, GLACIER ON SHEET A-101 W HT GWB SOFFIT __ ` `V 111o114 LIGHT SWITCH CONTROLS MEDICAL DEVICE RECYCLE CONTAINER: OFOI NURSE OBSERVATION WINDOW SSF HEADWALL PANEL SHARPS DISPOSAL: OFOI BED WALL PLUG-IN PATIENT PRIG'"^" CUF FOLDABLE C & WALL BRAC OFCRI. PRC INA BLOC e ELEV - INT - TYP PCU RM - S 1/2" = V-0" ING-MOUNTED 'ACY CURTAIN ACK SOFFIT & FASCIA VE PATIENT 1DROBE CABINET N ENDS W/ S OF EWORK BELOW N CORRIDOR EDGE W/ LIMN FACE TI-FUNCTION RBED LIGHT L-MOUNTED TV ELEV - INT - TYP SUB NURSE STN ISLAND - NURSE SIDE 1/2" = V-0" ELEV - INT - TYP PCU RM - W 1/2" = V-0" 1'-0" 2'-0" E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 LOCKABLE BASE CABINET, ACCESS FROM CORRIDOR SIDE �, DOUBLE -SIDED LINEN STORAGE ex WALL CLOCK PATIENT INFORMATION BOARD: OFCRI WALL -MOUNTED TV W/ IN -WALL BLOCKING. PROVIDE CRITICAL POWER & DATA SHEET WALL PROTECTION CORNER GUARD 6" INTEGRAL WALL BASE SHEET WALL PROTECTION CORNER GUARD VISITOR CHAIR GWB SOFFIT WARDROBE OBSERVATION WINDOW. INTEGRAL BLINDS W/THUMBTURN PATIENT PRIVACY CURTAIN GLOVE DISPENSER PAPER TOWEL DISPENSER SOAP DISPENSER CORNER GUARD B A PROJECT FOR ADVENTHEALTH- ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth AHCA CLIENT CODE I FILE NUMBER: N/A 2 NOV. 2, 2022 Addendum 2 - Construction Coordination 1 SEPT. 09, 2022 ADDENDUM No.1 MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER WA MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY JU, SDL ENLARGED PLANS - PCU As indicated PLAN - LVL 2 - PCU AREA - TYP. PCU RM 1/4" = V-0" PLAN - RCP - LVL 2 - PCU AREA - TYP. PT RMS 1 /4" = 1'-0" ELEV - INT - PCU PATIENT ROOM CASEWORK 1/2" = V-0" PROJECT NORTH A=301 1 2 3 4 5 6 Project Status a F. yl w w w E 111 C B A 1 2 3 4 5 6 DOOR AND FRAME SCHEDULE - SIDE HINGED DOORS - EXISTING DOORS IDENTIFICATION PANEL FRAME HARDWARE NOTES ROOM NO. ROOM NAME DOOR NO. DIMENSIONS TYPE MATERIAL FINISH TYPE MATERIAL FINISH GROUP ELECTRICAL W H STAIR L STR-L-A 3'- 6" 7' - 0" N HM PNTLO-1 1 HM PNTLO-1 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2001 WT 2001-A 3'- 0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2002 MT 2002-A 3'- 0" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2215 PAT. RM. 2215-A 4'- 0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2215A TLT 2215A-A 3' - 0" T- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2216 PAT. RM. 2215-B 4'- 0" T- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2250 PCU CORRIDOR 2250-A 3'-8" 7' - 0" N/N HM PNTLO-1 2 HM PNTLO-1 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2250 PCU CORRIDOR 2250-B 3'- 8" 7' - 0" N/N HM PNTLO-1 2 HM PNTLO-1 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2250A PASSAGE 2250A-A 3'- 0" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2250C TLT 2250C-A 3'- 0" T- 0" F WD STN-10 i HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2250E WORK RM 2250E-A 2'-8" 7'-0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2251 PCU #16 2251-A 4'- 0" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2251 B TLT 2251 B-A 2'- 8" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2252 PCU #15 2252-A 4' - 0" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2252E TLT 22526-A 2'-8" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2253 PCU #14 2253-A 4'- 0" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2253E TLT 2253E-A 2'- 8" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2254 PCU #13 2254-A 4'-0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2254B TLT 2254E-A 2'-8" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2255 PCU #12 2255-A 4' - 0" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2255E TLT 2255B-A 2'- 8" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2256 PCU #11 2256-A 4' - 0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2256B TLT 2256E-A 2'-8" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2257 ISO PCU #10 2257-A 4'-0" 7'-0" F WD STN-10 i HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2257B TLT 2257B-A T- 0" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2258 PCU #9 2258-A 4'- 0" 7'-0' F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2258B TLT 2258E-A 2'-8" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2259 PCU #8 2259-A 4'- 0" T - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2259E TLT 2259E-A 2' - 8" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH, SEE PLAN & NOTES 2260 ISO PCU #7 2260-A 4' - 0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2260B TLT 2260B-A 3'-0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2261 PCU #6 2261-A 4'-0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2261 PCU #6 2261-B 2'- 8" T - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2261 B TLT 2261 B-A 2'-8- T- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2262 PCU #5 2262-A 4' - 0" T- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH, SEE PLAN & NOTES 2262B TILT 22626-A 2'- 8" 7'-0' F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2263 PCU #4 2263-A 4' - 0" 7'-0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2263E TLT 2263B-A 2'- 8" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2264 PCU #3 2264-A 4' - 0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2264B TLT 2264E-A 2'- 8" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2265 PCU #2 2265-A 4'- 0" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2265B TLT 2265B-A 2' - 8" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2266 PCU #1 2266-A 4' - 0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2266B TLT 22666-A 2'-8" 7'-0' F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2267 STAFF LOUNGE 2267-A 3'- 0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2268 EQUIP. 2268-A 3' - 0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2268A EVS 2268A-A 3'- 0" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2269 OFFICE 2269-A 3' - 0" T - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2270 BLOOD GAS 2270-A 3' - 0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2271 MECH. 2271-A 4'- 0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2272 CONF. 2272-A 3'- 0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2273 OFFICE 2273-A 3'- 0" 7'. 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2273 OFFICE 2273-B T - 0" 7'-0' F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES 2275 MECH 2275-A 4'- 0" 7' - 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2275A IT 2275A-A 3' - 0" T- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2276 MONITORS 2276-A 3'- 0" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2276A TLT 2276A-A 2' - 8" 7'-0' F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2278 NOURISH 2278-A 2' - 8" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 2279 EQUIP 2279-A 3' - 0" 7'- 0" F WD STN-10 1 HM PNTLO-10 EXISTING EXISTING DOOR AND FRAME TO RECEIVE NEW FINISH. SEE PLAN & NOTES. INCLUDE IN ADD. ALT. #4 NOTES: 1. ROOM NUMBERING SHOWN ABOVE IS FOR REFERENCE AND COORDINATION PURPOSES. SHOULD A ROOM SIGNAGE PLAN BE DEVELOPED, THE SIGNAGE VENDOR IS TO VERIFY ROOM NAMES AND NUMBERS PRIOR TO DEVELOPING THE MESSSAGE SCHEDULE 2. SLABS OF EXISTING DOORS NOTED SHALL RECEIVE NEW FINISH. EXISTING DOOR SLABS SHALL BE PREPPED TO RECEIVE NEW FINISH AS REQUIRED. A. EXISTING SOLID CORE WOOD SLAB DOORS SHALL BE CAREFULLY REMOVED. SLABS SHALL BE STRIPED AND RE -STAINED WITH NEW FINISH STAIN STN-10. a. EXISTING DOOR HARDWARE SHALL BE CAREFULLY REMOVED PRIOR TO STRIPING & STAINING AND STORED FOR REINSTALLATION. b. STRIPING AND STAINING OF DOORS SLABS SHALL NOT BE DONE WITHIN INTERIOR OF BUILDING. DOOR SLABS MAY BE REINSTALLED WITHIN INTERIOR OF BUILDING AFTER STAIN HAS DRIED COMPLETELY AND HAS OFF-GASED COMPLETELY. c. REINSTALL EXISTING DOOR HARDWARE, U.N.O. B. EXISTING HM DOOR SLABS SHALL BE PREPARED AND RECEIVE NEW PAINT FINISH. a. EXISTING DOOR HARDWARE, EXCLUDING HINGES, SHALL BE CAREFULLY REMOVED PRIOR TO PAINTING AND STORED FOR REINSTALLATION. b. ALL SURFACES OF HM DOOR SLABS SHALL BE PAINTED COMPLETELY. UNPAINTED AREAS UNDERNEATH HARDWARE WILL NOT BE ACCEPTED. CONTRACTOR TO TAKE CARE TO AVOID MARKING EXISTING GLAZING WITH PAINT, WHERE APPLICABLE. c. HM DOOR SLABS SHALL RECEIVE NEW PAINT COLOR AS SPECIFIED IN DOOR SCHEDULE. d. REINSTALL EXISTING DOOR HARDWARE, U.N.O., AFTER NEW PAINT HAS DRIED COMPLETELY. C. EXISTING HM DOOR FRAMES SHALL BE PREPARED AND RECEIVE NEW PAINT FINISH. a. EXISTING DOOR FRAMES, WHERE DAMAGED OR DENTED, SHALL BE REPAIRED VIA BONDO TO CREATE SMOOTH, FLAT SURFACES. REMOVE EXISTING PAINT PRIOR TO REPAIRING W/ BONDO. b. EXISTING HM FRAMES SHALL RECEIVE NEW PAINT COLOR AS SPECIFIED IN DOOR SCHEDULE. D. EXISTING INTERIOR STOREFRONT DOORS (e.g. ICU WAITING 2222-B) SHALL RECEIVE NEW PAINT FINISH. a. EXISTING STOREFRONT MULLIONS AND FRAME, WHERE DAMAGED OR DENTED, SHALL BE REPAIRED VIA BONDO TO CREATE SMOOTH, FLAT SURFACES. REMOVE EXISTING PAINT PRIOR TO REPAIRING W/ BONDO. b. EXISTING MULLIONS AND FRAME SHALL RECEIVE NEW PAINT COLOR AS SPECIFIED IN DOOR SCHEDULE. 3. VARIOUS EXISTING DOORS TO RECEIVE NEW SHEET WALL PROTECTION FRAME GUARDS AND FACE GUARDS ON DOOR FRAMES AND SLABS. SEE DOOR SCHEDULE TO VERIFY DOOR LOCATION. SEE FINISH SCHEDULE FOR SWP SPECIFICATIONS. A. EXISTING PATIENT ROOM DOORS FROM CORRIDOR SHALL RECEIVE NEW FRAME GUARDS AND 48"H SWP FACE GUARDS, U.N.O. B. DOORS INTO SOILED UTILITY ROOMS/TOILET ROOMS FROM PATIENT ROOMS SHALL RECEIVE 12"H SWP KICK PLATES, U.N.O. 1/2" VARIES 1/2" SEE PLAN HEAD 1 T N WALL - SEE PLAN T FOR TYPE U) w rY SEALANT - EA. SIDE > & ALL AROUND, TYR r HOLLOW METAL FRAME JAMB 3 3" = V-0" ADJACENT WALL WHERE OCCURS SEALANT - EA SIDE & ALL AROUND, TYP. HOLLOW METAL FRAME WALL - SEE PLAN FOR TYPE 1 2 3 TYPICAL FRAME DUAL EGRESS CASED OPENING WRAPPED FRAME TYPES ELEVATIONSI 1/4" = V-0" c ZVI VERI R w F N N4 G1 G V L FLUSH NARROW VISION NARROW VISION HALF GLASS HALF GLASS VISION FLUSH W/ LOWER LOUVER SIDE -HINGED DOOR TYPES 1 /4" = V-0" chapuis design group architecture -pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 'fa*S exp, PROJECT FOR ° ADVENTHEALTH- ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth AHCA CLIENT CODE / FILE NUMBER: N/A 1 NOV. 2, 2022 Addendum 2 - Construction Coordination MARK DATE DESCRIPTION PROJECT NUMBER 042.22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY SDL vv PCU - DOOR SCHEDULE, DOOR ELEVATIONS, BUCK A PROFILES SCALE As indicated A=501 1 2 3 4 5 6 1-1 Ujt;L;L %DLCLLUb 1 2 3 4 5 6 1 SSF-01 COUNTERTOP & SOAP SIDE/BACK SPLASH. DISPENSER: INTEGRAL CORIAN SINK OFOI ( CT-02, 1/3 OFFSET PAPER TOWEL ADA MIRROR: I DISPENSER: OFOI CFCI MT-01, SCHLUTER SCHEINE BETWEEN E _ ___ TILE TYPES ADA GRAB BAR, E ... I U ADA GRAB BAR,42": CFCI 24": CFCI 0 3'-6" chapuis design group architecture.pa CT-01, CENTER TILE ON iv iv - SINK CENTERLINE iv CT-01, SCHLUTER 510 VONDERBURG DR. SUITE 216 SCHIENE TOP CAP BRANDON, FL 33511 NEW PLAM-01 ADA SLOPED CT-01, SCHLUTER Tel. 813-667-2340 CT-01, SCHLUTER ;3' PANEL CASEWORK. MATCH SCHIENE TOP CAP CGDPA - FL # AA-26003049 SCHIENE TOP CAP DEPTH & WIDTH DIMENSION OF EXISTING CASEWORK E3 ELEV -INT -PUBLIC W. TLT - N E4 ELEV -INT -PUBLIC W. TLT - E E5 ELEV - INT - PUBLIC W. TLT - S E6 ELEV - INT - PUBLIC W. TLT - W 1/4 - 1 0 1/4 _ 1 0 1exF. NEW FIN. SOFFIT & NEW FIN. SOFFIT & NEW FIN. SOFFIT & FASCIA 1',6" 1'-6" 1'-6" FASCIA FASCIA - NEW FIN. SOFFIT & PLAM FILLER FASCIA PANEL o � - PROJECT FOR N N N ADVENTHEALTH - OP b ZEPHYRHILLS N C1! 1'4" V-3" V-3° 1 6" 1, 6" 1 6" PCU REFRESH D1 ELEV - INT - PCU MEDS - N D2 ELEV - INT - PCU MEDS - E D3 ELEV - INT - PCU MEDS - S D4 ELEV - INT - PCU MEDS - W 1/4ft = 1 0 1/411 = 1 0 1/4 1 0 1/4 1 0 7050 Gall Blvd. Zephyrhills, FL 33541 NEW FIN. SOFFIT " 1, 2 -0 2 -0 1 -3 1 -3 1 -6 1 -6" & FASCIA i F REMAIN venAdtHealth � EXISTING INTERIOR GLAZING TO C ED - - - - - _............ o AHCA CLIENT CODE / FILE NUMBER: N/A N N N 2'-0" 2'-0" �1'4" 1'-3"V-6" V-6" ELEV - INT - NOURISH - W ELEV - INT - PCU COMMAND CTR - N C3 E�E� -INT -PCU COMMAND CTR - E (:C4 ELEV - INT - PCU COMMAND CTR - S (:C5 ELEV - INT - PCU COMMAND CTR - W 1/4" = 1'-0" C2 1/4" = 1'•0" 1/41/4 = 1 -0 1/4 = 1 -0 NEW FIN. SOFFIT & FASCIA CV T c r iv NEW FIN. SOFFIT & FASCIA N 00 T o T iv 1 NOV. 2, 2022 MARK DATE PROJECT NUMBER ORIGINAL ISSUE PROJECT MANAGER PROJECT DESIGNER PROJECT ARCHITECT B LANDSCAPE ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER INTERIOR DESIGNER EQUIPMENT PLANNER DRAWN BY Addendum 2 - Construction Coordinatior DESCRIPTION 042-22.236.01 AUGUST 26, 2022 TEC TEC THOMAS E. CHAPUIS - AR97109 NIA N/A WA TIMOTHY P. PENNOCK - PE54516 CHARLES T. ALEXANDER - PE76422 CDG N/A SDL 134 ELEV - INT - NOURISH - N B5 ELEV - INT - NOURISH - E B6 ELEV - INT - NOURISH - S 1/4 =1-0 1/4 =1-0 1/4"=1-0 V 1 RELOCATED EXISTING OWNER EQUIP. VERIFY NEW FIN. SOFFIT & DEPTH OF EQUIPMENT - NEW FIN. SOFFIT & FASCIA 2'-0" 2'-0" V-6" V-6" FASCIA SIZE CASEWORK AS REQ. EXISTING METAL LOCKERS _ INTERIOR EXISTING METAL LOCKERS o TO BE REINSTALLED AT � TO BE REINSTALLED AT _ SAME EXISTING LOCATION -� SAME EXISTING LOCATION - iv FOLLOWING WALL FINISH, Al 1 �� � T _ FOLLOWING WALL FINISH, nP. ELEVATIONS - P C U w 6'-1" w q RELOCATED EXISTING =L= TING i NP' 1 A OWNER EQUIP. VERIFY OWNER EQUIP. VERIFYikzr�" ' °D DEPTH OF EQUIPMENT - DEPTH OF EQUIPMENT - �L Ni - SIZE CASEWORK AS _ REQ. CASEWORK AS t J b o I REQ. ; r 7-1 A., N `� OGEE CURVE N 1.�11 �,. N UNDERCOUNTERyk-_ Nun " N 2' 0" Z-0„ SUPPORTTABLE & CHAIRS: OFOI N 1 -6 3'- 1 1 -6 TABLE & CHAIRS: OFOI SCALE 1/4" =1'-0" 0 Y3 c a 9 0. ELEV - INT - PCU STAFF LOUNGE - N ELEV - INT - PCU STAFF LOUNGE - E ELEV - INT - PCU STAFF LOUNGE - S ELEV - INT - PCU STAFF LOUNGE - W A=801 A2 "- ._ „ A3 „ - '- " A4 1/4" = 1' A l 1/4" = 1'-0" 1/4 - 1 0 1/4 - 1 0 N 2 3 4 5 6 Project Status C B A i a j CO j N N N O 1 2 3 4 5 6 TILE 09 30 00 TAG LOCATION APPLICATION DESCRIPTION INSTALL NOTES MANUFACTURER SERIES COLOR / FIN. DIM. PATTERN GROUT CT-01 ALL TLT RMS FLOORS DALTILE RIVER MARBLE RIVER RAPIDS 12" X 24" STRAIGHT JOINT GR-01 CT-02 PT RM SHOWERS FLOORS DALTILE LINDEN POINT BIANCO 2" X 2" STRAIGHT JOINT GR-01 CT-03 PT & STAFF TILT RMS WALLS DALTILE LINDEN POINT BIANCO 12" X 24" VERT. 1/3 OFFSET GR-01 SEE ELEVATIONS CT-04 PUBLIC TLT RMS WALLS MARAZZI COSTA CLARA CLOUD 3" X 12" BRICK JOINT GR-02 SEE ELEVATIONS MT-01 ALL TLT RMS ACCENT WALL TILE DALTILE SERENTINA TRANQUILITY 12" X 12", CUT TO 6" SAME AS SURROUNDING SEE ELEVATIONS FLOORING 09 60 00 TAG LOCATION DESCRIPTION INSTALL NOTES MANUFACTURER ITEM # SERIES COLOR / FIN. DIM, PATTERN WELD ROD BASE LVT-01 THROUGHOUT, U.N.O. AMERICAN BILTRITE CEW-01-LF1 SONATA EUROPEAN WALNUT, TAUPE 6" X 48" STAGGER RWB-01 LVT-02 ACCENT FLOORING, SEE FINISH PLANS AMERICAN BILTRITE CEO-03-5F1 SONATA ESTATE OAK, DARK GREY 9" X 48" STAGGER RWB-01 SVT-01 PATIENT ROOM FIELD FLOORING AMERICAN BILTRITE VTG-43-S11 TEXAS GRANITE WHITE / TAUPE 36" X 36" MONOLITHIC WR-01 SEE KEYED NOTES ON FIN PLAN SVT-02 PATIENT ROOM ACCENT FLOORING AMERICAN BILTRITE VTG-51-S1 1 TEXAS GRANITE TAUPE 36" X 36" MONOLITHIC WR-01 SEE KEYED NOTES ON FIN PLAN WALL PROTECTION 10 26 00 TAG LOCATION DESCRIPTION NOTES MANUFACTURER SERIES COLOR / FIN. DIM. SWP-01 SEE PLANS / ELEVATIONS INPROCORP PALLADIUM RIGID VINYL PEPPERDUST .060" X 48" X 96" LAID HORIZONTALLY START AT EDGE OF WALL BASE DP-01 PATIENT ROOM DOORS INPROCORP PALLADIUM KICK PLATE PEPPERDUST .060" X 32" HEIGHT VERIFY WIDTH OF DOORS PRIOR TO ORDERING DP-02 PATIENT ROOM DOORS INPROCORP RIGID VINYL CUSTOM FORMED FRAME PROTECTION FRENCH ROAST HEIGHT TO ALIGN W/ KICK PLATE HEIGHT DP-03 HOPPER ROOM DOORS INPROCORP PALLADIUM KICK PLATE PEPPERDUST .060" X 12" HEIGHT VERIFY WIDTH OF DOORS PRIOR TO ORDERING. INSTALL @ HOPPER ROOM DOORS @ PATIENT ROOMS ONLY CG-01 SEE PLANS / ELEVATIONS INPROCORP 150 CORNER GUARD - HIGH IMPACT, SURFACE MOUNT PEPPERDUST 4' HEIGHT CG-02 SEE PLANS / ELEVATIONS INPROCORP 130 CORNER GUARD - HIGH IMPACT, SURFACE MOUNT PEPPERDUST 4' HEIGHT CR-01 CORRIDORS - SEE PLANS AND ELEVATIONS INPROCORP 1600 WALL GUARD PEPPERDUST - CR-02 PATIENT ROOM HEADWALL INPROCORP 1400 WALL GUARD PEPPERDUST 4" X 1" APPLY VERTICALLY TO WALL. SEE TYP. PATIENT ROOM ELEVATIONS HR-01 CORRIDORS - SEE PLANS AND ELEVATIONS INPROCORP 1200 HANDRAIL PEPPERDUST SEE DETAILS CEILING 09 50 00 DESCRIPTION TAG LOCATION MANUFACTURER ITEM # SERIES COLOR / FIN. DIM. EDGE CLEANABILITY GASKET / NON -GASKET NOTES ACT-01 SEE RCP ARMSTRONG DUNE WHITE 24" X 24" TEGULAR NON-GASKETED SEE NOTES ON SHEET A-201 REGARDING GRID ACT-02 SEE RCP ARMSTRONG CLEAN ROOM VL WHITE 24" X 24" NON-TEGULAR SCRUBBABLE al LB IN LIEU OF GASKET CASEWORK TAG LOCATION DESCRIPTION NOTES MANUFACTURER ITEM # COLOR / FIN. DIM. PLAM-01 CASEWORK THROUGHOUT, U.N.O. WILSONART - 5TH AVE ELM PLAM-02 CASEWORK, PATIENT ROOMS ARBORITE - CHAMBRAY TAUPE SSF-01 COUNTERTOPS THROUGHOUT, U.N.O. WILSONART MORNING ICE SSF-02 COUNTERTOPS, PATIENT ROOMS WILSONART FLINT ROCK MISC., ACCESSORIES TAG DESCRIPTION NOTES MANUFACTURER ITEM # SERIES COLOR / FIN. DIM. RWB-01 TARKETT TRADITIONAL GRAY 4" HEIGHT W/ TOE WR-01 AMERICAN BILTRITE WELD ROD WHITE WR-01 AMERICAN BILTRTE WELD ROD TAUPE TRANS-01 SCHLUTER SCHIENE SATIN ANODIZED ALUMINUM - GR-01 LATICRETE - GROUT #90 LIGHT PEWTER - UNSANDED, ANTIMICROBIAL GR-02 LATICRETE GROUT #89 SMOKE GREY - UNSANDED, ANTIMICROBIAL GLZ-01 UNICEL ARHITECTURAL VIULITE CLR GLAZING, WHT METAL FRAME SEE ELEVATIONS THIS IS AN ADD ALTERNATE TO REPLACE EXISTING INTEGRATED BLINDS @ OBSERVATION WINDOWS. ANTI -LIGATURE KNOB, TILT ONLY MANUFACTURER / VENDOR INFORMATION DALTILE CORPORATION AMERICAN BILTRITE (CANADA) USG LATICRETE 7834 C.F. HAWN FREEWAY 440-B BRITANNIA RD. E. 550 W ADAMS STREET 1 LATICRETE PARK NORTH DALLAS, TX 75217 MISSISSAUGA, ON, CAN L4X 1X9 CHICAGO, IL 60661 BETHANY, CT 06524 DALTILE.COM AMERICAN-BILTRITE.COM USG.COM LATICRETE.COM REP: JANELLE HAUENSTEIN REP: JIMMY BEEBE REP: REP: PH: 941.650.5885 PH: 352.476.3082 PH: PH: EMSER TILE & NATURAL STONE INPRO TARKETT SHERWIN WILLIAMS 8431 SANTA MONICA BOULEVARD S80 W18766 APOLLO DRIVE 30000 AURORA RD 101 PROSPECT AVENUE LOS ANGELES, CA 90069 MUSKEGO, WI 53150 SOLON, OH 44139 CLEVELAND, OH 44115 EMSER.COM AMERICAN-BILTRITE.COM TARKETTNA.COM SHERWIN-WILLIAMS.COM REP: REP: SHANNON HARWOOD REP: REP: PH: PH: 813.391.8407 PH: PH: PATCRAFT I SHAW INDUSTRIES ARMSTRONG CEILINGS SCHLUTER SYSTEMS US. FORMICA 616 E WALNUT AVE. 150 N QUEEN STREET 194 PLEASANT RIDGE ROAD 10155 READING ROAD DALTON, GA 30721 LANCASTER, PA 17604 PLATTSBURG, NY 12901 CINCINNATI, OH 45241 PATCRAFT.COM ARMSTRONGCEILINGS.COM SCHLUTER.COM FORMICA.COM REP: GINA SCHIRO REP: REP: REP: TAMARA IRELAND PH: 813.244.1668 PH: PH: PH: 727.200.1872 WILSONART 2501 WILSONART DRIVE TEMPLE, TX 76504 W ILSONART.COM REP: TERESA S. FINCH PH: 813.293.0588 CORIAN 101 PROSPECT AVENUE CLEVELAND, OH 44115 SHERWIN-WILLIAMS.COM REP: TERRI FLEMING PH: 813.459.5158 PAINTING & COATING 09 90 00 TAG LOCATION APPLICATION DESCRIPTION NOTES MANUFACTURER COLOR / FIN. PNTLO-01 THROUGHOUT, U.N.O WALLS- FIELD SHERWIN WILLIAMS SW 7016 MINDFUL GRAY/ EG SHEL PNTLO-02 SEE FINISH PLAN WALLS- ACCENT SHERWIN WILLIAMS SW 6226 LANGUID BLUE / EG SHEL PNTLO-03 SEE FINISH PLAN WALLS - ACCENT SHERWIN WILLAIMS SW 7627 WHITE HERON / EG SHEL PNTLO-04 SEE FINISH PLAN WALLS - ACCENT SHERWIN WILLIAMS SW 7074 SOFTWARE / EG SHEL PNTLO-10 DOOR FRAMES, WINDOW FRAMES DOOR FRAMES SHERWIN WILLIAMS SW 7675 SEALSKIN / SATIN EXCLUDES GLZ-01 FRAMES PNTLO-20 ALL GYP. CEILINGS. GYP. CEILINGS SHERWIN WILLIAMS SW 7007 CEILING BRIGHT WHITE / FLAT EPNT-01 ALL TLT RMS, EVS, AND HOPPER RMS, PCU ISO... WALLS SHERWIN WILLIAMS SW 7016 MINDFUL GRAY / EG-SHEL EPNT-02 ICU ISO RM WALLS SHERWIN WILLIAMS SW 6226 LANGUID BLUE / EG SHEL STN-10 SCW DOOR PANELS DOORS MINWAX MW 449 HORNBEAM SEE SPEC TILE & FLOORING PATTERNS: STAGGER STACK BOND MONOLITHIC 1/3 OFFSET f f f f QUARTER TURN RUNNING BOND f -- ASHLAR HERRINGBONE f f _j f f f f NOTE: INSTALL WITH MANUFACTURER'S SMALLEST RECOMMENDED GROUT JOINT. ALWAYS REFER TO FINISH PLANS AND ELEVATIONS FOR PROJECT SPECIFIC LOCATIONS OF MATERIALS AND PATTERNS. INTERIOR FINISH GENERAL NOTES: 1. CODE REFERENCED IN THESE NOTES REFERS TO THE FLORIDA BUILDING CODE (FBC) 6TH ED., 2017- CHAPTER 8, INTERIOR FINISHES. 2. REFER TO FINISH SCHEDULE FOR FINISH TYPE. 3. REFER TO SPECIFICATIONS FOR QUALITY STANDARDS. ALL WORKMANSHIP THAT IS JUDGED AS LESS THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. 4. ALL INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE WITH EACH MANUFACTURER'S INSTRUCTIONS. 5. FLOOR FINISH MATERIAL TO BE LAID UNDER CASEWORK, NOT FINISHED TO IT - U.N.O. 6. ALL FLOORING TRANSITIONS TO OCCUR BENEATH AND AT CENTERLINE OF DOOR IN A CLOSED POSITION - U.N.O. 7. GROUT LINES OF SAME SIZE FLOOR AND WALL TILE ARE TO ALIGN - U.N.O. SEE ELEVATIONS AND FINISH PLAN. 8. ALL INTERIOR GYPSUM WALLS TO BE PAINTED PNTLO-01 - U.N.O. 9. ALL INTERIOR GYPSUM CEILINGS AND SOFFITS TO BE PAINTED PNTLO-20 - U.N.O. 10. INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT SPECIFIED IN TABLE 803.11 (2017 FBC) FOR THE GROUP AND LOCATION DESIGNATED. SEE LIFE SAFETY SHEETS FOR OCCUPANCY TYPE. FINISH SCHEDULE STATES CLASS OF EACH FINISH, IF APPLICABLE. 11. PATCH, REPAIR, AND REFINISH ANY MATERIALS OR SURFACES AFFECTED BY CONSTRUCTION. 12. THE SUFFIX "-XX" INDICATES MATERIAL IS TO MATCH EXISTING / ADJACENT. INTERIOR FINISH ABBREVIATIONS: ACT ACOUSTIC CEILING TILE AM ACOUSTIC MATERIAL CG CORNER GUARD CR CRASH RAIL CS CONCRETE SEALANT CT CERAMIC TILE CPT CARPET CPPT CARPET TILE DCP DECORATIVE CEILING PANEL DWP DECORATIVE WALL PANEL EP EPDXY FLOORING EPNT EPDXY PAINT GR GROUT HR HANDRAIL LMC LINEAR METAL CEILING LVT LUXURY VINYL TILE MT MOSAIC TILE PLAM PLASTIC LAMINATE PNTLO LOW -ODOR PAINT RWB RESILIENT WALL BASE SS STAINLESS STEEL SSF SOLID SURFACE FABRICATION SV SHEET VINYL SVT SOLID VINYL TILE SWC SUSPENDED WOOD CEILING SWP SHEET WALL PROTECTION TRANS TRANSITION VCT VINYL COMPOSITION TILE WR WELD ROD I -SERIES REFERENCES: Architectural Woodwork Institute. (2014). Section 10, Casework. In Architectural Woodwork Standards (2"d ed) Guidelines for Design and Construction of Hospitals. The Facility Guidelines Institute. (2018). Masonry Detailing Series. International Masonry Institute. (2021, February 23). https://www.imiweb.org/masonry- detailing-series-3/. State of Florida. (2020). Chapter 8, Interior Finishes. In Florida Building Code (7t' ed). INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY (FBC TABLE 803.11) SPRINKLERED NONSPRINKLERED CORRIDORS AND CORRIDORS AND INTERIOR EXIT ENCLOSURE FOR INTERIOR EXIT ENCLOSURE GROUP STAIRWAYS, EXIT ACCESS ROOMS AND STAIRWAYS, FOR EXIT ROOMS AND INTERIOR EXIT STAIRWAYS AND ENCLOSED INTERIOR EXIT ACCESS ENCLOSED SPACES RAMPS, AND EXIT EXIT ACCESS SPACES RAMPS, AND EXIT STAIRWAYS AND PASSAGEWAYS RAMPS PASSAGEWAYS EXIT ACCESS RAMPS A-1 & 1-2 B B C A A B A-3, A-4, A-5 B B C A A C B, E, M, R-1 B C C A B C R-4 B C C A B B F C C C B C C H B B C A A B 1-1 B C C A B B 1-2 B B B A A B I-3 A A C A A B 1-4 B B B A A B R-2 C C C B B C R-3 C C C C C C S C C C B B C U NO RESTRICTIONS NO RESTRICTIONS Interior wall and ceiling finish materials shall be classified in accordance with ASTM E84 or UL 723. Such interior finish materials shall be grouped in the following classes in accordance with their flame spread and smoke -developed indexes. Class A:=Flame spread index 0-25; smoke -developed index 0-450. Class B:=Flame spread index 26-75; smoke -developed index 0-450. Class C:=Flame spread index 76-200; smoke -developed index 0-450. A chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 ex pe PROJECT FOR D ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth AHCA CLIENT CODE / FILE NUMBER: N/A 1 NOV. 2, 2022 Addendum 2 - Construction Coordination MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER WA MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER WA DRAWN BY JU v i.LZ INTERIORS -NOTES, ABBREVIATIONS, A SCHEDULES 1/4" = T-0" =� i" ; L � i 1 2 3 4 5 6 r-rojeci Jiaius 14 C B A 1 NOTE: SEE BASE BID AND ALTERNATE NOTES REGARDING DOOR FINISH SCOPE FOR PCU PHASE 1 B. 4 SVT-01 PCU #15 RWB-01 RWB-01 PCU #14 PCU #13 SVT-01 RWB-01 RWB-01 PCU #12 SVT-Ot in � � � � � � 2 aiHIM1lill!l1011lli!Iil1 loom E OL III ill! 3 4 BASE BID AND ALTERNATE NOTES #03: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. NOTED EXISTING DOOR LEAVES IN PCU PHASE 2 SHALL REMAIN AS EXISTING WITHOUT REFINISHING OR RESTAINING. B. NOTED EXISTING DOOR HARDWARE SHALL REMAIN. C. NOTED EXISTING DOOR FRAMES IN PCU PHASE 2 SHALL RECEIVE NEW PAINT FINISH. a. PROVIDE ALL LABOR AND MATERIALS TO REPAIR NOTED EXISTING DOOR FRAMES VIA "BONDO" OR OTHER METHOD. b. PROVIDE ALL LABOR AND MATERIALS TO PREP AND PAINT NOTED DOOR FRAMES IN PCU PHASE 2. SEE FINISH SCHEDULE. ALTERNATE #03: A. NOTED EXISTING DOOR LEAVES AND FRAMES IN PCU PHASE 2 TO BE REFINISHED. a. PROVIDE LABOR AND MATERIALS AS A "PER UNIT COST" LINE ITEM REPRESENTING THE COST FOR THE WORK PER DOOR. • PROVIDE ALL LABOR AND MATERIALS TO REMOVE EXISTING DOOR LEAF FINISH. • PROVIDE ALL LABOR AND MATERIALS TO REFINISH DOOR LEAVES AS REQUIRED ON SHEET A-501. • PROVIDE ALL LABOR AND MATERIALS TO PREP AND PAINT NOTED DOOR FRAMES IN PCU PHASE 2 BEYOND THAT INCLUDED WITHIN BASE BID. SEE FINISH SCHEDULE. • PROVIDE LABOR AND MATERIALS FOR INSTALLATION OF KICK PLATE- SEE NOTES ON A-501 DOOR SCHEDULE SHEET AND WALL PROTECTION FINISH SCHEDULE BASE BID AND ALTERNATE NOTES #04: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. EXISTING FLOORING AND WALL FINISH IN CONF RM 2272 & OFFICE 2273 SHALL REMAIN AND BE PROTECTED THRU CONSTRUCTION ALTERNATE #04: A. EXISTING FLOORING AND WALL FINISHES IN CONF RM 2272 & OFFICE 2273 SHALL BE REMOVED AND NEW FINISHES APPLIED. a. PROVIDE ALL LABOR AND MATERIALS TO REMOVE EXISTING FLOOR FINISH WITHIN ROOMS AND PREPARE FLOOR SLAB TO RECEIVE NEW FLOORING. B. NEW FLOORING TO BE INSTALLED IN CONF RM 2272 AND OFFICE 2273. a. