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HomeMy WebLinkAbout7050 Gall Blvd (106)Advent Health ADVENT HEALTH ZEPHYRHILLS PROJECT AREA GLORG!A Xtiany -....... ....... ....Dothan... ' drEsiviev� M6title - - valdo. a _ _ - . o :cegouia PEeszcola Nin_. '. Tallahassee N °K? ;n Jacksonville ' Panama Crty Gaine ilie «aa �atpna a,a praa2 Titusville orlando - AdvatHealth Clearvaater. Zephyrhills St Petersburg .. _,.. FLORIDA Sarezo+a Port Sit Lucie -Part cb-I.tte West Palm Beach Cape coriil Fort Lauderdale- . - Miami - - E.erq;ades -. - N.P. MAP -STATE PdsGo Wesley Chapel South PROJECT AREA Dade City N rth Saint Joseph Da;:i Creek Srronp Dade ivy - v"�pi T asm Bay Kit, as;, cumpreszcp Green S.vam .rosy. 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SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CDG PA FL # AA-26003049 a rAI HEETS REMOVED - ASI NO. 1 SHEETS ADDED - ADDENDUM NO. 1 SHEETS ADDED - AHCA STAGE 3 A SHEETS ADDED - ADDENDUM NO. 1 3 A HET EMOV D -ASI O. 1 SHEETS ADDED - ADDENDUM NO. 1 3 A REMOVED - ASI NO. 1 SHEETS ADDED - ADDENDUM NO. 1 SHEET NAME REVISED - AHCA STAGE 3 2 G=000 Project Status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a. STRUCTURAL DRAWINGS 7 - 0 DIMENSION LINE TO PART OF THIS PROJECT. THIS PORTION OF THE EXTERIOR WALL WILL BE ADJC ADJACENT GR GRADE RECP RECEPTACLE CAN MEAN INCH OR INCHES; "REINF" CAN MEAN REINFORCE OR b. LARGE SCALE DETAILS � FACE OF STUD, FACE RECONSTRUCTED WITH A NEW SELF-SUPPORTING OPENING AND NEW AFF ABOVE FINISHED FLOOR GRID GROUND REF REFRIGERATOR REINFORCING.) c. SMALL SCALE DETAILS OF CONCRETE, EXTERIOR DOUBLE DOOR ASSEMBLY. AHU AIR HANDLING UNIT GSU GLAZED STRUCTURAL UNIT REINF REINFORCED / REINFORCEMENT d. ENLARGED PLANS AND SECTIONS COLUMN LINE, OR AS E ALT ALTERNATE GW GROUND WATER REG REGISTER D. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING e. FLOOR PLANS NOTED. GENERAL INFORMATION A E AL ALUMINUM GWB GYPSUM WALL BOARD REM REMOVABLE CONDITIONS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO �- 7 AM ACOUSTIC MATERIAL GYP GYPSUM REQD REQUIRED HIGHLIGHTED SELECTED TRADE WORK. REFER TO CONTEXT OF EACH MINIMUM DIMESIONS FOR ACCESSIBILITY CLEARANCES DIMENSION TO FINISH AMP AMPERE RESIL RESILIENT DRAWING FOR USAGE. AND BUILDING CODE REQUIREMENTS SHALL BE FACE, COUNTERTOP ChapU1S design group ANO ANODIZED H HIGH REV REVISION MAINTAINED. EDGE, CLEAR, OR AS s AP ACCESS PANEL HB HOSE BIBB RF RETURN FAN E. SEE PROJECT EQUIPMENT AND MEP SYSTEMS DRAWINGS FOR NOTED. PROJECT ADDRESS. architecture . p a 4. FLOOR ELEVATIONS ARE INDIACTED AT THE FACE OF APPROX APPROXIMATE HC HOLLOW CORE RFG ROOFING SYMBOLS WALL LEGEND 510 VONDERBURG DR. SUITE 216 ARCH ARCHITECT, ARCHITECTURAL HD HOT DIP RG RETURN GRILLE AND ABBREVIATIONS SPECIFIC TO THE PROJECT. STRUCTURAL SLAB, UNLESS OTHERWISE NOTED. �� 7050 Gall Blvd. Zephyrhills, FL 33541 BRANDON, FL 33511 ARR ARRESTOR HDO HIGH -DENSITY OVERLAY PLYWOOD RH RIGHT HAND I I EXISTING TO REMAIN ASPH ASPHALT HDRL HANDRAIL RHR RIGHT HAND REVERSE F. "TYPICAL" OR "TYP" INDICATES IDENTICAL COMPLETE SYSTEM FOR THE 5. VERTICAL O FACE OF ARE INDICATED FROM THE FLOOR EXISTING TO BE Tel. 813-66 03049 HDW HARDWARE RL RAIN LEADER CONDITION NOTED. ELEVATION TO FACE OF FINISHED MATERIAL, UNLESS REMOVED CGDPA - FL # AA-26003049 B BASELINE HDWD HARDWOOD RM ROOM NOTED ABOVE FINISH FLOOR -"AFF". EXISTING TO REMAIN SITE WORK /PARKING. BD BOARD HEB HARDWOOD EDGEBANDING RO ROUGH OPENING G. "SIMILAR" OR "SIM" INDICATES COMPLETE SYSTEM AND COMPONENTS NEW CONSTRUCTION BEJ BRICK EXPANSION JOINT HGT HEIGHT RPM REVOLUTIONS PER MINUTE COMPARABLE TO THE CHARACTERISTICS FOR THE CONDITION NOTED. 6. CEILING HEIGHTS ARE INDIACTED FROM THE FLOOR BLDG BUILDING HID HIGH INTENSITY DISCHARGE RV ROOF VENT ELEVATION TO FACE OF SUSPENDED ACOUSTIC CEILING ROOM TAG NO SITE WORK IS INCLUDED ON THIS PROJECT. eXp U.S. Services Inc. BLKG BLOCKING HM HOLLOW METAL H. "AS REQUIRED" OR "AS READ" INDICATES CONTRACTOR SHALL PROVIDE GRID OR FACE OF FINSIH MATERIAL FOR OTHER CEILING ROOM NAME t: +1.407.660.0088 f: +1.407.660.1655 BM BEAM HO HOLD OPEN S SOUTH COMPONENTS REQUIRED TO COMPLETE THE NOTED SYSTEM AS TYPES, UNLESS OTHERWISE NOTED. ? ROOM NUMBER 2601 Westhall Lane BO BOTTOM OF HORIZ HORIZONTAL SA SUPPLY AIR INDICATED IN THE PROJECT DOCUMENTS. ? AREA OR VOLUME Maitland, FL 32751 BOB BOTTOM OF BEAM HP HIGH POINT SAB SOUND ATTENUATION BATT 7. IN MANY OF THE INTERIOR SPACES THE ACTUAL OCCUPANCY CLASSIFICATION: USA 41; r. DIMENSIONS MAY BE LESS CRITICAL THAN 1F TWOJ18EIIMN•BOF BOTTOM OF FOOTING HPS HIGH PRESSURE SODIUM SAN SANITARY 1. "ALIGN" INDICATES CONTRACTOR SHALL ACCURATELY PROVIDE FINISH ex . wwwp.com • h ELEMENTS 1N THE BUILDING WERE TO BE EQUAL IN THESE �• BOS BOTTOM OF STEEUSTRUCTURE HR HOUR Sc SOLID CORE FACES OF MATERIALS IN STRAIGHT, TRUE AND PLUMB RELATION TO 1-2 - HEALTHCARE, CONDITION 2 Project #: 21000928 BOT BOTTOM HSK HOUSEKEEPING SCH SCHEDULE ADJACENT MATERIALS AS NOTED. CASES, THE WORD "EQUAL" OR "EQ" IS USED IN LIEU OF �`' DOOR NUMBER Cart of Auth: 29701 BR BOTTOM REGISTER HVAC HEATING, VENTILATION AND AIR CONDITIONING SCRN SCREEN THE ACTUAL DIMESION. L SYMBOL AND MINIMUM • BRG BEARING HW HOT WATER SD SOAP DISPENSER CLEARANCES STRUCTURAL SYSTEM. BSMT BASEMENT HZ HERTZ SE SOUTHEAST 8. WHEN A ROOM CENTERLINE IS INDICATED ONLY ONE 12 MIN4" MIN SECT SECTION SIDE OF THE ROOMS ELEMENTS MAY BE DIMENSIONED. A� CAB CABIFD IINSIDE NSIDE DIAMETER SSF GL S UINGLE ARE FOOT / SQUARE FEET MATERIALS LEGEND 9. CFACE OLUMN IDENTIFICATION —L_j WALL TYPE TAG EXISTING STEEL AND CONCRETE STRUCTURE TO REMAIN. INETCAP CAPACITY IN INCH /INCHES SH SHEET a. PARTITION CENETERED ON COLUMNOR CB CIRCUIT BREAKER INT INTERIOR SHR SHOWER GRID LINES WILL NOT BE DIMESIONED ON � FRAME TYPE - CEM CEMENT INSUL INSULATION SHR SHELF /SHELVING SMALL SCALE DRAWINGS BUT WILL BE EXTERIOR & LOUVER BUILDING DATA AND AREAS: CFCI CONTRACTOR FURNISHED / CONTRACTOR INSTALLED INV INVERT SIM SIMILAR CFMF COLD -FORMED METAL FRAMING SK SINK CFOI CONTRACTOR FURNISHED / OWNER INSTALLED JAN JANITOR SL SLOPE CG CORNER GUARD JB JUNCTION BOX SLV SLEEVE C&G CURB AND GUTTER JC JANITOR CLOSET SND SANITARY NAPKIN DISPENSER CH CHILLER JCT JUNCTION SNR SANITARY NAPKIN RECEPTACLE CHAN CHANNEL JT JOINT SPEC SPECIFICATION D Cl CAST IRON JST JOIST SPRINK SPRINKLER CIP CAST IN PLACE SQ SQUARE CIR CIRCULATING K KILO SS STAINLESS STEEL CJ CONTROL JOINT KG KILOGRAM ST STREET CKT CIRCUIT KIT KITCHEN STA STATION CLG CEILING KO KNOCK OUT STC SOUND TRANSMISSION CLASS CLR CLEAR KP KICK PLATE STD STANDARD CM CONSTRUCTION MANAGER KV KILOVOLT STL STEEL CMU CONCRETE MASONRY UNIT KW KILOWATT STOR STORAGE CNDS CONDENSATE STRUCT STRUCTURE/STRUCTURAL CO CLEANOUT L LENGTH/LONG SUP SUPPORT COL COLUMN LAB LABORATORY SUSP SUSPENDED COMM COMMUNICATION LAD LADDER SW SOUTHWEST CONC CONCRETE LAM LAMINATED / LAMINATION SYM SYMBOL COND CONDUCTOR LAV LAVATORY SYS SYSTEM CONN CONNECTION LB POUND CONST CONSTRUCTION LCC LEAD COATED COPPER T TREAD CONT CONTINUOUS LF LINEAR FOOT TB TACK BOARD CONTR CONTRACTOR LH LEFT HAND T&B TOP AND BOTTOM -- CONV CONVERTER LHR LEFT HAND REVERSE TEL TELEPHONE COORD COORDINATE LIN LINEAR TEMP TEMPORARY COP COPPER LL LIVE LOAD TERR TERRAZZO CORR CORRIDOR LLH LONG LEG HORIZONTAL T&G TONGUE AND GROOVE CPT CARPET LLV LONG LEG VERTICAL 3 WAY THREE WAY CR CRASH RAIL LNTL LINTEL TH THICK CS CONCRETE SEALER/SURFACE LONG LONGITUDINAL THRES THRESHOLD CSK COUNTERSUNK LP LOW POINT THRU THROUGH CSWK CASEWORK LT LIGHT TMPD TEMPERED CT CERAMIC TILE LTG LIGHTING TO TOP OF CTR CENTER LTWT LIGHTWEIGHT- TOB TOP OF BEAM CW COLD WATER LVR LOUVER TOC TABLE OF CONTENTS CWB CAPILLARY WATER BARRIER TOF TOP OF FOOTING CYL CYLINDER M METER TOL TOLERANCE MACH MACHINE TOP TOP OF PAVING D DEEP MAINT MAINTENANCE TQS TOP OF STEEL / STRUCTURE / SLAB DB DECIBEL MANUF MANUFACTURER TOW TOP OF WALL DBL DOUBLE MAS MASONRY TRANS TRANSITION DEG DEGREE MATL MATERIAL TSTAT THERMOSTAT C DEMO DEMOLISH / DEMOLITION MAX MAXIMUM TV TELEVISION DIET DETAIL MB MARKER BOARD TYP TYPICAL DF DRINKING FOUNTAIN MDF MEDIUM -DENSITY FIBERBOARD DIA DIAMETER MDO MEDIUM -DENSITY OVERLAY PLYWOOD UC UNDER CABINET DIFF DIFFUSER MECH MECHANICAL UG UNDERGROUND DIM DIMENSION MED MEDIUM LINO UNLESS NOTED OTHERWISE DL DEAD LOAD MEMB MEMBRANE UPS UNINTERRUPTIBLE POWER SUPPLY DMPR DAMPER MEP MECHANICAL, ELECTRICAL AND PLUMBING UR URINAL DN DOWN MET METAL UV ULTRAVIOLET DP DISTRIBUTION PANEL MEZZ MEZZANINE DS DOWNSPOUT MH MANHOLE V VENT DW DOMESTIC WATER MIN MINIMUM, MINUTE VAC VACUUM DWG DRAWING MIR MIRROR VCT VINYL COMPOSITION TILE MISC MISCELLANEOUS VENT VENTILATING / VENTILATION E EAST MLWK MILLWORK VERT VERTICAL EA EACH MM MILLIMETER VEST VESTIBULE EB EDGEBANDING MO MASONRY OPENING VIF VERIFY IN FIELD EF EXHAUST FAN MRI MAGNETIC RESONANCE IMAGING VNR VENEER EG EXHAUST GRILLE MTD MOUNTED VS VENT STACK EIFS EXTERIOR INSULATION FINISHING SYSTEM MTG MOUNTING VTR VENT THRU ROOF EJ EXPANSION JOINT MULL MULLION VWC VINYL WALL COVERING EL ELEVATION ELEC ELECTRIC / ELECTRICAL N NORTH, NITROGEN W WEST, WIDE ELEV ELEVATOR NA NOT APPLICABLE WA WATT EMER EMERGENCY NAT NATURAL W/ WITH EMI ELECTROMAGNETIC INTERFERENCE NE NORTHEAST W/O WITHOUT ENG ENGINEER NEUT NEUTRAL WC WATER CLOSET EOP EDGE OF PAVEMENT NIC NOT IN CONTRACT WD WOOD EOS EDGE OF SLAB NO NUMBER WDW WINDOW EP ELECTRIC PANEL NOM NOMINAL WLD WELDED EPDM ETHYLENE PROPYLENE DIENE MONOMER NRC NOISE REDUCTION COEFFICIENT WOM WALK OFF MATT EQ EQUAL NTS NOT TO SCALE WP WORK POINT EQUIP EQUIPMENT NW NORTHWEST WPFG WATERPROOFING ESC ESCALATOR WS WASTE STACK ESMT EASEMENT O OXYGEN WSCT WAINSCOT EVAP EVAPORATIVE OA OUTSIDE AIR WT WEIGHT EW EACH WAY OC ON CENTER WWF WELDED WIRE FABRIC EWC ELECTRIC WATER COOLER OD OUTSIDE DIAMETER EXH EXHAUST OF OUTSIDE FACE XFMR TRANSFORMER B EXIST EXISTING GFCI OWNER FURNISHED/CONTRACTOR INSTALLED XPS EXTRUDED POLYSTYRENE FOAM EXP EXPANSION OFF OFFICE EXT EXTERIOR OFOI OWNER FURNISHED/OWNER INSTALLED & AND OH OPPOSITE HAND @ AT FA FIRE ALARM OPNG OPENING CENTER LINE FABX FIRE ALARM BOX OPP OPPOSITE 0 DIAMETER FACP FIRE ALARM CONTROL PANEL OH OVERHEAD ± PLUS OR MINUS FCC FIRE COMMAND CENTER # POUND FCU FAN COIL UNIT PART PARTIAL FD FLOOR DRAIN PB PANIC BAR FDC FIRE DEPARTMENT CONNECTION PERF PERFORATED FDN FOUNDATION PERIM PERIMETER FE FIRE EXTINGUISHER PERP PERPENDICULAR FEC FIRE EXTINGUISHER CABINET Pi PRECAST JOINT FF FINISH FLOOR PL PLATE F/F FACE TO FACE PLAM PLASTIC LAMINATE FFE 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 FR 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 CONCRETE (SECTION) O GRANULAR FILL O 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 BREAK LINE �••�••� MATCH LINE DOOR LEGEND F-,--,�TYPICAL DOOR WITH DOOR FULL -SWING HINGE PAIR DOOR L PAIR DOOR - UNEVEN LEAF DOUBLE DOUBLE ACTING DOOR EGRESS DOOR BI-FOLD DOOR SLIDING DOOR — OVERHEAD —T = CASED ROLLING OPENING DOOR EXISTING DUTCH DOOR DOOR DRAWN ACCORDINGLY. ,,__-COLUMN 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. — COLUMN CENTERLINE I PARTITION c. PARTITION FINISH FACE ON COLUMN OR GRID LINE WILL NOT BE DIMESIONED ON SMALL SCALE DRWAINGS BUT WILL BE DRWAN ACCORDINGLY. — jCOLUMN CENTERLINE 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 Pl�_ DOOR 6" MIN. b. AS DIMENSIONED ON PLAN. 12. DIMEENIONS ARE INDICATED. DO NOT SCALE DRAWINGS FOR DIMENSIONS. OFRAME TYPE - INTERIOR O CURTAIN PANEL TYPE DRAWING REVISION O ?? O KEYNOTE NORTH ARROW LEVEL DATUM LEVEL NAME LEVEL ELEVATION DETAIL - SECTION ? POSITION ON SHEET ? SHEET NUMBER I� ? DETAIL - PLAN 1 � POSITION ON SHEET J SHEET NUMBER BUILDING SECTION POSITION ON SHEET SHEET NUMBER WALL SECTION POSITION ON SHEET SHEET NUMBER 4X_xx EXTERIOR ELEVATION X POSITION ON SHEET SHEET NUMBER X INTERIOR ELEVATION X X-XXX X POSITION ON SHEET SHEET NUMBER X ? VIEW TITLE ? DRAWING NUMBER DRAWING SCALE VIEW TITLE W/ REF. ? ? DRAWING NUMBER ? DRAWING SCALE SHEET NUMBER REFERENCING SHEET NUMBER 0 4'4" 8'-0" 16-0" GRAPHIC SCALE FBC EB - LEVEL 2 ALTERATIONS NFPA - MODIFICATION, MINOR REHABILITATION HAZARD OF CONTENT ORDINARY HAZARD CONTENTS RENOVATION WORK AREA = 6,282 SF OCCUPANCY GROUPS 1-2 - HEALTHCARE, CONDITION 2 TYPE OF CONSTRUCTION FBC TYPE IB, NFPA 220 TYPE II (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(2010) • ANSI /AHSRAE/ASHE STANDARD 170 (2008) • UL STANDARD 1069, 7TH EDITION (2007) CENTER FOR MEDICARE / MEDICADE SERVICES ( CMS) • NFPA 101 LIFE SAFETY 2015 EDITION • NFPA 101 LIFE SAFETY 2016 EDITION FLORIDA STATE FIRE CODES: • STATE FIRE MARSHAL'S RULE 69A-3.012 F.A.0 (WITH ALL REFERENCED SUB CHAPTERS) NOTICE OF ACCEPTANCE(S) / FLORIDA PRODUCT APPROVAL(S): TYPE DESCRIPTION NOA FPA COMPANY EXPIRATION NOTES EXTERIOR DOUBLE DOOR STEELCRAFT H SERIES, DOUBLE FLUSH OUTSWING 20-0310.10 SCHLAGE LOCK COMPANY 05/05/23 DOUBLE HM. FLUSH OUTSWING DOORS NOTES: 1. NOA=NOTICE OF ACCEPTANCE; FPA= FLORIDA PRODUCT APPROVAL 2. REFER TO ADDITIONAL INFORMATION IN VOLUME 3 OF THE PROJECT MANUAL 2 CTHIS SHEET ISSUED IN ITS ENTIRETY 0 PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 i C iAuv=nxmea1th i AHCA CLIENT CODE I FILE NUMBER: 231100046-126 2 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 1 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17,2021. 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL CODE SUMMARY, ABBREVIATIONS AND A SYMBOLS As indicated ) �f G=001 1 2 1 3 4 5 6 Project Status I 1 11 1 1 �;T 6T .I�T,,-- I— E iT i s, 131 1i i i, 4a E U � I 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 Ca) BATTS (SAB) PER SOUND ATTENUATION 24"O.C. 1"x20 GA. SAB RETAINER STRAP @ SCHEDULE. BATTS (SAB) PER CONT. SHEET METAL 24" O.C. 1"X20 GA. SCHEDULE CONT. SHEET METAL - — — — — — — CEILING LINE — — — — — —� CEILING LINE CEILING LINE (0 CEILING LINE CEILING LINE SOUND ATTENUATION SOUND ATTENUATION 5/8 GWB BOTH SIDES METAL STUDS, SIZE PER SCHEDULE BATTS (SAB) PER BATTS (SAB) PER SCHEDULE. SCHEDULE. METAL STUDS, SIZE PER SCHEDULE 5/8" GWB E 5/8" ACOUSTICALLY ENHANCED E 5/8" GWB BOTH SIDES 5/8" GWB BOTH SIDES GWB BOTH SIDES (ONE SIDE CONTINUOUS — FACE OF COLUMN OR WALL (NEW OR EXIST) Chapuls design group METAL STUDS, SIZES PER TO STRUCTURE) � architecture a I wl SCHEDULE METAL STUDS, SIZES \ METAL STUDS, SIZE p PER SCHEDULE ACOUSTICAL SEALANT PER SCHEDULE ACOUSTICAL SEALANT 510 VONDERBURG DR. SUITE 21 ACOUSTICAL SEALANT BOTH SIDES ACOUSTICAL SEALANT BOTH SIDES BOTH SIDES BRANDON, FL 33511 BOTH SIDES Tel. 813-667-2340 FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE �� FLOOR LINE 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 •� h Project #: 21000928 i Cert of Auth: 29701 NON -FIRE RATED WALL A NON -FIRE RATED WALL, SMOKE TIGHT B 1-HOUR WALL C HIGH STC, NON -FIRE RATED WALL U STUD FURRING R ex 0 NTS NTS NTS NTS NTS 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" - - 3 1 /2" 57 RAL TL06-334 U 3 5/8" - - 3 1 /2" 55 TL-06-336 ... 4..•°. a-.. •a - a • _ a _ �.• • °- . - . , a n° -¢ •a°- °� e° P° SPRAY -APPLIED FIRE -RESISTIVE ° MATERIAL a , (BERM) g; , o-° :. a o-/ I �• EXISTING METAL q I I I j ram. I I I I REMOVE EXISTING STUDS IN EXISTING °00 GWB SOUND AND _ a I I I I (I I I I I I I METAL STUDS ABOVE SMOKE TIGHT D o CUT ONE LAYER GWB TO 77 o -`' SMOKE CLOSURE = LO HEADER. GYPSUM ASSEMBLY. D FOLLOW PROFILE OF DECKING. STRIP SECURE TO I o o I I I I J I— — J L I 1 I NOTE: THIS IS TO —.I I __. _i I _ NOTE: THIS IS NOT A BECOME A 1-HOUR FIRE RATED WALL o SEAL CONTINUOUSLY WITH o STRUCTURE AND SEAL - 1 '-' 2"x20 GA o I I I I'T' — — — — -Ti I I I C3 ACOUSTICAL SEALANT. WITH ACOUSTICAL o STRAPS @ 16" 20 GA Z-BARS FIRE RATED WALL z :.ter:'_ : -, SEALANT O.C. = TO I I III I I I i Uj v,' ,.� NEW GYPSUM TO BE ACOUSTICAL SEALANT ;' ~ ,:1=j;`- -- [ ; INSTALLED OVER EXISTING ACOUSTICAL SEALANT ACCOMMODATE JAMB STUD BOTH SIDES SFRM °., SLOTTED TOP FILL FLUTE VOID W/ ( } I I I III REMOVE EXISTING HEADER ' TRACK I F, SAB II III III Ii N ZI = - - SLOTTED TOP I - ACOUSTICAL _ METAL STUD TRACK TRACK I I SEALANT (BOTH ( w C," PROJECT FOR STUD I I 11 I I �( (I :,. •.. `: ,`,. TAPE AND MUD NEW REMOVE EXISTING JAMB GYPSUM INTEGRAL WITH SIDES) I I I I i III , ¢ ADVENT HEALTH STUD I STUDS wl '. EXISTING GYPSUM FOR A SAB I _1=., SAB I I { III I ({ x SMOKE TIGHT ASSEMBLY, TYP. ALL EDGES Z E P HYR H I L LS GWB GWB `I NEW INTERIOR 3 5/8", u G I 22 GAGE, METAL I i t III III I I I I a.=:,_,�_•:-•.-;;_:,"-•-,,;,_._->,,,',��, I CONCRETE SLAB METAL DECK METAL DECK STEEL BEAM I I I I III III 1'1 "'.,t -` STUDS, MAX. 16" O.C. (PERPENDICULAR TO FLUTES) (PARALLEL TO FLUTES) ''-`' .rt - ; 5/8" GYPSUM, BOTH SIDES OF ASSEMBLY DETAIL B1 - "SMOKE PARTITIONS AND SOUND -CONTROL WALLS"- ADDITIONAL NOTES: ( {,�;'; ;,_,' .,_f•- - UROLOGY SUITE 1. UPGRADE TO DETAIL "Al" WHERE WALL IS DESIGNATED WITH A FIRE -RESISTANCE RATING. SEAL GYPSUM TO FLOOR, RENOVATION 2. FILL VOIDS WITH SOUND ATTENUATION BATTS (SAB). I I I ( III III `:,,.: , _ _.:;`;;= =• ; "' '�:, 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.'_, ; ,r ,'. 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 — —III III — _ _�'; ;°`,;, ` _ METAL STUD TRACK 4. BUILDING CODE REQUIRES THAT SMOKE PARTITIONS BE SEALED TO STRUCTURE AS INDICATED TO SUCCESSFULLY "....LIMIT THE PASSAGE OF SMOKE.,... I -_: D1 HEAD -OF -WALL CONDITIONS - STUD WALLS - SMOKE PARTITIONS AND SOUND CONTROL WALLS D5 DOOR INFILL - EXISTING - RATED WALL -DEMO D6 DOOR INFILL - UNRATED WALL 7050 Gall Blvd. 3 1 0 1/2 - 1 0 1/2 - 1 0 Zephyrhills, FL 33541 CONT TREATED WOOD BLOCKING: 2x6 FOR ps CASEWORK, PER DETAIL ��' FOR EQUIPMENT I I I I I( EXISTING METAL GO 4�' I I 11 STUDS IN EXISTING �� II II 11 11 I II NOTEUTIHISSS OLY. C C I I I I I I I 1( BECOME A l-HOUR 10-24 x 1 1/2" WOOD FIRE RATED WALL Adviunt Hmmealth SCREWS (6 PER PIECE z -�'�'a OF BLOCKING) I QI _ rf)l_: TREATED WOOD I I d : , METAL STUDS AT BLOCKING - CUT TAPE AND MUD NEW TYPE 1 BACKING PLATE 16 OC MAX TO FIT METAL STUD CLOSE OPEN ''1; '_" „ ' ;G•f'-; GYPSUM INTEGRAL WITH AHCA CLIENT CODE I FILE NUMBER: 23/100046-126 N ZI '.` _ I (I EXISTING GYPSUM FORA 1- CONNECTOR PLATE (OVERLAP HVAC WITH 6 MIL. STRUCTURAL DECK '- w ' _ �_ �''_ =; V ,..: ` :=k' ' - HOUR FIRE RATED AT CONTINUOUS BACKING SHALL BE USED FOR ANCHORAGE OF POLY AND SEAL I ` '`, _ _ I I ASSEMBLY, TYP. ALL k RUNS) THE FOLLOWING: WITH DUCT TAPE I I_- `^ ^ �`�' I k GAS CYLINDER BRACKETS — — — — — _ _ — I �"- = ` ` ' � - EDGES. SIM U465 ISOMETRIC VIEW PLAN VIEW I I <I I SINKS -' NEW INTERIOR 3 5/8", METAL STUD FRAMING AND � SPACING PER PARTITION L _ _ _ _ _ _ _ _ CEILING LINE TYPE URINALS I I _ j• _ ,, - I 22 GAGE, METAL ,F.i - `z ''''=.f-C;" STUDS, MAX. 16" O.C. x SHIM TO MATCH LEAD THICKNESS - •/ � FLOOR TO DECK. x o DRESSING BENCH (�2 ISOMETRIC & TYPICAL WALL BACKING I I=_:i'-:t .' GRAB BARS v 3/4" = 1'-0" 3 5/8" NON -LOAD I I - I UNINTERRUPTED HANDRAILS BEARING WALL t r___;,('I,' -= ,'_,' ; "C.F- _" 5/8" GYPSUM, BOTH ADJUSTABLE WALL HUNG COUNTER FRAMING SYSTEM I I i I SIDES OF ASSEMBLY METAL STUDS BEHIND GWB =;� `;_,;'- FIRE RATED HEAVY DUTY SEAL GYPSUM TO FLOOR, FLEXIBLE WOOD BACKING PLATE - - - SYSTEM 2" MAX, ®r_ 5/8"GWB, TYPE'X', BOTH SIDES I -� "�' •-��;::-.-�:'':,;; ;��-`�=>,•� TYP. BOTH SIDES TO INHIBIT 2" MAX. 1" MIN. -- PASSAGE OF SMOKE ULTIMATE LOADS ON BACKINGCAL SECTION I I ,','' .`'' ,'• ?'_`,; ,: METAL STUD TRACK STUD SPACING PACK WITH THERMEFIBER SAFING — — — — — �'='- VERTICAL LATERAL AT MANUFACTURED DENSITY WITH FILL WALL CAVITY WITH 2 APR 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS NO VOIDS OR GAPS R19 312" BATT INSULATION TYPE 1 16" O.C. 800 LBS 500 LBS O O O m=_ DOOR INFILL - RATED W ALL 1 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET MARK DATE DESCRIPTION 24" O.C. 725 LBS 425 LBS CONSTRUCTION OCCUPIED C6 1/2" = 1'-0" 48" MAX.. _� T SIDE SIDE PROJECT NUMBER 042-20-164.01 r METAL RUNNERS ORIGINAL ISSUE MAR. 17, 2021- MULTIPLE CONDUIT / PIPE PENETRATIONS II WL 8071 ONE OR TWO LAYER OF DRYWALL CONTINUOUS SEALANT PROJECT MANAGER TEC ALTERNATE 1: BLOW-OUT ONE BOTH SIDES PROJECT DESIGNER TEC THREE #10 LOW PROFILE TYPE 2 BACKING PLATE SIDE OF WALL TAPE &JOINT �S. I STUD, T DBMS AT EACH SHALL BE USED THE FOLLOWING: OR ANCHORAGE OF COMP. DRYWALL OR SEALANT FLOOR LINE PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B I �/ I x l PACK WITH _ B LANDSCAPE ARCHITECT N/A II II II II x THERMAFIBER SAFING = BASE CABINETS k AT MANUFACTURED METAL RUNNERS 1 CIVIL ENGINEER N/A METAL STUD FRAMING AND ° FULL HEIGHT CABINETS !I Il II SPACING PER PARTITION DENSITY WITH NO • USE DUCT TAPE TO SEAL ALL PIPE AND DUCT xl TYPE ° WALL MOUNTED CABINETS VOIDS OR SECTION PENETRATIONS OF PARTITION & POLY BARRIER. STRUCTURAL ENGINEER N/A II II I ALTERNATE 2: i FACE TO BE GUARDRAILS GAPS RATING INFORMATION 2 MECHANICAL ENGINEER N/A {{ x I ( I SEALED WITH DRYWALL, SEALANT • SEAL ALL JOINTS WITH PLASTER TAPE SECURED BY THIS SHEET ISSUED DOUBLE STUD FRAMING WHEN ° TOILET PARTITIONS OR TAPE AND JOINT COMPOUND. FIRE RATING - 1 HOUR RAM -TACK, HIGH TACK SPRAY OR EQUIVALENT. II II (I LOADING OCCURS ON BOTH II I{ II SIDES AND EXCEED ALLOWABLE TOILET COUNTERTOPS NOTE: OVER 1 GAP REQUIRES A STC RATING - 45-49 IN ITS ENTIRETY ELECTRICAL ENGINEER NIA LOAD SHOWN BELOW ° ELECTRICAL PANELS TYPICAL SECTION BLOW-OUT PATCH BASED ON UL-465 • FINISH OCCUPIED WALL SIDE WITH GLOSS PAINT. INTERIOR DESIGNER TEC II II ALTERNATEI OR 2 MAY BE USED ON EITHER SIDE OF EQUIPMENT PLANNER N/A 16 GA. X 6" RUNNER TRACK ° HEADWALLS II II X 1-1/4" LEG NOTCHED AROUND WALL. ONE SIDE OF PENETRATION MAY REMIAN OPEN. DRAWN BY SDL STUDS, EXTEND TO (1) STUD ° UPPER WALL -HUNG SYSTEM BEYOND EQUIP. ATTACHMENT PT. FURNITURE PARTITION TYPE - TEMPORARY 1 HOUR FIRE CABINETS BACKING PLATE BOTH SIDES SYSTEM FURNITURE "PANEL" THAT IS 5 1 1/2" = V-0" I RUNNER STUDS W.O. REQUIRED TO BE MOUNTED TO A MULTIPLE PIPE P E N ET RATION 1 WALL B2 —110 CHANNELS, TYP. 1" = V-0"ISM 7SI GYPSUM PATCH ( BUTTER ALLOWABLE LOADS ON BACKING BACK SIDE OF SURFACE) BACKING _ ANNULAR OPENING TYPE 2 VERTICAL LATERAL A A / ISM — �s — JSI IN PARTITION 6" X 16 GA. TRACK 220 LBS 200 LBS /' I' — — —I' I AROUND PIPE OR CONDUIT GREATER A - 3„) I I THAN 3" DIA � • �Ir� TYPE 3 BACKING PLATE I I I I BOARD CUT GYPSUM TIGHT TO V� V SHALL BE USED FOR ANCHORAGE OF — — PIPEIOT MUD / TWO #8 LOW PROFILE PAN THE FOLLOWING: AND TAPE HEAD SMS AT EACH STUD, k TYP. ° TOILET AND BATH ACCESSORIES _ HOLES OVER 3" DIA EDGES ICI ° TELEPHONES A LA / — DO NOT REMOVE I GWB PATCH- BUTTER METAL STUD FRAMING AND ° BULLETIN BOARDS SECTION A -A SPACING PER METAL STUD COMPOUND � BACKSIDE SURFACE. DO PARTITION TYPE ° MIRRORS NOTE: SECTION A -A A \\\ I I— — — — —1 I ( NOT REMOVE JOINT x I EDGES AT ISI— — — �s EDGE COMPOUND DISPLACED AT PARTITION ° EXAM LIGHTS 1. FOR FIRE RATING OF 1,2,3 & 4 HOURS NOTE: GENERAL 8"-16"X 18GA. MIN. HIGH 2. REFER TO FULL SYSTEM DESCRIPTION W-L-1001 1. FOR FIRE RATING OF 1& 2 HOURS i METAL ° DIRECTORIES SECTION A -A I TYPE 'G' SCREWS MIN. 2 PLATE, EXTEND TO (1) STUD 2, REFER TO FULL SYSTEM DESCRIPTION W-L-1 NOTE: ISI— — <3" _ SI J PER SECTION. LEAVE TYPES, DETAILS AND BEYOND EQUIPMENT ° CHART RACKS PARTIAL SYSTEM DESCRIPTION: _ _ 1111 ATTACHMENT POINT ° LIQUID CHALK BOARDS A. STEEL PIPE: NOM. 24" DIA. OR SMALLER SCHED 10 OR PARTIAL SYSTEM DESCRIPTION: 1. FOR FIRE RATING S 1 & 2 HOURS _ EXPOSED HEAVIER A.STEEL PIPE: NOM. 12" DIA. OR SMALLER SCHED 10 OR 2, REFER TO FULL SYSTEM DESCRIPTION W-L-5001 � I • (— � • ANNULAR OPENING IN NOTES LITERATURE RACKS PARTITION AROUND PIPE A B.IRON PIPE: 24" DIA OR SMALLER SERVICE WEIGHT OR HEAVIER PARTIAL SYSTEM DESCRIPTION: I OR CONDUIT 3" DIA OR A MAGAZINE RACKS HEAVIER CAST IRON PIPE, NOM. 12 DIA OR B.IRON PIPE: 12" DIA OR SMALLER SERVICE WEIGHT OR BACKING PLATE BOTH SIDES " A.STEEL PIPE: NOM. 12" DIA. OR SMALLER SCHED 10 OR I I I I LESS W.O. ° SIGNAGE SMALLER CLASS 50 OR HEAVIER DUCTIILE IRON HEAVIER CAST IRON PIPE, NOM. 12 " DIA OR HEAVIER HOLES UP TO 3" DIA ° SUPPORT FOR MEMBRANE PRESSURE PIPE SMALLER CLASS 50 OR HEAVIER DUCTIILE IRON B.COPPER TUBING: NOM. 6" DIAM OR SMALLER TYPE L OR PAN SHOWER INER C.CONDUIT: NOM. 6" DIA. OR SMALLER STEEL CONDUIT PRESSURE PIPE HEAVIER COPPER TUBING OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL C.CONDUIT: NOM. 4" DIA. OR SMALLER STEEL CONDUIT C. COPPER PIPE: NOM. 6" DIA OR SMALLER REGULAR OR BLOW-OUT PATCH METAL TUBING OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL HEAVIER COPPER PIPE ONLY 1 LAYER ON EACH SIDE OF WALL REMOVED REQUIRED FOR 1 OR 2 HOUR WALLS D.COPPER TUBING: NOM. 6" DIAM OR SMALLER TYPE L OR METAL TUBING BLOW OUT PATCH IS NOT ACCEPTABLE ON WALLS RATED AT 3 OR 4 HOURS SCALE As indicated HEAVIER COPPER TUBING D.COPPER TUBING: NOM. 4" DIAM OR SMALLER TYPE L OR E. COPPER PIPE: NOM. 6" DIA OR SMALLER REGULAR OR HEAVIER COPPER TUBING NOTES: HEAVIER COPPER PIPE E. COPPER PIPE: NOM. 4" DIA OR SMALLER REGULAR OR 1. BUTTER ENTIRE BACK SIDE OF PATCH WITH JOINT COMPOUND. F. OTHERS* AS DESCRIBED IN FULL SYSTEM DESCRIPTION HEAVIER COPPER PIPE 2. LEAVE ALL SCREWS EXPOSED 0 M -010 CO Al BACKING PLATEI A2 SYSTEM W-L1 A3 SYSTEM W-L2 A4 SYSTEM W-L3 A5 BLOW OUT PATCH DETAILSI y N 3" = V-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1" = 1'-0" 4 5 6 Project Status :de1 I. i I ul IIIII: :I fill 19 hlmlbw lullldGl In 1141411fix IPI ❑.iGinF iI IJil lV, 1 1 1 h 1 11 1� i I — I I. i I T` 1� 1; T1 I TYPE 3 BACKING ALLOWABLE LOADS ON BACKING VERTICAL LATERAL 8"-16" X 18 GA. PLATE 15 LBS 5 LBS C B A 1 � 2 3 4 j 5 6 — J-RUNNER DUCT WORK WHERE OCCURS 2 1/2" (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" = V-0" c C7 LL X a J-RUNNER DUCT WORK WHERE OCCURS 2 1/2" (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 -- E4 J-RUNNER DUCT WORK WHERE OCCURS 2 1/2" (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 SAMPLE NFPA 170 SAMPLE NFPA 170 SAMPLE NFPA 170 RATED WALL ASSEMBY RATED WALL ASSEMBY RATED WALL ASSEMBY DESIGNATION DESIGNATION DESIGNATION TAPE AND MUD WALL WITH RECOGNIZED WALL WITH RECOGNIZED WALL WITH RECOGNIZED ` TESTED ASSEMBLY TESTED ASSEMBLY �- TESTED ASSEMBLY NUMBER: I.E. UL 465 = NUMBER: I.E. UL 465 , - NUMBER: I.E. UL 465 , t LEAVE ASSEMBLY _ TAPE AND MUD }� + EXPOSED FOR VIEWING = I 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 SS THAN 6" 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 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 a o CONTINOUSLYUJ l90 RUNNER FASTEN T d I ESS THAN 24" O.C. 6„ I z l 0 RATED PARTITION AS SCHEDULED 2"X2"X20GA CONTINUOUS ANGLE RETAINER - SCREW TO STUD LINE OF STRUCTURE 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 1 1/2" = V-0" LINE OF STRUCTURE - - — — — — — — — — — — — — — — - PARTITION AND BEAM _ RUN PERPENDICULAR TO DECK RUNNER I p SPRAY FIREPROOFING, FASTEN 24" O.C. I x �U_i I CONTINUE INTO VOIDS o ABOVE BEAM IL oaZ I UJ RATED T PARTITION AS I Z I SCHEDULED . FILL CAVITY WITH I I FIRESAFING 1 I - 2" X 2" X 20 GA CONTINUOUS ANGLE _4j RETAINER - ATTACH TO STRUCTURE AS occi iior-n BOOM SUPPORT DETAIL 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 SEALANT SPRAY FIREPROOFING x W II Q C3c N '' I RUNNER TRACK BEHIND VERTICAL GYP BD JOINTS ' 20 GA Z-CLIPS AT 2" O.C., ATTACH BEFORE ABUT GYP BD APPLYING SPRAY TIGHTLY TO FIREPROOFMG FIREPROOFING { I I I RUNNER, FASTEN RUNNER TRACK I I WITH CLIPS BEHIND VERTICAL I I GYP BD JOINTS RATED PARTITION AS SCHEDULED INSULATION AS REQUIRED C3c SECTION AT RATED PARTITION UNDER BEAM 1 1/2" = V-0" - - CUT GYP BD TO FILL VOIDS WITH CONFORM TO DECK FIRESAFING PROFILE AND TO TIGHTLY ABUT 2 RUNNER FASTEN SPRAY THIS SHEET ISSUED 24" O.C. :. FIREPROOFING IN ITS ENTIRETY FILL CAVITY WITH FIRESAFING - - MAX GYP BD CANTILEVER: 6" GYP BD MUST = SPAN 2 STUDS MIN. METAL STUD, IN WALL, TYP. L-PARTITION PLANE c 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 004 www.exp.com •��i Project #: 21000928 exp. Cert of Auth: 29701 C B PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 Adxvq�nt m0mealth AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 2 APRIL 14, 2021 ASI No.1 - AHCA & OWNER REVISIONS 1 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER NIA MECHANICAL ENGINEER N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL GENERAL PARTITIONS DETAILS A As indicated Q SECTION AT RATED PARTITION SECTION AT RATED PARTITION SECTION AT RATED PARTITION SECTION AT RATED PARTITION' ADJACENT TO BEAM ADJACENT TO BEAM ADJACENT TO BEAM - W/ALT PERPENDICULAR TO BEAM G=020 o Al 1 1/2 - 1 0 A2 1 1/2 - 1 0" A3 1 1!2" = 1'-0" A4 1 1/2" = V-0" .- r'n N - -- N N 1 2 3 4 5 6 Project Status I Ii r Ln,Tri 0 C A A 1 2 3 4 5 6 —_ — RECEIVING DOCK 0 PARTIAL PROJECT LIMIT LINE I! SUPPLY SUPPLY IS�Svill 112 IR;POOL 1 �W F 113 up i � �"I SOILED I BODY LINEN� OG Cn wclnQm � � I' EXAM 7 ; 1110 10 I�' I 1 EXAM 6 109 OFFICE OFFICE I 1� 1 Cf)1 Cn LU cn 10 C'3 (n 11 EXAM 5 C o co 108 Q T 1 co OPENOPEN I SUPPLY co 0 I � ' 107 EXAM 4 0— I Uam CO1� co I' 02 co STOR 1; EXAM 3 0 1; 106 11 Cn l BED A Cl)I XAM 2 REPAIR v, 1 "' 105 c� � I / i� Wi EXAM 1 co i4;A w z J � 1� � 104 �i 01 � a � r� J BIOMED BIOMED QI' RECEPTIO 0 0 , 101 r Q1�, _�� �l' s PARTIAL PROJECT LIMIT LINE ♦S—�-S S C0 SMEMS®OS�SMOS SAS 1 p PED. WAITING RECEPTIO I co 201 A 202 1° co I� I) I� Room 1 WAITING I 243 1; 201 U 1� I 1 I 1 —S SmS®SIZSL� ����� PARTIAL PROJECT LIMIT LINE OFFICE 0 STORAGE 5 ` III s s� 1 Cn n 1 I 1C' ,i 1 1 0 1Cn "1 v in 17 to I MECH. OFFICE EXAM EXAM SPEECH 0 THERAPY PLAN - 1 ST FLOOR - DEPARTMENT PLAN - EXISTING POOL/ STORAGE IIRLPOOL 11s 2 114 TLl 115 W. LOCKET 117 STAFF WORK 121 WORK 122 STORAG LINE 103 124 LINE OFFICEIF 225 102 PEDS GYM 127 P. 1 M. J STAFF OCKER LOUNGE 118 119 OBSERV 129 QUIET ROOM 12$ f OPEN GYM 123 1~ U LU 10 IL IF- 1< a (L1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 I I 1 1 1 1 1 I 1 1 1 1 1 L 1 i-J 1� IJ U LLJ I3 O Cr i-J J Q IQ �mhCL Al 2 THIS SHEET ISSUED IN ITS ENTIRETY E 0 C chapuis design group arc h 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 www.exp.com •� h Project #: 21000928 Cert of Auth: 29701 ex pe PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 Advq=ntHealth AHCA CLIENT CODE / FILE NUMBER: 231100046-126 2 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 1 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET MARK I DATE DESCRIPTION PROJECT NUMBER 042.20-164.01 ORIGINAL ISSUE MAR.17, 2021- PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT NIA CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL DEPARTMENT PLAN A SCALE 118" = T-0" Q 1'$" =1'-0" PROJECT O NORTH NG=050 U)7 VJ N � N 1 2 3 4 5 6 Project Status — I:. I: 'I I IIB LI Ih l 'J. II ilW.l,i WuLfllfl �119i � I Wl�; i. �h 9 lle:f �^'li : �I�I IN I, LI.i i t'�lil I� I I I I I �, I r � I I i k I �. � 1 2 3 4 5 6 GENERAL NOTES: LIFE SAFETY R 0 U yl O N O N 0 0 J J } S W N 2 N CV O EQ UO M o eh Cn U r D f N � O _ � N E IC C B A . j �r %ram LVL-1 1 / 16" - 'I' 0" ----------i 1 I { p - - - - - - - - - - - - STAIR S' CAPACITY 153 ENTRANCE: 3C /2 - 180 � I STAIR: 46"/.3 = 153 I DISCHARGE: 36"/.2 = 180 { _ - - - LEVEL OF DISCHARGE: FIRST FLOOR I rdll PROJECT AREA l STAIR'G a -TO 1V T APL E ENT aaeN. srrloE"Art Ater 'a`\.� CAPACITY 153 ENTRANCE: 36 j 2 - 180 153 IR DISCHARGE: 36" .2.._- 180__ ( _ ._....----_-.• LCNELI OF DIS HARGE; FIRST FLOOR I w � �EHpNFFHN7C ENGNEYfNNG 5 - � � --_ - Cg q j YElYi0.MX'X FE - Q FE LJ� sa s &� C � ar STAIR'G' CAPACITY 153 ENTRANCE: 36 /.2 180 STAIR: 46 / .i 153 DISCHARGE: 36"/.2 = 150 LEWEL OF DISCHARGE: FIRST FLOOR STAIR W CAPACITY 153 ENTRANCE: 36"/.2 = 180 STAIR: 46"/, 3 = 153 DISCHARGE: 36"/.2 -- 180 LEVEL OF DISCHARGE: GROUND FLOOR _. OPFN AV Y F 7 M Nf$e imyFL S PWEY J t F OFF CLJJ J SlG ppNR•�1E��� �. r � :. •.'l'�❑ tes! C C- OFFICE < - EMERY r.5 tpEaENE.EPMC F LOOKERS L' fl§Y OFT, 0 I�EtI 1fEE.l1 IRI .W� I I C) C, ( L X\ ( Q LIFE SAFETY PLAN - FIRST FLOOR P L4AOi6G Q= - *AM EUkR ALS o D ' PARTIAL PROJE LIMIT LINE o PASS 67 KIEE. r �\ - - r -_..:T PkMA"G FEC [i�i F a C M& 1 4- S wn�Nau3E �� m - (rm NR FM 1 OKEZf.ARY E � � � G EME,Ek Narr 3 F Ra n r �F� �- _-_ a3 w� � � CPfN A!1 6PEE7£Ma; TO 1 », � L _.__ J 1 CN Wi <S> wvAc � - 1 SEAT 1 1N'r q LNEN SUPPLY _ O TOT 1 1 I AVEL DI 62 BNMt (�}� FM DOTY 1 ,0 1 OPEN MU 80 WAR VT 1 Pc k 1 stcaxs Olt IWT SORn IFE r LINEN L PROJECT MIT UNE 1 t OWNt. OFEErx N �ttsa9uia t� �.E � PBAarR1c exaNa xF4PTN - L �. 1 a , IS F. -:. �S'VC F5hT L STCR L7FRCE /tLE.Y tTi;,v. _ Aiil! � 1 '4ad,onkdWMlow pueuc. wa�c coNgpoR iy� AHU.g'C Oay.REVQOS M. SEaF 6 St 4FRC£ Et-2 FINTOT ,5 LAC. � ANIXO G IMNu''�••I ATMO LOONY (HIQI ML'Q ' � 1. D L /S' A�At... Tp'T S �% �. FE ORI1Y FE _ Lr 4 C _ _ OWN P%'.XCN9eL w ,r t ¢mn uaer �r't L ISTNC s mr �5'N _ C earx L $ I FIE jj ,_ oraoe/carveWMslaw Orml NAVA WORK a ...- i // (SFr SHOP -- - 44 C. { "TO C 0www L 'attar � _ UEV CA OP ---_ •�ti' .f3AOIbREt1RN `\ F XCEPTO L C ' \32 07a 0M S7AFF/ F Ors. 171 'Tr-- STAIRV I CAPACITY 153 �- \` � _- - -= FNTRANCE: 36"/.2 180 / S [AIR: 46"/.3 - 153 DISCHARGE: 36"/.2 180 LEVEL OF DISCHARGE: FIRST FLOOR --- - 1. THE INCLUDED EXISTING LEVEL OF DISCHARGE PLAN INFORMATION HAS BEEN PROVIDED TO CDG, PA BY THE OWNER. CDG IS AUTHORIZED TO RELY ON THE ACCURACY OF THE INFORMATION PROVIDED. ARCHITECT IS ONLY RESPONSIBLE FOR NEW CONSTRUCTION WITHIN PROJECT AREA. 2. NO LIFE SAFETY COMPONENTS OR TRAVEL DISTANCES HAVE BEEN MODIFIED OR CHANGED FOR THIS PROJECT. Al 2 E THIS SHEET ISSUED IN ITS ENTIRETY SYMBOLS 2 HR, F'iRE/SMOKE PARTITION 2 HR. PARTITION 1 HR. rIRL/SMOKE PAR111ION 1 HR, FIRE PARTITION NON --RATED SMOKE 1IGHT PARIHON EXIT TABULATION - FIRST FLOOR S110KL OCCUPANCY OCCUPANTS LXIT INID1I.1 COMPARTMENT TYPF 7nN£ I AREA K FT. NUMBER INCHES REQUIRED PROVIDED 1A 12,370 TREATMENT 12,370 240 52 0.? 10.4 177 1B 19.950 OUIPATIENT 4,290 100 43 0.2 8.6 101 TREATMENT i5,66O 240 fib 13.2 1C 16,584 OUTPATIENT 6,386 100 64 0.2 13 166 TREATMENT 4,015 240 17 3.4 MECHANICAL 1,955 300 7 1.4 ASSEMBLY 4,228 15 282 b6A 1D 13,992 OUTPATIENT 6,837 100 69 1 0.2 13.8 152 MECHANICAL 1,135 300 4 .8 ASSEMBLY 6,020 15 f 402 80.4 1E 13,844 TREATMENT 11,249 240 47 0.2 9.4 31 MECHANICAL 1,347 300 5 1 ASSFMBt.Y 1,248 15 84 16.8 1F 12,597 TREATMENT 11,858 248 50 0.2 10 1 134 MECHANICAL l39 300 3 .6 1 1G 4,890 ANCII.1 ARY 4.150 240 18 0.2 7.r, 124 MECHANICAL. 