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW FLOORING, INCLUDING WALL BASE, WITHIN CONR RM 2272 AND OFFICE 2273. SEE FLOOR FINISH PLAN & SCHEDULE. C. CONF RM 2272 & OFFICE 2273 TO RECEIVE NEW PAINT FINISH. a. PROVIDE ALL LABOR AND MATERIALS TO PREP AND PAINT ALL WALLS IN CONF 2272 & OFFICE 2273. SEE WALL FINISH PLAN & SCHEDULE BASE BID AND ALTERNATE NOTES #01: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. EXISTING CASEWORK WITHIN NOTED SPACES/ AREAS OF PCU PHASE 2 SHALL REMAIN AS EXISTING AND NOT BE DEMOLISHED. a. SUB -NURSE STATIONS, COMMAND CENTERS, MEDS, AND NOURISH ROOMS IN PCU PHASE 2. SEE DEMOLITION PLAN. b. PROVIDE ALL LABOR AND MATERIALS TO PROTECT (IN PLACE) EXISTING CASEWORK FROM DAMAGE DURING CONSTRUCTION. B. NEW FLOORING IS TO BE INSTALLED TO THE EDGE OF THE EXISTING CASEWORK. ALTERNATE #01: A. EXISTING CASEWORK WITHIN NOTED SPACES/ AREAS SHALL BE DEMOLISHED AND REMOVED. a. SUB -NURSE STATIONS, COMMAND CENTERS, MEDS, AND NOURISH ROOMS IN PCU PHASE 2. SEE DEMOLITION PLAN. b. PROVIDE ALL LABOR AND MATERIALS TO DEMOLISH AND REMOVE EXISTING CASEWORK AT AREAS LISTED ABOVE. SEE DEMOLITION PLAN KEYED NOTES. B. INSTALL NEW CASEWORK AND ASSOCIATED CEILING SOFFITS AS SHOWN IN NEW EQUIPMENT PLAN, ELEVATIONS, AND DETAILS. a. PROVIDE ALL LABOR AND MATERIALS FOR FABRICATION AND INSTALLATION OF NEW CASEWORK FOR NOTED SPACES. C. NEW FLOORING TO BE INSTALLED UNDER NEW CASEWORK, NOT FINISHED TO IT. a. PROVIDE ALL LABOR AND MATERIALS FOR INSTALLATION OF NEW FLOORING UNDER NEW CASEWORK BEYOND THAT INCLUDED WITHIN BASE BID. BASE BID AND ALTERNATE NOTES #02: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. EXISTING TILE FLOOR & WALL FINISHES WITHIN NOTED PCU PHASE 2 TOILET ROOMS TO REMAIN. TLT ACCESSORIES FOR NOTED TILT RMS TO REMAIN. a. PCU PATIENT TLT RMS, SEMI -PRIVATE PATIENT ROOM TILT RM, AND PUBLIC TLTS 2001, 2002 ,& 2276A. b. PROVIDE ALL LABOR AND MATERIALS TO PREPARE EXISTING GYPSUM -FACED WALLS WITHIN ABOVE NOTED SPACES TO RECEIVE NEW EPDXY PAINT (SEE FINISH SCHEDULE). c. PROVIDE ALL LABOR AND MATERIALS TO APPLY NEW EPXOY PAINT TO GYPSUM WALLS IN ABOVE LISTED SPACES, SEE FINISH PLAN AND KEYNOTES LEGEND. d. PROVIDE ALL LABOR AND MATERIALS TO PREPARE & INSTALL NEW OFOI TLT ACCESSORIES (DISPENSERS) WITHIN NOTED TLT ROOMS. SEE EQUIPMENT PLAN. ALTERNATE #02: A. EXISTING TILE FLOOR AND WALL FINISH AT NOTED PCU PHASE 2 TOILET ROOMS SHALL BE DEMOLISHED AND REMOVED. a. PCU PATIENT TLT RMS, SEMI -PRIVATE PATIENT ROOM TLT RM, AND PUBLIC TLTS 2001, 2002 ,& 2276A b. PROVIDE ALL LABOR AND MATERIALS TO REMOVE EXISTING FLOOR AND WALL TILE IN ROOMS LISTED ABOVE AND PREP FOR NEW FINISHES. B. INSTALL NEW FLOOR AND WALL (TILE & PAINT) FINISHES IN PCU PHASE 2 TOILET ROOMS. SEE FLOOR AND WALL FINISH PLANS FOR FINISHES TO BE INSTALLED. a. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW WALL TILE TO BE INSTALLED ON WET WALLS. SEE FINISH PLAN & FINISH SCHEDULE. b. PROVIDE ALL LABOR AND MATERIALS (EPDXY PAINT) TO PAINT ON NON -WET WALLS IN THE SPACES LISTED ABOVE. SEE FINISH PLAN & FINISH SCHEDULE. c. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW FLOOR TILE. SEE FINISH PLAN & FINISH SCHEDULE. d. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW CFCI, OFCi, & OFCRI TLT ACCESSORIES (GRAB BARS, MIRROR, ETC.) IN NOTED TOILET ROOMS. SEE EQUIP PLAN e. PROVIDE SEPARATE LINE ITEMS FOR FLOOR AND WALL TILE. 6 WALL RATINGS: —-S—�S—�-S- -S—♦4'-S--��-S- -♦T—♦T S—S- PARTITIONS: 1 HOUR FIRE 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE 2 HOUR FIRE/ SMOKE BARRIER TEMPORARY 1 HOUR FIRE SMOKE BARRIER "GRAY" = EXISTING RATING TO REMAIN EXISTING/REMAINING j—-1 NEW WORK C — _ DEMOLISHED INTERIOR FINISH GENERAL NOTES: 1. REFER TO FINISH LEGEND AND SCHEDULE FOR FINISH TYPE. 2. FLOORING FINISH MATERIAL TO BE LAID UNDER CASEWORK, NOT FINISHED TO IT. 3. ALL FLOOR FINISH CHANGES / TRANSITIONS SHALL OCCUR UNDER CENTERLINE OF DOOR IN CLOSED POSITION OR AT CENTERLINE OF OPENING WHERE A DOOR DOES NOT OCCUR, U.N.O 4. GROUT LINES OF SAME SIZE FLOOR AND WALL TILE ARE TO ALIGN, U.N.O 5. ALL EXTERIOR PAINT TO BE PNT-01 U.N.O. 6. NEW EQUIPMENT TO BE INSTALLED AFTER CONCRETE PAD FINISH HAS CURED. SEE MANUFACTURER'S SUGGESTED CURE TIME. 7. SKIMCOAT ALL NEW INTERIOR CEMENT BOARD PARTITIONS PRIOR TO PAINTING. 8. SEE FINISH SCHEDULE ON SHEET 1-001 FOR ADDITIONAL FINISH NOTES. KEYED NOTES: FINISHES O ROOM NOT IN SCOPE. NO FINISH WORK IN THIS AREA. 2O PCU PHASE 2: SEE BASE BID AND ALTERNATE #01 FOR CASEWORK SCOPE IN THIS ROOM/SPACE. O PCU PHASE 2: SEE BASE BID AND ALTERNATE #02 FOR FINISH AND FIXTURE SCOPE IN THIS TLT RM. 4O PCU PHASE 2: SEE BASE BID AND ALTERNATE #03 FOR RE -FINISH SCOPE RELATED TO THIS EXISTING DOOR. 5O PCU PHASE 2: SEE BASE BID AND ALTERNATE #04 FOR FINISH SCOPE WITHIN THIS ROOM/SPACE. 6O SVT FLOORING TO BE HEAT WELDED AND INSTALLED WITHOUT INTEGRAL BASE. INSTALL RWB-01 O7 SVT FLOORING TO BE HEAT WELDED AND INSTALLED WITH 6" INTEGRAL BASE. THIS SHEET RE -ISSUED IN ITS ENTIRETY E B A chapuis design group arch itecture. pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 PROJECT FOR ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth AHCA CLIENT CODE / FILE NUMBER: WA 2 NOV. 2, 2022 Addendum 2 - Construction Coordination 1 SEPT. 09, 2022 ADDENDUM No.1 MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A CIVIL ENGINEER WA STRUCTURAL ENGINEER WA MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER WA DRAWN BY SDL, JU PLANS -INTERIOR FLOOR FINISHES - PCU WING As indicated 2 a 0 N N CV O PLAN - LVL 2 - PCU AREA - FINISH FLOORS 1 /8" = V-0" PROJECT NORTH 1=101 1 2 3 4 5 6 Project Status _�" �"1LI— - ---� � •.. I i � _ � n 1 II � .g — - -- -- — � — � 'I �n 1 .�, Si � �� L l � II 1 I 1 1�" IN II i i I l � "IIR �' '.i 1 r ■ I I � a� � � �� � 7V, -i 1 2 3 4 5 6 E FBI R CT-03 PAT. RM. PAT. RM. u PUBLIC ELEV 40 � EPN�T-01 CTI 03 F— B EPNT-01 CT-03 EPNT-01 CT-03 NOTE: SEE BASE BID AND ALTERNATE NOTES REGARDING DOOR FINISH SCOPE FOR PCU PHASE 1 B. 4 A a EPNT-01 CT-03 EPNT-01 CT-03 T 0 a w 1 1 1 1 1 1 1 1 1 CORR. SEMI-PRIVATE RM: REDUCED SCOPE 1. NEW FLOOR & WALL FINISHES ONLY A. NEW PAINT FINISH ON EXISTING GYPSUM CEILINGS 2. NEW TILE (FLOOR & WALL) FINISHES ONLY WITHIN TOILET ROOMS HOSP. HOSP. ELEV ELEV T' PCU #16 PNTLO-02 PCU #15 PCU #14 PCU #13 PCU #12 PCU #11 �IB N/S STAIR; NOT AN EXIT EPNT-01 r Ee CT-04, MT-01 MECH WAITING MECH OFFICE EPNT-01 m r , PNTLO-03 ` L J v SS ---- EPNT-01 T 1 CONF. OFFICE 5 O P(�U #1 5 i PNTLO-02 TL 1 O CT-03 SUPPLIES 1 PNTLO-03- 1 1 1 PNTL0-03 sue 1 1 STAFF �r 1 1 MECH. I LOUNGE 1 ❑ LEPNT-C IT 1 1 IT PU 23EQUIP EQUIP. EPNT-01 T T WORK PNTLO-02 EPNT-01 CT 041 RM BLOOD 1 EVS MT-01 O GAS P�U #3 TL ' 1 ` CT-03 di PNTLO-03 � 1 O _ OFFICE o SUB1 J NOURISH TLT 2 (tfa PYXI1 TELEME r�COMMAND 1CT03CTR MT-01 — 1PNT-01P�U #4 SUB N/S SUB N/$ -02EPNT-0PCU #5 TL PCU #10 EPNT-02 T1 NT-01 BASE BID AND ALTERNATE NOTES #03: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. NOTED EXISTING DOOR LEAVES IN PCU PHASE 2 SHALL REMAIN AS EXISTING WITHOUT REFINISHING OR RESTAINING. B. NOTED EXISTING DOOR HARDWARE SHALL REMAIN. C. NOTED EXISTING DOOR FRAMES IN PCU PHASE 2 SHALL RECEIVE NEW PAINT FINISH. a. PROVIDE ALL LABOR AND MATERIALS TO REPAIR NOTED EXISTING DOOR FRAMES VIA "BONDO" OR OTHER METHOD. b. PROVIDE ALL LABOR AND MATERIALS TO PREP AND PAINT NOTED DOOR FRAMES IN PCU PHASE 2. SEE FINISH SCHEDULE. ALTERNATE #03: A. NOTED EXISTING DOOR LEAVES AND FRAMES IN PCU PHASE 2 TO BE REFINISHED. a. PROVIDE LABOR AND MATERIALS AS A "PER UNIT COST" LINE ITEM REPRESENTING THE COST FOR THE WORK PER DOOR. • PROVIDE ALL LABOR AND MATERIALS TO REMOVE EXISTING DOOR LEAF FINISH. • PROVIDE ALL LABOR AND MATERIALS TO REFINISH DOOR LEAVES AS REQUIRED ON SHEET A-501. • PROVIDE ALL LABOR AND MATERIALS TO PREP AND PAINT NOTED DOOR FRAMES IN PCU PHASE 2 BEYOND THAT INCLUDED WITHIN BASE BID. SEE FINISH SCHEDULE. • PROVIDE LABOR AND MATERIALS FOR INSTALLATION OF KICK PLATE- SEE NOTES ON A-501 DOOR SCHEDULE SHEET AND WALL PROTECTION FINISH SCHEDULE BASE BID AND ALTERNATE NOTES #04: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. EXISTING FLOORING AND WALL FINISH IN CONF RM 2272 & OFFICE 2273 SHALL REMAIN AND BE PROTECTED THRU CONSTRUCTION ALTERNATE #04: A. EXISTING FLOORING AND WALL FINISHES IN CONF RM 2272 & OFFICE 2273 SHALL BE REMOVED AND NEW FINISHES APPLIED. a. PROVIDE ALL LABOR AND MATERIALS TO REMOVE EXISTING FLOOR FINISH WITHIN ROOMS AND PREPARE FLOOR SLAB TO RECEIVE NEW FLOORING. B. NEW FLOORING TO BE INSTALLED IN CONF RM 2272 AND OFFICE 2273. a. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW FLOORING, INCLUDING WALL BASE, WITHIN CONR RM 2272 AND OFFICE 2273, SEE FLOOR FINISH PLAN & SCHEDULE. C. CONF RM 2272 & OFFICE 2273 TO RECEIVE NEW PAINT FINISH. a. PROVIDE ALL LABOR AND MATERIALS TO PREP AND PAINT ALL WALLS IN CONF 2272 & OFFICE 2273. SEE WALL FINISH PLAN & SCHEDULE BASE BID AND ALTERNATE NOTES #01: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. EXISTING CASEWORK WITHIN NOTED SPACES/ AREAS OF PCU PHASE 2 SHALL REMAIN AS EXISTING AND NOT BE DEMOLISHED. a. SUB -NURSE STATIONS, COMMAND CENTERS, MEDS, AND NOURISH ROOMS IN PCU PHASE 2. SEE DEMOLITION PLAN. b. PROVIDE ALL LABOR AND MATERIALS TO PROTECT (IN PLACE) EXISTING CASEWORK FROM DAMAGE DURING CONSTRUCTION. B. NEW FLOORING IS TO BE INSTALLED TO THE EDGE OF THE EXISTING CASEWORK. ALTERNATE #01: A. EXISTING CASEWORK WITHIN NOTED SPACES/ AREAS SHALL BE DEMOLISHED AND REMOVED. a. SUB -NURSE STATIONS, COMMAND CENTERS, MEDS, AND NOURISH ROOMS IN PCU PHASE 2. SEE DEMOLITION PLAN. b. PROVIDE ALL LABOR AND MATERIALS TO DEMOLISH AND REMOVE EXISTING CASEWORK AT AREAS LISTED ABOVE. SEE DEMOLITION PLAN KEYED NOTES. B. INSTALL NEW CASEWORK AND ASSOCIATED CEILING SOFFITS AS SHOWN IN NEW EQUIPMENT PLAN, ELEVATIONS, AND DETAILS. a. PROVIDE ALL LABOR AND MATERIALS FOR FABRICATION AND INSTALLATION OF NEW CASEWORK FOR NOTED SPACES. C. NEW FLOORING TO BE INSTALLED UNDER NEW CASEWORK, NOT FINISHED TO IT. a. PROVIDE ALL LABOR AND MATERIALS FOR INSTALLATION OF NEW FLOORING UNDER NEW CASEWORK BEYOND THAT INCLUDED WITHIN BASE BID. BASE BID AND ALTERNATE NOTES #02: THE NOTES INCLUDED HEREIN ARE FOR PCU PHASE 2- SEE PLANS & KEYNOTES. BASE BID: A. EXISTING TILE FLOOR & WALL FINISHES WITHIN NOTED PCU PHASE 2 TOILET ROOMS TO REMAIN. TLT ACCESSORIES FOR NOTED TLT RMS TO REMAIN. a. PCU PATIENT TLT RMS, SEMI -PRIVATE PATIENT ROOM TLT RM, AND PUBLIC TLTS 2001, 2002 ,& 2276A. b. PROVIDE ALL LABOR AND MATERIALS TO PREPARE EXISTING GYPSUM -FACED WALLS WITHIN ABOVE NOTED SPACES TO RECEIVE NEW EPDXY PAINT (SEE FINISH SCHEDULE). c. PROVIDE ALL LABOR AND MATERIALS TO APPLY NEW EPXOY PAINT TO GYPSUM WALLS IN ABOVE LISTED SPACES. SEE FINISH PLAN AND KEYNOTES LEGEND. d. PROVIDE ALL LABOR AND MATERIALS TO PREPARE & INSTALL NEW OFOI TLT ACCESSORIES (DISPENSERS) WITHIN NOTED TLT ROOMS. SEE EQUIPMENT PLAN. ALTERNATE #02: A. EXISTING TILE FLOOR AND WALL FINISH AT NOTED PCU PHASE 2 TOILET ROOMS SHALL BE DEMOLISHED AND REMOVED. a. PCU PATIENT TLT RMS, SEMI -PRIVATE PATIENT ROOM TLT RM, AND PUBLIC TLTS 2001, 2002 ,& 2276A b. PROVIDE ALL LABOR AND MATERIALS TO REMOVE EXISTING FLOOR AND WALL TILE IN ROOMS LISTED ABOVE AND PREP FOR NEW FINISHES. B. INSTALL NEW FLOOR AND WALL (TILE & PAINT) FINISHES IN PCU PHASE 2 TOILET ROOMS. SEE FLOOR AND WALL FINISH PLANS FOR FINISHES TO BE INSTALLED. a. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW WALL TILE TO BE INSTALLED ON WET WALLS. SEE FINISH PLAN & FINISH SCHEDULE. b. PROVIDE ALL LABOR AND MATERIALS (EPDXY PAINT) TO PAINT ON NON -WET WALLS IN THE SPACES LISTED ABOVE. SEE FINISH PLAN & FINISH SCHEDULE. c. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW FLOOR TILE. SEE FINISH PLAN & FINISH SCHEDULE. d. PROVIDE ALL LABOR AND MATERIALS TO INSTALL NEW CFCI, OFCI, & OFCRI TLT ACCESSORIES (GRAB BARS, MIRROR, ETC.) IN NOTED TOILET ROOMS. SEE EQUIP PLAN e. PROVIDE SEPARATE LINE ITEMS FOR FLOOR AND WALL TILE. WALL RATINGS: 1 HOUR FIRE --$•S—*.S—♦S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -*♦-S—$6 S-- 44-S- 2 HOUR FIRE/ SMOKE BARRIER --*-T T TEMPORARY 1 HOUR FIRE S—S SMOKE BARRIER ,. ,_.. _..... _ "GRAY" = EXISTING RATING TO REMAIN PARTITIONS: EXISTING/REMAINING NEW WORK C _ _ DEMOLISHED INTERIOR FINISH GENERAL NOTES: 1. REFER TO FINISH LEGEND AND SCHEDULE FOR FINISH TYPE. 2. FLOORING FINISH MATERIAL TO BE LAID UNDER CASEWORK, NOT FINISHED TO IT. 3. ALL FLOOR FINISH CHANGES / TRANSITIONS SHALL OCCUR UNDER CENTERLINE OF DOOR IN CLOSED POSITION OR AT CENTERLINE OF OPENING WHERE A DOOR DOES NOT OCCUR, U.N.O 4. GROUT LINES OF SAME SIZE FLOOR AND WALL TILE ARE TO ALIGN, U.N.O 5. ALL EXTERIOR PAINT TO BE PNT-01 U.N.O. 6. NEW EQUIPMENT TO BE INSTALLED AFTER CONCRETE PAD FINISH HAS CURED. SEE MANUFACTURER'S SUGGESTED CURE TIME. 7. SKIMCOAT ALL NEW INTERIOR CEMENT BOARD PARTITIONS PRIOR TO PAINTING. 8. SEE FINISH SCHEDULE ON SHEET 1-001 FOR ADDITIONAL FINISH NOTES. KEYED NOTES: FINISHES O ROOM NOT IN SCOPE. NO FINISH WORK IN THIS AREA. 2O PCU PHASE 2: SEE BASE BID AND ALTERNATE #01 FOR CASEWORK SCOPE IN THIS ROOM/SPACE. O PCU PHASE 2: SEE BASE BID AND ALTERNATE #02 FOR FINISH AND FIXTURE SCOPE IN THIS TLT RM. 4O PCU PHASE 2: SEE BASE BID AND ALTERNATE #03 FOR RE -FINISH SCOPE RELATED TO THIS EXISTING DOOR. 50 PCU PHASE 2: SEE BASE BID AND ALTERNATE #04 FOR FINISH SCOPE WITHIN THIS ROOM/SPACE. 6O SVT FLOORING TO BE HEAT WELDED AND INSTALLED WITHOUT INTEGRAL BASE. INSTALL RWB-01 O SVT FLOORING TO BE HEAT WELDED AND INSTALLED WITH 6" INTEGRAL BASE. E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 PROJECT FOR ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 s • AdventHealth AHCA CLIENT CODE I FILE NUMBER: N/A 1 NOV. 2, 2022 Addendum 2 - Construction Coordination MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER WA STRUCTURAL ENGINEER WA MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY JU vti r r . r PLANS - INTERIOR THIS SHEET RE -ISSUED WALL FINISH - PCU U IN ITS ENTIRETY A WING As indicated AIRLEPNT-01 EPNT-01PLAN - LVL 2 - PCU AREA - FINISH WALLS CT-03 CT-03 CT-03 CT-03PROJECT 1/8"= V-0" NORTH 1=102 1 2 3 4 5 6 Project Status CT-03—_ISO PCU 1 wPCU #9 PCU #8 EPNT-01 #7 $V Z EPNT-02PNTLO-0 PNTLO-02 1 0 l o.J EPNT-0TLT TL TLT PCU #6 PNTLO-02 CT-03 1 2 3 4 5 6 WALLS TO BE PREPPED PRIOR TO WALL INTERIOR WINDOW PROTECTION INSTALL. I SEE MANUFACTURER'S -- TOP CAP TO BE INSTALLED AT INSTALL GUIDE — SILL REVEAL TO FINISH EDGES OF COMPONENT COVER TO SHEET WALL PROTECTION TOP CAP CORNER GUARDS OVERLAP PORTION OF WALL -- CORNER GUARD CAP TO ALIGN PROTECTION WITH SHEET WALL PROTECTION WHERE SILL DEPTH IS LARGER TOP CAP TOP CAP I THAN 3/4", INSTALL SCHEDULED 1 SHEET WALL PROTECTION AT -- SURFACE MOUNT CORNER SILL REVEAL TO HEIGHT OF IF COMPONENT COVER GUARD. TRIM HEIGHT AS NEEDED MITRE JOINT AT ALL TOP CAP SURROUNDING WALL INTERSECTS TOP CAP OF WALL USING MANUFACTURER'S AND END TRIM PROTECTION. INSTALL 3/4" WING PROTECTION, INSTALL TOP RECOMMENDED METHOD INTERSECTIONS, SEAL GAPS ADHESIVE APPLIED CORNER CAP 1/16" FROM EDGE OF E i WITH MANUFACTURER'S GUARDS TO FINISH EDGES. COVER. SEAL ENDS OF TOP E RECOMMENDED COLOR CAP W/ COLOR MATCHED — SHEET WALL PROTECTION, AS SCHED. MATCHED CAULK WHERE SILL DEPTH IS LESS CAULK BEFORE RE -INSTALLING THAN 3/4", FINISH EDGE OF COMPONENT COVER. Chapuis design group WALL PROTECTION WITH TOP CORNER GUARD BOTTOM CAP- architecture -pa END TRIM- ROTATED TOP CAP CAPS. MITRE EDGES WHERE TRIM. SIZE OF ALL TOP/END CAPS INTERSECT PROVIDE ALLOWANCE FOR WALL SHEET WALL PROTECTION. BASE. SEE MANUFACTURER'S 510 VONDERBURG DR. SUITE 216 TRIM TO BE SAME SIZE, UNLESS AS SCHED -- WHERE WINDOW INTERSECTS INSTALL GUIDE BRANDON, FL 33511 OTHERWISE SPECIFIED. WALL PROTECTION, INSTALL CUT SHEET WALL PROTECTION Tel. 813-667-2340 3/4" WING ADHESIVE APPLIED CGDPA - FL # AA-26003049 TOP CAP SHEET WALL PROTECTION, CORNER GUARDS AT SILL TO TO MATCH DRYWALL OPENING AS SCHED. OR ANY SURFACE MOUNTED WALL BASE, AS SCHED. FINISH EDGES. MITRE CORNERS WHERE CORNER BRACKETS FOR WALL MOUNTED ITEMS GUARDS MEET. END CAP WALL PROTECTION- SURFACE E2 WALL PROTECTION- END TRIM AND TOP CAP E3 WALL PROTECTION- WINDOW TRIM E4 WALL PROTECTION -WALL MOUNTED COMPONENT E5 MOUNT CORNER GUARD _ SHEET WALL NTS NTS PROTECTION HANDRAIL, AS SCHED. WHEN INSIDE FULLY ASSEMBLED WITH CORNER RETURNS, HANDRAIL SHALL BE 2" HANDRAIL, AS SCHED. VERIFY HANDRAIL IS 2" CLEAR OF ALL DOOR FRAMES AND CLR OF DOOR FRAMES AND OTHER EDGES DIVIDER BAR, OTHER PROTRUSIONS. SEE WHERE MANUFACTURER'S INSTALL GUIDE. SPEC'D. IF - DIV. BAR NOT ` SHOWN, USE WALL GUARD, AS SCHED. BUTT JOINT. HANDRAILS AND WALL GUARDS � WALL GUARD, AS SCHED. LENGTH OF SEE MANU. SHALL BE THE SAME LENGTH, HANDRAIL AND WALL GUARD TO MATCH INSTALL MEASURED WITHOUT RETURNS ` MEASURED WITHOUT ENDS GUIDE. AND END PIECES. SHEET WALL PROTECTION, AS PROJECT FOR SCHED. INSTALLED CENTER TO WALL BASE D — OUTSIDE CORNER, SEE DETAILS FOR CENTER BETWEEN HANDRAIL AND �- CORNER GUARD, AS SCHED. SHEET WALL PROTECTION, AS SCHED. D A D V E N T H EA LT H - SURFACE MOUNT OR TAPE ON PER ��~ WALL GUARD. MEASUREMENTS , DRAWINGS \ VARY BASED ON PRODUCT TYPE AND MOUNTING HEIGHTS. SEE VINYL COVER Z E P H YR H I L LS PROJECT SPECIFIC ELEVATIONS. U ' SHEET WALL PROTECTION, AS SCHED. INSTALL exp N QX ¢ CTR TO CTR BETWEEN HANDRAIL AND WALL > , GUARD CONTINUOUS ALUMINUM RETAINER �j CORNER GUARD. AS SCHED. WALL PROTECTION- RIGID VINYL SELF -DRILLING SCREWS WALL BASE, AS SCHED. 2" — WALL BASE, AS SCHED. P C U REFRESH SHEET AND TRIM COMPONENTS WALL PROTECTION- TYP. CORRIDOR COMPONENTS \3 ELEVATION- TYP. CORRIDOR WALL PROTECTION COMPONENTS D4 SECTION- SURFACE MOUNT CORNER GUARD D 1 NTS D2 112' = V-0" 7050 Gall Blvd. Zephyrhills, FL 33541 J CRAIN METAL AdventHealth INSIDE CORNER, C SILVER- U.N.O FINISHED WALL — SPECIFIED COVE CAP CRAIN METAL AHCA CLIENT CODE /FILE NUMBER: N/A OUTSIDE CORNER, SILVER- U.N.O — — INTEGRAL COVE BASE AS —\— - -- \ SCHEDULED. SEE—__— \ ELEVATIONS. C , DETAIL -COVE BASE CORNERS MARK DATE DESCRIPTION PROJECT NUMBER 042.22.236.01 WATERPROOF MEMBRANE AS REQUIRED ORIGINAL ISSUE AUGUST 26, 2022 - CONCRETE PROJECT MANAGER TEC WONDERBOARD OR PROJECT DESIGNER TEC SIMILAR CBU PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CEILING AS SCHED -- SCHLUTER CIVIL ENGINEER N/A ' WALL TILE TO CLG TRANSITION-SCHIENE- ° ° STRUCTURAL ENGINEER N/A TRANSITION, AS AT TILED OUTSIDE — - ' SCHEDULED CORNERS; UNLESS MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 OTHERWISE SPECIFIED ° ° ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE_ 76422 -F -- WALL TILE W/ SOFT JOINT AT WALL TILE INTERIOR DESIGNER CDG GROUT, AS SCHED. INSIDE CORNER TO W/ GROUT, EQUIPMENT PLANNER N/A ABSORB AS SCHED. ° CEMENTITIOUS BACKER UNIT -- i — SCHLUTER MOVEMENT; SEAL (CBU), CONCRETE DRAWN BY JU TRANSITION- AS REQUIRED WONDERBOARD OR SIMILAR SCHIENE, AT ALL TILED OUTSIDE SECTION -WALL TILE W/ EXPANSION JOINTS ' CORNERS, INSTALLED TO B2 1 1/2" = 1' 0" HEIGHT OF TILE ° ORGANIC ADHESIVE INSTALLATION; UNLESS OTHERWISE SPEC'D FLOOR TILE W/ GROUT AS SCHED. h SOFT JOINT AT ALL a. CEILING AS SCHED 4 '- TILED INSIDE t i CORNERS TO SEALANT, BACKER ROD. COMPRESSIBLE FILLER \ - WALL TILE TO CLG CERAMIC TILE ` s ABSORB ° TRANSITION, AS SCHEDULED DRY -SET OR LATEX-PORTLAND MOVEMENT; SEAL AS REQUIRED WALL TILE W/ GROUT, CEMENT MORTAR BOND COAT i ' — SOFT JOINT AT ° AS SCHEDULED CONCRETE WONDERBOARD i PERIMITER: CONCRETE SUBFLOOR OR SIMILAR CBU UNLESS OTHER ' TRANSITION ° SPEC'D; SEAL AS WALL TILE W/ GROUT, AS SCHED s '• REQUIRED INTERIOR DETAILS FLOOR TILE W/ i GROUT, AS SCHED. A 1/4" WIDE CONTROL JOINT, A SAW CUT INTO CONCRETE SOFT JOINT; UNLESS OTHER TRANSITION SPECIFIED, SEAL AS REG. SHRINKAGE CRACK FLOOR TILE W/ GROUT, AS SCHED i CONCRETE SUBFLOOR SCALE As indicated — LATEX-PORTLAND CEMENT MORTAR BOND COAT CONCRETE SUBFLOOR STEEL TROWEL AND FINE BROOM FINISH: FREE OF CURING COMPOUNDS AND SEALERS TILE -FLOOR- EXPANSION JOINT OVER TILE -WALL- MASTIC ON CBU OVER _ _ 1=401 TILE- EXPANSION JOINT DIAGRAM Cn A\ CONCRETE CONTROL JOINT A3 ).STEEL STUDS A4 SECTION WALL TILE, FULL HEIGHT / A5 TILE FLOOR-THINSET ON CONCRETE C) Al NTS NTS 1 1/2 = 1 0 � O r N -�;3 1 2 3 4 5 6 Project Status Ef 0 A Cn z _O f-- > w J w w w U) 1 2 3 4 5 6 ALL FILLERS TO BE FLUSH WITH CABINET BODY BACKSPLASH TO ALIGN WITH EDGE OF COUNTERTOP 1 1/2" LAMINATED EDGE COUNTERTOP AS SCHED.; 1" FINISHED END OVERHANG; 1" FRONT OVERHANG MEAS. FROM DOOR / DRAWER FRONT CABINET DRAWER AND DOOR EDGES TO ALIGN, ACCOMODATE FOR HINGE CLEARANCE ALL GRAIN / PATTERN,TO RUN AND MATCH VERTICALLY: SEE AWI STANDARDS FOR PREMIUM GRADE CASEWORK CASEWORK-TYP. BASE CAB ITERTOP AS DULED KING AS TIRED, TYP. OGEE CURVE ORT BRACKET "YP. WORK ACE z 0 > w J w O w w w Cc CASEWORK- DRAWER BASE 1 1/2" LAMINATED EDGE COUNTERTOP AS SCHEDULED; WITH 3/4" SEALED PLYWOOD SUBSTRATE DRAWER W/ SUBFRONT; SEE SPEC FOR HARDWARE REQUIREMENTS PER DRAWER TYPE HIGH PRESSURE LAMINATE INTERIOR AND SHELVING FINISH: SEE FIN. SCHED. ALL FILLERS TO BE FLUSH WITH CABINET BODY BACKSPLASH TO ALIGN WITH EDGE OF COUNTERTOP 1 112" LAMINATED EDGE COUNTERTOP AS SCHED.; 1" FINISHED END OVERHANG; 1" FRONT OVERHANG FROM DOOR/DRAWER FRONT CABINET DRAWER AND DOOR EDGES TO ALIGN, ACCOMODATE FOR HINGE CLEARANCE ALL GRAIN / PATTERN TO RUN AND MATCH VERTICALLY; SEE AWI STANDARDSFOR PREMIUM CASEWORK z O_ H a > w J w O w w w w NG FIXTURES AS SCHED. BACKSPLASH TO ALIGN W/ EDGE OF COUNTERTOP; UNLESS NOTED OTHERWISE 1 1/2" LAMINATED EDGE COUNTERTOP AS SCHED.; 1" OVERHANG FROM FINISHED END AND DOOR/DRAWER FRONT FINISH PANEL ATTACHED W/ STAINLESS STEEL TAMPER RESISTANT WASHERS AND SCREWS ALL GRAIN / PATTERN TO RUN AND MATCH VERTICALLY; SEE AWI STANDARDS FOR PREMIUM GRADE CASEWORK CASEWORK- SINK BASE W/ REMOVABLE PANEL 1 1/2" LAMINATED COUNTERTOP AS SCHEDULED; WITH 3/4" SEALED PLYWOOD SUBSTRATE DRAWERS W/ SUBFRONT; ELEVATION DENOTES TYPE (I.E. "FILE"); SEE SPEC FOR HARDWARE REQUIREMENTS PER DRAWER TYPE 3/4" BACK WITH NAILERS; SEE SPEC z 0 > w J w 0 Ir w w w GYP. ASSEMBLY SOFFIT; UNLESS OTHERWISE SPECIFIED; SEE ELEVATIONS 1" CEILING SCRIBE FINISH TO MATCH CASEWORK ALL CABINET DOORS TO BE INSTALLED WITH GRADE 1 WRAPAROUND 5 KNUCKLE HINGES; UNLESS OTHERWISE NOTED WHERE LIGHT VALANCE NOT INSTALLED. WALL CABINET DOORS ARE TO ALIGN WITH BOTTOM EDGE OF CABINET BODY ALL FILLERS TO BE FLUSH WITH CABINET BODY CASEWORK-TYP. WALL CAB 4" BACKSPLASH SAME AS SCHEDULED COUNTERTOP; UNLESS OTHERWISE SPECIFIED 1 1/2" LAMINATED COUNTERTOP AS SCHEDULED; W/ 3/4" SEALED PLYWOOD SUBSTRATE 3/4" BACK WITH NAILERS; FIELD VERIFY-ACCOMODATE FOR PLUMBING AS NEEDED REMOVABLE PANEL; FINISH TO MATCH ADJACENT CASEWORK; ATTACH W/ STAINLESS STEEL TAMPER RESISTANT WASHERS AND SCREWS HIGH PRESSURE LAMINATE CAB INTERIOR NOT INTENDED FOR STORAGE U) z 0 t= Q w w 0 F- Cr w w w rr z 0 > w J w O w w w GYP. ASSEMBLY SOFFIT; UNLESS OTHERWISE SPECIFIED; SEE ELEVATIONS 1" CEILING SCRIBE: FINISH TO MATCH CASEWORK 3/4" BACK WITH NAILERS HIGH PRESSURE LAMINATE INTERIOR AND SHELVING FINISH: SEE FIN. SCHED. U) z 0 F=- > w J w 0 w w w CC 3YP. ASSEMBLY SOFFIT; UNLESS DTHERWISE SPEC'D: SEE ELEVATIONS 1" CEILING SCRIBE: FINISH TO MATCH ;,ASEWORK 3/4" BACK W/ HAILERS: SEE SPEC HIGH PRESSURE LAMINATE INTERIOR AND SHELVING FINISH; SEE FIN. SCHED. E 7 A chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exF PROJECT FOR ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth AHCA CLIENT CODE / FILE NUMBER: N/A MARK DATE DESCRIPTION PROJECT NUMBER 042.22.236.01 ORIGINAL ISSUE AUGUST 26, 2022. PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY JU yC� INTERIOR DETAILS - CASEWORK SCALE 1" = 1'-0" 1=402 SECTION -OGEE CURVE BRACKET SECTION-TYP. BASE CAB. SECTION- DRAWER BASE 1 " = V-0" SECTION- SINK BASE W/ REMOVABLE PANEL 1 " = V-0" SECTION-TYP. WALL CAB. 1" = V-0" SECTION- TALL CAB. W/ FULL HT DOOR 1" = V-0" 1�� 1 = l -U � I _ I -U \� 6 Project Status 1 2 3 4 5 3 E 0 B A PROVIDE POWER AND DATA 4" FOR 'ACCUCHECK' STATION F_ PROVI co N CORRI L 1" RtPP GRADE 1" EVERY SSF-01 SSF-01 WA FINISH COI INSIDE ED( N LOCKABLE I @ CORRID DE POWER ON DOR SIDE ED FURNITURE PLYWOOD SPACED V-0" O.C. BUILT UP EDGE TERFALL EDGE JTINUES ON aE CABINET ACCESSIBLE DR SIDE DETAIL - SUB NURSE STN CORRIDOR POWER 1 1/2" = V-0" 2 PROVIDE POWER AND DATA FOR'ACCUCHECK' STATION 1" RIPPED FURNITURE GRADE PLYWOOD UTILITY PASS THRU- 4" X 1 1/2" W/ ROUNDED EDGES PLAM-01 DRAWER BASE SSF-01 WATERFALL PANEL W/ LOCKABLE CABINET BEYOND SSF-01 CONTINUES @ INSIDE FACE 4" KICK PLYWOOD SILL PLATE DETAIL - SUB NURSE STN 'ACC UCH ECK' STATION 1 1/2" = 1'-0" N 4 5 6 SSF-01 COUNTERTOP W/ BUILT-UP EDGE FURNITURE GRADE PLYWOOD SSF-01 WATERFALL PLAM-01 DOUBLE SIDED LINEN STORAGE PLAM-01 FILLER SSF-01 CONTINUES @ INSIDE FACE DETAIL - SUB NURSE STN WATERFALL EDGE 1 1/2" = 1'-0" SSF-01 WATERFALL DOUBLE SIDED LINEN STORAGE SSF-01 WATERFALL 'ACCUCHECK' STATION PROVIDE POWER AT CORRIDOR SIDE SSF-01 WATERFALL SSF-01 WATERFALL @ BACK OF LOCKING CABINET SSF CONTINUES LOCKABLE CABINET AT INSIDE FACE NOTE: ALL CASEWORK AT NURSE SUE HAVE RECESSED PULLS. SEE SPEC 1/2" THICK SSF-02 SILL. VEF DIMENSIONS IN FIE FRY REGLET DRYWALL'F' REVE DRMF-50-625 ; BUFFED BRITE PEWTI EXISTING DRYWALL S EXISTING EXTERIOR W I A.^1 If- .11 SSF-01 WATERFALL 3D VIEW - SUB NURSE STN - NURSE SIDE chapuis design group arch itecture. pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 090 rF Is 40 ex PROJECT FOR ADVENTHEALTH— ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth AHCA CLIENT CODE / FILE NUMBER: 23/100046-13593-1 PROJECT NUMBER ORIGINAL ISSUE PROJECT MANAGER PROJECT DESIGNER PROJECT ARCHITECT B LANDSCAPE ARCHITECT CIVIL ENGINEER STRUCTURAL ENGINEER MECHANICAL ENGINEER ELECTRICAL ENGINEER INTERIOR DESIGNER EQUIPMENT PLANNER DRAWN BY 042.22-236.01 08/26/2022 - TEC TEC THOMAS E. CHAPUIS - AR97109 N/A N/A N/A TIMOTHY P. PENNOCK - PE54516 CHARLES T. ALEXANDER - PE76422 CDG N/A JU INTERIOR DETAILS — MILLWORK A SCALE) 1 1/2" =1'-0" DETAIL - SSF WINDOW SILL 1 1/2" = 1'-0" 1=403 1 2 3 4 5 6 I-1 UJVL;L OLCILUb ,. I i - — - — - I I I I III I I I !I' I I I _ — 1 ! 1 1' ! 11 1 1 - ' - 1 1 ' ! 111"11 1 I - - 1 Iwo 1.1111 — 1 1 I 11 _I vI A 1 2 3 4 5 6 PIPING SYSTEM ABBREVIATIONS PIPING LEGEND r AIR SYSTEM LEGEND GENERAL ABBREVIATIONS - ! - - AAV AUTOMATIC AIR VENT WPD WATER PRESSURE DROP RECTANGULAR SUPPLY/ OUTSIDE AIR F� DEGREES FAHRENHEIT MCC MOTOR CONTROL CENTER -CHWS--- CHILLED WATER SUPPLY SLOP PIPE SLOPE (REFER TO PLANS FOR SPACE PRESSURIZATION ARROW , DUCT UP CFM CO CLEAN OUT PT (PETE'S PLUG) TEST WELL SLOPE) °C DEGREES CELSIUS MECH MECHANICAL x RECTANGULAR SUPPLY/ OUTSIDE AIR UNDERCUT DOOR AIRFLOW = - _ CV FLOW COEFFICIENT OR CONTROL VALVE NPSH NET POSITIVE SUCTION HEAD CHWR CHILLED WATER RETURN � AUTOMATIC AIR VENT � � � ' DUCT DOWN ! UC- �� j a DIAMETER MFR MANUFACTURER DX DIRECT EXPANSION NPSHA NET POSITIVE SUCTION HEAD AVAILABLE RECTANGULAR RETURN/ RELIEF AIR AD ACCESS DOOR MIN MINIMUM CWS CONDENSER WATER SUPPLY-�' - SUPPLY AIRFLOW ARROW ANGLE VALVE ELEVATION DUCT UP EWT ENTERING WATER TEMPERATURE NPSHR NET POSITIVE SUCTION HEAD REQUIRED ADJ ADJUSTABLE MOCP MAXIMUM OVERCURRENT PROTECTION CWR CONDENSER WATER RETURN RECTANGULAR RETURN/ RELIEF FC FLEXIBLE CONNECTION OS&Y OUTSIDE STEM AND YOKE �- ANGLE VALVE PLAN AIR DUCT DOWN RETURN OR EXHAUST AIRFLOW ARROW AFF ABOVE FINISHED FLOOR MTD MOUNTED E FCV FLOW CONTROL VALVE PG PRESSURE GAUGE -- GWS - GEOTHERMAL WATER SUPPLYi ! RECTANGULAR EXHAUST AIR DUCT UP CEILING DIFFUSER (SUPPLY) AFG ABOVE FINISHED GRADE N/A NOT APPLICABLE O BALL VALVE FM FLOW METER PRV PRESSURE REDUCING VALVE I AFR ABOVE FINISHED ROOF NC NORMALLY CLOSED OR NOISE CRITERIA GWR GEOTHERMAL WATER RETURN _ ram, RECTANGULAR EXHAUST AIR DUCT -7 ! �, RETURN AIR GRILLE OR REGISTER ! HD HEAD TDH TOTAL DYNAMIC HEAD �- BALL VALVE M MEMORY STOP DOWN ARCH ARCHITECT NEG NEGATIVE LWT LEAVING WATER TEMPERATURE GS GLYCOL SUPPLY r ABHP ROUND SUPPLY/ OUTSIDE AIR DUCT UP EXHAUST AIR GRILLE OR REGISTER BRAKE HORSEPOWER BUTTERFLY VALVE NIC NOT IN CONTRACT MAV MANUAL AIR VENT BOD BOTTOM OF DUCT NO NORMALLY OPEN - - �- -- -- --GR- GLYCOL RETURN 1 _ j r--T < ROUND SUPPLY/ OUTSIDE AIR DUCT �- BUTTERFLY VALVE W/ MEMORY STOP Z--'-�' DOWN DIFFUSER WITH FLOW DIRECTION. BMS BUILDING MANAGEMENT CONTROL SYSTEM NTS NOT TO SCALE NO FLOW ARROWS INDICATES HWS HEATING HOT WATER SUPPLY ROUND RETURN/ RELIEF AIR DUCT UP STANDARD 4-WAY PATTERN. BOP BOTTOM OF PIPE OC ON CENTER _ CONTROL _DIAGRAM ABBREVIATIONS MOTORIZED BUTTERFLY VALVE HEATING HOT WATER RETURN BTU BRITISH THERMAL UNIT ODP OPEN DRIP PROOF -HWR -� > ROUND RETURN/ RELIEF AIR DUCT Al ANALOG INPUT CONTROL POINT EMS ENERGY MANAGEMENT SYSTEM j PRESSURE INDEPENDENT CHARACTERIZED �-- DOWN �� SIDE WALL GRILLE BTUH BRITISH THERMAL UNIT PER HOUR OFC1 OWNER FURNISHED CONTRACTOR INSTALLED j ( CONTROL VALVE (PICCV) AO ANALOG OUTPUT CONTROL POINT FC FAIL CLOSED ON LOSS OF POWER --HPWS HEAT PUMP WATER SUPPLY �TTa 1 HUMIDITY SENSOR OR HUMIDISTAT AND CLG CEILING OF01 OWNER FURNISHED OWNER INSTALLED CALIBRATED BALANCING VALVE �y i ! ROUND EXHAUST AIR DUCT UP H X BAS BUILDING AUTOMATION CONTROL SYSTEM FO FAIL OPEN ON LOSS OF POWER CIRCUIT SETTER J - NUMBER ( ) CL CENTERLINE PD PRESSURE DROP HPWR - HEAT PUMP WATER RETURN ! n BI BINARY INPUT CONTROL POINT NC NORMALLY CLOSED WHEN OPERATING I _1 ROUND EXHAUST AIR DUCT DOWN �' X SENSOR AND NUMBER DB DRY BULB TEMPERATURE PH PHASE CONTROL VALVE 2 WAY BINARY OUTPUT CONTROL POINT NO NORMALLY OPEN WHEN OPERATING --MUW MAKE UP WATER BO DDC DIRECT DIGITAL CONTROL PLBG PLUMBING - � DUCT WITH LINING OR SOUND INSULATION ! SW X SWITCH AND NUMBER ! aK CONTROL VALVE - 3 WAY - I VFD VARIABLE FREQUENCY DRIVE I DN DOWN POC POINT OF CONNECTION -- ---- - - PCHWS PROCESS CHILLED WATER SUPPLY M TEMPERATURE SENSOR OR THERMOSTAT MOTORIZED CONTROL DAMPER FOR X �.} CHECK VALVE 4 ROUND AND RECTANGULAR DUCT &ZONE NUMBER DP DIFFERENTIAL PRESSURE POD POINT OF DEMARCATION --PCHWR PROCESS CHILLED WATER RETURN BDD TEMPERATURE SENSOR OR THERMOSTAT AIR R SIDE SYSTEM ABBREVIATIONS O DRAIN OFF VALVE (BALL VALVE W/ != RECTANGULAR DUCT FOR ROUND AND X W/ VANDAL GUARD & ZONE NUMBER DWG DRAWING POS POSITION OR POSITIVE /"� HOSE BIBS, CAP, &CHAIN) I EA EACH PSI POUNDS PER SQUARE INCH T CD CONDENSATE DRAIN FD i FIRE DAMPER FOR ROUND AND YR REMOTE DAMPER OPERATOR AC AIR CONDITIONING LAT COIL LEAVING AIR TEMPERATURE FLOAT OPERATED VALVE L 4 EFF EFFICIENCY RC ROOM CRITERIA (NOISE) RECTANGULAR DUCT (YOUNG REGULATOR) AF AIR FOIL MA MIXED AIR -RL REFRIGERANT LIQUID q SD ELEC ELECTRICAL RET RETURN r- SMOKE DAMPER FOR ROUND AND ( DP DIFFERENTIAL PRESSURE SENSOR PRESSURE INDEPENDENT FLOW APD AIR PRESSURE DROP MAT MIXED AIR TEMPERATURE CONTROL VALVE (FLOW LIMITER) RECTANGULAR DUCT EMER EMERGENCY RH RELATIVE HUMIDITY -RS REFRIGERANT SUCTION FSD AT AIR TERMINAL MAU COMBINATION FIRE/SMOKE DAMPER FOR SD DUCT SMOKE DETECTOR MAKE UP AIR FLOW METER i Al ROUND AND RECTANGULAR DUCT ENT ENTERING RM ROOM BI BACKWARD INCLINE OA OUTSIDE AIR LPS ! LOW PRESSURE STEAM VD (S STATIC PRESSURE SENSOR EQUIP EQUIPMENT RPM REVOLUTIONS PER MINUTE - FLOW METER VENTURI MANUAL VOLUME DAMPER FOR ROUND BDD BACKDRAFT DAMPER CAI j OUTSIDE AIR INTAKE AND RECTANGULAR DUCT EXH EXHAUST SC SENSIBLE COOLING LPR LOW PRESSURE CONDENSATE RETURN CO! CARBON MONOXIDE SENSOR D CD CEILING DIFFUSER (SUPPLY) OBD OPPOSED BLADE DAMPER � FLOW SWITCH E - �� FLEXIBLE CONNECTION ��_(E) EXISTING SCH SCHEDULE CFM CUBIC FEET PER MINUTE �i OED OPEN END DUCT —HPS I HIGH PRESSURE STEAM ' FA I FIRE ALARM SH I SENSIBLE HEAT -�C VALVE (2" AND SMALLER -BALL VALVE, CO CARBON DIOXIDE SENSOR CV CONSTANT VOLUME RA RETURN AIR LARGER THAN 2"-BUTTERFLY VALVE) FLR FLOOR SPEC SPECIFICATION HPR HIGH PRESSURE CONDENSATE RETURN 02 NITROGEN DIOXIDE SENSOR UC UNDERCUT DOOR RAT RETURN AIR TEMPERATURE 4 MANUAL AIR VENT FP FIRE PROTECTION SQ SQUARE DWDI DOUBLE WIDTH DOUBLE INLET RG RETURN AIR GRILLE OR REGISTER - PC PUMPED STEAM CONDENSATE FPM FEET PER MINUTE SF SQUARE FEET -� PRESSURE REDUCING VALVE j DWSI DOUBLE WIDTH SINGLE INLET SA SUPPLY AIR I I FT FEET SS STAINLESS STEEL DOUBLE LINE PIPE RISE CONTROL DIAGRAM _L EG E N D EA EXHAUST AIR SAT SUPPLY AIR TEMPERATURE FROM UNIT_ PRESSURE SUSTAINING VALVE GA GAUGE STD STANDARD EAT COIL ENTERING AIR OR EXHAUST AIR TEMP. SP STATIC PRESSURE _0 SINGLE LINE PIPE RISE T GAL GALLONS TEFC TOTALLY ENCLOSED FAN COOLED MOTORIZED DAMPER - FIRE/ SMOKE HHL HIGH LIMIT HUMIDITY SWITCH _� DAMPER, 2 POSITION, SPRING CLOSED EG EXHAUST AIR GRILLE SS STAINLESS STEEL _ PRESSURE GAUGE ! 1 7 FSD j i GPH GALLONS PER HOUR i TEMP I TEMPERATURE DOUBLE LINE PIPE DROP i TLL LOW LIMIT THERMOSTAT - SWITCH ER EXHAUST AIR REGISTER SWDI SINGLE WIDTH DOUBLE INLET PRESSURE GAUGE W/ COIL SIPHON ! GPM GALLONS PER MINUTE TON TONS OF REFRIGERATION 3-WAY CONTROL VALVE ESP EXTERNAL STATIC PRESSURE SWSI SINGLE WIDTH SINGLE INLET SINGLE LINE PIPE DROP GYP GYPSUM BOARD V VENT PUMP (TRIANGLE INDICATES FLOW ITHL HIGH LIMIT THERMOSTAT- SWITCH F&B FACE AND BYPASS TG TRANSFER AIR GRILLE DIRECTION) HP HORSEPOWER VAV VARIABLE AIR VOLUME PIPE TEE OFF THE TOP FC FOWARD CURVE OR FLEXIBLE CONNECTION TSP TOTAL STATIC PRESSURE v� QUICK CLOSING VALVE, FUSIBLE LINK 2-WAY CONTROL VALVE SP DIFFERENTIAL STATIC PRESSURE SENSOR HR HOUR ! VEL VELOCITY PIPE TEE OFF THE BOTTOM HZ HERTZ VFD VARIABLE FREQUENCY DRIVE FA FREE AREA VAV VARIABLE AIR VOLUME - DP ! DIFFERENTIAL PRESSURE SENSOR QUICK OPENING VALVE FPI FINS PER INCH WMS WIRE MESH SCREEN BUTTERFLY CONTROL VALVE (ANALOG) ID INSIDE DIAMETER VTR VENT THROUGH ROOF PIPE TEE OFF THE SIDE !� HEPA HIGH EFFICIENCY PARTICULATE AIR FILTER SAFETY RELIEF VALVE DPS! DIFFERENTIAL PRESSURE SWITCH IN INCHES W WIDTH - BLIND FLANGE Q 2 2 POSITION ACTUATOR S STATIC PRESSURE -HIGH LIMIT SWITCH KW KILOWATT W/ 1 WITH SOLENOID VALVE LB POUND W/0 WITHOUT ! END CAP M MODULATING ACTUATOR SLL STATIC PRESSURE -LOW LIMIT SWITCH LF LINEAR FEET WB WET BULB TEMPERATURE DEMOLITION STRAINER W/ BLOWDOWN VALVE. HOSE - - — r PIPE BREAK BIBB, &CAP FOR 314". (USE GATE VALVE 2SC1 2 POSITION SPRING CLOSED LVG LEAVING WG WATER GAUGE < > CAP EXISTING FOR STEAM) FM FLOW METER C � / DEMOLITION PIPING I MAX MAXIMUM XFMR TRANSFORMER DIRT LEG (MINIMUM 6") STEAM TRAP 122S0 2 POSITION SPRING OPEN CT CURRENT TRANSDUCER SENSOR < X > EXISTING TO REMAIN? DEMOLITION EQUIPMENT OR DUCT CO (ANALOG) MBH THOUSAND BRITISH THERMAL UNITS PER CLEAN OUT n THERMOSTATIC AIR VENT STEAM ONLY C MODULATING - SPRING CLOSED HOUR /'-� ( ) j CTS CURRENT TRANSDUCER SWITCH MCA MINIMUM CIRCUIT AMPS < R > EXISTING TO BE REMOVED iT7 DEMOLITION DUCT _ l DIRECTION OF FLOW THERMOMETER MS MODULATING -SPRING OPEN RELAY C� SUPPLY DIFFUSER DEMOLITION < RL > EXISTING TO BE RELOCATED - - - - _ j -�D REDUCER - CONCENTRIC T PETE'S PLUG (TEST WELL) EF FLOATING - 24VAC ;� RELAY CONTACTOR - OPEN WITH NO �\ _F CONTROL POWER APPLICABLE CODES, GUIDELINES < NL > EXISTING -NEW LOCATION ' � � '' i RETURN REGISTER/GRILLE DEMOLITION ! REDUCER - ECCENTRIC T ROOM TEMPERATURE SENSOR RELAY CONTACTOR - CLOSED WITH NO - J UNION ` J EXHAUST REGISTER/GRILLE DEMOLITION - ! CONTROL POWER AND STANDARDS _ - ._ I FLEXIBLE CONNECTION H; ROOM HUMIDITY SENSOR VI VACUUM BREAKER TRANSFORMER - THE FLORIDA BUILDING CODE - 7TH EDITION (2020), BUILDING PIPE ANCHOR j THE FLORIDA BUILDING CODE - 7TH EDITION (2020), EXISTING �T ! ROOM THERMOSTATI FUSE j THE FLORIDA BUILDING CODE - 7TH EDITION (2020), MECHANICAL THE FLORIDA BUILDING CODE - 7TH EDITION (2020), ENERGY CONSERVATION - - PIPE GUIDE C E PIPE TEMPERATURE SENSOR TWISTED PAIR MULTI -SIGNAL CONTROL THE FLORIDA BUILDING CODE - 7TH EDITION (2020), ACCESSIBILITY WIRING THE FLORIDA FIRE PREVENTION CODE - 7TH EDITION (2020) -� EJ -- EXPANSION JOINT ---LT FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND OUTPATIENT FACILITIES - 2018 EDITION DUCT TEMPERATURE SENSOR DUCT MOUNTED SMOKE DETECTOR ---- --- - y1 - (S) SUPPLY DUCT MOUNTED P NATIONAL FIRE PROTECTION ASSOCIATION j T SERPENTINE TEMPERATURE SENSOR (R) RETURN DUCT MOUNTED (1) IONIZATION (P) PHOTOELECTRIC NFPA 9OA-2018 EDITION, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS MECHANICAL COLOR LEGEND c NFPA 90B-2018 EDITION, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS H DUCT HUMIDITY SENSOR HORN NFPA 99-2018 EDITION, HEALTH CARE FACILITIES CODE NFPA 101-2018 EDITION, THE LIFE SAFETY CODE (FLORIDA-SPECIFIC EDITION) COLOR DUCT SYSTEM DESCRIPTION COLOR PIPING SYSTEM DESCRIPTION ! STROBE INDUSTRY STANDARDS AND TESTING COMPANIES SUPPLY AIR- CHILLED WATER SUPPLY --�-- -- UNITED STATES PHARMOCOPEIAL CONVENTION (USP) r UNDERWRITERS LABORATORIES INC. (UL) RETURN AIR/TRANSFER AIR �- CHILLED WATER RETURN I TAGS AND CALL OUT SYMBOLS I I AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) AIR-CONDITIONING, HEATING, AND REFRIGERATION INSTITUTE (AHRI) 7 7 EXHAUST AIR HEATING HOT WATER SUPPLY-- AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) \ EQUIPMENT REQUIRING ELECTRICAL i" # REVISION CALLOUT SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA) /EQUIP �, \ SERVICE. REFER TO SCHEDULES FOR NOTE: THIS LIST IS NOT COMPREHENSIVE. THE CODES, GUIDELINES, AND STANDARDS NOT REFERENCED HERE MAY BE OUTSIDE AIR ��� HEATING HOT WATER RETURN #._ PERFORMANCE REQUIREMENTS. <,�, KEYNOTE CALLOUT APPLICABLE TO THIS PROJECT. EQUIPMENT NOT REQUIRING ELECTRICAL POINT OF CONNECTION MAKEUP AIR CONDENSER WATER SUPPLY EQUIP SERVICE. REFER TO SCHEDULES FOR B i �_-� PERFORMANCE REQUIREMENTS. POINT OF DEMARCATION CONDENSER WATER RETURN SECTION CALLOUT I I I CONDENSATE DRAIN 1 SECTION DESIGNATION \X� SHEET NUMBER ?� FUEL OIL SUPPLY DETAIL CALLOUT A " DETAIL DESIGNATION FUEL OIL RETURN SHEET NUMBER I U a Cn C a N L O A 0 (V N M U d 06 U C n. a� N �I < M O 6n O � N 0 N O N CO CO a 1 2 3 4 5 6 E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA �� www.exp.com y Project* #22016657 ex Cert of Auth: 29701 PROJECT FOR D ADVENTHEALTH - ZEPHYRH I LLS m PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: N/A MARK DATE DESCRIPTION mvictoI Numo K canuuu4c ORIGINAL ISSUE 08126/22 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A I - STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER�CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY SB P. A STATE OFAl = \ p, 1.. 111111111111I1F mm MECHANICAL LEGENDS AND A NOTES -e SCALE, 12" =1'-0" I M=001 Project Status I I I 11 II 1 1 1 I 1 1'1__11 _Jl ilp11wo"1111VI "I •_ I II 14 C X A 2 GENERAL NOTES - NEW: 1 NECK SIZES OF NEW GRILLES AND ASSOCIATED RUNOUT DUCTS TO EQUAL OR EXCEED FREE AREA OF EXISTING SUPPLY AIR, RETURN AIR, OR EXHAUST AIR DEVICE NECK SIZES. COORDINATE WITH EXISTING DUCT SIZES FOR NEW RUNOUT DUCTS, EITHER ROUND OR RECTANGULAR AS NEEDED, TO MEET EXISTING CONDITIONS. 2 PER DEMOLITIONS PLANS, REBALANCE AIR FLOWS TO EXISTING TAB VALUES T I T 3 THE CONTRACTOR WILL PROVIDE, AND HAVE IN HAND AT THE FINAL AHCA SURVEY, A TEST REPORT LOG LISTING THE SIZE AND LOCATION OF EACH DAMPER AND THE TEST DATE AND PERSON'S INITIAL FOR THE EXISTING FIRE/SMOKE DAMPERS IN THE AIRFLOW PATH FROM PROJECT AREA TO AIR HANDLING UNIT, AS REQUIRED BY NFPA 90A 7.1.2. LOG SHALL INCLUDE: 3A CERTIFICATION BY FEEL OF FULL, FREE AND COMPLETE CLOSURE AND SEALING OF THE FIRE/SMOKE DAMPER UPON SIMULATED ACTUATION OF ITS THERMAL DEVICE. 3B CERTIFICATION BY FEEL OF FULL, FREE AND COMPLETE CLOSURE AND SEALING OF THE FIRE/SMOKE DAMPER UPON ACTUAL FIRE ALARM SYSTEM ACTUATION. GENERAL NOTES - DEMO: KEY NOTES 1 THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A 002 PROPOSED LOCATION OF ROOM PRESSURE MONITOR PER FACILITY ICRA, TYPICAL FOR EACH GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT ROOM. AREA. EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC. LOCATED ON 003 PROPOSED LOCATION OF TEMPORARY NEGATIVE AIR MACHINE WITH HEPA FILTRATION TO DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD MAINTAIN NEGATIVE PRESSURE AT CONSTRUCTION ZONE. FAN CRITERIA: TEMPORARY OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT NEGATIVE AIR EXHAUST MACHINE WITH MERV 17 HEPA FILTERS AND CARBON FILTERS IF EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND REQUIRED BY ICRA. UNIT SHALL BE EQUAL TO HEPA-AIRE PAS1200HC (VARIABLE SPEED -150 LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK CFM TO 1000 CFM). PROVIDE ADDITIONAL FANS AS REQUIRED TO MAINTAIN ADEQUATE SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND NEGATIVE PRESSURE. PROVIDE TEMPORARY EXHAUST CONNECTION TO DISCHARGE AIR ENGINEER PRIOR TO BEGINNING DEMOLITION. FROM HEPA UNIT TO OUTSIDE OR ADJACENT CORRIDOR AS SHOWN PER FACILITY ICRA. 2 ALL MECHANICAL SYSTEMS SERVING OTHER SPACES OR FLOORS THAT RUN 004 PROPOSED LOCATIONS OF PHASED TEMPORARY CONSTRUCTION BARRIERS TO ISOLATED THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION SO RENOVATION WORK FROM CONSTRUCTION ZONES. FIRE RATED AS PER ARCHITECTURAL AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES. DEMOLITION PLAN. 3 CONTRACTOR SHALL PROVIDE MECHANICAL WORK FOR PHASING AS REQUIRED 005 CLEAN EXISTING DUCT SYSTEM INDICATED AND ASSOCIATED FANS. OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN, TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. 4 PER FACILITIES ICRA, CONTRACTOR SHALL PROVIDE TEMPORARY HEPA FILTERED NEGATIVE AIR MACHINE POWERED FROM CRITICAL POWER TO EXHAUST CONSTRUCTION ZONE TO THE OUTSIDE. PROVIDE ADDITIONAL EXHAUST FANS AS REQUIRED TO MAINTAIN ADEQUATE NEGATIVE PRESSURE INSIDE RENOVATION SPACES. FAN SHALL OPERATE DURING RENOVATION WORK TO PROVIDE A NEGATIVE PRESSURE IN THE CONSTRUCTION ZONES WITH RESPECT TO THE OCCUPIED ADJACENT SPACES DURING RENOVATION. FAN SHALL OPERATE CONTINUOUSLY DURING THE CONSTRUCTION PERIOD UNTIL CONSTRUCTION PROCEDURES WHICH GENERATE DUST AND FUMES ARE COMPLETED: WALLS PAINTED AND FLOOR INSTALLED. ADJUST EXHAUST AIR FLOW RATE TO MAINTAIN THE CONSTRUCTION ZONE AT AN ADEQUATE NEGATIVE PRESSURE TO CONTAIN ALL CONSTRUCTION DUST AND FUMES. COORDINATE EXHAUST AIR FLOW RATE WITH THE TEMPORARY PARTITION FOR DEMOLITION WORK; NOTE THAT TIGHTER TEMPORARY PARTITION CONSTRUCTION REDUCES THE REQUIRED EXHAUST AIR FLOW 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. 6 CAP SUPPLY AND RETURN AIR DUCTS TO CONSTRUCTION ZONE TO PREVENT RETURN FROM THE CONSTRUCTION ZONE. MINIMIZE SUPPLY AIR PROVIDED TO CONSTRUCTION ZONE. 7 ALL WORK SHALL BE SCHEDULED AND COORDINATED JOINTLY WITH OWNER. A DETAILED JOB TIMELINE SHALL BE ESTABLISHED AND SUBMITTED FOR REVIEW AND APPROVAL. 8 REFER TO ARCHITECTURAL FOR ADDITION DEMOLITION REQUIREMENTS. 9 COORDINATE PHASING AND PRESSURE CONTAINMENT REQUIREMENTS WITH ARCHITECTS PHASING PLANS(S), SPECIFICATIONS AND PRESSURE CONTAINMENT DETAIL. 10 WORK IN CORRIDORS, WORK ASSOCIATED WITH REPLACING THE EXHAUST SYSTEM AND WORK IN EXISTING SPACES WILL REQUIRE COMPLETION AFTER HOURS, UNLESS NOTED OTHERWISE. UTILIZE PORTABLE CONSTRUCTION CONFINEMENT UNITS PER FACILITY'S ICRA. 11 PRE -DESIGN AIR FLOWS INDICATED ON THE DEMOLITION PLAN WERE PROVIDED BY OWNER'S TAB AGENT DOCUMENTING EXISTING CONDITIONS. UPON REPLACEMENT OF SUPPLY, RETURN, AND EXHAUST GRILLES, REBALANCE FLOWS TO PRE -DESIGN AIR FLOWS, EXCEPT WHERE AIR BALANCE REVISIONS ARE REQUIRED TO MEET AIR CHANGES AS INDICATED ON NEW WORK PLANS. 3 4 5 <X> R-1 -� 50 <X>10"x4" ., <X>20"xl2" <X>26"x14" <X>26"xl4" "x4 <X>8"x6^ <X>10 " PHASE 1 <X>12"x6" <X,$"x6" <X>8"x6" m p j <XPHASE 2 <X>34"x16" 2 <X>28"x16" <X>14"x10 N R-1 - <X> <X>18"x6" II < a < n - +�d., 307 S-1 " <X>8"x4" R-1 x <X>l0"x6" <X>26"xl4�X>20"x10 5 <X>12 x10 50 <X> 0 -- R-1 R-1 r > N R-1 <X> <X> <X> S-1 - y 43 59 X 117 331 60 R-1 R-1 E-1 v <X>12"x10" E-1 E-1 119 RHC <X>6"x8" E-1 54 n <X> 66 163 <X>14"x8" 669 1 S_1 91 S-1 60 x - ® <X> 284 <X> I ® EF-14 ON ROOF 115 <X> - S-1 <X>FD i < > " " I X>6"x8' S-1 <X>10"x4" 92 �;, - RHC - <X>Fp 2 "X"6 x6 RHC <X>22 x12" 12"x8" <X>8"x8 264 S-1 <X> _ < > R-1 92 S-1 86 X 8 x6 -89 X>12"x8" R-1 <X>12"x6" < > p S-1 133 _ 272 HC X <X> AHU -1 <X> 122 <X>22"x10" <X>10"Ox6^� - 85 S-1 9 49 ®1 ao ___..... <X>10 A 33 R-1 <X>l0"x«X>l8"x8" X> <X> <X>26"x10" <X>8"x6" o X - -<X>12 x8 65 X u.. A V R-1 <X> . RHC <X>$^x6^ I <X>FD RHC v — - - - - <X>12"x8" 12"x8" 146 <X> <X>6"x4" v - - cfl S 1 " ^ 116 E-1 <X>8"x6" <X>6"x4^ R-1 <X>12"x8 <X>8^x4^ 291 ��<X>12 x8 3 R X 88 6 3 <X> <X>FD = X < > <X> 2 S-1 - <X>6"x4^ <X>l2"x6--)" IL < X 32"x12" E-1 X ;I� h i r <X> <X>6"x6" '" <X>FD = i i RHC S-1 ® <X> X> X RHC X 127 _ S-1 11 E-1 S-1 306 E-1 ", S-1 �.. > < > " " 122 <X>10"x4" 92 v 115 " 30 <X> X F 0 X 8 x4 <X>l2"x8" 71 E-1 <X>12"x8" <X>8"x8" <X> o <X> <X> I <X> R-1 <X> -- <X> " " �7� <X>12 x8 E-1 0 S-1 <X>8"x4" V'� E-1 E-1 N E 1 0 88 75 S-1 X 53 <X> - <X>20"x10" <X>6"x4" _ 113 307 <X>8"; <X> 264 < > S 1 <X> > I I I <X>16"x6" T1 ® N R-1 <X>8"x4" X RHC R-1 <X>10"x6" S-1— - X �� 31 N 04 R-1 X 10 x4 < > 207 � -1 _z— A n 93 146 " " 90 _ <X> _ _ 111 145- <X III V <X> <X>8"x8" <X>10" 6" Wm .. S-1 - - 1 ; <X>16"x6 R 1 S-1 122 R 4C 92 x<X>14"x8" <X>12"x8" <X>18"x10" _ R1 X " °r°<> 66 87 o RHC X X 18 x8 sot- N ! 9 R 1 <X> N 105 '< S 1 <X>14"x8" X 120 HC I I <X> 233 S 1 RHC A 86 S-1 98 R 1 I X <X>10"x6" 275 114 V " <X> - - - RHC RHC 65 N > 770 /l l " <X>12"x8" <X>8 �X> <X> <X>38"x12" <X>48"A4" " ^ " " S-1 <X> 103 <X>36 A4 <X>34 A4 305 E-1 E-1 RHC < > <X>l2"x8" - 51 RHC- <X>8"x4" <X> <X>18"x6" <X>8"x4 I <X>16"x10" 55 <X> _ _ X <X>10"x6" RHC <X> 107 ao � � > E 1 `" <X>12"x8" <X> °r X 106 o S-1 z X o <X>16"x8" 95 X>12"x8" E-1 56 X v n <X> v 86 � <X>10"x6" =°r° RHC n v RHC S-1 � < > 55 1 ,f , ^ v X. >< <X> X ,< X>10"x8" 122 S 1 <X>8"x6 <RHC RHC S-1 v 102 " S-1 <X> 65 99 RHC <X>8"x8" 273 <X>I S 1 113 104 <X> 339 <X> - - S-1 - _ _ < < > 226 <X> <X> 259 -- RHC 97 = R-1 X <X>10"x4" S-1 <X>10"x4" 100 X RHC 155 <X> co R-1 212 <X>28"x10" <X> S-1 7 96 <X> I ��A - <X> � � 240 >� 12"x6" <X>10n6" S-1 - <X>12"x6" zy:,._. <X>12"x6" S-1 90 <X>14"x8" 211 <X>12"x8" 344 S 1� R-1 _ _ <X> 122 104 <X>_ - " " <X> <X> - - - <X> 90 <X>8"x4 z <X>8 x4 E-1 R-1 > E 1 R-1 E-1 <X>g^x4^ n<x> 264 <X> 469 p E-1 55 107 465 S-1 <X>6"x4" <X, E-1 E-1 55 119 E-1: - S-1 60 <X>22"x8" <X>24"x8" 54 �. 