740 300 3 6.6 1H 6,290 OUTPATIENT 3,360 100 34 0.2 68 66 I TREATMENT 2,930 240 1.3 ?.E 1l 1.5,39j 1 TRFAiM[NT 13,39a) 240 56 R 11.2 220 11 13,022 TREATMENT 13,022 240 55 0.2 11 132 TOTALS 126.931 1,374 275 1303 Er' ROOM, Inc. 1715 N. Westshore Blvd, suite 600 Tampa, Florida 33607 813-289-5550 Fax 813-28"263 www.rsandh.com FL Clot. Nos, AAC001886 * IBlDlIM * 501 LCCM1D' C40 AdventHealth Zephyrhilis 7050 Gall Blvd, Zephyrhills FL 33541 Life Safety Plans Statement of Conditions COPYRIGHT: 2017 THE OONMMOFTHESE DOCDMENTB, INCLJIMOFTHE DESONARE COPYR6IIFFTEDAND PROPRIETARY. THEARCHITECT 814AU.USE ALL LEGALAVMO AVALAKE TO FWTECT MD COPYMMfT.ANY USE NOT A11DO MINWRRINGBYTHEARCHITECT6PROHIV Drawn: KN TO THE BEST OF MY KNOWLEDGE, T4G_ PLANS AND SPECIFICATIONS COMPLY WITH THE MINIMUM BUILDING CODES. Revised: First Floor Date: LS- 1O 1 02f2212019 C 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 A07,660.1655 2601 Westhall Lane Maitland, FL 32751 USA •a b • www.exp.com lei Project #: 21000928 Cert of Auth: 29701 exp. PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 MW Adivirent AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 2 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 1 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET MARK DATE DESCRIPTION PROJECT NUMBER 042-20.164.01 ORIGINAL ISSUE MAR. 17, 2021- 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL LIFE SAFETY PLAN - EXISTING LEVEL OF A DISCHARGE As indicated LS=101 CU v 1 2 3 4 5 6 Project Status 1 � 2 3 � 4 5 E C B Room 243 FE 1 1 1 1 i SOILED LINEN OFFICE i 0 OPEN SUS BED RED •ug s PARTIAL PROJECT LIMIT LINE 0 PROJECT LIMIT RECEIVING OFFICE STORAGE OFFICE PLAN - 1ST FLOOR- LIFE SAFETY- EXISTING 1—J 1~ U W 10 o_ J a 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 i 1 1 1 1 I I 1� d Room 243 SOILED LINEN OFFICE i a OPEN SUS BED RED BIO�MED PARTIAL PROJECT LIMIT LINE FE d 1 AITING 01co � u 10 I' u Cn / v ass s®s—sue ����s4 PARTI�L PROJECT LIMIT LINE S � S RECEIVING OFFICE STORAGE OFFICE PLAN - 1 ST FLOOR - LIFE SAFETY - NEW WORK 1 /8" = V-0" Fr7R, GENERAL NOTES: LIFE SAFETY 1. THE INCLUDED EXISTING LEVEL OF DISCHARGE PLAN INFORMATION HAS BEEN PROVIDED TO CDG, PA BY THE OWNER. CDG IS AUTHORIZED TO RELY ON THE ACCURACY OF THE INFORMATION PROVIDED. ARCHITECT IS ONLY RESPONSIBLE FOR NEW CONSTRUCTION WITHIN PROJECT AREA. 2. NO LIFE SAFETY COMPONENTS OR TRAVEL DISTANCES HAVE BEEN MODIFIED OR CHANGED FOR THIS PROJECT. 1 d WALL RATINGS: 1 HOUR FIRE --�.5--�.g—♦.S— 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE 2 HOUR FIRE/ SMOKE BARRIER —�T ------ -T TEMPORARY 1 HOUR FIRE SMOKE BARRIER PARTITIONS: EXISTING/REMAINING NEW WORK C = _ 7 DEMOLISHED E 0 C B 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 www.exp.com y ex Project #: 21000928 `� Cert of Auth: 29701 PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AdmuntH"ealth AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 2 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 1 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET MARK DATE DESCRIPTION PROJECT NUMBER 042.20-164.01 ORIGINAL ISSUE MAR. 17, 2021- 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL LIFE SAFETY PLAN - EXISTING &NEW WORK SCALEI As indicated PROJECT NORTH LS=1 02 1 2 3 4 5 6 Firoject Status ! 1 2 3 4 5 6 E A CONSTRUCTION ACTIVITY TYPES INFECTION CONTROL RISK GR " TYPE A inspection and Non-invasive Activities. Includes but is not limited to removal of ceiling tiles for visual inspection (limited to 1 the per 50 square feet), painting (but not sanding) wall covering, electrical trim work, minor plumbing and activities that do not generate dust or require cutting of walls or access to ceilings other than for visual inspection. TYPE B Small-scale, short duration activities that create minimal dust. Includes but is not limited to installation of telephone and computer cables, access to chase spaces, cutting of walls or ceiling where dust migration can be controlled. TYPE C Any work that generates a moderate to high level of dust or requires demolition or removal of any fixed building components or assemblies. Includes but is not limited to sanding walls for painting or wall APLQQVRnM minor ductwork or TYPE D Major demolition and construction projects. Includes but is not limited to activities that require consecutive work shifts, heavy demolition or removal of a complete ceiling system and new construction. Any work that requires disruption of water supply for more than 1 hour. RE El G D K PARTIAL PROJECT LIMIT LINE D I; SUPPLY SUPPLY IM 111 112 I IRLPOOL 1 1 113 M ■sas ' SUB -PROJECT i i iDY 1 AREA I LINEN I OLODING I POOL/ 0 I I STORAGE 1 IRLPOOL 2 0 1 114 1! I! EXAM 7 , 110 I 1 1� 1 TL U)~ ' 115 , � 1 EXAM 6 I `iii 120 1; 109 OFFICE � I i i i s i a W 1i 1 r 1� i I W 1 --�--� 0 1 W. I I M. STAFF I EXAM 5 1 N o LOCKM MCKER LOUNGE W co10$ I Q T I 117 li 118 119 C 1 1M a OPEN 1 1 CA k SUPPLY o II 0 ! r I 'EXAM 4 1 Cr 1 107 1 I IIWORKI 1 1 1W 1FEt l 1 02 I I M 3 I I SUB -PROJECT 0 11 1os 1 1 AREA H j I ` 1 I 1 � - - - Ii" BED 1 � 1 ►F - I OPEN REPAIR I I �XAM 2 , 1 WORGYM K -1 I ' 105 - 122 1 i I� Z1� I OIL l-- EXAM 1 1 STORAG LIN nmmi JI 104 103 12 0j SUB -PROJECT Cl) QI�i AREA G Cn `� 1 Q PTIO IN BIOMED I P, I 101 OFFICE 0 0 Q 102 B �� ��s T LT cS ' 127 6 s-s sms®sms s®s s S ' � S / / / PEDS PARTIAL PROJECT LIMIT LINE c� GYM L 1 i i i i i i i 127 s�S M S�S�S�S�S s•�s ®s I PED. sl 1 1 WAITING RECCE -PATIO li I I m OBSERV 1; 201 A 202 129 rn S S I� ! 1 1 _ �, S S I II ! 1 1W QUIET u, 1 �, O 1 F ROOM I STD 1 iI s® S S S S I I S S S S S Sn � �i � � I 1� WAITING U I s =s- s Cn co 201 I I� I P. `� I MECH. ® OFFICE 1 ;1 � � a o a 1 W If 1 ®S S®SESL.. SAS SAS S S ' S S Sm S®S ' ®S®S®S s S,_S\_ S iii I\ PARTIAL PROJECT LIMIT LINE ���\ W 1 A I SAS S®S!sCn �S S®S®S®S®ST msSsS s�S®SAS®s W OFFICE STORAGE OFFICE 0 0 OVERALL PROJECT AREA B w IJ tZ J �a ~ r1 I 1 1 SUB -PROJECT AREA C SUB -PROJECT AREA D OVERALL PROJECT GROUP 1 ROUP 3 GROUP 4 GROUP 2 LOWEST RiSK F MEDIUM RISK EDIUM-HIGH RISK HIGH RISK 1,0 Office Areas 1.0 All other patient care areas 1.0 Emergency Departments 1.0 All ICUs (e.g. cardiac rehab, ambulatory care clinics unles 2.0 Unoccupied wards 2.0 Outpatient clinics (except for 2.0 Radiology / MRI 2.0 All ORs ' oncologv and surgery) 3.0 Admissions/Discharge units 3.0 Post Anesthesia Care Unit 3.0 Oncology units and outpatient clinics for cancer patients ! " 4.0 Labor and Delivery 4.0 Transplant units and outpatient I clinics 5.0 Normal Newborn Nurseries 5A Wards and outpatient clinics for patients with AIDS or other C immunodeficiencv + 6.0 Same Day Surgery 6.0 Dialysis 7.0 Nuclear Medicine 8.0 Physiotherapy tank areas 7.0 Tertiary care nurseries 8.0 Labor & Delivery Operating Rooms [ 9.0 Echocardiology 9.0 All Cardiac Catherizatlon & C°. 0.0 Laboratories Anqioqraphy areas 10.0 Cardiovascular/Cardiology patients 1.0 Gen Med/surg units other than 11.0 Anesthesia areas y V'. those listed in Grp 4 2.0 Pediatrics 12.0 All Endoscopy areas - 13.0 Pharmacy admixture areas 14.0 Sterile processing rooms SUB -PROJECT SOILE[ AREA I LINEN OFFICE OPEN SUPPLY AREA A SUB -PROJECT AREA H BED SUB -PROJECT REPAIR AREA E 0 RECEIVING DOCK 0 PARTIAL PROJECT LIMIT LINE 11 SUPPLY SUPPLY i- -1 ' ISLS 111 112 1 EXAMi3 8 I 1 � � 1 ■sas I LT i i i , BODY OLDING I I I POOL/ U 0 F_ 7 ,STORAGE 116 �EX 0IM9 1 1 14 1!�---� I , i_J 1 1 L EXAM , ® 1 L 110 J 1 1 TL ® 1 ,W � , 115 � i iii l 1W EXAM I Liii� � 09 6__1 ' Is 1 i IW 1 m EXAM 1 Q o 1-LA1{tG E 1° L i o8 I N I1 EX M 1 1 $ / ICL 1 cc II 11,EXAM 4� 1 o I r L io7 J I I WORK,1 V 1 cn (nj I I 121 I W 1 II �3 1 I��'6 J I I 1 1 U)I In EXAM 2� , I WORK L J I 122 1 1�i , s�s�s s s sus OPEN ��it Cn GYM ZIP 1 , OIL�g 123 1� EXAM 17 m STORAG � :3LINENI 104 I m 103 124 0Ir`L�J 1 I i �1� S Cr iiii a PTIO IN P1 I 101 VITALS °�s I T LT 10 6 �S-SAS®S S®SS S®S S 0 ' L J S 0 0 1 PARTIAL PROJECT LIMIT LINE SUB -PROJECT - -5 SM S S® SSA ��� 1W OFFI �s AREA F 1! EP I "� 1 129 1 Im REC20To III )' I 1 I /) I 11 ! 1 `� 0 1 ut I! F$cE'I I ! s s••�S s S 1 I � 1 si4Si"s S PS S S S S O I v7 I; WAITING v 201 I III I I; �' P. `� I MECH. ® OFFICE I0 ' a a ! n � W Cn ®sis s S Sys s S®s S-:s S s S®S "' ws SMS s SW S=s S i i i i n 71 N PARTIAL PROJECT LIMIT LINE 1 i I rS s®S S®S S s S®S®S®S s s®s®s s-s-s®S `® OFFICE STORAGE �' OFFICE 0 0 OVERALL PROJECT AREA B A 3 SUB -PROJECT AREA G BIB 02 1 120 1 LARGE EXAM 1 f 119 � uJ iJ 12 ICRA NOTES: CLASS PRECAUTIONS DURING CONSTRUCTION UPON COMPLETION OF WORK 1. Execute work by methods to minimize raising dust Clean work area upon completion of task. from construction operations. u U) 2. Immediately replace a ceiling tile displaced for visual g inspection U 1. Provide active means to prevent airborne dust from 1. Wipe work surfaces with disinfectant. - dispersing into atmosphere. 2. Contain construction waste before transport in tightly 07 co 2. Water mist work surfaces to control dust while cutting. covered containers. U3. Seal unused doors with duct tape. 3. Wet mop and/or vacuum with HEPA filtered vacuum 4. Block off and seal air vents. before leaving work area. 5. Place dust mat at entrance and exit of work area 4. Remove isolation of HVAC system in areas where 6. Remove or isolate HVAC system in areas where work work is being performed. is being performed. 1. Remove or Isolate HVAC system in area where work 1. Do not remove barriers from work area until is being done to prevent contamination of duct system. completed project is inspected by the owner's Safety 2. Complete all critical barriers i.e. sheetrock, plywood, Department and Infection Control Department and plastic, to seal area from non work area or implement thoroughly cleaned by the owner's Environmental Cn control cube method (cart with plastic covering and sealed Services Department. vconnection to work site with HEPA vacuum for vacuuming 2. Remove barrier materials carefully to minimize prior to exit) before construction begins. spreading of dirt and debris associated with construction. 3. Maintain negative air pressure within work site 3. Vacuum work area with HEPA filtered vacuums. utilizing HEPA equipped air filtration units. 4. Wet mop area with disinfectant. 4. Contain construction waste before transport in tightly 5. Remove isolation of HVAC system in areas where covered containers. work is being performed. 5. Cover transport receptacles or carts. Tape covering unless solid lid 1. Isolate HVAC system in area where work is being 1. Remove barrier material carefully to minimize done to prevent contamination of duct system. spreading of dirt and debris associated with construction. 2. Complete all critical barriers i.e. sheetrock, plywood, 2. Contain construction waste before transport in tightly plastic, to seal area from non work area or implement covered containers. control cube method (cart with plastic covering and sealed 3. Cover transport receptacles or carts. Tape covering connection to work site with HEPA vacuum for vacuuming unless solid lid prior to exit) before construction begins. 4. Vacuum work area with HEPA filtered vacuums. 3. Maintain negative air pressure within work site 5. Wet mop area with disinfectant. > utilizing HEPA equipped air filtration units. 