90 _ <X>12"x8" 358 R-1 <X>8"x4"Adr- . r 50 <X>14"x8' RHC <X>8"x4 19 <X> 2 MECHANICAL PLAN - NEW WORK 1 /8" = V-0" <X> MECHANICAL PLAN - DEMOLITION 1/8" = V-0" Al 6 WALL RATINGS: 1 HOUR FIRE --*-S—♦S S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -S�♦S—N S- 2 HOUR FIRE/ SMOKE BARRIER —♦ T— 0 T TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER — S 10S-- S- "GRAY" = EXISTING RATING TO REMAIN E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com �y Project* #22016657 ex Cert of Auth: 29701 PROJECT FOR D ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: N/A I I I I r 2 2022-11-02 ADDENDUM 2 - CONTSRUCTION COORD. _ 1 2022-09-08 ADDENDUM #1 IVIHRn UM I C i UCJIiRIr 11UN PROJECT NUMBER 231100046 ORIGINAL ISSUE 08/26/22 PROJECT MANAGER :TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY 1 FM ,�%%II I III//, �N ,t PM.5451$ ' A ; STATE OFof 'ice MECHANICAL PLANS - PCU WING - DEMOLITION & NEW A WORK SCALE As indicated 1 2 3 4 5 PROJECT mmi 01 6 Project Status 2 3 4 5 E C 51 A 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 - - 5 BRANCH DUCT NTS BRANCH CONNECTION, REFER TO DETAIL. PROVIDE VOLUME DAMPER. LOCKING HAND QL EX SU PE AIR BALANCE ADJUSTMENTS. - COORDINATE DIFFUSER MOUNTING TYPE WITH CEILING TYPE 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. iPROVIDE 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). �W RECTANGULAR BRANCH DUCT TAP L OFF OF RECTANGULAR MAIN DUCT EXTERNAL INSULATION ► SUPPLY AIR -4 ( RETURN/EXHAUST AIR SEE NOTE 3 - MAX. 60" THREADED HANGER RO GALVANIZED HANGE UNISTRUT 0 A&i STRAP HANGERS CONTINUOUS 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 HANGER ANGLES ON ALL FOUR SIDES. RODS 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. 3. SUPPORTS SHALL BE SPACED AND SIZED AS PER SMACNA. 4. REFER TO SMACNA FOR SPECIFIC RECOMMENDED HANGER TYPES NOTED ABOVE. 5. IN LIEU OF STRAP AND ROD HANGERS, STEEL CABLE DUCT HANGING SYSTEM I� I MAY BE USED. BAND 4 DUCT HANGER SUPPORT NTS - EXTERNALLY INSULATED SHEET METAL DUCT TO LIMIT LENGTH OF FLEX DUCT. T""" "OTH INNER AND ACKET. PROVIDE RATED STRAPS FOR AIR PLENUM TIONS. CT TO DIFFUSER ZE AS DIFFUSER, OF FLEX DUCT TO BE :CIFICATIONS FOR 1 AND MAXIMUM. WIRE TO URE ABOVE PROVIDE METAL DUCT TRANSITION FOR SQUARE NECK GRILLE AS REQUIRED. CEILING DIFFUSER INSULATE BACK PER SPECIFICATIONS. VI\IEEE vnlvn LI\ NOT TO BE USED FOR PRIMARY BALANCING. TRAPEZE HANGERS s S NOTES: 1. THIS DETAIL ALSO APPLIES TO RETURN. 2. PROVIDE FLEX DUCT WITH AT LEAST ONE 90' RADIUS ELBOW. 3. SEE CEILING DIFFUSER DETAIL - RIGID DUCT FOR LOCATION PROHIBITED FROM USING FLEX DUCT. 4. IF r/D > 1.5 CAN NOT FIT, THEN r/D > 1.0 IS FIRST ALTERNATE AND ALTERNATE 2 IS MITERED WITH TURNING VANES. 5. BRANCHES OFF ROUND OR FLAT OVAL DUCT. USE SADDLE TYPE CONNECTION. 6. PROVIDE CEILING GRID CLIPS AT TWO DIAGONALLY OPPOSITE CORNERS OF GRILLE. 36" DIA. MAX. A SUPPLY DUCT INSULATE AS PER SPECIFICATIONS. -\ AIR DISTRIBUTION SCHEDULE 6 OPPOSED TAG TYPE CFM NECK SIZE FACE SIZE 1 BLADE MATERIAL FINISH MANUFACTURER/ MODEL IMAGE ACCESSORIES I LENGTH DAMPER DESCRIPTION CONFIGURATION (Y/N) 0-90 6x6 / 6" o 12x12 91-200 9x9 / 8" o 12x12 0-90 6x6 / 6"o 24x24 91-200 9x9 / 8" m 2424 CEILING DIFFUSER S-1 SUPPLY Y ALUMINUM WHITE TITUS TDC-AA 201-300 12x12/10"e 2424 SQUARE LOUVERED 301-450 15xl51 12"o' 2424 FACE "FLUSH FACE" 451-600 18x18 / 14"0 2424 601-700 18xl8 / 16" o 2424 SUPPLY REGISTER SIDEWALL DOUBLE DEFLECTION S-2 SUPPLY ON PLANS ON PLANS ON PLANS Y ALUMINUM WHITE TITUS 300FL 3/4" BLADE SPACING BLADES PARALLEL TO LONG DIMENSION 0-90 6"e 12x12 0-90 6"o 2424 91-200 To 2424 RETURN / 201-300 I O 24x24 RETURN OR EXHAUST R-1 / E-1 301-450 12"o 2424 N ALUMINUM WHITE TITUS PAR -AA GRILLE EXHAUST 451-600 14" 0 2424 PERFORATED FACE 601-750 16"0 2424 751-1150 18x18 2424 1151-1600 22x22 2424 RETURN OR EXHAUST REGISTER RETURN / 35 DEG. FIXED R-2 / E-2 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. PROVIDE 2424 MODULE FOR STANDARD LAY -IN CEILINGS. PROVIDE 12x12 MODULE FOR SMALL ROOMS WHERE 2424 GRID LOCATIONS ARE NOT AVAILABLE. 3. INCREASE NECK SIZE 2" FOR 2 AND 3 WAY BLOW APPLICATIONS, 4. DIFFUSER AND REGISTER COLOR AND FINISH SHALL BE SELECTED BY THE ARCHITECT. WHITE LISTED AS STANDARD. 5. PROVIDE SQUARE TO ROUND TRANSITION FOR RETURN, EXHAUST AND TRANSFER GRILLES WHERE THEY ARE CONNECTED WITH FLEXIBLE DUCTWORK, 6. PROVIDE SECTIONING BAFFLES FOR 1,2, AND 3 WAY BLOW APPLICATIONS. 7. FOR CEILING MOUNTED RETURN/EXHAUST GRILLES, PROVIDE MINIMUM 3" PLENUM BEHIND GRILLE. 8. FOR LINEAR DIFFUSERS, PROVIDE MFR.'S INSULATED PLENUM. 9. T-1 TRANSFER GRILLES OPEN TO CEILING PLENUM SHALL BE PROVIDED WITH 22"x22" NECK. OTHER SIZES INDICATED ARE FOR DUCTED APPLICATIONS. 10. FOR FIRE RATED CEILING, PROVIDE DIFFUSER WITH MANUFACTURER'S FIRE RATED OPTION. BRANCH CONNECTION, REFER TO DETAIL. PROVIDE VOLUME DAMPER, LOCKING HAND QUADRANT, & STANDOFF HANDLE FOR EXTERNALLY INSULATED DUCTS. HANGER (TYP.) TRANSITION (IF REQ'D.) r/D > 1.5 BRANCH DAMPER FOR COORDINATE DIFFUSER MOUNTING AIR BALANCE ADJUSTMENTS. TYPE WITH CEILING TYPE. - 2 CEILING DIFFUSER- RIGID DUCT NTS NOTES: 1. THIS DETAIL ALSO APPLIES TO RETURN & EXHAUST. EXTERNALLY INSULATED ROUND 2. VISIBLE INSIDES OF DUCT SHALL BE PAINTED FLAT BLACK. SHEET METAL DUCT TO DIFFUSER SAME SIZE AS DIFFUSER NECK 3. FOR BRANCHES OFF ROUND OF FLAT DUCT. USE SADDLE TYPE 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. - TEMPORARY PARTITION OR EXISTING WALL i 24X24 LAY -IN VESTIBULE PER DIFFUSER FACILITY ICRA CONSTRUCTION ZONE OCCUPIED AREAS DPS _ +1 ? -0.01" TO -0.03" 4mm TRANSFER AIR BACK TO PORTABLE AIR SCRUBBER /- WITH HEPA FILTRATION - CONSTRUCTION ZONE DIFFERENTIAL PRESSURE INDICATOR "BALL IN THE WALL" PER FACILITY ICRA '-TEMPORARY PARTITION OR EXISTING WALL COMPLY WITH FACILITY'S ICRA WHICH INCLUDES THE FOLLOWING REQUIREMENTS: 1. DPS - MAINTAIN CONSTRUCTION ZONE AT NEGATIVE PRESSURE TO OCCUPIED AREA OF 0.03" WG PER FACILITY ICRA. PROVIDE DIFFERENTIAL PRESSURE MONITOR/RECORDER 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. INSURE CONSTRUCTION ZONE IS ISOLATED FROM OCCUPIED AREA WITH TEMPORARY PARTITIONS. BELOW AND ABOVE THE CEILING. 5. EXISTING DOORS/PARTITIONS CAN BE UTILIZED AS PART OF THE CONSTRUCTION ZONE CONTAINMENT SYSTEM. C chapuis design group arch itectu re. pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA fi www.exp.com • j �> Project #: #22016657 • Cert of Auth: 29701 • PROJECT FOR ADVENTHEALTH - ZEPHYRH I LLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: N/A 1 T2022-09-08 - - ADDENDUM #1 - - ORIGINAL ISSUE 08/26/22 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY SB R Pp STATE ,// � � i�t11 R MECHANICAL DETAILS AND A SCHEDULES SCALE 12" = V-0" )Cn � 3 CEILING DIFFUSER - FLEXIBLE DUCT POLY TYPE LINING CONSTRUCTION CONFINEMENT SYSTEM i NTS - - - - - - - - NTS - - - - - - N O ) N a 1 2 3 4 5 M=501 Project Status E 111 A B A 1 2 3 APPLICABLE CODES, GUIDELINES AND STANDARDS THE FLORIDA BUILDING CODE - 7TH EDITION (2020), BUILDING THE FLORIDA BUILDING CODE - 7TH EDITION (2020), EXISTING THE FLORIDA BUILDING CODE - 7TH EDITION (2020), MECHANICAL THE FLORIDA BUILDING CODE - 7TH EDITION (2020), PLUMBING THE FLORIDA BUILDING CODE - 7TH EDITION (2020), ENERGY CONSERVATION THE FLORIDA BUILDING CODE - 7TH EDITION (2020), ACCESSIBILITY THE FLORIDA FIRE PREVENTION CODE - 7TH EDITION (2020) FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS, 2018 NATIONAL FIRE PROTECTION ASSOCIATION NFPA 101-2018 EDITIONS, THE LIFE SAFETY CODE (FLORIDA-SPECIFIC EDITION) INDUSTRY STANDARDS AND TESTING COMPANIES UNDERWRITERS LABORATORIES (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 NOT BE APPLICABLE TO THIS PROJECT. A@.' 11__i.a ,_JI -- -- --1- --1-- I- - =I�_ _ _ I -- 4 - I�- -- -1 1L'��III n �1 ' -- 4 5 PLUMBING ABBREVIATIONS A/C ABOVE CEILING HVAC FEATING, VENTILATION, & AIR CONDITIONING AAV AIR ADMITTANCE VALVE IE INVERT ELEVATION ACFM ACTUAL CUBIC FEET PER MINUTE ID INSIDE DIAMETER ADA AMERICANS WITH DISABILITIES ACT INV INVERT AFF ABOVE FINISHED FLOOR IN. HG INCHES MERCURY AFG ABOVE FINISHED GRADE IN. W.C. INCHES WATER COLUMN ANSI AMERICAN NATIONAL STANDARD INSTITUTE IVTR INDUSTRIAL VENT THROUGH ROOF AP ACCESS PANEL KW KILOWATT ARCH ARCHITECT OR ARCHITECTURAL LB POUND ASTM AMERICAN SOCIETY OF TESTING MATERIALS LWVTR LABORATORY WASTE VENT THROUGH ROOF BFF BELOW FINISHED FLOOR MAX MAXIMUM BFV BUTTERFLY VALVE MBH THOUSAND BTU PER HOUR BHP BRAKE HORSEPOWER MECH MECHANICAL B/F BELOW FLOOR MFR MANUFACTURER B/G BELOW GRADE MIN MINIMUM B/S BELOW SLAB NAVD NORTH AMERICAN VERTICAL DATUM BTU BRITISH THERMAL UNITS NC NORMALLY CLOSED BTUH BRITISH THERMAL UNITS PER HOUR NIC NOT IN CONTRACT BV BALL VALVE NO NORMALLY OPEN °C DEGREES CELSIUS NPSH NET POSITIVE SUCTION HEAD CFH CUBIC FEET PER HOUR NTS NOT TO SCALE CFM CUBIC FEET PER MINUTE OD OUTSIDE DIAMETER CONN CONNECT OR CONNECTION OFCI OWNER FURNISHED CONTRACTOR INSTALLED CONT CONTINUATION PLBG PLUMBING CONTR CONTRACTOR PSI POUNDS PER SQUARE INCH DEG DEGREE POC POINT OF CONNECTION DFU DRAINAGE FIXTURE UNITS PRV PRESSURE REDUCING VALVE DN DOWN PV PRESSURE RELIEF VALVE DWG DRAWING PVC POLYVINYL CHLORIDE ECO EXTERIOR CLEAN OUT QTY QUANTITY RPZ REDUCED PRESSURE ZONE BACKFLOW EFF EFFICIENCY PREVENTER ELEC ELECTRICAL RM ROOM ELEV ELEVATION RPM REVOLUTIONS PER MINUTE EQUIP EQUIPMENT SCFM STANDARD CUBIC FEET PER MINUTE OF DEGREES FAHRENHEIT SF SQUARE FEET FCO FLOOR CLEAN OUT SHT SHEET FFE FINISH FLOOR ELEVATION SOV SHUT OFF VALVE FLR FLOOR SPEC SPECIFICATION FT FEET SS STAINLESS STEEL FU FIXTURE UNITS TEMP TEMPERATURE GAL GALLONS TYP TYPICAL GALV GALVANIZED T&P TEMPERATURE AND PRESSURE RELIEF VALVE GLV GLOBE VALVE UNO UNLESS NOTED OTHERWISE GPF GALLONS PER FLUSH UV ULTRA VIOLET GPH GALLONS PER HOUR VFD VARIABLE FREQUENCY DRIVE GPM GALLONS PER MINUTE VTR VENT THROUGH ROOF GV GATE VALVE V/PH/HZ VOLTS/PHASE/HERTZ HD HEAD W/ WITH HP HORSEPOWER WCO WALL CLEAN OUT HR HOUR WHA WATER HAMMER ARRESTOR TAGS AND CALL OUT SYMBOLS QUIP EQUIPMENT REQUIRING ELECTRICAL Ao REVISION CALLOUT # SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. 0 KEYNOTE CALLOUT EQUIP EQUIPMENT NOT REQUIRING ELECTRICAL POINT OF CONNECTION SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. e POINT OF DEMARCATION SECTION CALLOUT HEAT TRACE CIRCUIT START AND END X SECTION DESIGNATION a HEAT TRACE CIRCUIT NUMBER XXX SHEET NUMBER DETAIL CALLOUT A DETAIL DESIGNATION P3.1 SHEET NUMBER PLUMBING HEALTHCARE PIPING LEGEND ----0O2- CARBON DIOXIDE MV MEDICAL VACUUM IA - INSTRUMENT AIR N2 NITROGEN —LN2— LIQUID NITROGEN N20 NITROUS OXIDE L02— LIQUID OXYGEN 02 OXYGEN -- MA -'- MEDICAL AIR - WAGD- - WASTE ANESTHETIC GAS DISPOSAL I.] PLUMBING SYMBOL LEGEND C PIPING TURN DOWN OR DROP +I- WALL HYDRANT O PIPING TURN UP OR RISE 1 1 UNION PIPING TEE DOWN OR DROP 1� PETE'S PLUG Fs 0 PIPING TEE UP OR RISE FLOW SWITCH OC P-TRAP PRESSURE SWITCH --0�- GATE VALVE AUTOMATIC AIR VENT �.F CHECK VALVE- EXPANSION JOINT 10 1 BALL VALVE PUMP MIXING VALVE —(jY METER �XF BUTTERFLY VALVE PRESSURE GAUGE WITH GAUGE COCK _ 460—AC �.=.r GLOBE VALVE VALVE ON PIPING RISE OR DROP — PRESSURE REDUCING VALVE <� AQUASTAT - PLUG VALVE TRAP PRIMER --- BACKFLOW PREVENTER r THERMOMETER ♦ BALANCING VALVE WATER HAMMER ARRESTOR TEMP. & PRESSURE RELIEF VALVE PRESSURE RELIEF VALVE VACUUM RELIEF VALVE MOTORIZED SHUT-OFF VALVE DIRECTION OF FLOW SLOPE & DIRECTION OF FALL REDUCER OR INCREASER DIAMETER No- �� 0 — SOLENOID VALVE llp� DRAIN RECEPTOR STRAINER @ FLOOR DRAIN u FLOOR CLEAN OUT 11111AREA DRAIN WALL CLEAN OUT ® FLOOR SINK �— �— EXTERIOR CLEAN OUT OO ROOF DRAIN C CAPPED PIPE / CLEAN OUT O SECONDARY ROOF DRAIN CONTINUATION (E) EXISTING FLEXIBLE CONNECTION (PIPE) HOSE BIBB PLUMBING PIPING LEGEND _ Cam....,_ -_ CLEAR WATER WASTE ABOVE FLOOR OR INDUSTRIAL WASTE BELOW FLOOR OR GROUND IW _-_ _ GROUND - - - CWW CLEAR WATER WASTE BELOW FLOOR OR KW KITCHEN WASTE ABOVE FLOOR/GROUND GROUND - CWV - - CLEAR WATER WASTE VENT k-W - - KITCHEN WASTE BELOW FLOOR/GROUND CW COLD WATER -LPG--- -. LIQUID PETROLEUM GAS - LOW PRESSURE — CWHP— COLD WATER HIGH PRESSURE G NATURAL GAS -LOW PRESSURE COMBINED STORM DRAIN ABOVE FLOOR HG GAS - HIGH PRESSURE CSD_.__ OR GROUND -------MG-------- GAS - MEDIUM PRESSURE COMBINED STORM DRAIN BELOW FLOOR - CSD OR GROUND PD-- PUMP DISHARGE CA COMPRESSED AIR . . -RW -- -_- RECLAIMED WATER —— -CAI COMPRESSED AIR INTAKE RO REVERSE OSMOSIS WATER ------DI------- DEIONIZED WATER SUPPLY - -ROR- -- REVERSE OSMOSIS WATER RETURN -------DIR--- DEIONIZED WATER RETURN S SANITARY SEWER ABOVE FLOOR/GROUND FOR mm FUEL OIL RETURN - - -g- - - SANITARY SEWER BELOW FLOOR/GROUND FO---- FUEL OIL SUPPLY --- V-- - SANITARY SEWER VENT —GW GRAY WATER ABOVE FLOOR OR GROUND SSD---- SECONDARY STORM DRAIN ABOVE FLOOR OR GROUND - --- �W- - GRAY WATER BELOW FLOOR OR GROUND - - SECONDARY STORM DRAIN BELOW - -SSD- - FLOOR OR GROUND HW HOT WATER ----SCW---- SOFT COLD WATER —HW140— HOT WATER (140°F) -----SHW----- SOFT HOT WATER _- - - - -- -----HWR140- HOT WATER RETURN (140°F) - -SHWR----- - SOFT HOT WATER RETURN SD STORM DRAIN ABOVE FLOOR/GROUND —HW160— HOT WATER (160°F) - — SD — - STORM DRAIN BELOW FLOOR/GROUND _ -- HWR160-- HOT WATER RETURN (160°F) --SUB— -- SUBSURFACE STORM DRAIN ----HWR-- � HOT WATER RETURN - TP TRAP PRIMER 1CW - - INDUSTRIAL NONPOTABLE COLD WATER ---TW TEMPERED WATER IHW---- INDUSTRIAL NONPOTABLE HOT WATER TWR - - TEMPERED WATER RETURN IHWR INDUSTRIAL NONPOTABLE HOT WATER RETURN ------VAC--- VACUUM ISCW INDUSTRIAL NONPOTABLE SOFT COLD WATER --ISHW-- INDUSTRIAL NONPOTABLE SOFT HOT VEX VACUUM EXHAUST WATER -ISHWR- - INDUSTRIAL NONPOTABLE SOFT HOT WO— WASTE OIL WATER RETURN WOV ���-' WASTE OIL VENT — -IV- -- INDUSTRIAL VENT INDUSTRIAL WASTE ABOVE FLOOR OR DEMOLITION PIPING �� IW GROUND j'/ DEMOLITION EQUIPMENT E chapuis design group arch itecture. pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA �0�: www.exp.com es�a Project* #22016657 ex Cert of Auth: 29701 PROJECT FOR D ADVE NTH EALTH - ZEPHYRHILLS B A PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: N/A i I _ ; I I 1 2022-11-02 ADDENDUM 2 - CONSTRUCTION COORD. MARK DATE DESCRIPTION PROJECT NUMBER 23/100046 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY TRF ��� �N` C E P'li��% * Np, 54 jPZti *_ ,c TATS OF F !/l1111111 PLUMBING LEGENDS AND NOTES SCALE 1 2 'Cl EI 5 6 PROJECT NORTH P=001 Project Status KEY NOTES 007 CONTRACTOR SHALL REMOVE AND DISCARD EXISTING FIXTURE. PIPING SHALL BE CAPPED PRIOR TO INSTALLATION OF NEW FIXTURE. Al E GENERAL NOTES: 1 REFER TO ARCHITECTURAL DRAWINGS FOR FULL SCOPE AND DESCRIPTIONS< OF ALTERNATES. UNDER THE BASE BID, NO ELECTRICAL WORK WILL BE DONE. C B A 2 3 4 5 6 PLUMBING PLAN - NEW WORK 1/8" =1'-0" h PROJECT NORTH E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA 00 f www.exp.com • ,> `• Project #: #22016657 exp. Cert of Auth: 29701 PROJECT FOR D ADVENTHEALTH - ZEPHYRH I LLS ;2 ,� PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: NIA JI 2 2022-11-02 ADDENDUM 2 CONSTRUCTION COORD. 1 2022-09-08 ADDENDUM #1 MARK DATE DESCRIPTION PROJECT NUMBER 231100046 ORIGINAL ISSUE AUGUST 26. 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY TRF NY...PE!vti _ * No. 54516 p`s• STATE OF ,•'� 1Zlc�� NAIL PLUMBING PLANS - PCU WING - DEMOLITION & NEW WORK SCALE 1/8" = 1'-0" 7 M 7� N N 7 O 7 N 7 � 2 PLUMBING PLAN - DEMOLITION -- 1/8" = 1'-0" 2 3 4 5 r P=1 02 Project Status KEY NOTES 002 REMOVE ALL EXISTING MEDICAL GAS OUTLETS, CAP ALL EXSITING MEDICAL GAS CLOSE TO THE EXISTING MAIN, CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING MEDICAL GAS OUTLETS AND ALL EXISTING PIPING LOCATION PRIOR TO START WORK. INFORM THE ENGINEER OF RECORD OF ANY DIFFERENCES OR DISCREPANCIES. 501 EXISTING ZONE VALVES TO REMAIN. 502 EXISTING MEDICAL GAS ALARM PANEL TO REMAIN. 505 EXISTING PIPING TO REMAIN SERVING EXISTING MEDICAL GAS OUTLETS IN PHASE 2 A E GENERAL NOTES: 1 REFER TO ARCHITECTURAL DRAWINGS FOR FULL SCOPE AND DESCRIPTIONS OF ALTERNATES. UNDER THE BASE BID. NO ELECTRICAL VVORK'v TILL BE DONE. 0 13 2 3 2 MEDICAL GAS PLAN - NEW WORK 1 /8" =1'-0" MEDICAL GAS PLAN -DEMOLITION 2 5 I E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 C G D P A- F L# AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com o Project #: #22016657 ex Cert of Auth: 29701 PROJECT FOR D ADVENTHEALTH - ZE P HYRH I LLS C B A PCU REFRES /2, 7050 Gall Blvd. Zephyrhills, FL 33541 Ad Vreu nt H e a I t h AHCA CLIENT CODE / FILE NUMBER: N/A J 2 2022-11-02 1 2022-09-08 ADDENDUM 2 - CONSTRUCTION COORD. ADDENDUM #1 MARK DATE DESCRIPTION PROJECT NUMBER 231100046 ORIGINAL ISSUE I AUGUST 26. 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A TRF DRAWN BY MEDICAL GAS PLANS - PCU WING - DEMOLITION & NEW WORK SCALE 1 8" = 1'-0" 2 ucra"aIi 3 4 E I. PROJECT NORTH P=1 03 Project Status 1 2 E D C B A i ) 's i ) •I � a �o � N 1 = N O � 1 2 3 4 5 6 � MEDICAL GAS RISER DIAGRAM 1 a MG-1 L1\ 4 5 MG-1 PROJECT NORTH E chapuis design group arch i t e c t u re. pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland. FL 32751 USA t � � www.exp.com • �i Project #: #22016657 Cert of Auth: 29701 exp. PROJECT FOR D ADVENTHEALTH — ZE P HYRH I LLS 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: NIA 2 2022-11-02 ADDENDUM 2 - CONSTRUCTION COORD. 1 2022-09-08 ADDENDUM #1 MARK DATE DESCRIPTION PROJECT NUMBER 23/100046 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER NIA STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A - DRAWN BY I TRF _ _-- A \\���111 54516 y ` Z STATEW OF 5 0 ' FlOR��P' lllllllll� RISER DIAGRAM SCALE P=401 Project Status 1 1_ t i 1 11 - II I ! E IC A 1 2 3 4 5 6 MEDICAL GAS OUTLETS OUTLET QUANTITY UNIT NUMBER TYPE OUTLET NOTES MEDICAL ,MEDICAL NITROUS CARBON VACUUM ARRANGEMENT OXYGEN NITROGEN ! WAGD VACUUM AIR OXIDE DIOXIDE j SLIDE i MG 1 WALL OUTLET 2 2 Z - - - - i ' O V A GENERAL NOTES: A. FACILITY CURRENTLY USES PURITAN-BENNETT OHMEDA STYLE OUTLETS. CONTRACTOR TO CONFIRM WITH FACILITY THAT THIS OUTLET STYLE IS TO BE INSTALLED IN THE NEW SPACES PRIOR TO PURCHASING OUTLES. B, VACUUM SLIDES TO BE HUNG ON UTILITY RAIL. C. REFER TO ARCHITECTURAL DRAWINGS FOR OUTLET MOUNTING HEIGHTS AND LOCATIONS. FIXTURE CONNECTIONS FIXTURE WASTE VENT TRAP COLD HOT NOTES WATER CLOSET (FLUSH VALVE) 4" 2" INTEGRAL 1-1/4" LAVATORY �_ 2" 1 112" 1-1/4" 1/2' 1/2" - SINK SHOWER - 2" 2" 1-1/2" 1-1/2" 1-112" -- 2" 1/2" 1/2" - 1/2" 112" - GENERAL NOTES: A. ALL SIZES INDICATED ARE GENERAL MINIMUM ACCEPTABLE PIPE SIZES TO EACH FIXTURE. ACTUAL CONNECTION SIZES TO EACH FIXTURE MAY REQUIRE A TRANSITION. SEE FLOOR PLANS AND RISERS FOR ADDITIONAL SIZES. MARK MAXIMUM FIXTURE UNITS - MAXIMUM PRESSURE RATING WATER HAMMER ARRESTORS AA A B C D E F I 3 11 32 60 113 154 330 350 PSI MANUFACTURER SIOUX CHIEF MODEL NUMBER _ -_ 660 SERIES'. 650 SERIES GENERAL NOTES: A. THE BASIS OF DESIGN MANUFACTURER DOES NOT REQUIRE AN ACCESS PANEL FOR THE DEVICE. MANUFACTURERS THAT REQUIRE ACCESS PANELS ARE NOT ACCEPTABLE. ACCESS PANELS ARE ONLY TO BE PROVIDED FOR HAMMER ARRESTORS WHEN REQUIRED BY THAT JURISDICTION. B. ALL WATER HAMMER ARRESTORS SHALL MEET ASSE 1010-2004 STANDARDS. C. WATER HAMMER ARRESTORS ARE NOTED ON THE PLANS AND RISERS WITH THE ABBREVIATION 'WHA-X'. 14 chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com fj� • •`•�i Project* #22016657 exp. Cart of Auth: 29701 PROJECT FOR D ADVENTHEALTH - ZEPHYRHILLS A2 0PCU REFRESH3 PROJECT NORTH B A 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: N/A r I I = � 2 , 2022-11-02 ADDENDUM 2 - CONSTRUCTION COORD. 1 2022-09-08 'ADDENDUM #1 MARK DATE DESCRIPTION PROJECT NUMBER 23/100046 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A N/A NIA CIVIL ENGINEER STRUCTURAL ENGINEER MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG N/A EQUIPMENT PLANNER DRAWN BY j TRF C) No. 54516 v -A STATE OF j :.�''.. '�� 12 Fss t OR10�, *-0` �ONIA 11 � PLUMBING SCHEDULES SCALE': P=601 1 2 3 4 5 6 Project Status 3 If If1 III I qP 1141 It w I I I 1 GENERAL NOTES: 1 NOT ALL SYMBOLS ON ELECTRICAL SYMBOLS SHEET ARE USED. 2 ALL MOUNTING HEIGHTS ARE TO THE CENTERLINE OF THE DEVICE BACKBOX UNLESS NOTED OTHERWISE. 3 ALL ELECTRICAL SYSTEMS INSTALLATIONS SHALL COMPLY WITH NFPA 70 (NATIONAL ELECTRICAL CODE) AS WELL AS ALL APPLICABLE STATE AND LOCAL CODES. IN ADDITION, FIRE ALARM SYSTEM INSTALLATIONS SHALL COMPLY WITH NFPA 72 (NATIONAL FIRE ALARM CODE). 4 DIVISION 26 CONTRACTOR IS RESPONSIBLE FOR MAKING EVERY ATTEMPT TO CONCEAL RACEWAY E SYSTEMS WITHIN WALLS OR ABOVE CEILINGS. WHERE RACEWAY SYSTEMS MUST BE INSTALLED WITHIN FRONT OF HOUSE EXPOSED AREAS, CONTRACTOR SHALL INSTALL SYSTEM COMPONENT PER CODE WITH CAREFUL CONSIDERATION FOR THEMING AND EXTREME SENSITIVITY FOR VISIBILITY OF SYSTEM COMPONENTS. CONDUIT SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO STRUCTURE AS BEST FITS ROUTING REQUIREMENTS AND SHALL BE INSTALLED IN A NEAT AND PROFESSIONAL MANNER. REFER TO ARCHITECTS PAINT SPECIFICATION SECTION AND ARCHITECTURAL FINISH SCHEDULES TO DETERMINE PAINT COLOR OF ALL EXPOSED FRONT OF HOUSE RACEWAY SYSTEMS. 5 DIVISION 26 CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO AND DURING INSTALLATION. 6 DIVISION 26 CONTRACTOR SHALL ENSURE THAT ALL CONDUIT ROUTED THROUGH OR NEAR CASEWORK SHALL NOT INTERFERE IN ANY WAY WITH THE INTENDED USE OF OR SERVICING OF EQUIPMENT OR COUNTERS. 7 DIVISION 26 CONTRACTOR SHALL NOT CUT, DRILL, OR IN ANY OTHER MANNER ALTER ANY STRUCTURAL MEMBER WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 8 DIVISION 26 CONTRACTOR SHALL, AFTER EXAMINATION OF ALL PLANS AND SPECIFICATIONS, INCLUDE ALL COSTS NECESSARY FOR ALTERATION OF, MODIFICATION OF, OR ADDITIONS TO THE ELECTRICAL SYSTEMS NECESSARY FOR A COMPLETE AND APPROVED INSTALLATION IN ALL ASPECTS. IT IS THE INTENT THAT ALL COSTS REQUIRED BE INCLUDED IN THE BID OF THIS TRADE. DIVISION 26 CONTRACTOR D SHALL BASE THEIR PROPOSAL AND BID UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND MODEL NUMBERS AS CALLED FOR IN THE SPECIFICATIONS AND SCHEDULED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER OF EQUIPMENT IS SPECIFIED, ANY ONE OF THE MANUFACTURERS OF EQUIPMENT MAY BE USED IN THIS CONTRACTOR'S PROPOSAL. 9 DIVISION 26 CONTRACTOR TO NOTIFY ELECTRICAL ENGINEER, IN WRITING, OF ANY DISCREPANCIES FOUND BETWEEN THE ELECTRICAL PLANS AND OTHER ENGINEERING PLANS, ARCHITECTURAL PLANS, OR EXISTING FIELD CONDITIONS PRIOR TO FINAL BID PRICE OR PERMITTING. 10 IN CASE OF DISPUTE OR DOUBT AS TO INTENT OF DRAWINGS OR SPECIFICATIONS, DIVISION 26 CONTRACTOR SHALL CONTACT ELECTRICAL ENGINEER AND OBTAIN WRITTEN CLARIFICATION PRIOR TO PROCEEDING WITH AND BID OR CONSTRUCTION SCOPE INVOLVED. 11 DIVISION 26 CONTRACTOR IS RESPONSIBLE FOR ORDERING ALL MATERIALS IN SUFFICIENT TIME TC AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DELIVERIES SHALL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 12 ALL ELECTRICAL DEVICES AND COVER PLATES SHALL BE PROVIDED PER THE COLOR SELECTED BY THE ARCHITECT/INTERIOR DESIGNER. THE GC SHALL BE RESPONSIBLE FOR ENSURING THAT THE TELECOMMUNICATION DEVICE COVER PLATES MATCH THE ELECTRICAL COVER PLATES WITHIN THE SAME AREA. 13 DIVISION 26 CONTRACTOR SHALL ASSIST LIGHTING DESIGNER/ARCHITECT/INTERIOR DESIGNER WITH THE PROCESS OF AIMING AND C FOCUSING ALL LUMINAIRES. THIS PROCESS MAY INCLUDE WORKING OFF OF LIFTS AND WORKING DURING NIGHTTIME HOURS. 14 FRONT -OF -HOUSE EMERGENCY LIGHTING MAY NOT BE SHADED TO DESIGNATE EMERGENCY LUMINAIRES. REFER TO CIRCUITING LEGEND FOR INFORMATION REGARDING FRONT -OF -HOUSE LUMINAIRE CIRCUITING FOR LUMINAIRES ON EMERGENCY POWER. 15 CONTRACTOR SHALL BE RESPONSIBLE FOR FIRESTOPPING ALL PENETRATIONS THROUGH FIRE -RESISTANCE -RATED WALLL& HORIZONTAL ASSEMBLIESLAND WEATHERPROOFING ALL PENETRATIONS THROUGH EXTERIOR WALLS OR ROOFS.LFIRESTOP SYSTEMS SHALL BE APPROVED AND UL-LISTED, MEETING THE F RATING & T RATING REQUIREMENTS IN CHAPTER 7 OF THE BUILDING CODE. REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR APPLICABLE FIRESTOP SYSTEMS. A a N CV N O N I ABBREVIATIONS A I AMPERES HP HORSEPOWER AAC ABOVE ACCESSIBLE CEILING HZ HERTZ AC ALTERNATING CURRENT IG ISOLATED GROUND ADA AMERICANS WITH DISABILITIES ACT JB JUNCTION BOX AF AMPERE FRAME KCMIL THOUSAND CIRCULAR MILS AFCI ARC FAULT CIRCUIT INTERRUPTOR KVA j KILOVOLT -AMPERES AFF ABOVE FINISHED FLOOR KVAR KILOVOLT -AMPERES, REACTIVE AFG ABOVE FINISHED GRADE KW KILOWATTS AFU AMPERE FUSE LTG LIGHTING AIC AMPERES INTERRUPTING CAPACITY, MAX MAXIMUM SYMMETRICAL MCB j MAIN CIRCUIT BREAKER AL ALUMINUM MCC MOTOR CONTROL CENTER ARCH ARCHITECT AS AMP SWITCH MECH MECHANICAL AT AMP TRIP MIN MINIMUM ATS AUTOMATIC TRANSFER SWITCH MLO MAIN LUGS ONLY AWG AMERICAN WIRE GAUGE MTS MANUAL TRANSFER SWITCH BFC BELOW FINISHED CEILING ( MVA MEGAVOLT-AMPERES BFG BELOW FINISHED GRADE N NEUTRAL BKBD BACKBOARD NA NOT APPLICABLE BOH BACK OF HOUSE NC NORMALLY CLOSED C CONDUIT NEC NATIONAL ELECTRICAL CODE CAT CATALOG NF NON FUSED CB CIRCUIT BREAKER NO NORMALLY OPEN CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED NTS NOT TO SCALE CKT CIRCUIT OC ON CENTER CLG CEILING OFCI OWNER FURNISHED CONTRACTOR CO CONDUIT ONLY INSTALLED CONT CONTINUATION OF01 OWNER FURNISHED OWNER INSTALLED CU COPPER O,PH PHASE CT CURRENT TRANSFORMER PC PHOTOCELL DELTA FIR PASSIVE INFRARED DIV I DIVISION POC POINT OF CONNECTION DWG DRAWING POS POINT OF SALE EA EACH PLBG PLUMBING EC EMPTY CONDUIT PT POTENTIAL TRANSFORMER ELEC ELECTRICAL PVC POLYVINYL CHLORIDE EM EMERGENCY PWR POWER EMT ELECTRICAL METALLIC TUBING OTY QUANTITY EO ELECTRICALLY OPERATED REC RECESSED EP EXPLOSION PROOF RECPT RECEPTACLE EPO EMERGENCY POWER OFF REF REFRIGERATOR EQUIP EQUIPMENT RGS RIGID GALVANIZED STEEL ERMS ENERGY -REDUCING MAINTENANCE SWITCH SPD SURGE PROTECTIVE DEVICE EWC ELECTRIC WATER COOLER ST SHUNT TRIP EXIST EXISTING SURF SURFACE EXT EXTERIOR SWBD SWITCHBOARD FA FIRE ALARM SWGR SWITCHGEAR FACP FIRE ALARM CONTROL PANEL TBD TO BE DETERMINED FAA FIRE ALARM ANNUNCIATOR TYP TYPICAL FOH FRONT OF HOUSE UG UNDERGROUND FT FEET OR FOOT LINO UNLESS NOTED OTHERWISE FU FUSE V VOLTS G GROUND VFD VARIABLE FREQUENCY DRIVE GEN GENERATOR W WATTS GFCI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHER PROOF GFI GROUND FAULT INTERRUPTER XFMR TRANSFORMER GFP GROUND FAULT PROTECTION j Y WYE HPRS i HORSEPOWER RATED SWITCH HOA HAND OFF AUTOMATIC DEVICE MOUNTING HEIGHT DIAGRAM NOTE MOUNTING HEIGHTS FOR DEVICES UNLESS NOTED OTHERWISE 46" MAX 4" 44" MAX 4" - BACKSPLASH� -J VARIES SEE 48" �I ID/ARCH 18" LJ 18" J FLOOR RECEPTACLE COMMUNICATION ABOVE RECEPTACLE TV OUTLET WALL SWITCH, LOW VOLTAGE & TV COUNTER ABOVE WALL (RECESSED) SWITCH, WALL SWITCH RECEPTACLE OR SINK OCCUPANCY SENSOR, TIMER COMMUNICATIONS & WALLBOX DIMMER FILING 12" MAX TO TOP J , I XX NOTED NOTED J II ON ON PLANS PLANS 60„ 48" 48" 48" FLOOR WALL PHONE CARD READER, SHUNT TRIP TIMECLOCK WALL MOUNTED WALL KEYPAD, RTE, PUSHBUTTON (LIGHTING CAMERA, & PTZ MOUNTED PUSHPLATE,DOORBELL, (EMERGENCY CONTROL) CAMERA SPEAKER & BIOMETRIC READER POWER OFF) - - CL EXIT h 6" I90" (AUDIBLE 8" BELOW CEILING, DEVICES SHALL DOOR MAXIMUM 12'-0" AFF. NOT BE CLOSER E THAN 6" TO TOP o OF DEVICE TO 4" CEILING IN LOW 48" CEILING AREAS) r- EXIT EXIT FLOOR 10"-12" 10"-12" < - - WALL WALL MOUNTED FIRE ALARM FIRE ALARM WALL MOUNTED EMERGENCY PULL VISUAL, AUDIO & OCCUPANCY LIGHT STATION AUDIONISUAL SENSOR NOTIFICATION 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 FIRE ALARM AUDIO DEVICE, WALL FIRE ALARM AUDIO DEVICE, CEILING MOUNTED MOUNTED XXcd FIRE ALARM AUDIOVISUAL DEVICE, XXcd FIRE ALARM AUDIOVISUAL DEVICE, 7< X WALL MOUNTED. 'XXcd' INDICATES X CEILING MOUNTED. 'XXcd' INDICATES STROBE CANDELA RATING STROBE CANDELA RATING. 75cd UNLESS NOTED OTHERWISE 75cd UNLESS -NOTED -OTHERWISE NOTE: FOR ABOVE AUDIO AND AUDIOVISUAL DEVICES, SUBSCRIPT'X' INDICATES: O CARBON MONOXIDE DETECTOR, CEILING MOUNTED F1 FIRE ALARM PULL STATION HEAT DETECTOR, CEILING MOUNTED 2: SMOKE DETECTOR, WALL MOUNTED FS - FIRE SERVICE ELEVATOR - CO - WITH CARBON MONOXIDE LOBBY TEMPERATURE MONITORING E - ELEVATOR RECALL SB - INTEGRAL SOUNDER BASE J SMOKE DETECTOR, CEILING MOUNTED SS - NON SYSTEM SINGLE STATION TYPE CO - WITH CARBON MONOXIDE E - ELEVATOR RECALL z X BEAM SMOKE DETECTOR, SUBSCRIPT SB - INTEGRAL SOUNDER BASE 'X' INDICATES: SS - NON SYSTEM SINGLE STATION TYPE BT - BEAM TRANSMITTER BR - BEAM RECEIVER SMOKE DETECTOR, DUCT MOUNTED. X SUBSCRIPT'X' INDICATES UNIT SERVED SMOKE DAMPER FIRE/SMOKE DAMPER _ FS' FLOW SWITCH TSi TAMPER SWITCH P ! PRESSURE ALARM RTI REMOTE TEST STATION CONTROL RELAY 4 F FIREFIGHTERS TELEPHONE OUTLET ELECTRO-MAGNETIC DOOR HOLDER _ E KB' KNOX BOX ELECTRIC FIRE BELUGONG FIRE ALARM PANEL XXXX XXXX INDICATES TYPE FACP - FIRE ALARM CONTROL PANEL FATC - FIRE ALARM TERMINAL CABINET FAA - FIRE ALARM REMOTE ANNUNCIATOR ASD - ASPIRATING SMOKE DETECTION CONTROL PANEL VEP - VOICE EVACUATION PANEL COMMUNICATIONS SYSTEM X DATA OUTLET, WALL MOUNTED < X VOICE OUTLET, WALL MOUNTED X DATA OUTLET, FLOOR MOUNTED U X VOICE OUTLET, FLOOR MOUNTED *X DATA OUTLET, CEILING MOUNTED X VOICE OUTLET, CEILING MOUNTED X VOICE -DATA OUTLET, WALL MOUNTED 04 AUDIOVISUAL OUTLET, WALL MOUNTED 4' X VOICE -DATA OUTLET, FLOOR MOUNTED �i AUDIOVISUAL OUTLET, FLOOR MOUNTED VOICE -DATA OUTLET, CEILING 4 j AUDIONISUAL OUTLET, CEILING X MOUNTED MOUNTED - NOTE: FOR ABOVE VOICE, DATA AND AUDIONISUAL DEVICES, SUBSCRIPT'X' 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 WEATHER PROOF SPEAKER WALL MOUNTED X SPEAKER CEILING MOUNTED :1 CCTV CAMERA, WALL MOUNTED ! CCTV CAMERA, CEILING MOUNTED -4 TV OUTLET - WALL MOUNTED i TV TV OUTLET - CEILING MOUNTED j PLYWOOD BACKBOARD COMMUNICATIONS SYSTEMS NOTES: 1. FOR WALL AND CEILING MOUNTED DEVICES 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. ELECTRONIC ACCESS CONTROL SYSTEM DR PROXIMITY/CARD READER DC DOOR CONTACT ELECTRIC STRIKE ES ''I ACP j ACCESS CONTROL PANEL M 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. NURSE CALL SYSTEM tXX NURSE CALL STATION - - DEVICE NOTES: 1. NURSE CALL STATION. PROVIDE A 4-11/16" SQUARE BY 2-1/8" DEEP BACK BOX WITH A SINGLE GANG REDUCTION RING AND A 1" CONDUIT ROUTED BETWEEN THE BACK BOX AND THE NEAREST CABLE PATHWAY, UNO. XX = DEVICE DESCRIPTION CB = CODE BLUE CBA = CODE BLUE WITH STAFF ASSIST BUTTON CBM = CODE BLUE ANNUNCIATOR SA = STAFF ASSIST P = PATIENT STATION E = EMERGENCY PULL STATION ES = EMERGENCY PULL SHOWER STATION M = MASTER STATION T = TOILET STATION 2. NURSE CALL STATION. PROVIDE A 3-GANG BY 2-1/8" DEEP BACK BOX WITH A 1" CONDUIT ROUTED BETWEEN THE BACK BOX AND THE NEAREST CABLE PATHWAY, UNO. XX = DEVICE DESCRIPTION DS = DUTY STATION P = PATIENT STATION XX NURSE CALL CORRIDOR LIGHT, XX NURSE CALL CORRIDOR LIGHT, XCEILING-MOUNTED WALL -MOUNTED DEVICE 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 1" CONDUIT ROUTED BETWEEN THE BACK BOX AND THE NEAREST CABLE PATHWAY, LINO. XX = DEVICE DESCRIPTION C = CEILING NCCP NURSE CALL CONTROL PANEL ❑R NURSE CALL RELAY 4 LIGHTING =� R10 UPPER CASE LETTERS INDICATES THE LUMINAIRE SERIES TYPE, 7a NUMBER INDICATES A DIFFERENT LUMINAIRE TYPE WITHIN THE SERIES NL NUMBER INDICATES CIRCUIT NUMBER, LOWER CASE LETTER INDICATES SWITCH LEG NIGHT LIGHT DESIGNATION INDICATES UNSWITCHED AND CONTINUOUSLY "ON" LUMINAIRE SHADING LEGEND - TYPICAL FOR EACH LUMINAIRE TYPE NORMAL BRANCH NEC 700 NEC 517 LIFE SAFETY CRITICAL BRANCH BRANCH AND/OR BATTERY PACK --� i —- TROFFER ADJUSTABLE DOWNLIGHT STRIP LIGHT �-O SCONCE RECESSED STRIP LIGHT PENDANT _ WALL MOUNTED STRIP LIGHT BOLLARD CIRCULAR APERTURE DOWNLIGHT POLE MOUNTED LIGHT ❑ SQUARE APERTURE DOWNLIGHT EB• SURFACE MOUNTED SPECIALTY LIGHT O I WALL MOUNTED CHARACTER WALL MOUNTED SPECIALTY LIGHT BASE MOUNTED CHARACTER {B+ TRACK MOUNTED SPECIALTY LIGHT q RECESSED PATH LIGHT Q)+ SURFACE MOUNTED ACCENT LIGHT [] SURFACE PATH LIGHT �► WALL MOUNTED ACCENT LIGHT ® INGRADE UPLIGHT �► TRACK MOUNTED ACCENT LIGHT ®► INGRADE DIRECTIONAL UPLIGHT � SURFACE C MOUNTED CHARACTER Ell UNDERWATER LIGHT O PENDANT MOUNTED CHARACTER ►C11 SURFACE UNDERWATER LIGHT C:J I THEATRICAL LEKO ODD FAN C7 THEATRICAL FOLLOW SPOT TRACK Q THEATRICAL PAR LINEAR LIGHT C1 THEATRICAL FRESNEL --_� LINEAR SLOT LIGHT EMERGENCY LIGHT MULTILAMP STRING LIGHT EXIT SIGNS ( � CEILING MOUNTED SINGLE FACE EXIT 1141 CEILING MOUNTED DOUBLE FACE EXIT SIGN - ARROWS INDICATE DIRECTION SIGN -ARROWS INDICATE DIRECTION II WALL MOUNTED SINGLE FACE EXIT SIGN Kr I WALL MOUNTED DOUBLE FACE EXIT X + ARROWS INDICATE DIRECTION SIGN - ARROWS INDICATE DIRECTION SUBSCRIPT'_' INDICATES LOW LEVEL EXIT SIGN KT WALL END -MOUNTED SINGLE FACE EXIT SIGN ARROWS INDICATE DIRECTION SWITCHES 1 CONTROLS X WALL MOUNTED SWITCH OCCUPANCY AND VACANCY SENSORS ab 'ab' INDICATES INDIVIDUAL GANGED SWITCHES AND ASSOCIATED SWITCH LEGS CONTROLLED, SUBSCRIPT'X' INDICATES: X OCCUPANCYNACANCY SENSOR, 2 DOUBLE POLE ab CEILING MOUNTED 3 - THREE WAY OCCUPANCYNACANCY SENSOR, WALL 4 - FOUR WAY � �, X MOUNTED (REFER TO MOUNTING HEIGHT D - WALL BOX DIMMER ab LEGEND) EP EXPLOSION PROOF X OCCUPANCYNACANCY SENSOR, WALL F- FAN SWITCH ab SWITCH TYPE H - HORSEPOWER RATED K - KEY OPERATED NOTE: 'ab' INDICATES SWITCH LEGS LV - LOW VOLTAGE TYPE CONTROLLED, SUBSCRIPT'X' P - PILOT LIGHT INDICATES: T - WALL BOX TIMER VS - VACANCY SENSOR TYPE W - WIRELESS OS - OCCUPANCY SENSOR TYPE WP - WEATHER PROOF LV - LOW VOLTAGE SWITCH LIGHTING CONTROL PANEL CONTROL W - WIRELESS JulSTATION SUBSCRIPT'X' INDICATES UNIQUE IDENTIFIER X CONTACTOR, SUBSCRIPT'X' INDICATES n. LIGHTING CONTROL WALL STATION, UNIQUE IDENTIFIER X SUBSCRIPT'X' INDICATES UNIQUE IPCI X PHOTOCELL IDENTIFIER TCI, TIME CLOCK, SUBSCRIPT'X' INDICATES ALCR AUTOMATIC LOAD CONTROL RELAY X UNIQUE IDENTIFIER (EMERGENCY LIGHTING) BCELTSI, BRANCH CIRCUIT EMERGENCY LIGHTING DSI X DAYLIGHT SENSOR, CEILING MOUNTED TRANSFER SWITCH (EMERGENCY LIGHTING) IN -GRADE BOXES I M XX HANDHOLE WX XX - _ X _ - - BOX NUMBER M MANHOLE SIZE DESIGNATION/TYPE - XX - -------BOX TYPE P 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 POWER CONNECTIONS JUNCTION BOX, WALL MOUNTED � 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 EQUIPMENT CONNECTION SCHEDULE DISCONNECT, REFER TO EQUIPMENT FOR DISCONNECT TYPE, UNO CONNECTION SCHEDULE FOR DISCONNECT TYPE, UNO MOTOR, SUBSCRIPT W DENOTES -B VARIABLE FREQUENCY DRIVE �CVX MOTOR DESIGNATION, REFER TO EQUIPMENT CONNECTION SCHEDULE SHUNT TRIP PUSH BUTTON 4 B BUILDING SHUNT TRIP POWER POLE OR - LIGHTING OVERRIDE 5 RECEPTACLES rl�j DUPLEX RECEPTACLE, WALL MOUNTED I DOUBLE DUPLEX RECEPTACLE, WALL I MOUNTED DUPLEX RECEPTACLE, ABOVE DOUBLE DUPLEX RECEPTACLE, ABOVE BACKSPLASH OF CABINET, BACKSPLASH OF CABINET, COUNTERTOP OR SINK COUNTERTOP OR SINK DUPLEX RECEPTACLE, FLUSH MTD IN DOUBLE DUPLEX RECEPTACLE, FLUSH CEILING MOUNTED IN CEILING HALF SWITCHED DUPLEX RECEPTACLE, SIMPLEX RECEPTACLE, WALL MOUNTED WALL MOUNTED , I SPECIAL PURPOSE RECEPTACLE, WALL SPECIAL PURPOSE RECEPTACLE, MOUNTED. NEMA CONFIGURATION AS CEILING MOUNTED NEMA TYPE I 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 X INDICATES TYPE CABINET, COUNTERTOP OR SINK X RECEPTACLE TYPE 12— NUMBER INDICATES BRANCH CIRCUIT NUMBER NOTE: FOR ABOVE DEVICES, SUBSCRIPT'X' INDICATES: CK - CLOCK HANGER P PEDESTAL TYPE EP EXPLOSION PROOF R - RECESSED OUTLET EQ EQUIPMENT MOUNTED SS SURGE SUPPRESSION EWC - ELECTRIC WATER COOLER T TAMPER PROOF F - FURNITURE OR MILLWORK MOUNTED TV TELEVISION OUTLET GFI - GROUND FAULT INTERRUPTER WP - WEATHER PROOF H HORIZONTALLY MOUNTED U - USB TYPE IG ISOLATED GROUND RECEPTACLE BRANCH CIRCUIT SHADING ' SEE RECEPTACLE TYPES BELOW FOR CONFIGURATION SHADING REPRESENTS RECEPTACLE ` � SHADING REPRESENTS RECEPTACLE ! NEC 700 - LIFE SAFETY BRANCH ON NEC 517 CRITICAL BRANCH SHADING REPRESENTS RECEPTACLE ON NEC 701/517 STANDBY/EQUIPMENT SHADING REPRESENTS RECEPTACLE BRANCH ON UPS BRANCH FLOOR OUTLETS j FLOOR BOX, SINGLE SERVICE TYPE FLOOR BOX, SINGLE SERVICE TYPE DUPLEX RECEPTACLE DOUBLE DUPLEX RECEPTACLE FLOOR BOX, MULTI -SERVICE TYPE --, FLOOR BOX, MULTI -SERVICE TYPE, DOUBLE DUPLEX/COMMUNICATIONS DUPLEX/COMMUNICATIONS OUTLET OUTLET 00 POKE THRU, SINGLE SERVICE TYPE (J FLOOR BOX, SINGLE -SERVICE TYPE DUPLEX RECEPTACLE JBOX (POWER) - UNO I VO POKE THRU, MULTI -SERVICE TYPE �1 FLOOR BOX, MULTI -SERVICE TYPE JBOX POWER/COMMUNICATIONS OUTLET (POWER)/COMMUNICATIONS POKE THRU, MULTI -SERVICE TYPE1 POKE THRU, SINGLE SERVICE TYPE DOUBLE DUPLEX RECEPTACLE ( JBOX (POWER)/COMMUNICATIONS POKE THRU, SINGLE -SERVICE TYPE POKE THRU, MULTI -SERVICE TYPE, DOUBLE DUPLEX/COMMUNICATIONS JBOX (POWER) - UNO OUTLET FLOOR BOX TYPE (REFER 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 - MULTI -SERVICE TYPE - BALLROOM TYPE FLOOR BOX INDICATES HALF OF CC - MULTI -SERVICE TYPE - CONVENTION CENTER TYPE RECEPTACLES IN BOX TO BE F - FURNITURE FEED AUTOMATICALLY CONTROLLED M - MULTI -SERVICE TYPE S# - SINGLE -SERVICE TYPE. # - # OF GANGS WP - SINGLE -SERVICE WEATHERPROOF TYPE - (POWER OR DATA ONLY) SINGLE LINE SYMBOLS CKT BREAKER, '###' INDICATES TRIP SETTING, W INDICATES UTILITY METER i NUMBER OF POLES • X SS - SOLID STATE GFP - GROUND FAULT PROTECTION ERMS - ENERGY -REDUCING ^^ ^^ MINI POWER MAINTENANCE SWITCH ZONE PANEL EO - ELECTRICALLY OPERATED PANEL NAME ENCLOSED NON -FUSED DISCONNECT SWITCH I / ENCLOSED FUSED DISCONNECT PANEL ###/# d SWITCH'###' INDICATES TRIP NAME PANELBOARD SETTING,'#' INDICATES NUMBER OF POLES ENCLOSED CIRCUIT BREAKER ###I# ) '###' INDICATES TRIP SETTING,'#' INDICATES NUMBER OF POLES I FUSED SWITCH, ### INDICATES ###/# q TRIP SETTING,'#' INDICATES �\ NUMBER OF POLES L KIRK KEY E N K -- INTERLOCK DMM DIGITAL MULTI - METER L BP I ST SHUNT TRIP IS 0i ATS E N SPD SURGE SUPPRESSION DEVICE _ GROUND TRANSFORMER SHIELD/ISOLATION TRANSFORMER PAD MOUNTED TRANSFORMER I I GF ALARM ONLY (D-- GENERATOR CONNECTION PANEL WITH MANUAL TRANSFER SWITCH AUTOMATIC TRANSFER SWITCH AUTOMATIC TRANSFER SWITCH WITH BYPASS ISOLATION GENERATOR GROUNDING GROUND ROD GROUND BUS BAR 6 DISTRIBUTION EQUIPMENT SWITCHBOARD D 1 I I I L— HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) INCOMING OR'MAIN' SECTION ` --- DISTRIBUTION SECTION rT _D - D D- -F� MOTOR CONTROL CENTER FUTURE SECTION ; DISTRIBUTION SECTION INCOMING SECTION -- --- -- - --- -- HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) PANELBOARD NAME FRONT OF PANEL —_ -WALL RECESSED MOUNTED SURFACE MOUNTED PANELBOARD/SWITCHBOARD NAMING BLDG-E1 MDPHAI T 1-- A,B,C... DESIGNATOR DISTINGUISHES ROOM OR ROOM PANEL SERVED FROM 1,2,3... DESIGNATOR DISTINGUISHES INDIVIDUAL PANEUSWITCHBOARD H - 480Y/277V L - 208Y/120V I L NOTHING INDICATES LIGHTING/RECEPTACLE PANEL BRANCH PANEL AV - AUDIO VISUAL PANEL DM DIMMING PANEL DP DISTRIBUTION PANEL EV ELECTRIC VEHICLE CHARGING PANEL GDP GENERATOR DISTRIBUTION PANEL GSB - GENERATOR SWITCHBOARD K - KITCHEN PANEL LC LOAD CENTER LCP LIGHTING CONTROL PANEL MC METER CENTER 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 INDICATES WHICH FLOOR PANEL IS LOCATED ON (IF REQUIRED) - NOTHING INDICATES NORMAL LS - LIFE SAFETY LOADS (HEALTHCARE NEC ARTICLE 517) CR - CRITICAL LOADS (HEALTHCARE NEC ARTICLE 517) EQ - EQUIPMENT LOADS (HEALTHCARE NEC ARTICLE 517) N - NORMAL LOADS (HEALTHCARE) --- INDICATES WHICH BUILDING/AREA PANEL IS LOCATED IN (IF REQUIRED) NAME TRANSFORMER FLOOR MOUNTED TRANSFORMER, NUMBER INDICATES KVA RATING HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) --- INDICATES TRANSFORMER IS SUSPENDED BLDG-TE1DPHA1 TRANSFORMER DESIGNATION T INDICATES PANEL SERVED - INDICATES TRANSFORMER -- INDICATES WHICH BUILDING/AREA TRANSFORMER IS LOCATED IN (IF ---- REQUIRED) -------..._.. NAME TRANSFER SWITCH BLDG-ATSE1HA1 TRANSFER SWITCH DESIGNATION - INDICATES PANEL SERVED — - - INDICATES TRANSFER SWITCH ATS - AUTOMATIC TRANSFER SWITCH MTS - MANUAL TRANSFER SWITCH INDICATES WHICH BUILDING/AREA AUTOMATIC TRANSFER SWITCH IS LOCATED IN (IF REQUIRED) TAGS AND CALL OUT SYMBOLS SECTION CALLOUT POINT OF CONNECTION 1 SECTION DESIGNATION POINT OF DEMARCATION ��oXl -SHEET NUMBER REVISION CALLOUT DETAIL CALLOUT DETAIL DESIGNATION -� X ,` KEYNOTE CALLOUT �,XXXXj` mot- SHEET NUMBER DEMOLITION < R > EXISTING TO BE REMOVED < X > EXISTING TO REMAIN < RL > EXISTING TO BE RELOCATED < NL > EXISTING - NEW LOCATION -- ` -' DEMOLITION CONDUIT i DEMOLITION EQUIPMENT CIRCUITING B_LDG-E1 MDPHA-1 3#12,#12G,314"C CIRCUIT NUMBER T CONDUIT SIZE -- - - PANEL DESIGNATION GROUND CONDUCTOR QUANTITY AND SIZE -- CIRCUIT CONDUCTOR QUANTITY AND SIZE APPLICABLE CODES & STANDARDS FLORIDA BUILDING CODE - 7TH EDITION (2020), BUILDING FLORIDA BUILDING CODE - 7TH EDITION (2020), EXISTING BUILDING FLORIDA BUILDING CODE - 7TH EDITION (2020), FUEL GAS FLORIDA FIRE PREVENTION CODE - 7TH EDITION (2020) FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF RESIDENTIAL HEALTH, CARE AND SUPPORT FACILITIES - 2018 EDITION NATIONAL FIRE PROTECTION ASSOCIATION NFPA 31, 2016 EDITION, STANDARD FOR THE INSTALLATION OF OIL -BURNING EQUIPMENT NFPA 37, 2018 EDITION, STANDARD FOR THE INSTALLATION AND USE OF STATIONARY COMBUSTION ENGINES AND GAS TURBINES NFPA 54, 2018 EDITION, NATIONAL FUEL GAS CODE NFPA 70,2017 EDITION, NATIONAL ELECTRICAL CODE NFPA 72,2016 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE NFPA 99, 2018 EDITION, HEALTH CARE FACILITIES CODE NFPA 101, 2018 EDITION, THE LIFE SAFETY CODE (FLORIDA-SPECIFIC EDITION) NFPA 110, 2016 EDITION, STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS NFPA 170, 2015 EDITION, STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS NFPA 241, 2013 EDITION, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS NFPA 704, 2017 EDITION, STANDARD SYSTEM FOR THE IDENTIFICATION OF THE HAZARDS OF MATERIALS FOR EMERGENCY RESPONSE 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. E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. 2601 Westhall Lane Maitland, FL 32751 USA wexww.exp.com �S��i Project #: #22016657 Cert of Auth: 29701 � PROJECT FOR D ADVENTHEALTH - ZEPHYRHILLS ZL PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE I FILE NUMBER: N/A I 1 9/8/2022 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-22.236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGERITEC - PROJECT DESIGNER TTEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT' N/A CIVIL ENGINEER, N/A STRUCTURAL ENGINEER N/A - - MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 -- INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY t MWH -- - - 1. A `��Q`�' '•L�GENgF •• '��jO �i V No. 76422 _ ft'A O °• STATE OF 1(/` S'ONA `,��```�. ELECTRICAL LEGENDS AND A NOTES SCALE' 12" = V-0" E=001 2 3 4 5 11 Project Status 1 2 3 4 5 6 C Fk C B A t scU #1a 1, - __ ` TtT . ° i WT OFFICETt1 .. ....:_ SUPPLIES X 2LC5 i L Pc i 24 X 2LC4 _ .. IT SUB iris MECH .. E < > X 2LN5 ,dTAFF 3 <X>2LN4 / ,. cu ms TAT TLT "EQUIP "Quip, �... CG w. WORK RW' TV BLOOD CAS sa 3 � P G y /j P 12 3w .n ai a COMM _ t _ u� ICE fxIs - ` 4 ..__..... .. ,,. 1 a. ... — ................_..� i! .. _...... ...._... .. x } E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA goo, %g www.exp.com ���� Project #: #22016657 exp. Cert of Auth: 29701 PROJECT FOR D ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: WA 1 9/8/2022 ADDENDUM 1 MARK I DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER WA STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY MWH A ♦♦� S T A F �i U : No. 76422 o•••�•• STATE OF •�1(�` /0NA 1,����♦ POWER &SYSTEMS PLANS -OVERALL 1/8" = f-0" 1 POWER & SYSTEMS PLAN - OVERALL 1/8" =1'-0" PROJECT NORTH Em101 2 3 4 5 6 Project Status I 1 2 3 4 5 6 E 0 C B A PHASE 2 400- PHASE 1 2 POWER & SYSTEMS PLAN - NEW WORK 1/8" = V-0" PHASE 2 400- PHASE 1 NEW WORK GENERAL NOTES: 1 CONTRACTOR TO REFER TO ARCHITECTURAL AND INTERIOR DESIGNER'S (ID) DRAWINGS FOR ADDITIONAL INFORMATION FOR DEVICE LOCATIONS AND DIMENSIONS. 2 REFER TO ARCHITECTURAL DRAWINGS FOR FULL SCOPE AND DESCRIPTIONS OF ALTERNATES. UNDER THE BASE BID, NO ELECTRICAL WORK WILL BE DONE. KEY NOTES 1 DEMOLISH ALL RECEPTACLES AT EXISTING HEADWALL. MAINTAIN 2 C S R C A S ZO NEW RECEPTACLES ADDED UNDER ALTERNATE #01. DEMOLITION GENERAL NOTES: 1 PRIOR TO SUBMITTING BID, VISIT SITE AND IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT THE DEMOLITION WORK. NO COMPENSATION WILL BE GRANTED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCED OBSERVERS. THIS CONTRACTOR SHALL PARTICIPATE IN THE SURVEY OF EXISTING ELECTRICAL SERVICES. 2 EXISTING FEEDERS AND BRANCH CIRCUIT WIRING THAT ARE TO BE DEMOLISHED SHALL BE REMOVED BACK TO THE PANELBOARD. THE ASSOCIATED CIRCUIT BREAKER SHALL BE TURNED OFF AND MARKED AS SPARE IN THE PANEL DIRECTORY. PROVIDE THE OWNER WITH ONE ADDITIONAL COPY OF EACH PANEL DIRECTORY UPON COMPLETION OF WORK. 3 IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROTECT AND MAINTAIN THE INTEGRITY OF REMAINING DEVICES OR EQUIPMENT, AND ANY SUCH CONNECTIONS SHALL BE CONCEALED UNLESS LOCATED IN UNFINISHED AREAS. 4 THE CONTRACTOR SHALL NOT ABANDON FEEDER OR BRANCH CIRCUIT WIRING IN EXISTING WALLS AND CEILINGS. CONTRACTOR SHALL FIELD VERIFY ALL FEEDERS AND MAINTAIN THE CONTINUITY OF THE FEEDERS AND BRANCH CIRCUIT WIRING TO ALL AREAS WHICH ARE TO REMAIN, BUT THAT AREA AFFECTED BY THE DEMOLITION OR NEW CONSTRUCTION. 5 CONTRACTOR SHALL DISCONNECT AND REMOVE ALL POWER, AUDIO, CONTROL AND COMMUNICATION WIRING MADE OBSOLETE BY DEMOLITION BACK TO THE SOURCE. ANY CONDUITS PASSING THROUGH THE FLOOR AND/OR CEILING TO BE REMOVED SHALL BE REMOVED AND THE HOLE SHALL BE PROPERLY SEALED TO MAINTAIN PROPER FIRE RATING. 6 FOR ADDITIONAL DEMOLITION WORK REFER TO THE ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS. DISCONNECT AND REMOVE ALL EXISTING CONDUIT AND WIRING FOR EQUIPMENT TO BE REMOVED. 7 INVENTORY ALL OTHER ELECTRICAL ITEMS THAT ARE REMOVED AND PROVIDE A LIST TO THE OWNER FOR THEIR SELECTION OF ITEMS TO BE RETAINED. ALL ITEMS REJECTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. 8 DEVICES, LUMINAIRES, AND CONNECTIONS SHOWN ON THE DEMOLITION PLAN ARE INTENDED TO GIVE THE CONTRACTOR A GENERAL IDEA OF COUNT OF WHAT ELECTRICAL ITEMS ARE BEING REMOVED OR RETAINED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD INSPECTION OF THE SITE TO DETERMINE THE ACTUAL CONDITIONS OF THE INSTALLATION AND QUANTITIES OF EXISTING EQUIPMENT BEFORE SUBMITTING BID. 9 PORTIONS OF THE EXISTING BUILDING ARE TO REMAIN IN OPERATION DURING CONSTRUCTION. THIS CONTRACTOR SHALL COORDINATE ALL WORK THAT WILL INTERFERE WITH THE OPERATION OF THE FACILITY WITH THE GENERAL CONTRACTOR AND FACILITY ITSELF. E 0 C B chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com � Project #: #22016657 Cart of Auth: 29701 PROJECT FOR ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: N/A 2 11/02/2022 ADDENDUM #2 CONSTRUCTION COORD. 1 9/8/2022 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY MWH QQ� '•� \LENS,- ••�iO �i - V No. 76422 _ . ;• : cc! — STATE OF :(!` i�O�� ••• FCORIDP: SS/0NA L POWER & SYSTEMS PLAN PLANS - PCU WING - DEMOLITION A & NEW WORK SCALE As indicated a- u; POWER & SYSTEMS PLAN - DEMOLITION 1/8" = V-0" PROJECT NORTH E=201 1 2 3 4 5 6 Project Status B A 2 LIGHTING PLAN - NEW WORK 1/W =1'-0" PHASE 2 400o, PHASE 1 LIGHTING PLAN - DEMOLITION 1/8* = r-V NEW WORK GENERAL NOTES: 1. CORRIDOR LIGHTING CONTROL - ALL EMERGENCY LIGHTING IN CORRIDORS ARE CONSIDERED NIGHT LIGHTS AND SHALL NOT BE CONTROLLED BY ANY DEVICE INCLUDING OCCUPANCY SENSORS. ALL LIFE SAFETY LIGHTS AND EXIT SIGNS ARE KEY NOTES DEMOLISH ALL EXISTING LUMINAIRES IN THE HATCHED REGION(S). MAINTAIN CIRCUITS FOR NEW LUMINAIRES. LIFE SAFETY EGRESS LIGHTING FED FROM EXISTING CIRCUIT MAINTAINED DURING DEMOLITION IN EXISTING PANEL 1HL1 DEMOLITION GENERAL NOTES: 1 PRIOR TO SUBMITTING BID, VISIT SITE AND IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT THE DEMOLITION WORK. NO COMPENSATION WILL BE GRANTED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCED OBSERVERS. THIS CONTRACTOR SHALL PARTICIPATE IN THE SURVEY OF EXISTING ELECTRICAL SERVICES. 2 EXISTING FEEDERS AND BRANCH CIRCUIT WIRING THAT ARE TO BE DEMOLISHED SHALL BE REMOVED BACK TO THE PANELBOARD. THE ASSOCIATED CIRCUIT BREAKER SHALL BE TURNED OFF AND MARKED AS SPARE IN THE PANEL DIRECTORY. PROVIDE THE OWNER WITH ONE ADDITIONAL COPY OF EACH PANEL DIRECTORY UPON COMPLETION OF WORK. 3 IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO PROTECT AND MAINTAIN THE INTEGRITY OF REMAINING DEVICES OR EQUIPMENT, AND ANY SUCH CONNECTIONS SHALL BE CONCEALED UNLESS LOCATED IN UNFINISHED AREAS. 4 THE CONTRACTOR SHALL NOT ABANDON FEEDER OR BRANCH CIRCUIT WIRING IN EXISTING WALLS AND CEILINGS. CONTRACTOR SHALL FIELD VERIFY ALL FEEDERS AND MAINTAIN THE CONTINUITY OF THE FEEDERS AND BRANCH CIRCUIT WIRING TO ALL AREAS WHICH ARE TO REMAIN, BUT THAT AREA AFFECTED BY THE DEMOLITION OR NEW CONSTRUCTION. 5 CONTRACTOR SHALL DISCONNECT AND REMOVE ALL POWER, AUDIO, CONTROL AND COMMUNICATION WIRING MADE OBSOLETE BY DEMOLITION BACK TO THE SOURCE. ANY CONDUITS PASSING THROUGH THE FLOOR AND/OR CEILING TO BE REMOVED SHALL BE REMOVED AND THE HOLE SHALL BE PROPERLY SEALED TO MAINTAIN PROPER FIRE RATING. 6 FOR ADDITIONAL DEMOLITION WORK REFER TO THE ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS. DISCONNECT AND REMOVE ALL EXISTING CONDUIT AND WIRING FOR EQUIPMENT TO BE REMOVED. 7 INVENTORY ALL OTHER ELECTRICAL ITEMS THAT ARE REMOVED AND PROVIDE A LIST TO THE OWNER FOR THEIR SELECTION OF ITEMS TO BE RETAINED. ALL ITEMS REJECTED BY THE OWNER SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE. 8 DEVICES, LUMINAIRES, AND CONNECTIONS SHOWN ON THE DEMOLITION PLAN ARE INTENDED TO GIVE THE CONTRACTOR A GENERAL IDEA OF COUNT OF WHAT ELECTRICAL ITEMS ARE BEING REMOVED OR RETAINED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD INSPECTION OF THE SITE TO DETERMINE THE ACTUAL CONDITIONS OF THE INSTALLATION AND QUANTITIES OF EXISTING EQUIPMENT BEFORE SUBMITTING BID. 9 PORTIONS OF THE EXISTING BUILDING ARE TO REMAIN IN OPERATION DURING CONSTRUCTION. THIS CONTRACTOR SHALL COORDINATE ALL WORK THAT WILL INTERFERE WITH THE OPERATION OF THE FACILITY WITH THE GENERAL CONTRACTOR AND FACILITY ITSELF. B chapuis design group arch itecture. pa 510 VONDERBURG DR. SUITE 216 BRANDON, Fl- 33511 Tel. 813-667-2340 CGDPA - Fl- # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f. +1.407.6 2601 Westhall Lane Maitland, FL 32751 USA . • www.exp.com Project #: #22016657 Cert of Auth: 29701 ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: N/A 2 11/02I2022 ADDENDUM #2 CONSTRUCTION COORD. 1 9/8/2022 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER WA DRAWN BY MWH ``1111111111111 T . At V • No. 76422 �1 STATE OF 1(�` LIGHTING PLAN PLANS - PCU WING - DEMOLITION &NEW A WORK 1/8' = V-0" PROJECT NORTH E=202 2 3 4 5 6 Project Status 1 2 3 4 5 i 6 i ! E c B A COPPER FEEDER SCHEDULE FEEDER DESIGNATION NO.OF SETS PHASE CONDUCTORS (PER SET) N NEUTRAL CONDUCTOR (PER SET) G GROUND CONDUCTOR (PER SET) SG SYSTEM BONDING JUMPER (PER SET) P PARTIAL NEUTRAL SERVICE CONDUCTOR (PER SET) I ISOLATED GROUND CONDUCTOR (PER SET) CONDUIT SIZE LFMC, - CONDUIT TYPES IMC, GRC, SCH EMT, FMC, 40 PVC CONDUIT SIZE - CONDUIT SCH 80 PVC TYPES 3 PHASE & GROUND G (PER SETT 3 PHASE NEUTRAL S GROUND P, N, NG, NSG (PER SET) 3 PHASE NEUTRAL GROUND &ISOLATED GROUND NGI, NSGI (PER SET) 3 PHASE d GROUND G (PER SET) 3 PHASE NEUTRAL S GROUND NG, NSG (PER SET) 3 PHASE NEUTRAL GROUND &ISOLATED GROUND NG, NSGI (PER SET) 15 1 3 # 12 1 # 12 1 # 12 1 # 8 1 # 12 3/4" 3/4' 314' 3/4' 314" 314" 20 1 3 # 12 1 # 12 1 # 12 1 # 8 1 # 12 314' 3/4' 314" 314" 3/4" 314" 30 1 3 # 10 1 # 10 1 # 10 1 # 8 1 # 10 314' 314' 3/4" 3/4' 314" 3/4' 40/50 1 3 # 8 1 # 8 1 # 10 1 # 8 1 # 10 314" 314' 1" 3/4" 1" 1' 60 1 3#6 1#6 1#10 1#8 1#10 314" 1' 1' 1" 1" 11/4" 70/80 1 3# 4 1# 4 1# 8 1# 8 1# 8 1" 1 1/4" 1 1/4' 11/4' 1 114" 11/4" 1001110 1 3# 2 1# 2 1# 6 1# 8 1# 8 1# 6 11/4" 11/4" 11/7 11/4" 110 11/7 125 1 3#1 1#1 1#6 1#6 1#6 1#6 11/7 11/7 11/7 11/7 7 7 150 1 3#1/0 1#1/0 1#6 1#6 1#6 1#6 11/7 7 7 11/2" 7 7 175 1 3#2/0 1#210 1#6 1#4 1#4 1#6 11/7 7 7 7 7 7 200 1 3#3/0 1#NO 1#6 1#4 1#4 1#6 7 2" 7 7 21/7 21/7 225 1 3 # 4/0 1 # 4/0 1 # 4 1 # 2 1 # 2 1 # 4 2" 2112" 21/2' 7 21/2' 21/2" 250 1 3#250 1 # 250 1 # 4 1 # 2 1 # 2 1 # 4 7 21/7 21/7 21/2' 3" 3" 300 1 3 # 350 1 # 350 1 # 4 1 # 2 1 # 2 1 # 4 21/7 3" 3" 3" 3" 3" 350 1 3 # 500 1 # 500 1#3 1 # 1/0 1 # 1/0 1#3 3" 4" 4" 3" 4" 4" 400 2 3 # 3/0 1 # 310 1#3 1 # 110 1 # 1/0 1#3 7 7 21/7 7 21/7 21/7 450 2 3#410 1#410 1#2 1#1/0 1#110 1#2 7 21/7 21/7 7 21/7 21/7 500 2 3 # 250 1 # 250 1 # 2 1 # 1/0 1 # 1/0 1 # 2 21/7 21/2" 3" 21/7 3" 3" 600 2 3 # 350 1 # 350 1 # 1 1 # 210 1 # 210 — 21/7 3" — 3" 3" — 700 2 3 # 500 1 # 500 1 # 1/0 1 # 210 1 # 210 — 3" 4" — 3' 4" — 800 3 3 # 300 1 # 300 1 # 1/0 1 # 2/0 1 # 210 — 21/7 3" — 21/7 3" — 1000 3 3 # 400 1 # 400 1 # 210 1 # 3/0 1 # 3/0 — 3" 3" — 3" 4" — 1200 4 3 # 350 1 # 350 1 # 310 1 # 4/0 1 # 4/0 — 21/7 3" — 3" 3" — 1600 5 3 # 400 1 # 400 1 # 410 1 # 250 1 # 250 — 3' 3" — 3" 4" — 2000 6 3 # 400 1 # 400 1 # 250 1 # 300 1 # 300 — 3' 3" — 3" 4" — 2500 7 3 # 500 1 # 500 1 # 350 1 # 500 1 # 500 — 3' 4" — 4" 4" — 3000 8 3 # 500 1 # 500 1 # 400 1 # 500 1 # 500 — 3' 4' — 4" 4' — 4000 11 3 # 500 1 # 500 1 # 500 2 # 350 1 # 500 — 4" 4" — 4" 4' — EXAMPLE 1. 15ONG = INDICATES (1) SET OF 3#1/0 + 1#1/0 NEUTRAL + 1#6 GROUND 2. 40ONGI = INDICATES (2) SETS OF 3#3I0 + 1#3/0 NEUTRAL + 1#3 GROUND + 1#3 ISOLATED GROUND CONDUCTORS PER SET 3. 500P = INDICATES (2) SETS OF 3#250 + 1#1/0 PARTIAL NEUTRAL SERVICE CONDUCTORS PER SET ALUMINUM FEEDER SCHEDULE FEEDER DESIGNATION No- OF SETS PHASE CONDUCTORS (PER SET) N NEUTRAL CONDUCTOR (PER SET) G GROUND CONDUCTOR (PER SET) SG SYSTEM BONDING JUMPER (PER SET) P PARTIAL NEUTRAL SERVICE CONDUCTOR (PER SET) I ISOLATED GROUND CONDUCTOR (PER SET) 1 CONDUIT SIZE LFMC, - CONDUIT TYPES IMC, GRC, SCH EMT, FMC, 40 PVC CONDUIT SIZE - CONDUIT SCH 80 PVC TYPES 3 PHASE & GROUND G (PER SET) 3 PHASE NEUTRAL & GROUND P, N, NG, NSG (PER SET) 3 PHASE NEUTRAL GROUND &ISOLATED GROUND NGI, NSGI (PER SET) 3 PHASE & GROUND G (PER SET) 3 PHASE NEUTRAL & GROUND P, N, NG, NSG (PER SET) 3 PHASE NEUTRAL GROUND &ISOLATED GROUND NGI, NSGI (PER SET) 100 1 3#1 1#1 1#6 1#6 1#6 1#6 11/2" 11/7 11/2" 11/7 11/2" 7 110 1 3#1/0 1#1/0 1#4 1#6 1#6 1#4 11/7 2" 7 11/2" 2" 2' 125 1 3#210 1#2/0 1#4 1#4 1#4 1#4 7 2" 7 7 2" 7 150 1 3 # 310 1 # 3/0 1 # 4 1 # 4 1 # 4 1 # 4 7 2" 2" 2' 21/2" 21/2" 175 1 3#410 1 #410 1 #4 1 #2 1 #2 1 #4 2" 21/7 21/2" 7 21/7 21/7 200 1 3#250 1 # 250 1 # 4 1 # 2 1 # 2 1 # 4 2" 3" 21/7 21/7 3" 3' 225 1 3 # 300 1 # 300 1 # 2 1 # 1/0 1 # 1/0 1 # 2 21/2" 3" 3" 21/2" 3" 3" 250 1 3 #350 1 # 350 1 # 2 1 # 1/0 1 # 1/0 1 # 2 21/2" 3" 3' 3" 3" 4' 300 1 3 # 500 1 # 500 1 # 2 1 # 110 1 # 1/0 1 # 2 3" 4" 4" 3" 4" 4' 350 2 3 # 4/0 1 # 410 1 # 1 1 # 110 1 # 1/0 1 # 1 7 21/2" 21/2' 2" 21/7 21 /2" 400 2 3 # 250 1 # 250 1 # 1 1 # 1/0 1 # 1/0 1 # 1 21/7 21/7 3" 21/2" 3" 3" 450 2 3 # 300 1 # 300 1 # 1/0 1 # 3/0 1 # 310 1 # 1/0 2117 3" 3" 21/2" 3" 3' 500 2 3 # 350 1 # 350 1 # 1/0 1 # 310 1 # 3/0 1 # 1/0 21/7 3" 3' 3" 3" 3' 600 2 3 # 500 1 # 500 1 # 210 1 # 4/0 1 # 4/0 — 3" 4' — 3" 4" — 700 3 3 # 350 1 # 350 1 # 310 1 # 410 1 # 4/0 — 2117 3' — 3' 3" — 800 3 3 # 400 1 # 400 1 # 3/0 1 # 410 1 # 4/0 — 3" 3" — 3" 4" — 1000 4 3 # 350 1 # 350 1 # 4I0 1 # 410 1 # 410 — 3" 3" — 3" 3" — 1200 4 3 # 500 1 # 500 1 # 250 1 # 250 1 # 250 — 3' 4' — 3" 4" — 1600 6 3 # 400 1 # 400 1 # 350 1 # 300 1 # 300 — 3" 3' — 3" 4" — 2000 7 3 # 500 1 # 500 1 # 400 1 # 500 1 # 500 — 3" 4" — 4" 4" — 2500 9 3 # 500 1 # 500 1 # 350 (CU) 2 # 300 1 # 500 — 3" 1 4' 1 — 4" 4' — 3000 10 3 # 500 1 # 500 1 # 400 (CU) 2 # 350 1 # 500 — 3" 4" — 4' 4" — 4000 13 3 # 500 1 # 500 1 # 500 (CU) 2 # 500 1 # 500 — 4" 1 4" 1— 4" 4" — EXAMPLES: 1. 15ONG = INDICATES (1) SET OF 300 + 1#310 NEUTRAL + 1# 4 GROUND 2. 40ONGI = INDICATES (2) SETS OF 3#250 + 1#250 NEUTRAL + 1#1 GROUND + 1#1 ISOLATED GROUND CONDUCTORS PER SET 3. 500P = INDICATES (2) SETS OF 3#350 + 1#3/0 PARTIAL NEUTRAL SERVICE CONDUCTORS PER SET (SIZE BY UTILITY COMPANY)_.. - SEC: 480Y/277V,3P,4W 34,315AFC --- -- I I I I I I i - - -1- EXIST. SWITCHBOARD'1MSBHA1" 4000A BUS :',. 480Y/277V,3P,4W 4000/3 : : , 1200/3 ` r I � I ! I I I I 1 1 1 1 I 1 1 1 ___..__-_______.....___.__-___.______...___...______________I EXIST. PANEL `1 HB" I � 1200A BUS 480Y/277V,3P,4W --------- — ------ --—..._-. --- �'' ----- I 350/3 I I 1 1 i 1 1 XFMR T-LDP' -ram 225 kVA PRI: 480©, 30, 3W "= SEC: 208Y/120V, 30, 4W _ I I I I I EXIST. PANEL'LDP" 800A BUS ' ! 208Y/120V,3P,4W 800/3 10013 15013 1 rr cr l I I I I 1 I � , I 1 I I I , EXISTING EXISTING PANEL PANEL '2LN4' i '2LN5' I { I I I I I I I I I L-------------------J PANEL(S) BEING MODIFIED IN SCOPE OF WORK GENERAL NOTES: 1 NOT ALL BREAKERS ARE SHOWN. REFER TO PANEL SCHEDULES FOR ADDITIONAL INFORMATION. 2 DASHED EQUIPMENT AND FEEDERS ARE EXISTING TO REMAIN. HATCHED OUT EQUIPMENT AND FEEDERS INDICATE TO DEMO. ALL SOLID EQUIPMENT IS NEW. 3 ONE -LINE DIAGRAM SHOWN FOR REFERENCE ONLY. NO CHANGES ARE BEING MADE TO THE DISTRIBUTION. (SIZE BY UTILITY COMPANY) - - - -- - SEC: 480Y/277V,3P,4W - � - TO TO 34,315 AFC - - - - - - - ` EXIST. EXIST. GEN-1 GEN-2 1 1 I I I I I ; I I i 1 I I , I I I I I I I I 1 I EXIST. SWITCHBOARD'1MSBH131" EXIST. SWITCHBOARD'1GSBHAI" I I i I I I I I I I 4000A sus ' 2000A BUS '% { 480Y/277V,3P,4W 40Q0/3 ,' 480Y/277V,3P,4W 200013 20Q013 ; .... ... ..... ... ..... _....._..._... ....... ... ..... ... ....---_..... ... ..._... p..._._..._...a,...__.. _.... --m-..._...__._........_...__._._......._-- -._..._........_......Q...- -...__...._...;�.. 1600/3 160013 1 1 I I 1 i 1 I I 1 I 1 1 1 ' 1 I 1 I 1 I I I 1 N K E ; EXIST. ATS'CRHA' 480V,1600A, I V L� I , 1 TO GEN. CONTROL I 1 I I I I I 1 1 EXIST. SWITCHBOARD'ICRSBHA" 1 1 1 1 1 1 1 i 1600A BUS 480Y/277V,3P,4W 1600/3 40013 , c; I I I 1 EXIST. PANEL'IHCI" 1 400A BUS 480Y/277V,3P,4W 1 175/3 I± I 1 1 I I � I XFMR 71' ---+----, 112.5kVA _ PRI: 480A, 30, 3W I.... _.... a 1 = 1 SEC: 208Y/120V, 30, 4W I I I I ------.._..-----------------._---- -- ---- EXIST. PANEL'CBDP" _ - --- -- 400A BUS , 208Y/120V,3P,4W 40013 ------------------- 10013 100/3 ; I 1 1 1 1 I 1 1 I 1 I 1 I PANEL(S) BEING ------ ' ---------'------ MODIFIED IN SCOPE OF WORK i EXISTING ; EXISTING PANEL PANEL TLC4' i 12LC5' � + I I I L-------------------- J E chapuis design group architecturespa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com • ft 0 Project #: #22016657 ex Cart of Auth: 29701 • PROJECT FOR D ADVENTHEALTH - ZEPHYRH I LLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AdvieftntHealth c AHCA CLIENT CODE / FILE NUMBER: N/A 1 9/8/2022 JADDENDUM 1 MARK I DATE I DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT I THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT WA CIVIL ENGINEER N/A STRUCTURAL ENGINEER IWA MECHANICAL ENGINEER I TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER I CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY I MWH ,lop o V: No.76422 '•LA - .i !(�` 'OSTATE OF ��S'• FLORtOP.•G�`� ELECTRICAL ONE LINE POWER & GROUNDING A DIAGRAMS 12" = V-0" R PARTIAL ONE -LINE DIAGRAM NTS E-401 2 3 4 5 6 Project Status I E 1 2 3 i 4 5 6 -_ i BACK OF HOUSE LUMINAIRE SCHEDULE REV LUMINAIRE PERFORMANCE e TYPE MANUFACTURER REPRESENTATIVE CATALOG NUMBER DESCRIPTION DIMENSIONS ULIIP FINISH COLOR IIAFINISH TYPE MATERIAL MOUNTING LUMENS PACKAGE DISTRIBUTION CCT CRI WATT VOLTAGE ACCESSORIES NOTES u LIGHTOLIER 4RN-CAL-30-835-M-Z10U-C4RDL-CL ROUND RECESSED CHIP ON BOARD LED REGRESSED FROSTED LENS, 4" ROUND APERTURE MATCH INTERIOR 3000 33 BATTERY PACK DDI HALO COMMERCIAL HC4-30-D010/ HM412-835/ 41-MD-H , SELF -FLANGED AND INTEGRAL ELECTRONIC 3.2"-5.7" DEPTH DEPENDING ON SURFACE FOR SEMI-SPECULAR ALUMINUM RECESSED 3000 3500K 80 Z7 UNIVERSAL [IDENTIFY ANY SPECIAL DIFFUSERS INDY L4-28LM-35K-MVOLT-G4 WRI-GZI-P-CSS DRIVER. FLANGE SHALL MATCH CEILING ACTUAL LUMEN PACKAGE AND WHICH IT IS CLEAR REFLECTOR 2800 28 / FILTERS IF ANY) PRESCOUTE LTR-4RD-H-ML-30L-DM1 / LTR4RD-T-ML-35K48-MD-SS-WT FINISH UNLESS OTHERWISE NOTED. DISTRIBUTION INSTALLED 3003 38 R P B 17 DD11 HALO COMMERCIAL HC640DO10-HM634835-61NDH I GR SS F D L S, SELF -FLANGED AND INTEGRAL ELECTRONIC 4.,1 DEPTH DEPENDING ON SURFACE FOR ALUMINUM RECESSED 4000 3500K 80 41 UNIVERSAL BATTERY PACK INDY L6-40LM-35K-MVOLT-G4-80CRI-GZ1-P-CSS-PF DRIVER. FLANGE SHALL MATCH CEILING ACTUAL LUMEN PACKAGE AND WHICH IT IS 4000 42 PRESCOUTE LTR-6RD-H-40L-DMI-LTR-6RD-T-HL-35K-8-MD-SS-WT FINISH UNLESS OTHERWISE NOTED. DISTRIBUTION INSTALLED 4000 52 MM: MEDICAL HE WILLIAMS MDB-AER-G-HET-940,A-AF12125-W-FA-UNV STANDARD LUMEN 4000K 65 PROVIDE INTEGRAL LOW VOLTAGE HUBBELL MEDIMODE MDM-24-%40-GU-HLDA-LVCDSMX LED PATIENT ROOM MULTIFUNCTION LED AVER COATED DIE FORMED OUTPUT FOR AMBIENT VERIFY 88 CONTROLLER WITH DIMMING MM1 AMIGO L-SOL24-XXX-N-LED40-GLM LIGHT WITH READING, AMBIENT, AND EXAM 2'W X 41L X 4.750D MATTE WHITE ANTI -MICROBIAL STEEL HOUSING RECESSED AND READING FUNCTIONS WITH 90 62 UNIVERSAL CO WITH PILLOW KENALL MPC24-XX-25U45L/90L-IOK8.401C8-0CC-DV-SYM-LVCD FUNCTIONS. WITH ALUMINUM AND HIGH LUMEN OUTPUT EXISTING 175 SPEAKER AKER CONTROL S FAIL SAFE MPR3-GLD4-UNV-XX�STD-STD-STD-40-ED1D3-FA-OPL FOR EXAM FUNCTIONS FACILITY 114 RR: RECESSED CEILING MOUNT METALUX 22CZ2-39-UNV-L835-CD1-U SPECIFICATION GRADE ARCHITECTURAL 3900 35 RR2 DAYBRITE 2FGG38B-835.2-DS-UNV-DIM RECESSED WITH CENTER ILLUMINATED 2'W X 2'L X 3.5"D MATTE WHITE ENAMEL STEEL HEMMED RECESSED 3800 3500K 80 34 UNIVERSAL ACT CEILINGS PROVIDE CLIPS TO LITHONIA 2BLT2-33L-SDSM-EZ1-LP835 DIFFUSER SIDE FLANGES 3300 27 SECURE TO GRID COLUMBIA LCAT22-MMLG-EDU 3420 29 METALUX 24CZ2-45-UNV-L835-CD1-U SPECIFICATION GRADE ARCHITECTURAL 4500 43 RR3 DAYBRITE 2FGG42B-8354-DS-UNV-0IM34 RECESSED WITH CENTER ILLUMINATED 2'W X 4 L X 3.5"D MATTE WHITE ENAMEL STEEL HEMMED RECESSED 4200 3500K 80 34 UNIVERSAL ACT CEILINGS PROVIDE CLIPS TO LITHONIA 2BLT4-60L-SDSM-EZI-LP835 DIFFUSER SIDE FLANGES 6000 48 SECURE TO GRID COLUMBIA LCAT24-35MLGEDU 4914 39 XX:EXIT /EMERGENCY BEGHELLI BRU-SA-I.R-U-M SINGLE FACE ARCHITECTUAL EDGE LIT EXIT UL924 / 2 SURE -CITES EUX71 RWH . IDS AND SIGNPROVIDED WITH RED L DAMP WHITE /CLEAR ALUMINUM / 1.5 XX2 IXITRONIX S902-WB-SR-RC-WH LETTERS. FACE IS CLEAR, AND FIELD LOCATION FACE POWDER -COATED THERMO-PLASTI UNIVERSAL MOUNTING NA NA NA 5 UNIVERSAL HUBBELL CELSIRNE SSEELEECCTTABLE CHEVRONS, INTEGRAL LISTED C I BARY BEGHELLI BRU,SA-SA-U-M DOUBLE FACE ARCHITECTUAL EDGE LIT EXIT UL924 / 2 SURE -CITES EUX72RWH PROVIDED WITH RED LEDS AND SIGN. DAMP WHITE /MIRRORED ALUMINUM 1 1.5 XX3 IXITRONIX S902-WB-SR-RM-WH LETTERS. FACE IS MIRRORED, AND FIELD LOCATION FACE POWDER -COATED THERMO-PLAS11 UNIVERSAL MOUNTING NA NA NA 5 UNIVERSAL HUBBELL CELS2RNE SELECTABLE CHEVRONS, INTEGRAL LISTED C 1 BATTERY BON OF HOUSE LUMINAIRE FIXTURE SCHEDULE SPECIFIC NOTES 1. — E D D C C B B A A chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA e: www.exp.com Project #: #22016657 Cart of Auth: 29701 PROJECT FOR �� exp. ADVENTHEALTH - ZEPHYRHILLS ZL PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: N/A 1 IWM22 JADDENDUM1 MARK I DATE I DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT I N/A CIVIL ENGINEER WA STRUCTURAL ENGINEER WA MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER I CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER I CDG EQUIPMENT PLANNER I WA g].f:\' R1t*yA1��'T :J At `��� PQ�'�• •�,�GENS�e fiO �� s. = V No. 76422 �llf STATE OF O�'*S'• F�ORIDP.•�G?�� ��iS�4NA ELECTRICAL SCHEDULES E=601 I 1 2 3 4 5 6 Project Status _ -I 1 L ' . 1 2 I L 11111 p t7 l 11111 rhIT 1 II 1 11 1 I 1 I 1 fli, I11 1 ".I pi 1' 11 1 19'I- I _�11 ' 3 4 C B A � CB OPT : ST SHUNT TRIP, FR -100% RATED, L -LOCKABLE PAN ELBOARD: 2 LN5 ARC FAULT CIRCUIT INTERRUPTER AF - A.I.C. RATING: 1OkA VOLTAGE: 208YI12OV, 30, 4W GF GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: RECESSED (EXISTING) BUS RATING: 225 A Eo - ELECTRICALLY OPERATED, ss - SOLID STATE ENCLOSURE: NEMA 1 ERMS - ENERGY -REDUCING MAINTENANCE SWITCH MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: NORMAL BRANCH CKT CB CB ;CKT� LOAD TYPE NO! LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB : LOAD SERVED i NO LOAD TYPE - 1 : LIGHT - 2133-2137 - 20 1 - 0 0 - 1 20 RECEPTS 2136,2215,16 2 - _ 3 5 ' RECEPTS 2136-2137 - RECEPTS 2135-2136 20 20 1 - 1 0 I 0 ' 0 0 = 1 1 20 20 ! - RECEPTS 2132-34 _ 4 - RECEPTS 2136 6 _ �- 7 RECEPTS 2134 20 1 - 0 0 - 1 20 - -� SPARE 8 - _-- 9 RECEPTS 2134-2135 20 1 - 0 0 i - 1 20 -SPARE -10 - - 11 SPARE - 20 1 1 0 0 1 20 - SPARE 12 - 13 SPARE 20 1 ` 0 0 - 1 20 SPARE 14 e _ T 15 SPARE 20 1 Y 0 0 - 1 20 - - SPARE 6 - 19 SPARE 20 ! 1 - 0 0 0 0 - 1 20 - ! 1 20 SPARE SPARE 18 20 - - - 21 SPARE 20 1 -- 0 0 - 1 20 - SPARE 22 - -. -_ _ 23 SPARE 20 . 1 - - I 0 0 - 1 20 - 321 REC. 244 - 25 SPARE -- --- - 20 _ _ - ! 0 0 - 1 1 20 j - 321 REC. -- - t 26 - - - 27 SPARE --- - 20 1 - ! 0 0 - 1 20 321 REC. 28 - 29t��9 REC. 20 1 - 0 0 - 1 20 - 221 & 225 REC. 30 - 31REC. 20 1 1 - 0 0 - 1 20 229 REC. 32 33 219 REC. - - 20 1 0 0 - 1 20 - 271, 273, & 273A REC. 34 - 35 207,209,& 213 REC. - j 20 1 e 0 1 900 ! 1 20 CONV. RECEP 36 RECEPTACLE J' 37 265,267A 322 REC. 20 1 - 0 900 1 20 _ CONV. RECEP 38 RECEPTACLE - 39 SPARE 20 1 - 0 720 1 1 1 20 CONV. RECEP 40 RECEPTACLE - 41 SPARE -' 20 1 - 0 ' 0 - 1 20 - SPARE j 42 j - - 43 12256 REC. 20 1 - 0 0 1 20 1 RECEPTS - PCU#16 44 : RECEPTACLE -... - 45 12255 REC. 20 1 - 0 0 j - 1 1 20 - 2250 REC.- 46 - L 47 2254 REC, 20 1 - 0 0 1 20 RECEPTS - PCU#15 48 RECEPTACLE - 49 2253 REC. 2 i0 1 - 0 0 - 1 20 - 2255 REC. 50 ! - - _ 51 '! 2252 REC. - 20 1 -- 0 0 1 00 _ RECEPTS - PCU#14 52 ! RECEPTACLE ... r - 53 2251 REC. 20 1 : - 0 0 - 1 20 ! - 2254 REC. 54 - - 55 SPACE - - - -- 0 0 1 1 20 RECEPTS - PCU#13 56 RECEPTACLE ... = 57 I SPACE 0 0 - 1 20 2253 REC 1 58 - 59 SPACE e e 0 0 1 20 : RECEPTS - PCU#12 - 60 RECEPTACLE - - 61 ' SPACE - - -_ 0 0 - 1 20 2252 REC 62 - - 63 SPACE - - - 0 0 1 20 RECEPTS - PCU#11 64 RECEPTACLE ... 0 0 - 1 20 2251 REC 6 - - !, 67 ! SPACE - - - 0 0 - 1 - - - SPACE -- 68 - - --- 69 !SPACE - - - 0 0 - - - SPACE 70 - - 71 SPACE - - - I 0 0 - - - SPACE 72 - - 73 :SPACE - - - 0 0 -- - - SPACE 74 - - 75 !SPACE - - 0 0 - - - SPACE - 76 -� - _— 77 'SPACE - - - 0 0 - - - - SPACE 78 - - 79 !SPACE - - - 0 0 I - - SPACE 80 - - 81 ISPACE - - - 0 0 - - - - SPACE 82 - - 83 SPACE - - - - - 0 0 - - - SPACE 84 TOTAL LOAD: 8800 VA 8620 VA 8800 VA 0 VA 0 VA 0 VA PANEII CA„GONI ECTED3" DEMAND FACTOR LEGEND LWTM, LOAD RECEPTACLE - HOSPITAL O VA ELEVATOR PER NEC 620.14 MOTO 100°/� pANFOTilkt.3 _ RECEPTACLE 2520 VA ! HOTEL PER NEC 220.42 HEAT 100% TOTAL, CONNI CM LOAD, 26220 VA _ - EXISTING LOAD 23700 VA KITCHEN PER NEC 220.56 MISC 100% TOTAL DEMAND LOA6, ""," ' 26220 VA ~ RECEPTACLE PER NEC 220.44 LIGHTING 1.25 TOTAL 0EWX0 CURRW-' 73 A RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE ' 208Y/12OV, 30, 4W UNIT PANEL PER NEC 220.84 NON -COINCIDENT... 100% SPAR1'LOAD-CAPACITY" ` 0 X-RAY PER NEC 517.73(2) EV CHARGE 1125% PANEL.AMPS, :' 73 A NOTES & SPECIAL OPTIONS: PANELBOARD:2LC5 (EXISTING) BUS RATING: 225 A/120V, 30, 4W MAIN: MLO 5 CB OPT: sT - SHUNT TRIP, FR -100% RATED, L - LOCKABLE AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 1OkA GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: RECESSED Eo - ELECTRICALLY OPERATED, ss - SOLID STATE ENCLOSURE: NEMA 1 ERMS - ENERGY -REDUCING MAINTENANCE SWITCH cu _;:01 IIPAAPI IT =01 IAIr1 FAI 11 T I4nmA1 BRANCH TYPE: CRITICAL BRANCH CKT LOAD TYPE 1 NO I LOAD SERVED CB P CB OPT A (VA) ! B (VA) C (VA) CB OPT P CB LOAD SERVED CKT! NO LOAD TYPE RECEPTACLE 1 CONV. RECEP 20 1 540 0 - 1 2 SPARE - �1 2 -- RECEPTACLE 3 CONV. RECEP 20 1 900 0 - 200 SPARE 4 _ _ - 5 SPARE _ - 20 1 - 0 0 - 11 20 SPARE 6 _ 7 SPARE _ -'I 20 11 0 0 - - 1 20 209 REC. TELE, CPUs & COM RM 8 9 i SPARE 21 0 - 1 20 209 REC. TELE, DESK 10 - 0 0 - -- - -� ---� 0 0 � 1 20 207 & 269 REC. - --- �-- y 12 - - 13 211 REC. - 20 1 _--- 0 I - 20 ; - BLOOD GAS REC. 14 _ - -- - - 15 1211A REC. 0 1 - 0 0 - 1 120 j 321 FUTURE LAB1- - 17 SUB STATION PCU REC. 20 1 - I 0 0 - 11, 20 4 321 FUTURE LAB 18 - 19 CORRIDOR 217 REC. 20 1 1 0 0 - 1 1 20 ! 300 REC.0 _ - -~I _ - j 21 SUB STATION PCU REC. 23 SUB STATION PCU REC. _ _ _ 20 -� 0 0 - 1 20 - 303 REC. REFRIDGERATOR 22 2 - 20 - 0 0 - 1 20 - 300 REC. ICE MACHINE - LIGHTING_ 25 LIGHTING - IT & EVS -� _ 20 j 1 1 129 0 - 1 20 - SPARE _ 26 - 27 207,227 & 229 LIGHTING 20 1 : - 0 0 1 j 20 RECEPTS -PCU#16 28 RECEPTACLE-... - 29 SPARE 20 1 ! - 0 0 1 20 RECEPTS - PCU#16 30RECEPTACLE -... - 31 SUB STATION PCU REC. 20 1 - 0 0 1 20 RECEPTS - PCU#15 32 RECEPTACLE ... - 33 2251,52,53,54,55,& 56 REC. 20 - 0 0 1 20 RECEPTS -PCU#15 34 RECEPTACLE ... RECEPTACLE -... 35 RECEPTS - PCU#12 ____ ___ 20 1 j 1 0 0 1 20 RECEPTS - PCU#14 36 RECEPTACLE ... RECEPTACLE -.,. 73 RECEPTS - PCU#12 20 1 0 0 1 20 r RECEPTS - PCU#14 38 RECEPTACLE -... RECEPTACLE ... 39 RECEPTS - PCU#11 20 1 0 0 1 20 1 RECEPTS •PCU#13 40 RECEPTACLE RECEPTACLE 41 ,RECEPTS •PCU#11 20 1L 0 0 1 20 RECEPTS - PCU#13 42 RECEPTACLE-.. _ TOTAL LOAD: 8702 VA 8933 VA - 8033 VA OVA OVA 1 OVA - PANEL CALCULATIONS: CONNECTED - DEMAND DEMAND FACTOR LEGEND LOAD TYPE-- LOAD'' I I� LIGHTING _ 129 VA - _ ELEVATOR PER NEC 620.14 MOTOR ! 1 0 PANEL TOTALS RECEPTACLE - HOSPITAL 0 VA HOTEL PER NEC 220.42 HEAT 100% TOTAL CONNECTED) LOAD 25668 VA RECEPTACLE 1440 VA KITCHEN PER NEC 220.56 MISC 100% TOTAL DEMAND LOAD 25700 VA EXISTING LOAD 24099 VA RECEPTACLE PER NEC 220.44 LIGHTING 1.25 TOTAL DEMAND CURRENT' - 71 A RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE 208Y/12OV, 30, 4W - UNIT PANEL PER NEC 220.84 NON -COINCIDENT... 100% SPARE LOAD CAPAt►IITY % 0 X-RAY PER NEC 517.73(2) EV CHARGE 125% ~ PANEL AMPS " 71 A �I NOTES & SPECIAL OPTIONS: PAN ELBOARD: 2 LC4 CB OPT: ST - SHUNT TRIP, FR -100% RATED, L - LOCKABLE AF - ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 1OkA VOLTAGE: 208YI12OV, 30, 4W (EXISTING) ) GF- GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: Eo -ELECTRICALLY OPERATED, ss -SOLID STATE RECESSED BUS RATING: 225 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: MLO EP - EQUIPMENT GROUND FAULT (3OmA) L BRANCH TYPE: CRITICAL BRANCH 'CKT CB CB CKT LOAD TYPE I NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P I CB LOAD SERVED NO LOAD TYPE - 1 _ LIGHTS - 2132 - 2137 20 1 - 0 0 - 1 20 - RECEPTS 2215 & 2237 2 - 3 SPARE 2-0 1 -- 0 0 - ! 1 ! 20 ------ , RECEPTS_ 2134, 2135, 2137 4 - _ -� - 5 ISPARE 20 1 1 0 0 - 1 20 - SPARE 6 - RECEPTACLE ... 7 RECEPTS - PCU#1 _ _ 20 1 0 0 1 20 RECEPTS - PCU#5 _ 8 RECEPTACLE -... RECEPTACLE ... 9 RECEPTS - PCU#1 20 1 0 0 1 20 RECEPTS - PCU#5 10 RECEPTACLE -... RECEPTACLE -... _ 11 RECEPTS - PCU#2 20 1 ( 0 0 1 20 RECEPTS - PCU#6 12 RECEPTACLE -... RECEPTACLE -... 13 RECEPTS - PCU#2 20 1 0 0 ! 1 20 RECEPTS - PCU#6 _ 14 RECEPTACLE -... RECEPTACLE -... 15 RECEPTS - PCU#3 20 1 ! 0 0 1 20 RECEPTS - PCU#7 16 RECEPTACLE -... RECEPTACLE -... 17 RECEPTS - PCU#3 20 1 0 1 0 1 ' 1 20 RECEPTS - PCU#7 _ 18 RECEPTACLE ... RECEPTACLE -... 19 RECEPTS - PCU#4 20 1 0 0 1 20 RECEPTS - PCU#8 20 RECEPTACLE ... RECEPTACLE ... 21 RECEPTS - PCU#4 20 1 1 I 1 0 0 1 120 RECEPTS - PCU#8 22 RECEPTACLE ... - 23 � SPARE 20 1 -_ 0 0 1 20 RECEPTS - PCU#9 _ 24 RECEPTACLE -... , - 25 SPARE -- 20 1 - 0 0 i 1 1 20 RECEPTS I. PCU#9 26 RECEPTACLE -... - 27 _ !SPARE 20 1 - 0 0 1 20 RECEPTS - PCU#10 28 RECEPTACLE -... - 29 !SPARE 20 1 - 0 0 1 1 20 RECEPTS - PCU#10 30 RECEPTACLE -... - 31 _ � SPARE 20 1 - 0 0 - 1 20 - SPARE 32 - - 33 ;SPARE 20 1 - 0 0 - 1 . 20 -SPARE 34 - _ - 35 _ ISPARE 20 1 - 0 0 - 1 20 - SPARE 36 - - 37 SPARE - 20 1 - 0 0 - 1 20 - SPARE 38 - - 39 SPARE 20 . 1 - 0 0 - 1 20 SPARE 40 - - 41 -_ SPARE --- 20 1 - 0 0 - j - 1 20 SPARE _ _ - 42 - TOTAL LOAD: 11431 VA 11431 VA 11431 VA _- 0 VA j 0 VA j OVA PANEL CALCULATIONS: CONNECTED DEMAND FACTOR LEGEND ! LOAD TYPE' LOAD RECEPTACLE - HOSPITAL 0 VA ELEVATOR PER NEC 62014 MOTOR 100% PANEL. TOTALS - _ EXISTING LOAD 3429 V HOTEL PER NEC 220 42 HEAT 1 /00 TOTAL CONNECTED LOAD, 34293 VA _ KITCHEN PER NEC 220.56 MISC 100% TOTAL DEMAND LOAD � 34293 VA � RECEPTACLE PER NEC 220.44 LIGHTING 1.25 TOTAL DEMAND CURRENT 195 A RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% VOLTAGE` 208Y/120V, 30, 4W - UNIT PANEL PER NEC 220.84 iNON-COINCIDENT... 100% I SPARE LOAD CAPACITY V 0 — - -- _ - X-RAY PER NEC 517.73(2) EV CHARGE 125% 1 PAN. AMPS" 95 A NOTES & SPECIAL OPTIONS: 1 PANELBOARD: 2LN4 CB OPT: ST - SHUNT TRIP, FR -100% RATED, L - LOCKABLE AF-ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 1OkA InF-GROUND FAULT CIRCtJIT INTFRRtJPTFR _...._..._ ________ (EXISTING) VVLIAVL . cvon Icvv, ow, &rvv EO- ELECTRICALLY OPERATED, ss - SOLID STATE MVYFIIIN%;- mckI caocu BUS RATING: 225 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: NORMAL BRANCH !, CKT' I CB i _ li CB I^- -, - -- -- - - I CKT I LOAD TYPE NO LOAD SERVED CB P OPT A (VA) B (VA) C (VA) OPT P CB LOAD SERVED NO LOAD TYPE - ! 1 1 SPARE 20 1 0 540 1 20 RECEPTS - PCU#6 � 2 RECEPTACLE ... - 3 ;SPARE --- --- -_--- �- - -- - 20 I 1 I 1 ---; j _ _ 0 I 0 - 1 ' 20 -- SPARE - -- - 4 � - - -+ 5 SPARE 20 - 0 0 - 1 20 SPARE 6-- �- 7 2266 REC. 20 j 1 - - 0 - 0 _' - 1 20 - 2261,62,63,64,65,66 REC. 8- �I - 9 i 2266 REC. 20 1� - 0 0 - 1 20 2261 REC. SUB STATION PCU REC. 10 - 11 2261 REC. 20 1 0 0 1 20 RECEPTS -PCU#3 12 RECEPTACLE ... RECEPTACLE -� 13 RECEPTS -PCU#5 20 1 0 0 I 1 20 RECEPTS - PCU#2 14 RECEPTACLE -... RECEPTACLE ... 15 . RECEPTS • PCU#4 20 1 0 0 1 20 RECEPTS -PCU#1 16 RECEPTACLE ,.. - 17 12265 REC. --- - 20 1 _ ! - 0 0 - 1 20 -- 2263 REC. -- 18 19 2265 REC. - 20 1 1 - 0 0 - 1 20 - 2263 REC. 20 21 12264 REC. 20 1 - 0 0 -- 1 20 - 2262 REC.- - 23 12264 REC. 20 1 0 0 1 20 ! - 2262 REC. - ~24 -- -- - 25 - 2261 REC. - - 20 1 _- - t 0 0 - 1 20 2260 REC. -- 26 - 27 2261 REC. 20 1 - 0 0 - 1 20 2260 REC. 28 - - 29 SUB STATION PCU REC.- 20 1 - 0 0 1 1 20 RECEPTS - PCU#7 30 RECEPTACLE , - 31 12257, 58, 59, 60 REC. - 20 1 - 0 0 1 20 RECEPTS - PCU#6 32 RECEPTACLE 33 ! 2259 REC. 20 1 -1 0 0 1 ! 20 RECEPTS - PCU#9 _ 34 RECEPTACLE ... - 35 2259 REC. - 20 1 - 0 0 1 20 RECEPTS - PCU#10 36 RECEPTACLE -.. - ' 37 1 2258 REC. 20 1 1 0 0 - - 1 ! 1 20 2257 REC. 38 1 _- - 39 2258 REC. _ 20 1 - 0 0 - 1 20 j 2257 REC. - - 41 SPARE 20 1 - 0 0 - 1 20 SPARE 42 - TOTAL LOAD: 10015 VA 10000 VA 10000 VA I 0 VA OVA 0 VA PANEL CALCULATft a CONNECTED" DEMAND FACTOR LEGEND LOAD TYPE " LOAD. RECEPTACLE - HOSPITAL - 540 VA - — --- - ELEVATOR PER NEC 620.14 MOTOR100% PANA "A- ' EXISTING LOAD 30000 VA - _-_ HOTEL PER NEC 220.42 ° HEAT 100/° TOTAL CONNECTED LOAD 30005 VA KITCHEN PER NEC 220.56 MISC 100% TOTAL DEMAND, LOAD` = 30001 VA -� RECEPTACLE PER NEC 220.44 LIGHTING 1.25 TOTAL DENIM CURRENT,: 83 A _- RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% ' VOLTAGE" 208Y/12OV, 30, 4W UNIT PANEL PER NEC 220.84 NON -COINCIDENT... 100% SPARE LOAD CAPACITY — X-RAY PER NEC 517.73(2) EV CHARGE 125% PANEL AMPS, 83 A NOTES & SPECIAL OPTIONS: i 6 GENERAL NOTES: 1 ALL PANEL SCHEDULES SHOWN ARE EXISTING. BOLD ITEMS SHOWN ON EXISTING PANEL SCHEDULES INDICATE NEW. F9 chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA 04 leiso www.exp.com y Project #: #22016657 Cert of Auth: 29701 PROJECTFOR D ADVENTHEALTH - ZEPHYRHILLS I& PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: N/A I 1 9/8/2022 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGERITEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER ; N/A - MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY MWH A V No. 76422 �lU �"0 a: Q •• STATE OF //s`0NA 1,�����. ELECTRICAL PANEL SCHEDULES A 2 3 4 2LN5 2LN4 2LC5 2LC4 5 6 PANEL INDEX E=602 Project Status I" —' - _ L- - -I -- i - - I I I - I L l- i s_J 1 11 AL —1 ' -L --i 1 1 1 1 - 1,11I'T4'wl� ' L r l 1 . I ! E 0 C A 1 2 3 4 5 6 PAN E LBOARD: 2 H C 1 CB OPT: ST - SHUNT TRIP, FR -100% RATED, L - LOCKABLE AF -ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 14kA VOLTAGE: 480YI277V, 30, 4W GF-GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: RECESSED (EXISTING) BUS RATING: 125 A EO - ELECTRICALLY OPERATED, ss - SOLID STATE ENCLOSURE: NEMA 1 ERMS - ENERGY -REDUCING MAINTENANCE SWITCH MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: CRITICAL BRANCH CB CB CKT 1CKT LOAD TYPE NO LOAD SERVED CB P OPT A A B A C A OPT P CB �) �) �) LOAD SERVED ! NO LOAD TYPE - 1 ICU OFFICE LIGHTING 20 1 - � 0 0 - - i 20 --SPARE 2 1 - _ ICU OFFICE LIGHTING 20 1 � -- - 0 SPARE _ 4 LIGHTING 5 LIGHTING -PATIENT ROOMS 1.10 20 �1 1750 0 - 1 20 SPARE 6 - LIGHTING 7 LIGHTING - PATIENT ROOMS 11-16 20 1 1726 0 ! 1 - 20 SPARE 8 -- _ - 9 2201 - 2212 LTG - 20 1 - 0 0 - 1 20 1-- SPARE _ 10 - �I _ - 11 'LIGHTING 3RD FL NURSE ST. - 20 1 _ 0 0 - 1 20 SPARE 12 - _— - ! 13 SPACE -- - - 0 0 - - _ - SPACE 14 - - 15 17 SPACE SPACE - - 0 0 0 0 - - _ - SPACE SPACE 16 18 _ - 19 SPACE 0 0 - - -SPACE 20 - - 21 SPACE 0 0 - - - SPACE - 23 SPACE - - - 0 _ 0 - - - SPACE 24 - - �_ 25 SPACE - - 0 0 i - - - SPACE 26 - _ - 27 SPACE -- -- - - 0 0 - - - - SPACE 28 ! - - - - - - 1�- - 29 SPACE 0 0! _ - SPACE 1 30 -- - -- TOTAL LOAD: 4726 VA 3000 VA 4750 VA _� 0 VA 0 VA 0 VA PANEL CALCULATIONS. CONNECTED DEMAND FACTOR LEGEND j LOAD TYPE. LOAD LIGHTING 3476 VA ELEVATOR PER NEC 620.14 MOTOR 100% PANEL TOTALS: EXISTING LOAD 9000 VA HOTEL PER NEC 220.42 HEAT' 100% TOTAL CONNECTED LOAD ` 12476 VA KITCHEN PER NEC 220.56 MISC : 100% ( TOTAL DEMAND LOAQ 13345 VA RECEPTACLE PER NEC 220.44 LIGHTING 1.25 TOTAL DEMAND CURRENT 16 A - RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR125% VOLTAGE=' 480Y/277V, 30, 4W UNIT PANEL PER NEC 220.84 NON-COINCIDEN 100% SPARE LOAD CAPACITY % 0 X-RAY PER NEC 517.73(2) EV CHARGE 125% PANEL AAM, 16 A NOTES & SPECIAL OPTIONS: PANELBOARD: 2HN1 (EXISTING) BUS RATING: 125 A/277v 30, 4W MAIN: MLO CB OPT: sT - SHUNT TRIP, FR -100% RATED, L - LOCKABLE AF - ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 14kA GF - GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: RECESSED EO - ELECTRICALLY OPERATED, ss - SOLID STATE ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: NORMAL BRANCH LOAD TYPE CKT NO LOAD SERVED CB ! P �CB OPT A (VA) B (VA) j C (VA) CB T�- OPT P CB - LOAD SERVED CKT NO LOAD TYPE - - 1 ATRIUM LTG 2ND,3RD, & 4TH FLR - i 20 1 - 0 0 - 1 20 - COVE LIGHTING 2 - _ - - 31 5 ATRIUM LTG 2ND,3RD, & 4TH FLR -1 2201,2,3,4,5,6,7,8,9,10 LTG - 20 20 1 1 - - ! 0 1752 0 890 - _ 1 20 20 - - - PCU - CORRIDOR LIGHTING LIGHTING - PCU WING 1 ��- 4 6 i LIGHTING j LIGHTING LIGHTING 7 LIGHTING - PATIENT ROOMS 7-10 20 1 _ 398 0 1 _1 �1 20 - COVE LIGHTING SOUTHWEST 8 - LIGHTING 9 LIGHTING -PATIENT ROOMS 1-6 20 1 1 503 0 _ 20 SPARE 10 - - 11 _ 2ND FLR CAN LIGHTS ELEV LOBBY - 20 1 - 0 0 - 1 20 SPARE 12 - - - - 13 15 17 SPARE - COVE LIGHTING OFFICE EAST - 1 SPARE - ! 20 20 20 1 1 1 - - - 0 0 0 1 0 0 0 - 1 - 1 - 1 20 20 20 SPARE 1-- SPARE -SPARE 14 16 18 - ! - j - 19 'SPACE _ - - _ _ 0 0 - -- SPACE 20 - - - 125 21 23 SPACE SPACE - - - - - 0 ! 0 0 0 1 0 0 - - - - -- - -- _ SPACE SPACE -- SPACE �221� 21 4 26 - - - _ 27 !: SPACE _ _ _ 0 0 1 - _ - SPACE 28 - - 29 SPACE _ _ _I 10 0 - - SPACE 30 _ - 1 TOTAL LOAD: 5898 VA 0 VA 7755 VA 6390 VA 0 VA 0 VA PANE CALCULATMS,.' CONNECTED LOAVTYPE' l LOAD DEMAND FACTOR LEGEND - PAM TOTAL$ . CONNECTED LOAD 20043 VA DEMAND LOAD 20929 VA - -- TOTAL DIEMAND CURRENT; 25 A VOLTAGE 1480Y/277V, 30, 4W LOAD CAPACITY:% 0 --- PANEL AMPS, 25 A - - LIGHTING 3543 VA ELEVATOR --- PER NEC 620.14 _ MOTOR 100% EXISTING LOAD 16500 VA I HOTEL PER NEC 220.42 HEAT 100%TOTAL _ __ KITCHEN PER NEC 220.56 MISC 100% ;TOTAL - - RECEPTACLE RECEPT(HEALTHCARE) PER NEC 220: � — LIGHTING i,1.25 PER NEC 220.42 LARGEST MOTOR 125% UNIT PANEL X-RAY PER NEC 220.84 ;NON -COINCIDENT... 100% ISPARE PER NEC 517.73(2)— EV CHARGE 125% 1 NOTES & SPECIAL OPTIONS: i PAN ELBOARD: 1 H L1 CB OPT: ST - SHUNT TRIP, FR -100% RATED, L - LOCKABLE AF - ARC FAULT CIRCUIT INTERRUPTER A.I.C. RATING: 14kA (EXISTING) VOLTAGE: 480Y/277V, 30, 4W GF-GROUND FAULT CIRCUIT INTERRUPTER MOUNTING: SURFACE EO - ELECTRICALLY OPERATED, ss - SOLID STATE BUS RATING: 125 A ERMS - ENERGY -REDUCING MAINTENANCE SWITCH ENCLOSURE: NEMA 1 MAIN: MLO EP - EQUIPMENT GROUND FAULT (30mA) BRANCH TYPE: LIFE SAFETY BRANCH CKT LOAD TYPE No _LOAD SERVED _ _ - CB B I P OPT CB CKTI A (VA) B (VA) (VA) OPT P CB LOAD SERVED NO LOAD TYPE J - 1 STAIRWELL L LTS _ 20 1 _C 0 525 1 20 2ND FL. EGRESS PCU CORR. 2 LIGHTING - 3 STAIRWELL J LTS 20 1 _- - 0 0 _ - 1 20 - 2ND FL. EGRESS ICU CORR. 4 - - �7 5 STAIRWELL K LTS _ 20 OUTSIDE LTG/EM LT ELEC RM. 20 1 1 - 0 0 0 0 - 1 1 20 20 - BREAST CTR. OBGYN EG. EXIT LTG 6 _ - - - - 1ST FL. BED HALLWAY EXT LTG 8 - - 9 GRD. FL. EGRESS+EXIT LTG 20 1 - 0 0 - 1 20 1ST FL. EGRESS+EXIT LTG 10 - 1 11 XFMR T-2 0 0 - , 2 20 1- OUTSIDE LTG �2 -4 - - 13 -' 50 3 - 0 0 - 14 1 _ 15 _ 17 SPACE - - - 0 0 0 0 - 1 - 1 20 20 SPARE GARDEN CORR. EGRESS EXIT LTG 16 18� - --- _ 19 SPACE - - - 0 0 - 1 20 GRD. FL + BREAST CTR EGRESS 20 - - _ 21 SPACE - - - 0 0 - 1 20 3RD FL. EGRESS EXIT LTG 22 - - 23 LOBBY EXIT LTS+EXIT DOOR LTS 20 1 1 - 0 0 - 1 20 2ND FL. PCU, ICU,CORR, EXIT LTG. 24 - ___ - 25 EM LTS+EXIT LTS CHAPEL - 20 1 - 0 0 - - - - SPACE 26 - - 27 _ SPACE - - - 0 0 - - : - - - SPACE 28 - 29 - 31 SPACE SPACE - - - - - - 0 0 f ! 0 0 - �- - - - - SPACE _ SPACE 30 32 - - - 33 SPACE _ _ _ 0 0 _ _ IT_ _ _ SPACE 34 - - 35 - 37 SPACE SPACE - - - 0 0 0 0 I - - 1 SPACE 36 1- 38 40 SPACE _ 0 0 = 13 20 -- SPD - Y39 - 41 SPACE - - - - 0 0 42 --- TOTAL LOAD: 12992 VA_ 12467 VA _ _ 12467 VA Q VA 0 VA 0 VA - PANIEIL CALCUI AT04, CONNECTtEIIY� DEMAND FACTOR LEGEND LOAD TYPE LOW PANEL19M& TOTAL CONNECTE1111LOAD. 37926 VA � TOTAL DEMAND LOAD 38057 VA TOTAL DEMAND CI,EREi' 46 A - 480Y/277V, 30, 4W �[{E LOAD CAPACIITY %"�46 LIGHTING 525 VA ELEVATOR PER NEC 620.14 MOTOR 100% _-_- EXISTING LOAD 37401 VA - - - HOTEL PER NEC 220.42 HEAT 1 0 KITCHEN -- -- - PER NEC 220.56 MISC 100% — -- -- RECEPTACLE PER NEC 220.44 LIGHTING 1.25 1 RECEPT(HEALTHCARE) PER NEC 220.42 LARGEST MOTOR 125% IVOLTAGI UNIT PANEL — --- -- - -- - PER NEC 220.84 NON -COINCIDENT... 100% - --EV X-RAY PER NEC 517.73(2) CHARGE 125 /o PANELA Ao— - — _ E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com *S�y ex Project #: #22016657 Cert of Auth: 29701 � PROJECT FOR D ADVENTHEALTH - ZEPHYRHILLS 0 PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE/ FILE NUMBER: N/A 1 19/8/2022 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER: TEC PROJECT ARCHITECT I THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A - - - - CIVIL ENGINEER N/A STRUCTURAL ENGINEER' N/A - - MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 -ELECTRICAL ENGINEER; CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY 'i MWH `�� �S• I. A U ' No. 76422 •';`r1'�`I�`�` OSTATE OF ' •j i�T�S. F�ORIQP. ••G��`� 11111 ELECTRICAL PANEL SCHEDULES A SCALE J a T M N r o N NOTES & SPECIAL OPTIONS: 1 2 3 4 5 I 2HN1 2HC1 1 HL1 6 PANEL INDEX E=603 Project Status 1 II 11 1' 11, I In" I ' 11 1 - II ! I I I I l ' I It ! I _ I _ I ?I11 _Iper! 11wrl E C B A 2 a 1 2 61 G15-32.004 ENGINEERING DOCUMENT INFO. 61G15-32.004 (2)(A-M): A. POINT OF SERVICE: THE POINT OF SERVICE CONSISTS OF AN 8" FIRE MAIN THAT SERVES THE FIRE HYDRANTS ON SITE. 8" FIRE MAINS SHALL BE PROVIDED WITH A BACKFLOW PREVENTION DEVICE ASSEMBLY. TWO FIRE DEPARTMENT CONNECTIONS SHALL BE PROVIDED AS REQUIRED FOR HIGH-RISE BUILDINGS. B. APPLICABLE CODES AND STANDARDS: IN ADDITION TO LOCAL ORDINANCES, APPLICABLE CODES AND STANDARDS ARE AS FOLLOWS: • FLORIDA BUILDING CODE, SEVENTH EDITION • FLORIDA FIRE PREVENTION CODE, SEVENTH EDITION • NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION • NFPA 25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FIRE PROTECTION SYSTEMS, 2014 EDITION C. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA SHALL BE AS FOLLOWS: LIGHT HAZARD (LH): PAITIENT ROOMS, CORRIDORS, OFFICES, BATHROOMS AND AREAS OF SIMILAR FIRE LOAD. ORDINARY HAZARD GROUP 1 (OH1): MECHANICAL ROOMS, ELECTRICAL ROOMS, AND AREAS OF SIMILAR FIRE LOAD. ORDINARY HAZARD GROUP 2 (OH2): STORAGE AREAS AND AREAS OF SIMILAR FIRE LOAD. D. DESIGN APPROACH SCOPE OF WORK CONSISTS OF THE INSTALLATION OF A NEW FIRE SPRINKLER SYSTEM. LIGHT HAZARD: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING EXPOSED STEEL SUPPLY PIPING ROUTED BELOW STRUCTURE. IN ROOMS/AREAS PROVIDED WITH CEILINGS PIPING SHALL BE LOCATED ABOVE THE CEILING. PIPING SHALL SUPPLY UPRIGHT SPRINKLER HEADS IN EXPOSED AREAS AND CONCEALED PENDENT SPRINKLER HEADS IN ROOMS PROVIDED WITH CEILINGS. DESIGN DENSITY: 0.10 GPM/SQ. FT. FOR A 1,500 SQ. FT. AREA OF SPRINKLER OPERATION. HEAD TEMPERATURE RATING:155 DEGREE F. SPACING: FOR STANDARD COVERAGE HEADS, 15 FT. MAXIMUM WITH A MAXIMUM PROTECTION AREA OF 225 SQ. FT. AREA REDUCTION ALLOWED PER NFPA. ORDINARY HAZARD GROUP 1: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING EXPOSED STEEL SUPPLY PIPING ROUTED BELOW STRUCTURE. IN ROOMS/AREAS PROVIDED WITH CEILINGS PIPING SHALL BE LOCATED ABOVE THE CEILING. PIPING SHALL SUPPLY UPRIGHT SPRINKLER HEADS IN EXPOSED AREAS AND CONCEALED PENDENT SPRINKLER HEADS IN ROOMS PROVIDED WITH CEILINGS. DESIGN DENSITY: 0.15 GPM/SQ. FT. FOR A 1,500 SQ. FT. AREA OF SPRINKLER OPERATION. HEAD TEMPERATURE RATING: 155 DEGREE F. SPACING: FOR STANDARD COVERAGE HEADS, 15 FT. MAXIMUM WITH A MAXIMUM PROTECTION AREA OF 130 SQ.FT. AREA REDUCTION ALLOWED PER NFPA. ORDINARY HAZARD GROUP 2: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPED AUTOMATIC SPRINKLER, USING STEEL SUPPLY PIPING LOCATED ABOVE THE CEILING, WITH PIPE DROPS TO STANDARD COVERAGE PENDENT HEADS LOCATED IN THE CEILING. DENSITY: 0.20 GPM/SQ. FT. FOR A 1500 SQ. FT. AREA OF SPRINKLER OPERATION. HEAD TEMPERATURE RATING:155 DEGREE F. SPACING: FOR STANDARD COVERAGE HEADS, 15 FT. MAXIMUM WITH A MAXIMUM PROTECTION AREA OF 130 SQ. FT. AREA REDUCTION ALLOWED PER NFPA 13. FIRE STOPPING FOR STEEL PIPE PENETRATING A CONCRETE FLOOR OR A CONCRETE BLOCK WALL: UL SYSTEM NO. C-AJ-1001, USE 3M TYPE CP ZSWB + CAULK, F RATING 3 HRS. E. CHARACTERISTICS OF WATER SUPPLY: EXISTING WATER MAIN WILL FEED THE PROJECT. DURATION SHALL BE GOOD BASED ON THE HYDRANT FLOW TEST SHOWN IN ITEM (F) BELOW. F. FIRE FLOW TEST: FIRE SPRINKLER CONTRACTOR TO OBTAIN NEW FLOW TEST WITHIHN SIX MONTHS OF PERMIT • HYDRANT NO: • STATIC PRESSURE: • RESIDUAL PRESSURE: • FLOW RATE: • DATE OF TEST: G. VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER: THE FIRE SPRINKLER SYSTEMS FOR THE BUILDING SHALL HAVE A WATER FLOW SWITCH WITH A LOCAL AUDIBLE ALARM AND REMOTE STATION MONITORING. THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHUT-OFF VALVES AND ANY OTHER SHUT-OFF VALVES USED IN THE WATER SUPPLY PIPING FOR THIS SPRINKLER SYSTEM SHALL HAVE TAMPER SWITCHES WITH FIRE ALARM MONITORING. H. THE WATER PURVEYOR TO THIS DEVELOPMENT REGULARLY MAINTAINS AND TESTS THAT THEIR WATER IS IN COMPLIANCE WITH ALL STATE AND FEDERAL DRINKING WATER STANDARDS. THE SUPPLY IS MONITORED AND AS SUCH IT IS OF A QUALITY THAT WOULD NOT BE REASONABLY EXPECTED TO LEAD TO MIC. I. BACKFLOW PREVENTION AND METERING SPECIFICATIONS: THE BACKLFOW PREVENTION DEVICE ASSEMBLY AND THE METERING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE LOCAL WATER PURVEYOR. THE BACKFLOW PREVENTION DEVICE ASSEMBLY IS TO HAVE A MAXIMUM ALLOWABLE PRESSURE DROP OF 10 PSI @ 1000 GPM. BACKFLOW PREVENTION DEVICE IS INDICATED ON FLOOR PLAN. 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 AFIRE 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 61G15-18.011(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 CONFIGURATION OF THE STORAGE SPACE FOR THE CURRENT AND FUTURE USE OF THE PROPERTY. 2 3 GENERAL NOTES 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA # 31. PIPE SHALL BE REAMED AND CLEANED BEFORE 13, 14, AND ALL APPLICABLE STATE AND LOCAL CODES. ASSEMBLY, AND AFTER ASSEMBLY. THE ENTIRE PIPING SYSTEM SHALL BE FLUSHED CLEAN. 2. ADHERE TO AND OBTAIN ALL PERMITS, LICENSES AND ALL GOVERNMENT REQUIREMENTS. 32. ADJUST NEW SPRINKLER PIPING AND SPRINKLER HEAD PLACEMENT TO ACCOMMODATE NEW/EXISTING 3. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE CEILING HEIGHTS AND STRUCTURAL CONFIGURATIONS. DEPARTMENT, BLDG. DEPT. AND ARCHITECT/ENGINEER. 33. PROVIDE SYSTEM(S) WITH FLUSHING CONNECTION(S). 4. A VISIT TO THE SITE TO CHECK AND VERIFY ALL 34. PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED EXISTING CONDITIONS PRIOR TO BIDDING TO INSURE DUCTWORK, AN OBSTRUCTION, OR COMBINATIONS OF THE COORDINATION OF THE FIRE SERVICES WITH OBSTRUCTIONS 4 FEET OR WIDER. EXISTING CONDITIONS. 35. INDICATE THE ROOM FUNCTIONS FOR EACH AREA 5. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL ON THE SHOP DRAWINGS. MEMBERS TO BE DONE ONLY WITH THE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL 36. INDICATE THE LOCATION AND SIZE OF BLIND ENGINEER. SPACES AND CLOSETS ON THE SHOP DRAWINGS. 6. CONTRACTOR SHALL OBTAIN A 37. INDICATE THE TOTAL SQUARE FOOT AREA NEW FLOW TEST IF TEST IS NOT WITHIN SIX MONTHS PROTECTED BY SYSTEM(S) ON EACH FLOOR(S) ON OF PERMIT DATE. THE SHOP DRAWINGS. 7. PIPE ROUTING SHOWN SHALL BE USED AND ANY 38. INDICATE THE NUMBER OF SPRINKLERS ON EACH ADDITIONAL OFFSETS OR FITTINGS REQUIRED FOR RISER PER FLOOR ON THE SHOP DRAWINGS. PROPER INSTALLATION, COORDINATION WITH OTHER TRADES, AND/OR TO MAINTAIN PROPER 39. PROVIDE HEAD GUARDS ON SPRINKLER HEADS IN CLEARANCES SHALL BE PROVIDED. VERIFY ELECTRIC, TELEPHONE AND MECHANICAL ROOMS. STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND AVOID ALL OBSTRUCTIONS OR 40. ALL PENDENT SPRINKLERS SHALL BE INTERFERENCES. CENTER -OF -TILE, UNLESS MAXIMUM DISTANCES FROM WALLS OR BETWEEN HEADS IS EXCEEDED. ALL 8. REFER TO ARCHITECTURAL REFLECTED CEILING SPRINKLER HEADS MOUNTED IN CEILING SHALL BE PLANS AND ELECTRICAL LIGHTING DRAWINGS FOR LOCATED A MINIMUM OF 4" AWAY FROM ANY CEILING DESCRIPTIONS AND HEIGHTS. WALLS, CEILING GRID MEMBERS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICAL INTERSECTING 9. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE STRUCTURAL SURFACE. WALLS, CEILINGS, FLOORS, ROOFS, ETC., FLASH AND COUNTERFLASH ROOF PENETRATIONS. 41. INSPECTOR'S TEST VALVE SHALL NOT EXCEED 7 FEET ABOVE THE FINISHED FLOOR. STYLE OF TEST 10. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE SHALL BE VICTAULIC TESTMASTER II #720. NON -ACCESSIBLE CEILINGS AND CHASES. 42. PROVIDE SMOOTH BORE CORROSION RESISTANT 11. SPRINKLER HEADS ARE TO BE COORDINATED WITH OUTLET FOR INSPECTOR'S TEST GIVING FLOW ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES, EQUIVALENT TO 1 SPRINKLER. CEILING SYSTEMS AND STRUCTURAL SYSTEM. 43. FIRE PROTECTION CONTRACTOR SHALL ASSIST IN 12. INDICATE CENTER -TO -CENTER DIMENSIONS AND/OR PREPARATION OF COORDINATION DRAWINGS FOR ALL PIPE CUT LENGTHS AND NOMINAL PIPE DIAMETERS LEVELS WHICH INDICATE ALL THE ENGINEERING ON ALL PIPING. DISCIPLINES & FIRE PROTECTION PIPING. THESE DRAWINGS SHALL BE PREPARED & APPROVED BY 13. INDICATE PIPE TYPE, SCHEDULE OF WALL THE ENGINEER PRIOR TO ANY INSTALLATION. REFER THICKNESS AND METHOD OF JOINING ON SHOP TO SPECIFICATION SECTION 2333005 - COORDINATION DRAWING. DRAWINGS. 14. PROVIDE STOCK OF EXTRA SPRINKLERS IN 44. FIRE SPRINKLER PIPING SHALL NOT TRAVEL WITHIN ACCORDANCE WITH N.F.P.A.-13. 6 FEET OVER THE TOPS OF ELECTRICAL PANEL BOARDS PER N.F.P.A. 70. 15. PROVIDE DETAIL AND INDICATE TYPE OF HANGER TO BE INSTALLED FOR SPRINKLER PIPING. METHODS 45. ALL SPRINKLERS SHALL MEET WITH NFPA #13 OF HANGING PIPES, HEADERS AND BRANCHES TEMPERATURE RATINGS FOR FIRE SPRINKLERS (i.e. SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. SPRINKLERS LOCATED IN A HIGH TEMPERATURE HANGERS SHALL NOT INTERFERE WITH ANY OTHER ZONE SHALL HAVE HIGH -TEMPERATURE TRADE. POWDER DRIVEN STUDS SHALL NOT BE CLASSIFICATION SPRINKLERS AND SPRINKLERS USED. LOCATED IN AN INTERMEDIATE ZONE SHALL HAVE INTERMEDIATE TEMPERATURE CLASSIFICATION 16. ALL GROOVED & SCREWED FITTING SHALL BE SPRINKLERS). APPROVED PRIOR TO ANY INSTALLATION BY ENGINEER WHO RESERVES THE RIGHT TO 46. FIRE PROTECTION CONTRACTOR SHALL PROVIDE DISAPPROVE ANY FITTING. ANY/ALL 1-INCH SPRIG -UPS FOR UPRIGHT SPRINKLERS TO ACHIEVE NFPA REQUIRED 17. ALL SCREWED PIPING SHALL BE SCHEDULE 40 PIPE DEFLECTOR DISTANCE(S) FROM ANY/ALL IN ACCORDANCE WITH SPECIFICATIONS ASTM STRUCTURAL MEMBERS. COSTS FOR UPRIGHT A135/A795 AND SHALL BE JOINED BY SCREWED SPRINKLERS SPRIG -UPS SHALL BE INCLUDED IN JOINTS IN ACCORDANCE WITH SPECIFICATION ANSI THIS BID WHETHER OR NOT SAID SPRIG -UPS ARE B2.1. GRAPHICALLY SHOWN IN THE BID DOCUMENTS. 18. ALL GROOVED PIPING 2-1/2" OR LARGER SHALL BE 47. ALL EXISTING FIRE SPRINKLERS WITHIN THE SMOKE SCHEDULE 10 ASTM A135. COMPARTMENT WHICH ARE PART OF THE PROJECT SCOPE SHALL BE REPLACED WITH QUICK RESPONSE 19. ALL SPRINKLER PIPING & FITTINGS SHALL BE SPRINKLERS. THE NEW OR REPLACEMENT QUICK INSTALLED RUST -FREE. RESPONSE SPRINKLERS SHALL MATCH THE EXISTING COLORS AND STYLE. 20. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF GLASS BULB ELEMENTS TO BE IN ACCORDANCE 48. FIRE SPRINKLER CONTRACTOR SHALL SUBMIT DETAILED WITH N.F.P.A. 13. ALL SPRINKLERS SHALL HAVE SIGNED AND SEALED SPRINKLER SHOP DRAWINGS FOR CORROSIVE -RESISTANT COATING. SEPARATE PLAN CHECK AND APPROVAL. 21. ALL VALVES FOR FIRE SERVICE SHALL BE LISTED 49. LABEL ALL PIPING ASSOCIATED WITH THE FIRE BY THE UNDERWRITER'S LABORATORIES, INC. AND PROTECTION SYSTEM (EXCEPT SPRINKLER BRANCH THE FACTORY MUTUAL LABORATORIES. VALVES LINES) TO INDICATED PIPE USE AND DIRECTION OF FLOW SHALL BE FACTORY MARKED "UL" AND "FM", 175 (SEE EXAMPLES). LABELS SHOULD APPEAR AT 10'-0" WORKING PRESSURE, AND 300 WORKING PRESSURE INTERVALS ALONG PIPING, AND SHOULD BE PLACED SO WHERE APPLICABLE. THEY ARE EASILY VIEWED FROM ANY ACCESS PANELS. LABELS SHALL BE RED WITH WHITE LETTERING, AND 22. ALL VALVES ON THE FIRE PROTECTION SYSTEM TO SHALL BE SIZED APPROPRIATELY FOR THE PIPE ON BE ELECTRICALLY SUPERVISED. TYPE AND EXACT WHICH THEY APPEAR. A SAMPLE ALONG WITH LOCATION OF FLOW AND SUPERVISORY SWITCHES MANUFACTURER'S SUBMITTAL DATA SHALL BE SHALL BE ACCOMPLISHED/COORDINATED BETWEEN SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL THE DIFFERENT RESPONSIBLE TRADES. ADDITIONAL PRIOR TO ANY INSTALLATION. WIRING OR ADDITIONAL SWITCHES REQUIRED SHALL BE PROVIDED. 50. ALL EXTERIOR FITTINGS, PIPING, HANGERS, VALVING SHALL HAVE CORROSIVE RESISTANT FINISHES 23. BE ADVISED THAT PIPING SHOWN IS ARRANGED TO (I.E. GALVANIZED, ETC.). ALLOW FOR FIRE ALARM ZONING. FIRE PROTECTION PIPING ARRANGEMENT SHALL REFLECT AND ALLOW 51. ALL SPRINKLERS IN AREAS WITH CEILINGS, SHALL BE SAME ZONING AS SHOWN. CONCEALED TYPE, UNLESS OTHERWISE NOTED. FINAL COLOR TO BE OBTAINED FROM ARCHITECT IN WRITING. 24. CAUTION: FINAL SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER THROUGH ARCHITECT. 52. INFORMATION TECHNOLOGY EQUIPMENT ROOMS AND NO INSTALLATION SHALL BE PERMITTED UNTIL INFORMATION TECHNOLOGY EQUIPMENT AREAS LOCATED SPRINKLER SHOP DRAWINGS HAVE BEEN APPROVED. IN A SPRINKLERED BUILDING SHALL BE VALVED SEPARATELY FROM ALL OTHER SPRINKLER SYSTEMS. 25. SPRINKLERS SHALL COVER THE ENTIRE AREA OF ALL STRUCTURAL MEMBERS. SPRAY SHALL NOT BE 53. THIS IS A PERFORMANCED-BASED PROJECT WITH BLOCKED BY WALLS, PARTITIONS OR STRUCTURAL DIVISION 21 CONTRACTOR RESPONSIBLE FOR COMPONENTS. PROVIDING ENGINEERING DESIGN. INSTALLATION AND TESTING ASSOCIATED WITH THE WORK TO BE 26. IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF PERFORMED. ALL DESIGN WORK WILL BE PERFORMED ANY DISCREPANCIES FOUND BETWEEN THESE PLANS, AND SIGNED BY A "DELEGATED ENGINEER", WHO IS A OTHER ENGINEERING PLANS, THE ARCHITECTURAL PROFESSIONAL ENGINEER AND HENCEFORTH SHALL BE PLANS AND/OR FIELD CONDITIONS PRIOR TO FINAL KNOWN AS THE ENGINEER OF RECORD (EOR), WHO SHALL BID PRICE OR FINAL PERMITTING. BE LICENSED TO PRATICE IN THE PROJECT LOCATION AND COMPETENT IN FIRE PROTECTION ENGINEERING. 27. SIDEWALL FIRE SPRINKLER(S) LOCATED AT THE BOTTOM OF HYDRAULIC ELEVATOR(S) SHAFT(S) 54. ALL SPRINKLER ZONES SHALL MATCH FIRE SHALL BE INSTALLED LESS THAN TWO(2) FEET FROM ALARM / SMOKE ZONES PRECISELY. FIRE SPRINKLER THE BOTTOM OF THE ELEVATOR PIT. CONTRACTOR SHALL OBTAIN AND COMPARE WITH THE LATEST PLANSMOCUMENTS TO VERIFY FIRE SPRINKLER 28. IN CASE OF DISPUTE OR DOUBT AS TO INTENT OF AND FIRE ALARM/SMOKE ZONES ARE COORDINATED. DRAWINGS OR SPECIFICATIONS, OBTAIN ARCHITECT/ENGINEER'S WRITTEN DECISION BEFORE 55. THE KITCHEN HOOD FIRE SUPRESSION SYSTEM SHALL PROCEEDING WITH BID INVOLVED. BE REVIEWED BY THE FIRE SPRINKLER CONTRACTOR. IF A CONNECTION IS REQUIRED, THE SUPPLY LINE SHALL 29. BEFORE SUBMITTING PROPOSAL OR BID, EXAMINE CONNECT INTO THE FIRE SUPRESSION SYSTEM AND HAVE ALL DRAWINGS AND SPECIFICATIONS RELATING TO AN ALARM CHECK VALVE AND A MONITORED CONTROL THIS PROJECT, THE AMOUNT OF SPACE AVAILABLE VALVE. FOR PIPING, EQUIPMENT AND CONNECTING SERVICES, THE SITE OF THE WORK, THE REQUIREMENTS TO 56. FIRE SPRINKLER TEMPERATURE RATING AND PLACEMENT CORRELATE THE FIRE PROTECTION WORK WITH THAT NEAR HEAT SOURCES SHALL COMPLY WITH NFPA 13 OF OTHER TRADES AND THE TIME SCHEDULE TABLE 8.3.2.5 (a). NECESSARY TO PERFORM THAT WORK. 57. ALL RESIDENTIAL BATHROOMS UNDER 55 SF SHALL NOT 30. AFTER EXAMINATION OF ALL PLANS AND REQUIRE FIRE SPRINKLER PROTECTION PER NFPA 13 SPECIFICATIONS, INCLUDE ALL THE COSTS SECTION 8.15.8.1.1. NECESSARY FOR ALTERATION, MODIFICATIONS AND/OR ADDITIONS TO THE FIRE PROTECTION 58. LOCATION OF RECESSED FIRE HOSE VALVE CABINETS SYSTEM(S) NECESSARY TO MAKE A COMPLETE, SHALL BE COORDINATED TO ENSURE PIPING DOWN TO APPROVED AND FINISHED INSTALLATION IN ALL CABINET IS ROUTED WITHIN WALL. ALL FIRE VALVE ASPECTS. IT IS THE INTENT THAT ALL COSTS CABINETS SHALL HAVE THE SAME FIRE RATING AS THE REQUIRED BE INCLUDED IN THE BID OF THIS TRADE. WALL IN WHICH THEY ARE INSTALLED. 3 4 FIRE PROTECTION ABBREVIATIONS AFF ABOVE FINISHED FLOOR GPM GALLONS PER MINUTE AMD AIR MAINTENANCE DEVICE GRV'D GROOVED BFV BACK FLOW VALVE HLL HIGH/LOW PRESSURE BFF BELOW FINISHED FLOOR NIC NOT IN CONTRACT CONT. CONTINUATION NTS NOT TO SCALE DN DOWN OS&Y OUTSIDE STEM & YOKE DWG. DRAWING PSI POUNDS / SQUARE INCH DPAC DRY PIPE AIR COMPRESSOR PAAC PRE ACTION AIR COMPRESSOR ELEC ELECTRIC PRV PRESSURE REDUCING VALVE EX. EXISTING PS PRESSURE SWITCH FDC FIRE DEPARTMENT CONNECTION STP STANDPIPE FE FIRE EXTINGUISHER TS TAMPER SWITCH FVC FIRE VALVE CABINET LINO UNLESS NOTED OTHERWISE FS FLOW SWITCH VRC VICTAULIC•REDUCING COUPLING TAGS AND CALL OUT SYMBOLS SECTION CALLOUT # REVISION CALLOUT � SECTION DESIGNATION SHEET NUMBER KEYNOTE CALLOUT ��FP3.1 -- DETAIL CALLOUT POINT OF CONNECTION A DETAIL DESIGNATION �. FP3.1 SHEET NUMBER � POINT OF DEMARCATION \XX, HYDRAULIC REFERENCE POINT DEMOLITION EXISTING PIPING AND/OR SPRINKLERS TO BE REMOVED 4 WALL RATINGS: 1 HOUR FIRE __*_S oS*S- 1 HOUR FIRE/ SMOKE BARRIER 00 2 HOUR FIRE -N S-00S- * S- 2 HOUR FIRE/ SMOKE BARRIER ___*_T 0 T TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER -S 4S--0 S- "GRAY" = EXISTING RATING TO REMAIN 5 5 6 FIRE PROTECTION SPRINKLER LEGEND EXISTING SEMI -RECESSED SPRINKLER. NEW 1/2" WHITE QUICK RESPONSE SEMI -RECESSED PENDENT SPRINKLER 165°F - "K" FACTOR 5.6 - VIKING MICROFAST MODEL "M" (SIN VK302) WITH MODEL "E-1" WHITE ESCUTCHEON. EXISTING SPRINKLER TO BE REPLACED WITH 1" ARM OVER TO NEW 1/2" WHITE QUICK RESPONSE SEMI -RECESSED PENDENT SPRINKLER 165°F - "K" FACTOR 5.6 - VIKING MICROFAST MODEL "M" (SIN VK302). FIRE PROTECTION PIPING AND SYMBOL LEGEND r� NEW PIPING ^' ^' GROOVED FITTINGS ----- EXISTING PIPING FLUSHING CONNECTION F.C. L- - - UNDERGROUND PIPING PIPE CAPPED I .01 NEW OS&Y GATE VALVE �® �� EXISTING OS&Y GATE WITH TAMPER SWITCH C ) VALVE WITH TAMPER SWITCH III � --I NEW FLOW SWITCH r- EXISTING FLOW SWITCH no NEW PRESSURE GAUGE EXISTING PRESSURE GAUGE °j NEW BUTTERFLY VALVE EXISTING BUTTERFLY VALVE ! NEW CHECK VALVE ! EXISTING CHECK VALVE I NEW STANDPIPE EXISTING STANDPIPE " DIVA NEW FLOOR CONTROL ASSEMBLY �- WITH BUTTERFLY VALVE, FLOW SWITCH, PRESSURE GAUGE,) ND DRY -PIPE VALVE ASSEMBLY INSPECTORS TEST/DRAIN PIPING O ' 6 OUTLET DOUBLE CHECK �C� BUTTERFLY VALVE IN THE BACKFLOW PREVENTER VERTICAL RISE FREE STANDING FIRE OS&Y IN THE VERTICAL RISE DEPARTMENT CONNECTION ALARM BELL WALL MOUNTED FIRE DEPARTMENT CONNECTION I i ° FIRE HYDRANT ��O I ° NEW FIRE VALVE -- CABINET E chapuis design group arch itectu re. pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 expU.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com • �* Project #: #22016657 ex Cert of Auth: 29701 PROJECT FOR D ADVENTHEALTH - ZEPHYRHILLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: N/A i MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGERITEC PROJECT DESIGNER TEC i PROJECT ARCHITECT ! THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY I MGU r���tt111!!it//lz P. P •••�4�C Ear • ;� i NO. U518 p STATE OF : 00 01 1ft sbftAL 61 //inI11% FIRE PROTECTION LEGENDS AND A NOTES SCALE! As indicated F=001 6 Project Status E ED C L-1 A 2 3 61 G15-32.004 ENGINEERING DOCUMENT INFO. 61G15-32.004 (2)(A-M): A. POINT OF SERVICE: THE POINT OF SERVICE CONSISTS OF AN 8" FIRE MAIN THAT SERVES THE FIRE HYDRANTS ON SITE. 8" FIRE MAINS SHALL BE PROVIDED WITH A BACKFLOW PREVENTION DEVICE ASSEMBLY. TWO FIRE DEPARTMENT CONNECTIONS SHALL BE PROVIDED AS REQUIRED FOR HIGH-RISE BUILDINGS. B. APPLICABLE CODES AND STANDARDS: IN ADDITION TO LOCAL ORDINANCES, APPLICABLE CODES AND STANDARDS ARE AS FOLLOWS: • FLORIDA BUILDING CODE, SEVENTH EDITION • FLORIDA FIRE PREVENTION CODE, SEVENTH EDITION • NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2013 EDITION • NFPA 25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FIRE PROTECTION SYSTEMS, 2014 EDITION C. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA SHALL BE AS FOLLOWS: LIGHT HAZARD (LH): PAITIENT ROOMS, CORRIDORS, OFFICES, BATHROOMS AND AREAS OF SIMILAR FIRE LOAD. ORDINARY HAZARD GROUP 1 (01-11): MECHANICAL ROOMS, ELECTRICAL ROOMS, AND AREAS OF SIMILAR FIRE LOAD. ORDINARY HAZARD GROUP 2 (OH2): STORAGE AREAS AND AREAS OF SIMILAR FIRE LOAD. D. DESIGN APPROACH SCOPE OF WORK CONSISTS OF THE INSTALLATION OF A NEW FIRE SPRINKLER SYSTEM. LIGHT HAZARD: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING EXPOSED STEEL SUPPLY PIPING ROUTED BELOW STRUCTURE. IN ROOMS/AREAS PROVIDED WITH CEILINGS PIPING SHALL BE LOCATED ABOVE THE CEILING. PIPING SHALL SUPPLY UPRIGHT SPRINKLER HEADS IN EXPOSED AREAS AND CONCEALED PENDENT SPRINKLER HEADS IN ROOMS PROVIDED WITH CEILINGS. DESIGN DENSITY: 0.10 GPM/SQ. FT. FOR A 1,500 SQ. FT. AREA OF SPRINKLER OPERATION. HEAD TEMPERATURE RATING: 155 DEGREE F. SPACING: FOR STANDARD COVERAGE HEADS, 15 FT. MAXIMUM WITH A MAXIMUM PROTECTION AREA OF 225 SQ. FT. AREA REDUCTION ALLOWED PER NFPA. ORDINARY HAZARD GROUP 1: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPE AUTOMATIC SPRINKLER SYSTEM, USING EXPOSED STEEL SUPPLY PIPING ROUTED BELOW STRUCTURE. IN ROOMS/AREAS PROVIDED WITH CEILINGS PIPING SHALL BE LOCATED ABOVE THE CEILING. PIPING SHALL SUPPLY UPRIGHT SPRINKLER HEADS IN EXPOSED AREAS AND CONCEALED PENDENT SPRINKLER HEADS IN ROOMS PROVIDED WITH CEILINGS. DESIGN DENSITY: 0.15 GPM/SQ. FT. FOR A 1,500 SQ. FT. AREA OF SPRINKLER OPERATION. HEAD TEMPERATURE RATING: 155 DEGREE F. SPACING: FOR STANDARD COVERAGE HEADS, 15 FT. MAXIMUM WITH A MAXIMUM PROTECTION AREA OF 130 SQ.FT. AREA REDUCTION ALLOWED PER NFPA. ORDINARY HAZARD GROUP 2: FIRE PROTECTION SHALL BE PROVIDED BY A WET PIPED AUTOMATIC SPRINKLER, USING STEEL SUPPLY PIPING LOCATED ABOVE THE CEILING, WITH PIPE DROPS TO STANDARD COVERAGE PENDENT HEADS LOCATED IN THE CEILING. DENSITY: 0.20 GPM/SQ. FT. FOR A 1500 SQ. FT. AREA OF SPRINKLER OPERATION. HEAD TEMPERATURE RATING: 155 DEGREE F. SPACING: FOR STANDARD COVERAGE HEADS, 15 FT. MAXIMUM WITH A MAXIMUM PROTECTION AREA OF 130 SQ. FT. AREA REDUCTION ALLOWED PER NFPA 13. FIRE STOPPING FOR STEEL PIPE PENETRATING A CONCRETE FLOOR OR A CONCRETE BLOCK WALL: UL SYSTEM NO. C-AJ-1001, USE 3M TYPE CP ZSWB + CAULK, F RATING 3 HRS. E. CHARACTERISTICS OF WATER SUPPLY: EXISTING WATER MAIN WILL FEED THE PROJECT. DURATION SHALL BE GOOD BASED ON THE HYDRANT FLOW TEST SHOWN IN ITEM (F) BELOW. F. FIRE FLOW TEST: FIRE SPRINKLER CONTRACTOR TO OBTAIN NEW FLOW TEST WITHIHN SIX MONTHS OF PERMIT • HYDRANT NO: • STATIC PRESSURE: • RESIDUAL PRESSURE: • FLOW RATE: • DATE OF TEST: G. VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER: THE FIRE SPRINKLER SYSTEMS FOR THE BUILDING SHALL HAVE A WATER FLOW SWITCH WITH A LOCAL AUDIBLE ALARM AND REMOTE STATION MONITORING. THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHUT-OFF VALVES AND ANY OTHER SHUT-OFF VALVES USED IN THE WATER SUPPLY PIPING FOR THIS SPRINKLER SYSTEM SHALL HAVE TAMPER SWITCHES WITH FIRE ALARM MONITORING. H. THE WATER PURVEYOR TO THIS DEVELOPMENT REGULARLY MAINTAINS AND TESTS THAT THEIR WATER IS IN COMPLIANCE WITH ALL STATE AND FEDERAL DRINKING WATER STANDARDS. THE SUPPLY IS MONITORED AND AS SUCH IT IS OF A QUALITY THAT WOULD NOT BE REASONABLY EXPECTED TO LEAD TO MIC. I. BACKFLOW PREVENTION AND METERING SPECIFICATIONS: THE BACKLFOW PREVENTION DEVICE ASSEMBLY AND THE METERING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE LOCAL WATER PURVEYOR. THE BACKFLOW PREVENTION DEVICE ASSEMBLY IS TO HAVE A MAXIMUM ALLOWABLE PRESSURE DROP OF 10 PSI @ 1000 GPM. BACKFLOW PREVENTION DEVICE IS INDICATED ON FLOOR PLAN. 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 AFIRE 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 61G15-18.011(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 CONFIGURATION OF THE STORAGE SPACE FOR THE CURRENT AND FUTURE USE OF THE PROPERTY. GENERAL NOTES 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA # 31. PIPE SHALL BE REAMED AND CLEANED BEFORE 13, 14, AND ALL APPLICABLE STATE AND LOCAL CODES. ASSEMBLY, AND AFTER ASSEMBLY. THE ENTIRE PIPING SYSTEM SHALL BE FLUSHED CLEAN. 2. ADHERE TO AND OBTAIN ALL PERMITS, LICENSES AND ALL GOVERNMENT REQUIREMENTS. 32. ADJUST NEW SPRINKLER PIPING AND SPRINKLER HEAD PLACEMENT TO ACCOMMODATE NEW/EXISTING 3. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE CEILING HEIGHTS AND STRUCTURAL CONFIGURATIONS. DEPARTMENT, BLDG. DEPT. AND ARCHITECT/ENGINEER. 33. PROVIDE SYSTEM(S) WITH FLUSHING CONNECTION(S). 4. A VISIT TO THE SITE TO CHECK AND VERIFY ALL 34. PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED EXISTING CONDITIONS PRIOR TO BIDDING TO INSURE DUCTWORK, AN OBSTRUCTION, OR COMBINATIONS OF THE COORDINATION OF THE FIRE SERVICES WITH OBSTRUCTIONS 4 FEET OR WIDER. EXISTING CONDITIONS. 35. INDICATE THE ROOM FUNCTIONS FOR EACH AREA 5. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL ON THE SHOP DRAWINGS. MEMBERS TO BE DONE ONLY WITH THE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL 36. INDICATE THE LOCATION AND SIZE OF BLIND ENGINEER. SPACES AND CLOSETS ON THE SHOP DRAWINGS. 6. CONTRACTOR SHALL OBTAIN A 37. INDICATE THE TOTAL SQUARE FOOT AREA NEW FLOW TEST IF TEST IS NOT WITHIN SIX MONTHS PROTECTED BY SYSTEM(S) ON EACH FLOOR(S) ON OF PERMIT DATE. THE SHOP DRAWINGS. 7. PIPE ROUTING SHOWN SHALL BE USED AND ANY 38. INDICATE THE NUMBER OF SPRINKLERS ON EACH ADDITIONAL OFFSETS OR FITTINGS REQUIRED FOR RISER PER FLOOR ON THE SHOP DRAWINGS. PROPER INSTALLATION, COORDINATION WITH OTHER TRADES, AND/OR TO MAINTAIN PROPER 39. PROVIDE HEAD GUARDS ON SPRINKLER HEADS IN CLEARANCES SHALL BE PROVIDED. VERIFY ELECTRIC, TELEPHONE AND MECHANICAL ROOMS. STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND AVOID ALL OBSTRUCTIONS OR 40. ALL PENDENT SPRINKLERS SHALL BE INTERFERENCES. CENTER -OF -TILE, UNLESS MAXIMUM DISTANCES FROM WALLS OR BETWEEN HEADS IS EXCEEDED. ALL 8. REFER TO ARCHITECTURAL REFLECTED CEILING SPRINKLER HEADS MOUNTED IN CEILING SHALL BE PLANS AND ELECTRICAL LIGHTING DRAWINGS FOR LOCATED A MINIMUM OF 4" AWAY FROM ANY CEILING DESCRIPTIONS AND HEIGHTS. WALLS, CEILING GRID MEMBERS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICAL INTERSECTING 9. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE STRUCTURAL SURFACE. WALLS, CEILINGS, FLOORS, ROOFS, ETC., FLASH AND COUNTERFLASH ROOF PENETRATIONS. 41. INSPECTOR'S TEST VALVE SHALL NOT EXCEED 7 FEET ABOVE THE FINISHED FLOOR. STYLE OF TEST 10. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE SHALL BE VICTAULIC TESTMASTER II #720. NON -ACCESSIBLE CEILINGS AND CHASES. 42. PROVIDE SMOOTH BORE CORROSION RESISTANT 11. SPRINKLER HEADS ARE TO BE COORDINATED WITH OUTLET FOR INSPECTOR'S TEST GIVING FLOW ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES, EQUIVALENT TO 1 SPRINKLER. CEILING SYSTEMS AND STRUCTURAL SYSTEM. 43. FIRE PROTECTION CONTRACTOR SHALL ASSIST IN 12. INDICATE CENTER -TO -CENTER DIMENSIONS AND/OR PREPARATION OF COORDINATION DRAWINGS FOR ALL PIPE CUT LENGTHS AND NOMINAL PIPE DIAMETERS LEVELS WHICH INDICATE ALL THE ENGINEERING ON ALL PIPING. DISCIPLINES & FIRE PROTECTION PIPING. THESE DRAWINGS SHALL BE PREPARED & APPROVED BY 13. INDICATE PIPE TYPE, SCHEDULE OF WALL THE ENGINEER PRIOR TO ANY INSTALLATION. REFER THICKNESS AND METHOD OF JOINING ON SHOP TO SPECIFICATION SECTION 2333005 - COORDINATION DRAWING. DRAWINGS. 14. PROVIDE STOCK OF EXTRA SPRINKLERS IN 44. FIRE SPRINKLER PIPING SHALL NOT TRAVEL WITHIN ACCORDANCE WITH N.F.P.A.-13. 6 FEET OVER THE TOPS OF ELECTRICAL PANEL BOARDS PER N.F.P.A. 70. 15. PROVIDE DETAIL AND INDICATE TYPE OF HANGER TO BE INSTALLED FOR SPRINKLER PIPING. METHODS 45. ALL SPRINKLERS SHALL MEET WITH NFPA #13 OF HANGING PIPES, HEADERS AND BRANCHES TEMPERATURE RATINGS FOR FIRE SPRINKLERS (i.e. SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. SPRINKLERS LOCATED IN A HIGH TEMPERATURE HANGERS SHALL NOT INTERFERE WITH ANY OTHER ZONE SHALL HAVE HIGH -TEMPERATURE TRADE. POWDER DRIVEN STUDS SHALL NOT BE CLASSIFICATION SPRINKLERS AND SPRINKLERS USED. LOCATED IN AN INTERMEDIATE ZONE SHALL HAVE INTERMEDIATE TEMPERATURE CLASSIFICATION 16. ALL GROOVED & SCREWED FITTING SHALL BE SPRINKLERS). APPROVED PRIOR TO ANY INSTALLATION BY ENGINEER WHO RESERVES THE RIGHT TO 46. FIRE PROTECTION CONTRACTOR SHALL PROVIDE DISAPPROVE ANY FITTING. ANY/ALL 1-INCH SPRIG -UPS FOR UPRIGHT SPRINKLERS TO ACHIEVE NFPA REQUIRED 17. ALL SCREWED PIPING SHALL BE SCHEDULE 40 PIPE DEFLECTOR DISTANCE(S) FROM ANY/ALL IN ACCORDANCE WITH SPECIFICATIONS ASTM STRUCTURAL MEMBERS. COSTS FOR UPRIGHT A1351A795 AND SHALL BE JOINED BY SCREWED SPRINKLERS SPRIG -UPS SHALL BE INCLUDED IN JOINTS IN ACCORDANCE WITH SPECIFICATION ANSI THIS BID WHETHER OR NOT SAID SPRIG -UPS ARE B2.1. GRAPHICALLY SHOWN IN THE BID DOCUMENTS. 18. ALL GROOVED PIPING 2-1/2" OR LARGER SHALL BE 47. ALL EXISTING FIRE SPRINKLERS WITHIN THE SMOKE SCHEDULE 10 ASTM Al35. COMPARTMENT WHICH ARE PART OF THE PROJECT SCOPE SHALL BE REPLACED WITH QUICK RESPONSE 19. ALL SPRINKLER PIPING & FITTINGS SHALL BE SPRINKLERS. THE NEW OR REPLACEMENT QUICK INSTALLED RUST -FREE. RESPONSE SPRINKLERS SHALL MATCH THE EXISTING COLORS AND STYLE. 20. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF GLASS BULB ELEMENTS TO BE IN ACCORDANCE 48. FIRE SPRINKLER CONTRACTOR SHALL SUBMIT DETAILED WITH N.F.P.A. 13. ALL SPRINKLERS SHALL HAVE SIGNED AND SEALED SPRINKLER SHOP DRAWINGS FOR CORROSIVE -RESISTANT COATING. SEPARATE PLAN CHECK AND APPROVAL. 21. ALL VALVES FOR FIRE SERVICE SHALL BE LISTED 49. LABEL ALL PIPING ASSOCIATED WITH THE FIRE BY THE UNDERWRITER'S LABORATORIES, INC. AND PROTECTION SYSTEM (EXCEPT SPRINKLER BRANCH THE FACTORY MUTUAL LABORATORIES. VALVES LINES) TO INDICATED PIPE USE AND DIRECTION OF FLOW SHALL BE FACTORY MARKED "UL" AND "FM", 175 (SEE EXAMPLES). LABELS SHOULD APPEAR AT 10'-0" WORKING PRESSURE, AND 300 WORKING PRESSURE INTERVALS ALONG PIPING, AND SHOULD BE PLACED SO WHERE APPLICABLE. THEY ARE EASILY VIEWED FROM ANY ACCESS PANELS. LABELS SHALL BE RED WITH WHITE LETTERING, AND 22. ALL VALVES ON THE FIRE PROTECTION SYSTEM TO SHALL BE SIZED APPROPRIATELY FOR THE PIPE ON BE ELECTRICALLY SUPERVISED. TYPE AND EXACT WHICH THEY APPEAR. A SAMPLE ALONG WITH LOCATION OF FLOW AND SUPERVISORY SWITCHES MANUFACTURER'S SUBMITTAL DATA SHALL BE SHALL BE ACCOMPLISHED/COORDINATED BETWEEN SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL THE DIFFERENT RESPONSIBLE TRADES. ADDITIONAL PRIOR TO ANY INSTALLATION. WIRING OR ADDITIONAL SWITCHES REQUIRED SHALL BE PROVIDED. 50. ALL EXTERIOR FITTINGS, PIPING, HANGERS, VALVING SHALL HAVE CORROSIVE RESISTANT FINISHES 23. BE ADVISED THAT PIPING SHOWN IS ARRANGED TO (I.E. GALVANIZED, ETC.). ALLOW FOR FIRE ALARM ZONING. FIRE PROTECTION PIPING ARRANGEMENT SHALL REFLECT AND ALLOW 51. ALL SPRINKLERS IN AREAS WITH CEILINGS, SHALL BE SAME ZONING AS SHOWN. CONCEALED TYPE, UNLESS OTHERWISE NOTED. FINAL COLOR TO BE OBTAINED FROM ARCHITECT IN WRITING. 24. CAUTION: FINAL SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER THROUGH ARCHITECT. 52. INFORMATION TECHNOLOGY EQUIPMENT ROOMS AND NO INSTALLATION SHALL BE PERMITTED UNTIL INFORMATION TECHNOLOGY EQUIPMENT AREAS LOCATED SPRINKLER SHOP DRAWINGS HAVE BEEN APPROVED. IN A SPRINKLERED BUILDING SHALL BE VALVED SEPARATELY FROM ALL OTHER SPRINKLER SYSTEMS. 25. SPRINKLERS SHALL COVER THE ENTIRE AREA OF ALL STRUCTURAL MEMBERS. SPRAY SHALL NOT BE 53. THIS IS A PERFORMANCED-BASED PROJECT WITH BLOCKED BY WALLS, PARTITIONS OR STRUCTURAL DIVISION 21 CONTRACTOR RESPONSIBLE FOR COMPONENTS. PROVIDING ENGINEERING DESIGN. INSTALLATION AND TESTING ASSOCIATED WITH THE WORK TO BE 26. IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF PERFORMED. ALL DESIGN WORK WILL BE PERFORMED ANY DISCREPANCIES FOUND BETWEEN THESE PLANS, AND SIGNED BY A "DELEGATED ENGINEER", WHO IS A OTHER ENGINEERING PLANS, THE ARCHITECTURAL PROFESSIONAL ENGINEER AND HENCEFORTH SHALL BE PLANS AND/OR FIELD CONDITIONS PRIOR TO FINAL KNOWN AS THE ENGINEER OF RECORD (EOR), WHO SHALL BID PRICE OR FINAL PERMITTING. BE LICENSED TO PRATICE IN THE PROJECT LOCATION AND COMPETENT IN FIRE PROTECTION ENGINEERING. 27. SIDEWALL FIRE SPRINKLER(S) LOCATED AT THE BOTTOM OF HYDRAULIC ELEVATOR(S) SHAFT(S) 54. ALL SPRINKLER ZONES SHALL MATCH FIRE SHALL BE INSTALLED LESS THAN TWO(2) FEET FROM ALARM / SMOKE ZONES PRECISELY. FIRE SPRINKLER THE BOTTOM OF THE ELEVATOR PIT. CONTRACTOR SHALL OBTAIN AND COMPARE WITH THE LATEST PLANS/DOCUMENTS TO VERIFY FIRE SPRINKLER 28. IN CASE OF DISPUTE OR DOUBT AS TO INTENT OF AND FIRE ALARM/SMOKE ZONES ARE COORDINATED. DRAWINGS OR SPECIFICATIONS, OBTAIN ARCHITECT/ENGINEER'S WRITTEN DECISION BEFORE 55. THE KITCHEN HOOD FIRE SUPRESSION SYSTEM SHALL PROCEEDING WITH BID INVOLVED. BE REVIEWED BY THE FIRE SPRINKLER CONTRACTOR. IF A CONNECTION IS REQUIRED, THE SUPPLY LINE SHALL 29. BEFORE SUBMITTING PROPOSAL OR BID, EXAMINE CONNECT INTO THE FIRE SUPRESSION SYSTEM AND HAVE ALL DRAWINGS AND SPECIFICATIONS RELATING TO AN ALARM CHECK VALVE AND A MONITORED CONTROL THIS PROJECT, THE AMOUNT OF SPACE AVAILABLE VALVE. FOR PIPING, EQUIPMENT AND CONNECTING SERVICES, THE SITE OF THE WORK, THE REQUIREMENTS TO 56. FIRE SPRINKLER TEMPERATURE RATING AND PLACEMENT CORRELATE THE FIRE PROTECTION WORK WITH THAT NEAR HEAT SOURCES SHALL COMPLY WITH NFPA 13 OF OTHER TRADES AND THE TIME SCHEDULE TABLE 8.3.2.5 (a). NECESSARY TO PERFORM THAT WORK. 57, ALL RESIDENTIAL BATHROOMS UNDER 55 SF SHALL NOT 30. AFTER EXAMINATION OF ALL PLANS AND REQUIRE FIRE SPRINKLER PROTECTION PER NFPA 13 SPECIFICATIONS, INCLUDE ALL THE COSTS SECTION 8.15.8.1.1. NECESSARY FOR ALTERATION, MODIFICATIONS AND/OR ADDITIONS TO THE FIRE PROTECTION 58. LOCATION OF RECESSED FIRE HOSE VALVE CABINETS SYSTEM(S) NECESSARY TO MAKE A COMPLETE, SHALL BE COORDINATED TO ENSURE PIPING DOWN TO APPROVED AND FINISHED INSTALLATION IN ALL CABINET IS ROUTED WITHIN WALL. ALL FIRE VALVE ASPECTS. IT IS THE INTENT THAT ALL COSTS CABINETS SHALL HAVE THE SAME FIRE RATING AS THE REQUIRED BE INCLUDED IN THE BID OF THIS TRADE. WALL IN WHICH THEY ARE INSTALLED. 0 FIRE PROTECTION ABBREVIATIONS AFF ABOVE FINISHED FLOOR GPM GALLONS PER MINUTE AMD AIR MAINTENANCE DEVICE GRV'D GROOVED BFV BACK FLOW VALVE i HLL HIGH/LOW PRESSURE BFF j BELOW FINISHED FLOOR NIC NOT IN CONTRACT CONT. CONTINUATION NTS NOT TO SCALE DN ! DOWN OS&Y OUTSIDE STEM & YOKE DWG. DRAWING PSI POUNDS / SQUARE INCH DPAC DRY PIPE AIR COMPRESSOR PAAC PRE ACTION AIR COMPRESSOR ELEC ELECTRIC PRV PRESSURE REDUCING VALVE EX. EXISTING PS PRESSURE SWITCH FDC FIRE DEPARTMENT CONNECTION STP STANDPIPE FE FIRE EXTINGUISHER TS TAMPER SWITCH FVC FIRE VALVE CABINET UNO UNLESS NOTED OTHERWISE FS FLOW SWITCH VRC VICTAULIC REDUCING COUPLING TAGS AND CALL OUT SYMBOLS SECTION CALLOUT REVISION CALLOUT 1 SECTION DESIGNATION SHEET NUMBER ',�> KEYNOTE CALLOUT FP3.1 % DETAIL CALLOUT POINT OF CONNECTION A DETAIL DESIGNATION 9 POINT OF DEMARCATION SHEET NUMBER� XX HYDRAULIC REFERENCE POINT DEMOLITION I EXISTING PIPING AND/OR SPRINKLERS TO BE REMOVED WALL RATINGS: 1 HOUR FIRE -*-S-0 S- ♦S- 1 HOUR FIRE/ SMOKE BARRIER 00 2 HOUR FIRE ♦S ��S-S- 2 HOUR FIRE/ SMOKE BARRIER -♦T0-T TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER - 9 S-OS *S_ "GRAY" = EXISTING RATING TO REMAIN 5 6 FIRE PROTECTION SPRINKLER LEGEND I EXISTING SEMI -RECESSED SPRINKLER. I i NEW 1/2" WHITE QUICK RESPONSE SEMI -RECESSED PENDENT SPRINKLER 1650F - "K" FACTOR 5.6 VIKING MICROFAST MODEL "M" (SIN VK302) WITH MODEL "E-1" WHITE ESCUTCHEON. /r EXISTING SPRINKLER TO BE REPLACED WITH 1" ARM OVER TO NEW 1/2" WHITE QUICK RESPONSE SEMI -RECESSED PENDENT SPRINKLER 1657 - "K" FACTOR 5.6 - VIKING MICROFAST MODEL "M" (SIN VK302). FIRE PROTECTION PIPING AND SYMBOL LEGEND I r� NEW PIPING � GROOVED FITTINGS ------------ EXISTING PIPING F.C. FLUSHING CONNECTION - - - - - ] UNDERGROUND PIPINGS PIPE CAPPED A ]�] NEW OS&Y GATE VALVE WITH TAMPER SWITCH ®® ( ) EXISTING OS&Y GATE VALVE WITH TAMPER SWITCH A NEW FLOW SWITCH EXISTING FLOW SWITCH NEW PRESSURE GAUGE EXISTING PRESSURE GAUGE I NEW BUTTERFLY VALVE it Am l EXISTING BUTTERFLY VALVE NEW CHECK VALVE EXISTING CHECK VALVE NEW STANDPIPE EXISTING STANDPIPE NEW FLOOR CONTROL ASSEMBLY WITH BUTTERFLY VALVE, FLOW SWITCH, PRESSURE GAUGE, AND DRY -PIPE VALVE ASSEMBLY INSPECTORS TEST/DRAIN PIPING C> OUTLET DOUBLE CHECK BUTTERFLY VALVE IN THE BACKFLOW PREVENTER VERTICAL RISE FREE STANDING FIRE DEPARTMENT CONNECTION I OS&Y IN THE VERTICAL RISE ALARM BELL r WALL MOUNTED FIRE DEPARTMENT CONNECTION ��� FIRE HYDRANT NEW FIRE VALVE - CABINET A chapuis design group arch itecture. pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA tip www.exp.com �y Project #: #22016657 Carl of Auth: 29701 PROJECT FOR D ADVENTHEALTH - ZEPHYRH I LLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: N/A I� 1 I MARK DATE DESCRIPTION PROJECT NUMBER 042.22.236.01 ORIGINAL ISSUE i AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A _ _STRUCTURAL ENGINEER N/A ---- - - MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER CDG EQUIPMENT PLANNER N/A DRAWN BY MGU l/-!/ P= P4 l�/o No. U518 ' A/ # • ' A ; STATE OF �7 v FIRE PROTECTION LEGENDS AND A NOTES SCALE: As indicated a LO In M (2 N N O N a 2 3 4 5 6 Project Status E C 0 F0 LL A 00 �00 Cn J N J N j CV > C) > N . C.0 4 WALL RATINGS: —♦S0S# S— �♦S—�S-��S- -- ♦T T S S � S S - S- 1 HOUR FIRE 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE 2 HOUR FIRE/ SMOKE BARRIER TEMPORARY 1 HOUR FIRE SMOKE BARRIER "GRAY" = EXISTING RATING TO REMAIN 3 FIRE PROTECTION PLAN - NEW WORK 1/8" = V-On 4 5 KEY NOTES 1 EXISTING STANDPIPE 2 EXISTING 3" FIRE SPRINKLER VALVE ASSEMBLY. 3 EXISTING 3" FIRE SPRINKLER CROSS MAIN. 4 EXISTING 2-1/2" FIRE SPRINKLER CROSS MAIN. 5 CONNECT NEW 1" FIRE SPRINKLER BRANCH LINE INTO EXISTING FIRE SPRINKLER CROSS MAIN. 7 DEMOLISH EXISTING FIRE SPRINKLER AND CAP THE ASSOCIATED BRANCH LINE. E chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.407.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA fi � � www.exp.com • �i Project #: #22016657 Cert of Auth: 29701 exp. PROJECT FOR D ADVENTHEALTH - ZEPHYRH I LLS PCU REFRESH 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: N/A I 2 11/02/2022 ADDENDUM #2 CONSTRUCTION COORD. 1 9/8/2022 ADDENDUM #1 MARK DATE DESCRIPTION PROJECT NUMBER 042-22-236.01 ORIGINAL ISSUE AUGUST 26, 2022 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER TIMOTHY P. PENNOCK - PE54516 ELECTRICAL ENGINEER CHARLES T. ALEXANDER - PE76422 INTERIOR DESIGNER COG EQUIPMENT PLANNER N/A DRAWN BY MGU DNA" .P ,P�, '0 jaa y 1 `e, ST Ap FIRE PROTECTION PLANS - PCU WING - DEMOLITION & NEW A WORK SCALE As indicated PROJECT NORTH F=101 C� 1 2 3 4 5 6 Project Status