6. Remove isolation of HVAC system in areas where cO co 4. Seal holes, pipes, conduits, and punctures work is being performed, v appropriately. 5. Construct anteroom and require all personnel to pass through this room so they can be vacuumed using a HEPA vacuum cleaner before leaving work site or they can wear cloth or paper coveralls that are removed each time they leave the work site. 6. All personnel entering work site are required to wear shoe covers. Shoe covers must be changed each time the worker exits the work area. 7. Do not remove barriers from work area until completed project is inspected by the owner's Safety Department and Infection Control Department and thoroughly cleaned by the owner's Environmental Services Department. SUB -PROJECT AREA C SUB -PROJECT AREA D OVERALL PROJECT AREA A SUB -PROJECT AREA E SUB -PROJECT AREA F 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 -�-T ------ *T TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER PARTITIONS: EXISTING/REMAINING NEW WORK F_ _ _ DEMOLISHED PROJECT AREA WORK DESCRIPTION PROJECT GENERAL: SKIM COAT EXISTING WALL AREA A PAPER W/ DRYWALL MUD & APPLY NEW PAINT. SEE BELOW FOR SUB -PROJECT AREA WORK. PROJECT DEMOLISH EXISTING WALL BETWEEN AREA B ADULT & PEDIATRIC WAITING. UPGRADE FINISHES. SUB -PROJECT CONSTRUCT NEW FLOORING AREA C PLATFORM OVER POOL AREA. ADD DOUBLE DOOR AT EXTERIOR WALL TO DOCK/ RECEIVING AREA. INFILL DOORS TO OTHER ROOMS. SUB -PROJECT CONVERT EXISTING RESTROOMS AREA D STAFF LOUNGE INTO NEW LARGE EXAM ROOMS. SUB -PROJECT CONSTRUCT NEW WALLS & DOORS TO AREA E SEPARATE STAFF WORK AREAS FROM OPEN GYM SPACE. SUB -PROJECT REMOVE STAGE. CONSTRUCT NEW AREA F WALLS TO CREATE FOUR SEPARATE OFFICES. REARRANGING LIGHTING FOR INDIVIDUAI R OMS. SUB- R JE T C N R OFFICE IN O EW V AL AREA G STATISTICS ROOM. RELOCATE RESTROOM DOOR TO OPEN INTO NEW VITALS ROOM. SUB -PROJECT SKIM COAT EXISTING WALL PAPER AREA H WITHIN EXAM ROOMS W/ DRYWALL MUD & APPLY NEW PAINT. CONSTRUCT WALLS TO ENCLOSE OPEN EXAM ROOMS. INFILL EXISTING DOOR TO CORRIDOR. SUB -PROJECT CONVERT THERAPY ROOMS INTO NEW AREA I EXAM ROOMS. UPGRADE FINISHES WITHIN EXISTING RESTROOM. cha uis 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 A&Z 0 www.exp.com Project #: 21000928 Cert of Ruth: 29701 ex P PROJECT FOR ADVENT HEALTH ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 c In vent Health AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 B 3 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB.19, 2021 ADDENDUM 1 - MARK I DATE DESCRIPTION PROJECT NUMBER 042-20.164.01 ORIGINAL ISSUE MAR. 17, 2021- PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT NiA CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL OVERALL PLAN - DEMOLITION &NEW A WORK As indicated d - - - PLAN - 1 ST FLOOR - OVERALL PLAN - NEW WORK PROJECT Awl �, PLAN 1ST FLOOR OVERALL PLAN DEMOLITION NORTH OO A 1 1 /8" = 1'-0" 9 N O d' 1 2 3 4 5 6 1 Project Status ---T--- -r7 r-rrtr-- -T-- - I I ili-�T �i ��� of �I. �.:I iLillf--Tiii k l-,ll uidL i Ill Al i I Ill1 1 11 11 I i 5 C f A A 1 2 3 ' 4 5 g Aaft GENERAL DEMOLITION NOTES: 1. LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. 2. REMOVE ALL EXISTING CONSTRUCTION INDICATED BY BOLD DASHED LINES. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. 6. REFER TO A-100 FOR DEMOLITION AND ICRA REQUIREMENTS AND NOTES NOTE: THIS PROJECT AREA A SHEET SHOWS THE WORK WITHIN THE PASSAGES AND CORRIDORS ONLY. FOR WORK WITHIN SUB -PROJECT AREAS, SEE SHEETS DESIGNATED FOR EACH SUB -PROJECT AREA. SEE SHEET A-100 FOR SUB -PROJECT AREA DIVISION. PARTIAL PROJECT LIMIT LINE SOILED - BODY LINEN I; 6' ° , 'HOLDING 1 CLEAR I; EXAM 7 EXAM 6 1 Iii 109 1_ OFFICE II 1 � EXAM 5 1 F OPEN it __ 1 su0 0 V EXAM 4 1 4 107 1 O U I 02 1 STOR :l EXAM 3 I 0 ! 6-0" P, CLEAR 1 j j $ EXAM 21 T zt - FE 01-1 LU F�ll - - ` Z ~I [L - I EXAM 1 1 �I FI 104 11 UIa o a H RECEPTIONV ; 101 , 4 5 / KEYED NOTES: DEMOLITION PROJECT AREA A ( :) THIS SPACE IS TO REMAIN ACTIVE FOR THE DURATION OF THE CONSTRUCTION WORK. CONTRACTOR TO KEEP SPACE FREE OF DEBRIS AND OBSTRUCTIONS. O CONTRACTOR TO LOCATE 10LB TYPE ABC FIRE EXTINGUISHER WITHIN WORK AREA O PROVIDE TACKY MATS / WALK -OFF MATS AT ENTRY TO CONSTRUCTION AREA. O LOCATE HEPA FILTER NEGATIVE AIR MACHINE(S) TO NEGATIVELY PRESSURIZE CONSTRUCTION AREA. O LOCATION AND CONTRUCTION OF TEMPORARY ICRA BARRIER SHALL NOT IMPEDE OPERATION OR CLOSURE OF EXISTING CROSS -CORRIDOR DOOR, O6 TEMPORARY ICRA WALL CONSTRUCTION. THIS SPACE IS ON THE EXTERIOR OF THE BUILDING. SEE SUB -PROJECT AREA C. 1 O7 EXISTING FINISH FLOORING TO BE REMOVED. PREP FLOOR AS REQUIRED TO RECEIVE NEW FINISH FLOORING. SEE FINISH FLOOR PLAN AND SCHEDULE EXISTING INTERIOR WINDOWS TO REMAIN. CONTRACTOR TO PROTECT WINDOWS FROM DAMAGE FOR DURATION OF CONSTRUCTION. EXISTING WALLS WITHIN THIS PROJECT AREA INCLUDE EXISTING APPLIED WALLPAPER. THE WALLS INDICATED BY THE BOLD BLACK LINE IN PLAN REQUIRE WORK TO REPAIR AND REFINISH THE EXISTTNG WALLS AND WALLPAPER. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING W LL AP R. 10 EXISTING WALLS ARE TO BE DOWN -GRADED TO BE SMOKE -TIGHT AS PART OF THIS PROJECT. CONTRACTOR TO OBSCURE EXISTING WALL STENCILING AND RE -STENCIL TO INDICATE "SMOKE - TIGHT" ON BOTH SIDES OF WALLS, AS REQUIRED BY FBC. RECEIVING DOCK I-tT--* i' T-ITT-*T o v wHIRLPOO 4 1 1 I J i1 113 w O 1rr o_ POOL/ d IJ 4 F- STORAGE 1 116 �1 STORAGE'! i 1 120 ,I I : � � 1 M. STAFF ry MCKER LOUNGE j 118 F/,- l r 1 119 1 1 �1 i 6 1 I 11 L_ �1 — 1 1 OPEN 1 GYM �I i 1 123 i - -F 1 _ _ ,J 3 i dam' � 1 SOILED • LINEN - f, JNEN j 1 TLT 1 TLT `- I777 , 127A 126 t z ���s / / PEDS � ��i 1 LT / L I I 1 '' sr GYM ` 127 J1 1 v O Cc RECEPTION CLEAR" OBSERV 1 1 202 . 1 Q 0 129 S 1 cct- �--�*— a QUIET ROOM STORAGE ENLARGED PLAN - AREA A - DEMOLITION GENERAL NEW WORK NOTES: 1. ALL WALLS ARE TYPE U UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. , NOTE: THIS PROJECT AREA A SHEET SHOWS THE WORK WITHIN THE PASSAGES AND CORRIDORS ONLY. FOR WORK WITHIN SUB -PROJECT AREAS, SEE SHEETS DESIGNATED FOR EACH SUB -PROJECT AREA. SEE SHEET A-100 FOR SUB -PROJECT AREA DIVISION. SOILED LINEN 0 KEYED NOTES: NEW WORK - PROJECT AREA A 10 PATCH AND REPAIR WALL WHERE TEMPORARY PARTITION IS DEMOLISHED. PAINT TO MATCH EXISTING. PAINT WALL TO NEAREST CORNER OR DOORFRAME. 0 EXISTING WALLS WITHIN THIS PROJECT AREA INCLUDE EXISTING APPLIED WALLPAPER. THE WALLS INDICATED BY THE BOLD BLACK LINE IN PLAN REQUIRE WORK TO REPAIR AND REFINISH THE EXISTING WALLS AND WALLPAPER. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER. 0 EXISTING WALLS ARE TO BE DOWN -GRADED TO BE SMOKE -TIGHT AS PART OF THIS PROJECT. CONTRACTOR TO OBSCURE EXISTING WALL STENCILING AND RE -STENCIL TO INDICATE "SMOKE -TIGHT" ON BOTH SIDES OF WALLS, AS REQUIRED BY FBC. RECEIVING CLEAN CLEAN DOCK SUPPLY SUPPLY 0 mt)"y 1� F-EXAM 77 VL 110 J IU) (/� r A rn J --� 11 EXAM 6 1 1;;r: L_ 109 -1 OFFICE 1 f L OPEN t 1 SUPPLY II E 1', EXAM 4� i 1 L' L 107 J 1 I O r g 02 - 1-. STOR 1 ` 1-EXAM 3-1 1 L __J 1 `o I Ifl EXAM 2-7 1 1 L 105 J 1 W J EXAM 1� JI "L 104 J 1 LU1 o . f RECEPTI A_1 ONV d C, �: r � +✓° 1% C 1 RECEPTION -=- 202 # 1 i OFFI 129 FFI 1 129 1 OFFICE ' 13b OFFICE STORAGE ENLARGED PLAN - AREA A - NEW WORK 1~ U w 10 1 1< d CL L� l� l� 1 Iw z J i� IJ U iw O cc la- J d IQ 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 DIFFUESERS, 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 NOTE: THIS PROJECT AREA A SHEET SHOWS THE WORK WITHIN THE PASSAGES AND CORRIDORS ONLY. FOR WORK WITHIN SUB -PROJECT AREAS, SEE SHEETS DESIGNATED FOR EACH SUB -PROJECT AREA. SEE SHEET A-100 FOR SUB -PROJECT AREA DIVISION. SOILED LINEN O OFFICE OPEN SUS 02 STOR RCP KEYED NOTES - PROJECT AREA A 1� NO CEILING WORK IN THIS SPACE. EXISTING CEILING TO REMAIN. EXISTING CEILING: MINIMAL TO BE REMOVED AS REQUIRED FOR 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. 3] EXISTING RECESSED CEILING LIGHT FIXTURE TO REMAIN. a4 EXISTING CEILING GRID TO REMAIN. INSTALL NEW CEILING TILES. SEE FINISH SCHEDULE FOR MORE INFORMATION. RECEIVING DOCK U WALL RATINGS: 1 HOUR FIRE --S-6S---- #-S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -♦S--♦S---�♦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 RCP SYMBOL LEGEND ACOUSTICAL TILE CEILING (24X24) ACOUSTICAL TILE CEILING (24X48) GYPSUM CEILING - PAINTED FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE SMOKE DETECTOR ❑ SPEAKER ® EXIT LIGHT HVAC SUPPLY DIFFUSER HVAC RETURN DIFFUSER CEILING ACCESS PANEL O FIRE SPRINKLER (GRAY = EXISTING) ENLARGED CEILING PLAN - AREA A - NEW WORK STORAGE PROJECT NORTH E 0 C u A 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 A07.660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com •� �j `• Project #: 21000928 ex Cart of Auth: 29701 PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 3 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042-20.164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL PROJECT AREA A - PLANS SCALEI As indicated Aml 01 1 /8" = V-0" 1/8" = 1'4" 1 2 3 4 5 6 rrOJeCt otatus 1 2 3 4 5 6 — — E W C f: A RECEIVING DOCK 0 PARTIAL PROJECT LIMIT LINE rdw OW OW SM OW CLEAN CLEAN w SUPPLY SUPPLY I I- -1 I i 112 I 111 1 Ex` M 8 1 I L� I w Lm�mmi WII1 I 1° SOILED BODY I a J LINEN HOLDING POOL/ 1 0 0 1 , 1-7 I STORAGE 1 a Qw 4 I I 116 1 1 EXAM14 9 4, �I 1 — 1 LLI I jI f EXAM 7-1 I 1 110 L 1 _J I �� 1 1 TLT 1i► 115 �.------�-- 4 STORAGE EXAM 6 1 �L �09- J OFFICE rCn — sI ' I I 1 r 1 EXAM 5-} I � f ��GE � EXAM LARGE 1 108 J 1 I 1 8 19 1 1� � I � I OPEN SUPPLY i 1 . ,� L L — 0 UU - U I ', F EXAM 4� III I I L 107 L I a o STAFF `n 1' I a T 1 WORK i �� 1 a 121 1 1 1 02 STOR 1 FEXAM 3-1 I 1 l 0 1: L 106 L 1 i I co � OPEN 1 EXAM 2� '�1 I WORK I GYM I L 10;Z L 1 122 1 123 I I ZI 1 i II J SOILED_, III EXAM 1� 1 STORAGE LINEN II U I L 104 J I� 103 124 1 � ) II r-- 1 I ----� II _J RECEPTION INEN 1 �j P:I 101 ) VITALS Q_ cn ¢ 102 ,ice a I I TLT', TLT 102A 126 / 1 L _l Uziz OFFICE OFFICE i 1 129 127 I w _. 1 I 1 RECEPTION 1 I I 1 CL J Q I OFFICE OFFICE I I Cr 130 128 d mm � n STORAGE i ENLARGED PLAN - AREA A - EQUIP/FURN EQUIPMENT GENERAL NOTES 1. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: EQUIPMENT - PROJECT AREA A iO CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING WALL MOUNTED EQUIPMENT IN PASSAGE. REMOVE EXISTING EQUIPMENT PRIOR TO DRYWALL WORK. COORDINATE WITH OWNER ON EXISTING EQUIPEMNT TO BE REINSTALLED FOLLOWING DRYWALL WORK. NOTE: THIS PROJECT AREA A SHEET SHOWS THE WORK WITHIN THE PASSAGES AND CORRIDORS ONLY. FOR WORK WITHIN SUB -PROJECT AREAS, SEE SHEETS DESIGNATED FOR EACH SUB -PROJECT AREA. SEE SHEET A-100 FOR SUB -PROJECT AREA DIVISION. L FINISH SCHEDULE WALLS CLASS TYPE NOTES FLOORING CLASS TYPE NOTES PNTLO-XX MANU: SHERWIN WILLIAMS CLASS A LVT-01 MANU: AMER ICANBILTRITE CLASS I YORKSHIRE CLR: MATCH EXIST. ADJACENT LINE: MIRRA WOOD SALES & FIN: MATCH ADJACENT NATURAL BEECH MARKETING CLR: MNB-002 TAUPE BROWN JIMMY BEEBE PNTLO-01 MANU: SHERWIN WILLIAMS CLASS A - FIELD COLOR CELL: CLR: SW 7016 MINDFUL GRAY SV-01 MANU: PATCRAFT CLASS 1 352-476-3082 FIN: EGGSHELL SIZE: SHEET GOODS W/ 4" INTEGRAL COVE BASE PNTLO-02 MANU: SHERWIN WILLIAMS CLASS A - ACCENT COLOR LINE: HOLISTIC 1422V CLR: SW 7074 SOFTWARE CLR: TBD FIN: EGGSHELL CT-01 MANU: DAL TILE CLASS I LIGHT COLOR PNTLO-05 MANU: SHERWIN WILLIAMS CLASS A - DOOR FRAMES LINE: FABRIQUE CLR: SW 7675 SEALSKIN AND TRIM CLR: P685 BLANC LINEN FIN: EGGSHELL CT-02 MANU: DAL TILE CLASS I DARK COLOR PNTLO-10 MANU: SHERWIN WILLIAMS CLASS A LINE: FABRIQUE CLR: "CEILING WHITE" CLR: P690 GRIS LINEN FIN: SEMIGLOSS CPPT-01 MANU: PATCRAFT CLASS I CEILING CLASS TYPE NOTES LINE: CONSTRUKT INTRINIC CLR: TBD AM-01 MANU: ARMSTRONG W.I. CLASS A LINE: DUNE SZE: 24" X 24", VWB-1 MANU: JOHSONITE CLASS I 1 SQUARE LAY -IN, 15/16" CLR: 47 BROWN CLR: WHITE FIN: FLAT MISC: SIZE: 4" VINYL COVE BASE AM-02 MANU: ARMSTRONG W.I. CLASS A WALL PROTECTION CLASS TYPE NOTES LINE: CLEAN ROOM VL SWP-1 MANU: INPRO CLASS I SZE: 24" X 24", CLR: SHARKSKIN 0350 (A) SQUARE LAY -IN, 15/16" THK. .06" CLR: WHITE MISC: NON-GASKETED CG-01 MANU: INPRO CLASS I ITEM #: 150 (A) CG-1 MANU: ARMSTRONG W.I. CLASS A CLR: SHARKSKIN 0350 LINE: PRELUDE PLUS, XL SIZE: 48" H, 3" WING EXPOSED TEE SIZE: 15/16" MISC. CLASS TYPE NOTES CLR: WHITE PLAM-1 MANU: WILSONART CLASS B CASEWORK MISC: CLR: 796KK 5TH AVE ELM CABINETS FIN: 12 SOFTGRAIN FINISH NOTE: AEON SCRATCH RESIST. SSF-1 MANU: WILSONART CLASS 1 CASEWORK CLR: MORNING ICE 9204CE (A) COUNTERTOPS SIZE: .75" RECEIVING DOCK L� PARTIAL PROJECT LIMIT LINE -�� CLEAN CLEAN _ z 1I I SUPPLY SUPPLY I I I� — /�� O T I EXAM 8 I � 1 I� I 1 I w L..r .� .- I 1 1 Er SOILED BODY a J LINENHOLDING o POOL/ 1 0 � E= ' 0 1 I STORAGE 1 wD ... z 1 EXAM g 1 116 � i 1 114 1 I EXAM 7 Iv-1110 J � 1 TLT 1 > ( 1 1 J 15 STORAGE Cn EXAM 6 I O LVT 1 120 !I I J 1 100 z I PNTLO-01 OFFICE I 1 att i I r —1 I. --_-_---ago -1 1 1 I E6 LARGE LARGE 1 EXAM 5 I I A-4o 1 EXAM 1 EXAM 2 I I I 118 119 I I OPEN SUPPLY oc 1 1 a r I o �— ---— — a------- up a EXAM 4 I I I -I 107 I STAFF v I I I WORK I 1 1 121 I I 1 I I I I 02 1 I 1 1 STOR 1 EXAM 3 I a f 1 106 1 1 1'' 1 co Cn I I E1 III _ _ I` ISTAFFI I 11 1111 EXAM 2 I 1 WORK I CO 11 1. L 105 I I 122 I 1 co 1 c� I > p N 1 , II GYM r III 1 II JI 1 6 co SOILED, 123 �1 EXAM 1 Z III STORAGE LINEN co E 104 , 1 � I11 �� 103 124 co 01 - I III 1 II UJI — — 1 Il cc — -- �I Q� RECEPTION 1NEN 1 VITALS G a o 102 TLT I TLT Q�I 102A fjg6 . w C. v I 1 ' 2 T J �..., �< 1 OFFICE OFFICE I I �- 129 127 VI w I° RECEPTION 1 1 1 I a { `� I I OFFICE OFFICE I I a 130 128 � STORAGE ENLARGED PLAN -AREA A -FINISHES FINISH: GENERAL NOTES 1. EXISTING FLOORING TO REMAIN IN ALL SPACES, U.N.O. 2. NEW FLOORING MATERIAL TO BE LAID UNDERNEATH CASEWORK, NOT FINISHED TO IT, U.N.O. 3. REPAIR EXISTING FLOORING FINISH AT AREAS WHERE NEW WALLS WERE CUT IN. 4. SEE DETAILS ON SHEET A-401 FOR INSIDE & OUTSIDE CORNER DETAILS FOR FLOORING W/ INTEGRAL WALL BASE. 5. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. NOTE: THIS PROJECT AREA A SHEET SHOWS THE WORK WITHIN THE PASSAGES AND CORRIDORS ONLY. FOR WORK WITHIN SUB -PROJECT AREAS, SEE SHEETS DESIGNATED FOR EACH SUB -PROJECT AREA. SEE SHEET A-100 FOR SUB -PROJECT AREA DIVISION. WALL RATINGS: 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 PARTITIONS: EXISTING/REMAINING NEW WORK DEMOLISHED KEYED NOTES: FINISHES - PROJECT AREA A 1OADDITIONAL DRYWALL WORK REQUIRED WITHIN THIS PROJECT AREA PRIOR TO WALL FINISH. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER OSCHLUTER FLOORING TRANSITION. WHEN THE TRANSITION IS AT A DOOR, THE TRANSITION IS TO BE CENTERED UNDER DOOR LEAF. a E fin C 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: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA 0i www.exp.com 0�j r 0 Project #: 21000928 exp. Cart of Auth: 29701 PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AdvteuntHealth AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 3 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042.20-164.01 ORIGINAL ISSUE MAR. 17, 2021 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL 0 PROJECT AREA A - PLANS A PROJECT NORTH As indicated Awl 02 1 /8" = 1 '-0" 1 /8" = V-0" 1 2 3 4 5 6 Project Status E 0 A B A 1 i 2 3 4 5 6 - ADDITIONAL DRYWALL WORK REQUIRED PRIOR TO WALL FINISH, TYP. SEE NEW WORK & FINISH PLANS AND DETAILS ON SHEET A-401. NEW WALL BASE, TYP. ELEV-INT-AREA A NORTH PASSAGE -NORTH 1/4" = 1'-0" ELEV-INT-AREA A POOL PASSAGE -NORTH 1 /4" = V-0" ADDITIONAL DRYWALL WORK REQUIRED PRIOR TO WALL FINISH, TYP. SEE NEW WORK & FINISH PLANS AND DETAILS ON SHEET A-401. EXISTING INTERIOR WINDOWS TO REMAIN NEW WALL BASE,Al TYP. ELEV-INT-AREA A ENTRY PASSAGE -NORTHWEST 1/4" = V-0" ADDITIONAL DRYWALL WORK REQUIRED PRIOR TO WALL FINISH, TYP. SEE NEW WORK & FINISH PLANS AND DETAILS ON SHEET A-401. Al NEW WALL BASE, TYP. ELEV-INT-AREA A NORTH PASSAGE -WEST 1/4" = 1'-0" Al ADDITIONAL DRYWALL WORK REQUIRED PRIOR TO WALL FINISH, TYP. SEE NEW WORK & FINISH PLANS AND DETAILS ON SHEET A-401. NEW WALL BASE, TYP. A ADDITIONAL D DRYWALL WORK REQUIRED PRIOR TO WALL FINISH, TYP. SEE NEW WORK & FINISH PLANS AND DETAILS ON SHEET A-401. AlNEW WALL BASE, / TYP. ELEV-INT-AREA A NORTH PASSAGE -SOUTH 1/4" = 1'-0" ADDITIONAL DRYWALL WORK REQUIRED PRIOR TO WALL FINISH, TYP. SEE NEW WORK & FINISH PLANS AND DETAILS ON SHEET A-401. NEW WALL BASE, TYP. ELEV-INT-AREA A POOL PASSAGE -EAST ELEV-INT-AREA A POOL PASSAGE -SOUTH 1/4" = 1'-0" vT 1/4" = V-0" ELEV-INT-AREA A MAIN PASSAGE -WEST 1/4" = V-0" r v,nT,�ii+ ,w,rrn��n ADDITIONAL DRYWALL WORK REQUIRED PRIOR TO WALL FINISH, TYP. SEE NEW WORK & FINISH PLANS AND DETAILS ON SHEET A-401. NEW WALL BASE, 1 TYP. ADDITIONAL DRYWALL WORK REQUIRED PRIOR TO WALL FINISH, TYP. SEE NEW WORK & FINISH PLANS AND DETAILS ON SHEET A-401. NEW WALL BASE, 1 TYP. EXISTING INTERIOR WINDOWS TO REMAIN, TYP. ADDITIONAL DRYWALL WORK REQUIRED PRIOR TO WALL FINISH, TYP. SEE NEW WORK & FINISH PLANS AND DETAILS ON SHEET A-401. Al NEW WALL BASE, TYP. ADDITIONAL DRYWALL WORK REQUIRED PRIOR TO WALL FINISH. SEE NEW WORK & FINISH PLANS AND DETAILS ON SHEET A-401. NEW WALL BASE C L-1 2 THIS SHEET ISSUED IN ITS ENTIRETY 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 Owe • tiww.exp.com lei y Project #: 21000928 Cert of Auth: 29701 exp. PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 2 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 1I MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET MARK DATE DESCRIPTION PROJECT NUMBER 042.20-164.01 ORIGINAL ISSUE MAR.17, 2021- 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL PROJECT AREA A - INTERIOR A ELEVATIONS 7SCALE1/4" = V-0" ELEV-INT-AREA A MAIN PASSAGE -EAST ELEV-INT-AREA A ENTRY PASSAGE -SOUTHEAST Aml 03 1 /4" = 1'-0" 1 2 3 4 5 6 Project Status _. I�I� � � �� i VI:;I'I�,�l d, I,IB ���1J4wi111��dr�Ill 11V�,�il�lll���611'�Ihl 91iII11fIF�G�iI III �6. ik� Nil9 �FII� I C B 2 1 I 2 ', 3 �, 4 5 6 GENERAL DEMOLITION NOTES: 1. LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. 2. REMOVE ALL EXISTING CONSTRUCTION INDICATED BY BOLD DASHED LINES. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. 6. REFER TO A-100 FOR DEMOLITION AND ICRA REQUIREMENTS AND NOTES _ =TICK MAT tt7T T T__77Tt-T KEYED NOTES: DEMOLITION - PROJECT AREA B O THIS SPACE IS TO REMAIN ACTIVE FOR THE DURATION OF THE CONSTRUCTION WORK. CONTRACTOR TO KEEP SPACE FREE OF DEBRIS AND OBSTRUCTIONS. 2U CONTRACTOR TO LOCATE 10LB TYPE ABC FIRE EXTINGUISHER WITHIN WORK AREA Q3 PROVIDE TACKY MATS / WALK -OFF MATS AT ENTRY TO CONSTRUCTION AREA. (-A LOCATE HEPA FILTER NEGATIVE AIR MACHINE(S) TO NEGATIVELY PRESSURIZE CONSTRUCTION AREA. O CONTRACTOR TO INSTALL TEMPORARY EXIT SIGN WHICH INDICATES THE PATH OF EGRESS TO AN EXIT ACCESS CORRIDOR FOR THE DURATION OF THE CONSTRUCTION PERIOD. O6 LOCATION AND CONTRUCTION OF TEMPORARY ICRA BARRIER SHALL NOT IMPEDE OPERATION OR CLOSURE OF EXISTING DOOR. �7 EXISTING INTERIOR WINDOWS TO REMAIN. CONTRACTOR TO PROTECT WINDOWS FROM DAMAGE FOR DURATION OF CONSTRUCTION. O EXISTING FINISH FLOORING TO BE REMOVED IN THIS SPACE. PREP FLOOR SLAB TO RECEIVE NEW FINISH FLOORING. a EXISTING CASEWORK TO REMAIN. 10 EXISTING WALL IS BUILT UP TO T-0" A.F.F. AND INCLUDES INTERIOR STOREFRONT AND HALF - HEIGHT DOOR AND FRAME. EXISTING WALL, WINDOW, DOOR, AND FRAME TO BE DEMOLISHED AND REMOVED. GENERAL NEW WORK NOTES: 1. ALL WALLS ARE TYPE U UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. C1 o A-106 v D1 WAITING 201 KEYED NOTES: NEW WORK - PROJECT AREA B 1� PATCH AND REPAIR WALL WHERE TEMPORARY PARTITION IS DEMOLISHED. PAINT TO MATCH EXISTING. PAINT WALL TO NEAREST CORNER OR DOORFRAME. 0 PATCH AND REPAIR WALL WHERE EXISTING ELEMENTS ARE DEMOLISHED WITH METAL STUD & GYPSUM CONSTRUCTION TO MATCH EXISTING WALL ASSEMBLY. PARTIA PROJECT LIMIT LINE 1 a PARTIAL PROJECT LIMIT LINE , 9 . RECEPTION 202 E1 w A-106 w E3 E p-� 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 DIFFUESERS, 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 - PROJECT AREA B Li CEILING CEILING WORK IN THIS SPACE. EXISTING CEILING TO REMAIN. n EXISTING CEILING: ��----�J - MINIMAL TO BE REMOVED AS REQUIRED FOR 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. DEXISTING RECESSED CEILING LIGHT FIXTURE TO REMAIN. �4EXISTING WALL MOUNTED LIGHT FIXTURE TO REMAIN. 51 EXISTING CEILING GRID TO REMAIN. INSTALL NEW CEILING TILES. SEE FINISH SCHEDULE FOR MORE INFORMATION. Al [WALL RATINGS: 1 HOUR FIRE -♦S—*S—* S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE --04-S—**•S—♦*S- 2 HOUR FIRE/ SMOKE BARRIER *T ------ ♦T TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER "GRAY" = EXISTING RATING TO REMAIN RCP SYMBOL LEGEND ACOUSTICAL TILE CEILING (24X24) ACOUSTICAL TILE CEILING (24X48) GYPSUM CEILING - PAINTED ® FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE SMOKE DETECTOR ❑ SPEAKER EXIT LIGHT HVAC SUPPLY DIFFUSER HVAC RETURN DIFFUSER mCEILING ACCESS PANEL FIRE SPRINKLER (GRAY = EXISTING) E chapuis design group arc hitecture. pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 exp U.S. Services Inc. t: +1.40T660.0088 f: +1.407.660.1655 2601 Westhall Lane Maitland, FL 32751 USA 0-4 - w4i 49* www.exp.com 0 * Project #: 21000928 r 0"ex Cert of Auth: 29701 3 THIS SHEET ISSUED C IN ITS ENTIRETY PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: 231100046-126 3 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042.20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL PROJECT AREA B - PLANS As indicated J ENLARGED PLAN - AREA B - WAITING & RECEPTION - DEMOLITION 1/4" = V-0" ENLARGED PLAN - AREA B - WAITING & RECEPTION - NEW WORK 1 /4" _ V-0" PROJECT FNI ARGFn C;FII ING PI AN - ARFA R - WAITING RFC.FPTION - NEW WORK NORTH 1 /4" = V-0" Aml 05 1 2 3 4 5 6 r-FOJeUL JLdLUS a 1 2 3 4 5 6 19 C B A EXISTING CASEWORK TO REMAIN NEW WALL BASE ELEV-INT-AREA B WAIT RECPETION-NORTH 1/4" = V-0" EXISTING WALL MOUNTED LIGHT FIXTURE TO REMAIN. ELEV-INT-AREA B MAIN WAITING -SOUTH 1/4" = V-0" ELEV-INT-AREA B MAIN WAITING -NORTH 1/4" = V-0" EXISTING INTERIOR WINDOW TO REMAIN EXISTING CASEWORK TO REMAIN ELEV-INT-AREA B WAIT RECPETION-EAST 1/4" = V-0" EXISTING INTERIOR STOREFRONT TO REMAIN NEW WALL BASE EXISTING WINDOW TO REMAIN NEW WALL BASE EXISTING WINDOW TO REMAIN EXISTING CASEWORK TO REMAIN NEW WALL BASE ELEV-INT-AREA B WAIT RECPETION-SOUTH 1/4" = V-0" ELEV-INT-AREA B MAIN WAITING -WEST 1/4" = V-0" EXISTING WINDOW TO REMAIN NEW WALL BASE ELEV-INT-AREA B MAIN WAITING -EAST 1/4" = V-0" EQUIPMENT GENERAL NOTES 1. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: EQUIPMENT - PROJECT AREA B 1O EXISTING CASEWORK TO REMAIN. �2 PATCH & REPAIR EXISTING CASEWORK TOP WHERE EXISTING WALL IS DEMOLISHED. PROVIDE NEW PLASTIC LAMINATE FACING TO COVER EXPOSED PORTIONS OF CASEWORK. MATCH EXISTING PLASTIC LAMINATE. NEW WALL BASE EXISTING WINDOW TO REMAIN EXISTING CASEWORK TO REMAIN NEW WALL BASE ELEV-INT-AREA B WAIT RECPETION-WEST 1/4" = V-0" Al WALL RATINGS: 1 HOUR FIRE —fS—*S $ S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -+*-SS--44_S- 2 HOUR FIRE/ SMOKE BARRIER —♦T ------ 4-T TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER "GRAY" = EXISTING RATING TO REMAIN PARTITIONS: .'� EXISTING/REMAINING (� NEW WORK C _ _ DEMOLISHED FINISH SCHEDULE WALLS CLASS TYPE NOTES FLOORING CLASS TYPE NOTES PNTLO-XX MANU: SHERWIN WILLIAMS CLASS A LVT-01 MANU: AMERICANBILTRITE CLASS I YORKSHIRE CLR: MATCH EXIST. ADJACENT LINE: MIRRA WOOD SALES & FIN: MATCH ADJACENT NATURAL BEECH MARKETING CLR: MNB-002 TAUPE BROWN JIMMY BEEBE PNTLO-01 MANU: SHERWIN WILLIAMS CLASS A FIELD COLOR CELL: CLR: SW 7016 MINDFUL GRAY SV-01 MANU: PATCRAFT CLASS I 352-476-3082 FIN: EGGSHELL SIZE: SHEET GOODS W/ 4" INTEGRAL COVE BASE PNTLO-02 MANU: SHERWIN WILLIAMS CLASS A - ACCENT COLOR LINE: HOLISTIC 1422V CLR: SW 7074 SOFTWARE CLR: TBD FIN: EGGSHELL CT-01 MANU: DAL TILE CLASS I LIGHT COLOR PNTLO-05 MANU: SHERWIN WILLIAMS CLASS A - DOOR FRAMES LINE: FABRIQUE CLR: SW 7675 SEALSKIN AND TRIM CLR: P685 BLANC LINEN FIN: EGGSHELL CT-02 MANU: DAL TILE CLASS I DARK COLOR PNTLO-10 MANU: SHERWIN WILLIAMS CLASS A LINE: FABRIQUE CLR: "CEILING WHITE" CLR: P690 GRIS LINEN FIN: SEMIGLOSS CPPT-01 MANU: PATCRAFT CLASS I CEILING CLASS TYPE NOTES LINE: CONSTRUKT INTRINIC CLR: TBD AM-01 MANU: ARMSTRONG W.I. CLASS A LINE: DUNE SZE: 24" X 24", VWB-1 MANU: JOHSONITE CLASS I 1 SQUARE LAY -IN, 15/16" CLR: 47 BROWN CLR: WHITE FIN: FLAT MISC: SIZE: 4" VINYL COVE BASE WALL PROTECTION CLASS TYPE NOTES AM-02 MANU: ARMSTRONG W.I. CLASS A LINE: CLEAN ROOM VL SWP-1 MANU: INPRO CLASS I SZE: 24" X 24", CLR: SHARKSKIN 0350 (A) SQUARE LAY -IN, 15/16" THK. .06" CLR: WHITE MISC: NON-GASKETED CG-01 MANU: INPRO CLASS I ITEM #: 150 (A) CG-1 MANU: ARMSTRONG W.I. CLASS A CLR: SHARKSKIN 0350 LINE: PRELUDE PLUS, XL SIZE: 48" H, 3" WING EXPOSED TEE SIZE: 15/16" MISC. CLASS TYPE NOTES CLR: WHITE PLAM-1 MANU: WILSONART CLASS B CASEWORK MISC: CLR: 796KK 5TH AVE ELM CABINETS FIN: 12 SOFTGRAIN FINISH NOTE: AEON SCRATCH RESIST. SSF-1 MANU: WILSONART CLASS 1 CASEWORK CLR: MORNING ICE 9204CE (A) COUNTERTOPS SIZE: .75" FINISH: GENERAL NOTES 1. EXISTING FLOORING TO REMAIN IN ALL SPACES, U.N.O. 2. NEW FLOORING MATERIAL TO BE LAID UNDERNEATH CASEWORK, NOT FINISHED TO IT, U.N.O. 3. REPAIR EXISTING FLOORING FINISH AT AREAS WHERE NEW WALLS WERE CUT IN. 4. SEE DETAILS ON SHEET A-401 FOR INSIDE & OUTSIDE CORNER DETAILS FOR FLOORING W/ INTEGRAL WALL BASE. 5. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: FINISHES - PROJECT AREA B 1OSCHLUTER FLOORING TRANSITION. WHEN THE TRANSITION IS AT A DOOR, THE TRANSITION IS TO BE CENTERED UNDER DOOR LEAF. 0 3 THIS SHEET ISSUED IN ITS ENTIRETY 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 01-0 \Aww.exp.com �i Project #: 21000928 ex Cert of Auth: 29701 pe PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AM . AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 3 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042.20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL PROJECT AREA B - PLANS, INTERIOR A ELEVATIONS SCALE 1/4" =14" PROJECT 00 - ENLARGED PLAN - AREA B -WAITING &RECEPTION -EQUIP/FURN ENLARGED PLAN - AREA B -WAITING &RECEPTION -FINISHES NORTH Awl 06 '17A3 C"i A l 1/4" = V-0" 1/4" = V-0" o N 1 2 3 4 5 6 Project Status 1 2 3 4 5 6 E C 10 B A GENERAL DEMOLITION NOTES: 1. LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. 2. REMOVE ALL EXISTING CONSTRUCTION INDICATED BY BOLD DASHED LINES. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB - A PROJECT AREA DIVISION AND IDENTIFICATION. 6. REFER TO A-100 FOR DEMOLITION AND ICRA REQUIREMENTS AND NOTES RECEIVING DOCK T T—♦T�-}T 6-5" 12' 01, -I 8 STICK MAT 3 POOL/ ' I STORAGE 116 9 'tl A 11 y 12 �2FE 13 12 1�—== . . i STORAGE 120 J PASSAGE 100ME _M_1211521�1i. �,.. v: I � KEYED NOTES: DEMOLITION - SUB -PROJECT AREA C 1� THIS SPACE IS TO REMAIN ACTIVE FOR THE DURATION OF THE CONSTRUCTION WORK. CONTRACTOR TO KEEP SPACE FREE OF DEBRIS AND OBSTRUCTIONS. CONTRACTOR TO LOCATE 10LB TYPE ABC FIRE EXTINGUISHER WITHIN WORK AREA O PROVIDE TACKY MATS / WALK -OFF MATS AT ENTRY TO CONSTRUCTION AREA. LOCATE HEPA FILTER NEGATIVE AIR MACHINE(S) TO NEGATIVELY PRESSURIZE CONSTRUCTION AREA. O CONTRACTOR TO INSTALL TEMPORARY EXIT SIGN WHICH INDICATES THE PATH OF EGRESS TO AN EXIT ACCESS CORRIDOR FOR THE DURATION OF THE CONSTRUCTION PERIOD. 6� EXISTING HYDROTHERAPY POOL WITH HYDROLIC LIFT PLATFORM. SEE NEW WORK AND DETAILS. O7 PORTION OF EXTERIOR WALL TO BE DEMOLISHED FOR INSTALLATION OF NEW EXTERIOR DOOR. SEE DETAILS ON SHEET A-112 FOR EXTERIOR WALL DEMOLITION AND NEW WORK. �8 TEMPORARY ICRA WALL CONSTRUCTION. THIS SPACE IS ON THE EXTERIOR OF THE BUILDING. CONTRACTOR TO ENSURE TEMPORARY WALL CONSTRUCTION IS AIR -TIGHT AND PREVENTS OUTSIDE AIR, WATER, DEBRIS, AND VERMIN FROM ENTERING THE BUILDING & WALL CAVITY FOR THE DURATION OF TIME THE EXTERIOR WALL IS DEMOLISHED. TEMORARY DOOR TO THE EXTERIOR IS TO BE LOCKED AT ALL TIMES. �9 EXISTING FINISH FLOORING TO REMAIN. 10 EXISTING SHOWER FIXTURES AT THIS LOCATION TO BE DEMOLISHED AND REMOVED. 11 EXISTING DOOR AND FRAME TO BE REMOVED AND SALVAGED FOR REUSE. DOOR OPENING TO BE INFILLED. SEE SUB -PROJECT AREA I FOR DOOR REMOVAL AND INFILL WORK. 12 EXISTING WALL ASSEMBLY TO BE UPGRADED TO BE 1-HOUR FIRE RATED SIMILAR TO UL RATED ASSEMBLY U-465. UPGRADE WALLS AS REQUIRED, INCLUDING, BUT NOT LIMITED TO: RATED WALL CORNER TURNS, HEAD OF WALL ASSEMBLIES, DUCTWORK, PENETRATIONS, & STENCILING. SEE DETAILS ON GENERAL SHEETS FOR RATED PARTITIONS AND ASSEMBLIES. 13 EXISTING STOREFRONT WINDOWS AND DOOR TO BE REMOVED AND INFILLED. GENERAL NEW WORK NOTES: 1. ALL WALLS ARE TYPE U UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. Al NEW COLUMN STRUCTURE BELOV DECI POOL/__ - STORAGE 116 EXIST. PISTON T( REMAII KEYED NOTES: NEW WORK - SUB -PROJECT AREA C 1� PATCH AND REPAIR WALL WHERE TEMPORARY PARTITION IS DEMOLISHED. PAINT TO MATCH EXISTING. PAINT WALL TO NEAREST CORNER OR DOORFRAME. 0 EXISTING POOL HYDROLIC PLATFORM. CONTRACTOR TO CONSTRUCT AND INSTALL NEW STRUCTURE BENEATH PLATFORM TO FIX PLATFORM IN PLACE. SEE DETAILS. 0 NEW EXTERIOR DOOR. SEE DETAILS ON SHEET A-112 FOR EXTERIOR WALL WORK. SEE EXTERIOR DOOR NOA INFORMATION ON SHEET G-001. ® DOOR OPENING WHERE EXISTING DOOR AND FRAME HAVE BEEN REMOVED TO BE INFILLED. SEE SUB -PROJECT AREA I FOR DOOR INFILL WORK. 0 CONTRACTOR TO INCLUDE FRAMING WITHIN WALL FOR FUTURE DOOR. CONSTRUCT LIGHT -GAUGE FRAMING STRUCTURAL HEADER FOR FUTURE DOOR. STRUCTURAL HEADER TO BE SPECIALTY ENGINEERED AND SIGNED & SEALED BY A FL LICENSED SPECIALTY ENGINEER, I.E. CLARK- DIETRICH. SEE INTERIOR ELEVATIONS FOR LOCATION. 0 m _ 1 STORAGE II PASSAGE 13 OEM a rl a zi \ 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 DIFFUESERS, 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 - SUB -PROJECT AREA C it NO CEILING WORK IN THIS SPACE. EXISTING CEILING TO REMAIN. EXISTING CEILING: - MINIMAL TO BE REMOVED AS REQUIRED FOR 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. 3] EXISTING SUSPENDED LINEAR LIGHT FIXTURES TO REMAIN. PASSAGE 100 �...;���� WALL RATINGS: 1 HOUR FIRE --4-S—♦S $ S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -+*-SS___*4-S- 2 HOUR FIRE/ SMOKE BARRIER ___4_T—♦T TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER "GRAY" = EXISTING RATING TO REMAIN PARTITIONS: EXISTING/REMAINING NEW WORK DEMOLISHED RCP SYMBOL LEGEND ACOUSTICAL TILE CEILING (24X24) ACOUSTICAL TILE CEILING (24X48) GYPSUM CEILING - PAINTED ® FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE B INCANDESCENT LIGHT FIXTURE SMOKE DETECTOR ❑ SPEAKER ® EXIT LIGHT FMHVAC SUPPLY DIFFUSER HVAC RETURN DIFFUSER mCEILING ACCESS PANEL FIRE SPRINKLER (GRAY = EXISTING) iw z ' J la H 1 1 1 1 1 1 1 1 1 1 1 1 J 1 a 3 THIS SHEET ISSUED IN ITS ENTIRETY E FBI C A 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 0-4 so w4l; www.exp.com 000 r o*ex Project #: 21000928 Cert of Auth: 29701 PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 Wr Ad Vient Health AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 3 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042.20.164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER NIA INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL SUB -PROJECT AREA C -PLANS SCALE As indicated Null I A=110 Al ENLARGED PLAN - AREA C - POOL / STORAGE - DEMOLITION A3 ENLARGED PLAN - AREA C - POOL / STORAGE - NEW WORK A5 ENLARGED CEILING PLAN - AREA C POOL / STORAGE NEW WORK 1 /4 = 1 -0 1 /4" = V-0" 1 /4 = 1 -0 1 2 3 4 5 6 Project Status _ 1 fill -,1 - - I i 2 3 4 5 6 1: N C B A EXTERIOR WALL WORK FOR INSTALLATION OF NEW EXTERIOR DOOR. SEE DETAIL. ( ' INSTALL NEW CERAMIC '' I TILE WHERE EXISTING i WAS REMOVED FOR ( ' EXTERIOR WALL -- WORK. SEE FINISH PLAN. .._------------- ELEV-INT- P OO USTO RAG E- N O RT H 1/4" = 1'-0" ELEV-INT-POOL/STORAGE-WEST 1/4" = 1'-0" EXISTING SUSPENDED LIGHT FIXTURES TO REMAIN EXISTING CERAMIC WALL TILE TO REMAIN ELEV-INT-POOUSTORAG E-EAST 1/4" = 1'-0" EXISTING SUSPENDED LIGHT FIXTURES TO REMAIN EXISTING CERAMIC WALL TILE TO REMAIN NEW WHITE FRP TO BE APPLIED OVER GYPSUM WHERE EXISTING DOOR HAS BEEN REMOVED AND INFILLED. zi\ A EQUIPMENT GENERAL NOTES 1. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: EQUIPMENT - SUB -PROJECT AREA C 1� EXISTING HYDROTHERAPY POOL WITH HYDROLIC LIFT PLATFORM. SEE DETAILS FOR POOL PLATFORM WORK.. EXISTING SUSPENDED LIGHT FIXTURES TO REMAIN EXISTING EXTERIOR WINDOWS EXISTING CERAMIC WALL TILE TO REMAIN Al 4'-0" O. ELEV-INT-POOL/STORAGE-SOUTH 1/4" = 1'-0" EXISTING CERAMIC WALL TILE TO REMAIN CONTRACTOR TO INCLUDE FRAMING WITHIN WALL FOR FUTURE DOOR. CONSTRUCT LIGHT -GAUGE FRAMING STRUCTURAL HEADER WITHIN WALL. STRUCTURAL HEADER TO BE SPECIALTY ENGINEERED AND SIGNED & SEALED BY A FL LICENSED SPECIALTY ENGINEER Al WALL RATINGS: 1 HOUR FIRE -S--S—*-S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -04-SSS- 2 HOUR FIRE/ SMOKE BARRIER �-T ------ ♦T TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER s- "GRAY" = EXISTING RATING TO REMAIN PARTITIONS: EXISTING/REMAINING NEW WORK r _ _ DEMOLISHED FINISH SCHEDULE WALLS CLASS TYPE NOTES FLOORING CLASS TYPE NOTES PNTLO-XX MANU: SHERWIN WILLIAMS CLASS A LVT-01 MANU: AMERICANBILTRITE CLASS I YORKSHIRE CLR: MATCH EXIST. ADJACENT LINE: MIRRA WOOD SALES & FIN: MATCH ADJACENT NATURAL BEECH MARKETING CLR: MNB-002 TAUPE BROWN JIMMY BEEBE PNTLO-01 MANU: SHERWIN WILLIAMS CLASS A - FIELD COLOR CELL: CLR: SW 7016 MINDFUL GRAY SV-01 MANU: PATCRAFT CLASS[ 352-476-3082 FIN: EGGSHELL SIZE: SHEET GOODS W/ 4" INTEGRAL COVE BASE PNTLO-02 MANU: SHERWIN WILLIAMS CLASS A - ACCENT COLOR LINE: HOLISTIC 1422V CLR: SW 7074 SOFTWARE CLR: TBD FIN: EGGSHELL CT-01 MANU: DAL TILE CLASS I LIGHT COLOR PNTLO-05 MANU: SHERWIN WILLIAMS CLASS A - DOOR FRAMES LINE: FABRIQUE CLR: SW 7675 SEALSKIN AND TRIM CLR: P685 BLANC LINEN FIN: EGGSHELL CT-02 MANU: DAL TILE CLASS I DARK COLOR PNTLO-10 MANU: SHERWIN WILLIAMS CLASS A LINE: FABRIQUE CLR: "CEILING WHITE" CLR: P690 GRIS LINEN FIN: SEMIGLOSS CPPT-01 MANU: PATCRAFT CLASS I CEILING CLASS TYPE NOTES LINE: CONSTRUKT INTRINIC CLR: TBD AM-01 MANU: ARMSTRONG W.I. CLASS A LINE: DUNE /� SZE: 24" X 24", VWB-1 MANU: JOHSONITE CLASS I J� SQUARE LAY -IN, 15/16" CLR: 47 BROWN CLR: WHITE FIN: FLAT MISC: SIZE: 4" VINYL COVE BASE AM-02 MANU: ARMSTRONG W.I. CLASS A WALL PROTECTION CLASS TYPE NOTES LINE: CLEAN ROOM VL SWP-1 MANU: INPRO CLASS I SZE: 24" X 24", CLR: SHARKSKIN 0350 (A) SQUARE LAY -IN, 15/16" THK. .06" CLR: WHITE MISC: NON-GASKETED CG-01 MANU: INPRO CLASS[ ITEM #: 150 (A) CG-1 MANU: ARMSTRONG W.I. CLASS A CLR: SHARKSKIN 0350 LINE: PRELUDE PLUS, XL SIZE: 48" H, 3" WING EXPOSED TEE SIZE: 15/16" MISC. CLASS TYPE NOTES CLR: WHITE PLAM-1 MANU: WILSONART CLASS B CASEWORK MISC: CLR: 796KK 5TH AVE ELM CABINETS FIN: 12 SOFTGRAIN FINISH NOTE: AEON SCRATCH RESIST. SSF-1 MANU: WILSONART CLASS 1 CASEWORK CLR: MORNING ICE 9204CE (A) COUNTERTOPS SIZE: .75" FINISH: GENERAL NOTES 1. EXISTING FLOORING TO REMAIN IN ALL SPACES, U.N.O. 2. NEW FLOORING MATERIAL TO BE LAID UNDERNEATH CASEWORK, NOT FINISHED TO IT, U.N.O. 3. REPAIR EXISTING FLOORING FINISH AT AREAS WHERE NEW WALLS WERE CUT IN. 4. SEE DETAILS ON SHEET A-401 FOR INSIDE & OUTSIDE CORNER DETAILS FOR FLOORING W/ INTEGRAL WALL BASE. 5. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: FINISHES - SUB -PROJECT AREA C 1OEXISTING TILE FLOORING ON POOL PLATFORM TO REMAIN. ONEW CERAMIC TILE TO BE INSTALLED AT EXTERIOR WALL AROUND NEW EXTERIOR DOOR. SEE DETAILS ON SHEET A-112 FOR EXTERIOR WALL DEMOLITION AND NEW WORK. ONEW WHITE FRP TO BE INSTALLED AND APPLIED OVER GYPSUM WHERE EXISTING DOOR HAS BEEN REMOVED AND INFILLED. SEE SUB- PROJECT AREA I FOR INFILL WORK. zh zh 3 THIS SHEET ISSUED IN ITS ENTIRETY E 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 � www.exp.com •� 0 0 sex Project #: 21000928 Cert of Auth: 29701 C B PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 F AHCA CLIENT CODE I FILE NUMBER: 23/100046-126 3 APRIL 14, 2021 AS[ No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL SUB -PROJECT AREA C - PLANS, INTERIOR A ELEVATIONS SCALE 1/4" = 1'-0" v� ENLARGED PLAN - AREA C - POOL / STORAGE - EQUIP/FURN ENLARGED PLAN - AREA C - POOL / STORAGE - FINISHES PROJECT NORTH Aml 11 n I 1/4" = 1'-0" �T J 1/4" = 11-0" + 1 2 3 �/ 4 5 6 Project t Status s F 1 2 3 4 5 6 E 0 C B A EXTERIOR WALL FOR INSTALLAI NEW EXTERIOR SEE INSTALL NEW Cl TILE WHERE E) WAS REMOV' EXTERIO WORK. SEE FINISH PLAN. ELEV-INT-POOL/STORAGE-NORTH 1/4" = 1'-0" ELEV-INT-POOL/STORAGE-WEST 1/4" = V-0" NIP���Y 1 ' " cr a. i g w 1 1 Q POOL/ 1 STORAGE 1 r STORAGE .1 PASSAGE & r= ill EXISTING SUSPENDED LIGHT FIXTURES TO REMAIN EXISTING CERAMIC WALL TILE TO REMAIN ELEV-I NT-POOUSTORAG E- EAST 1/4" = 1'-0" EXISTING SUSPENDED LIGHT FIXTURES TO REMAIN EXISTING CERAMIC WALL TILE TO REMAIN NEW WHITE FRP TO BE APPLIED OVER GYPSUM WHERE EXISTING DOOR HAS BEEN REMOVED AND INFILLED. a EQUIPMENT GENERAL NOTES 1. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: EQUIPMENT - SUB -PROJECT AREA C iO EXISTING HYDROTHERAPY POOL WITH HYDROLIC LIFT PLATFORM. SEE DETAILS FOR POOL PLATFORM WORK.. ------------ EXISTING SUSPENDED LIGHT FIXTURES TO REMAIN EXISTING EXTERIOR WINDOWS EXISTING CERAMIC WALL TILE TO REMAIN 4'-0" I_oIt ELEV-INT-POOL/STORAGE-SOUTH 1/4" = 1'-0" EXISTING CERAMIC WALL TILE TO REMAIN CONTRACTOR TO INCLUDE FRAMING WITHIN WALL FOR FUTURE DOOR. CONSTRUCT LIGHT -GAUGE FRAMING STRUCTURAL HEADER WITHIN WALL. STRUCTURAL HEADER TO BE SPECIALTY ENGINEERED AND SIGNED & SEALED BY A FL LICENSED SPECIALTY ENGINEER Al WALL RATINGS: 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 PARTITIONS: EXISTING/REMAINING r� NEW WORK C = _ DEMOLISHED FINISH SCHEDULE WALLS CLASS TYPE NOTES FLOORING CLASS TYPE NOTES PNTLO-XX MANU: SHERWIN WILLIAMS CLASS A LVT-01 MANU: AMERICANBILTRITE CLASS I YORKSHIRE CLR: MATCH EXIST. ADJACENT LINE: MIRRA WOOD SALES & FIN: MATCH ADJACENT NATURAL BEECH MARKETING CLR: MNB-002 TAUPE BROWN JIMMY BEEBE PNTLO-01 MANU: SHERWIN WILLIAMS CLASS A - FIELD COLOR CELL: CLR: SW 7016 MINDFUL GRAY SV-01 MANU: PATCRAFT CLASS I 352-476-3082 FIN: EGGSHELL SIZE: SHEET GOODS W/ 4" INTEGRAL COVE BASE PNTLO-02 MANU: SHERWIN WILLIAMS CLASS A - ACCENT COLOR LINE: HOLISTIC 1422V CLR: SW 7074 SOFTWARE CLR: TBD FIN: EGGSHELL CT-01 MANU: DAL TILE CLASS I LIGHT COLOR PNTLO-05 MANU: SHERWIN WILLIAMS CLASS A - DOOR FRAMES LINE: FABRIQUE CLR: SW 7675 SEALSKIN AND TRIM CLR: P685 BLANC LINEN FIN: EGGSHELL CT-02 MANU: DAL TILE CLASS I DARK COLOR PNTLO-10 MANU: SHERWIN WILLIAMS CLASS A LINE: FABRIQUE CLR: "CEILING WHITE" CLR: P690 GRIS LINEN FIN: SEMIGLOSS CPPT-01 MANU: PATCRAFT CLASS I CEILING CLASS TYPE NOTES LINE: CONSTRUKT INTRINIC CLR: TBD AM-01 MANU: ARMSTRONG W.I. CLASS A LINE: DUNE SZE: 24" X 24", VWB-1 MANU: JOHSONITE CLASS I / SQUARE LAY -IN, 15/16" CLR: 47 BROWN CLR: WHITE FIN: FLAT MISC: SIZE: 4" VINYL COVE BASE AM-02 MANU: ARMSTRONG W.I. CLASS A WALL PROTECTION CLASS TYPE NOTES LINE: CLEAN ROOM VL SWP-1 MANU: INPRO CLASS I SZE: 24" X 24", CLR: SHARKSKIN 0350 (A) SQUARE LAY -IN, 15/16" THK. .06" CLR: WHITE MISC: NON-GASKETED CG-01 MANU: INPRO CLASS I ITEM #: 150 (A) CG-1 MANU: ARMSTRONG W.I. CLASS A CLR: SHARKSKIN 0350 LINE: PRELUDE PLUS, XL SIZE: 48" H, 3" WING EXPOSED TEE SIZE: 15/16" MISC. CLASS TYPE NOTES CLR: WHITE PLAM-1 MANU: WILSONART CLASS B CASEWORK MISC: CLR: 796KK 5TH AVE ELM CABINETS FIN: 12 SOFTGRAIN FINISH NOTE: AEON SCRATCH RESIST. SSF-1 MANU: WILSONART CLASS 1 CASEWORK CLR: MORNING ICE 9204CE (A) COUNTERTOPS SIZE: .75" FINISH: GENERAL NOTES 1. EXISTING FLOORING TO REMAIN IN ALL SPACES, U.N.O. 2. NEW FLOORING MATERIAL TO BE LAID UNDERNEATH CASEWORK, NOT FINISHED TO IT, U.N.O. 3. REPAIR EXISTING FLOORING FINISH AT AREAS WHERE NEW WALLS WERE CUT IN. 4. SEE DETAILS ON SHEET A-401 FOR INSIDE & OUTSIDE CORNER DETAILS FOR FLOORING W/ INTEGRAL WALL BASE. 5. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: FINISHES - -PROJECT AREA C /SUB 1� EXISTING TILE FLOORING ON POOL PLATFORM TO REMAIN. < 2� NEW CERAMIC TILE TO BE INSTALLED AT EXTERIOR WALL AROUND NEW EXTERIOR DOOR. SEE DETAILS ON SHEET A-112 FOR EXTERIOR WALL DEMOLITION AND NEW WORK. ONEW WHITE FRP TO BE INSTALLED AND APPLIED OVER GYPSUM WHERE EXISTING DOOR HAS BEEN REMOVED AND INFILLED. SEE SUB- PROJECT AREA I FOR INFILL WORK. zh ZL 3 THIS SHEET ISSUED W ITS ENTIRETY 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 i� www.exp.com `�� Project #: 21000928 ex Cert of Auth: 29701 .7 0 A PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 3 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042-20.164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL SUB -PROJECT AREA C -PLANS, INTERIOR ELEVATIONS 1/4" = 1'-0" ENLARGED PLAN - AREA C - POOL / STORAGE - EQUIP/FURN ENLARGED PLAN - AREA C - POOL / STORAGE - FINISHES PROJECT NORTH Aml 11 1/4" = V-0" \� 1 2 3 4 5 6 Project Status j 1 2 3 4 5 I 6 — E !!7 B A A HILTI HY-200 3/8" DIA. HILTI KWIK HUS-EX SS316 W/ 3 1/4" EMBEDMENT ON 7" GAGE EACH WAY PL9X9X.625" 3X3X.25HSS PL 9 X 9 X.625" NON SHRINK GROUT DRILL AND EPDXY 3/8" S.S.THREADED RODS ON 7" GAGE EACH WAY HILTI HY-200 9„ Ni" PL9X9X.625" o, 0 0 -T- i I I 1 1/2" = V-0" FORM AND POUR SOLID CELL OF EXISTING BLOCK, REINFORCE W/ #5 VERTICAL REBAR EXISTING FOUNDATION AND EXTERIOR WALL CONSTRUCTION HAS NOT BEEN CONFIRMED. CONTRACTOR TO REPORT ANY DISCREPANCIES TO ARCHITECT #5 HORIZONTAL BAR. DRILL & EPDXY USING HILTI HY-200. MIN. 8" EMBED. SECTION - EXT. WALL - NEW WORK - JAMB APPLY NEW EXTERIOR PLASTER ASSEMBLY TO MATCH EXISTING ASSEMBLY. 8" x 8" POURED CONCRETE COLUMN. 4,000 PSI CONCRETE REINFORCED W/ #5 BAR INSTALL NEW PLASTER CASING BEAD, ALL SIDES OF DOOR FRAME. MASONRY ANCHOR INTO CONCRETE JAMB. SEE DOOR NOA FOR JAMB DETAIL. NEW EXTERIOR DOOR ASSEMBLY. SEE DOOR NOA INFORMATION. BACKER ROD & SEALANT 2" RIGID INSULATION ALIGN NEW 5/8" GWB W/ EXISTING INSTALL NEW CERAMIC TILE. ROUND CORNER TO DOORFRAME TAPE & MUD AT GYPSUM SEAM EXISTING FOUNDATION AND EXTERIOR REMOVE EXISTING WALL CONSTRUCTION HAS NOT BEEN PLASTER ASSEMBLY ON CONFIRMED. CONTRACTOR TO REPORT EXTERIOR OF WALL. ANY DISCREPANCIES TO ARCHITECT 6" y — ' — II KNOCK OUT & REMOVE FACE OF EXISTING BLOCK SECTION - EXT. WALL - DEMO - JAMB 1 1/2" = V-0" SAWCUT AND DEMO EXISTING BLOCK & INSULATION. SEE DETAILS ON THIS SHEET FOR DIMENSIONS. REMOVE EXISTING CERAMIC TILE ON INTERIOR OF WALL. REMOVE EXISTING CERAMIC TILE ON WALL INTERIOR TO EXPOSE 2 ADDITIONAL CMU COURSES ABOVE OPENING SAWCUT AND DEMO EXISTING CMU WALL WITHIN DIMENSIONS ` �7_�� I_ �_I_L_1_T_-1 4- 1 —� __L _I _L _I_ \ ( -T T I (\ ` \ EXISTING CERAMIC TILE -T 1 _ T I— �— L 1— T i— L ON INTERIOR OF WALL — ——� � B, _�\J _I_L�_I_r�_I_L�_i_r -1 _ _ L _1_ -1 L _I_ L 7 1 T 1 7— 1 L T I I_L_T_I_T-1_i_L7_I_T � \\\\ -1 LIL _I_7__T�_I_ V � ` LI —I—T�— I—�--L L T_ T� -1_1_L�_I_ r.J _I_LI 7__T Ik d y EXISTING CONCRETE ' Q SIDEWALK ON GRADE :I 1 11 I I-1 I I-1 I I=1 I I1 I I=1 I I1 I I-1 I I1 I I-1 I I1 I I1 11= V-4" 8'-8" NOTE 1: PRIOR TO SAWCUT AND DEMO, GC TO VERIFY RUN OF CONDUIT TO EXISTING WALL - MOUNTED EQUIPMENT. APPLY NEW EXTERIOR PLASTER ASSEMBLY TO MATCH EXISTING ASSEMBLY. FORM AND POUR SOLID CELL OF EXISTING BLOCK. REINFORCE W/ #5 VERTICAL REBAR #5 HORIZONTAL BAR. DRILL & EPDXY USING HILTI HY-200. MIN. 8" EMBED. 2-COURSE POURED CONCRETE LINTEL. 4,000 PSI CONCRETE REINFORCED W/ #5 BAR VERTICAL & HORIZONTAL. EMBED INTO EXISTING CMU. INSTALL NEW PLASTER CASING BEAD, ALL SIDES OF DOOR FRAME. EXTERIOR SEALANT SECTION - EXT. WALL - NEW WORK - HEAD 1 1/2" = 1'-0" APPLY NEW EXTERIOR PLASTER ASSEMBLY TO MATCH EXISTING ASSEMBLY. 4,000 PSI CONCRETE REINFORCED W/ #5 BAR, HORIZONTAL & VERTICAL. HORIZONTALS EMBED INTO EXISTING CMU INSTALL NEW PLASTER CASING BEAD EXISTING CONCRETE SLAB ON GRADE EMBED REBAR MIN. 8" INTO EXISTING FOUNDATION EXISTING FOUNDATION AND EXTERIOR WALL CONSTRUCTION HAS NOT BEEN CONFIRMED. CONTRACTOR TO REPORT ANY DISCREPANCIES TO ARCHITECT 0o� SECTION - EXT. WALL - NEW WORK - BASE u v i 1 1/2" = V-0" EXISTING FOUNDATION AND EXTERIOR WALL CONSTRUCTION HAS NOT BEEN CONFIRMED. CONTRACTOR TO REPORT ANY DISCREPANCIES TO ARCHITECT TAPE & MUD AT GYPSUM SEAM ALIGN NEW 5/8" GWB W/ EXISTING INSTALL NEW CERAMIC TILE. ROUND CORNER TO DOORFRAME 2" RIGID INSULATION BACKER ROD & SEALANT NEW EXTERIOR DOOR ASSEMBLY. SEE DOOR NOA INFORMATION. INSTALL NEW CERAMIC TILE. 5/8" GYPSUM 2" RIGID INSULATION TO DECK EXISTING CONCRETE FLOOR SLAB VAPOR BARRIER NEW 2-COURSE POURED CONCRETE LINTEL. SEE DETAILS. EXISTING CERAMIC TILE ON INTERIOR OF WALL INSTALL NEW DOOR & FRAME ASSEMBLY WITHIN OPENING. SEE NOA INFORMATION ON SHEET G-001. NEW POURED CONCRETE FRAME, SEE DETAILS. INSTALL NEW CERAMIC TILE AROUND DOOR FRAME INSTALL WEATHER STRIPING BELOW DOOR. EXISTING CONCRETE FLOOR SLAB Al NEW EXTERIOR DOOR ASSEMBLY W/ WEATHER STRIPPING. SEE DOOR NOA INFORMATION. INSTALL EXTERIOR SEALANT AS REQUIRED POUR NEW 4,000 PSI CONCRETE SILL FLUSH W/ EXISTING CONCRETE SLABS EXISTING CONCRETE SLAB ON GRADE EMBED REBAR MIN. 8" INTO EXISTING FOUNDATION EXISTING FOUNDATION AND EXTERIOR WALL CONSTRUCTION HAS NOT BEEN CONFIRMED. CONTRACTOR TO REPORT ANY DISCREPANCIES TO ARCHITECT NEW EXTERIOR DOOR THRESHOLD. SEE DOOR NOA INFORMATION. INSTALL SEALANT BETWEEN TILE AND DOOR THRESHOLD INSTALL NEW CERAMIC TILE UP TO DOOOR THRESHOLD. EXISTING CONCRETE FLOOR SLAB VAPOR BARRIER SECTION - EXT. WALL - NEW WORK - DOOR SILL 1 1/2" = V-0" DETAIL - EXT. WALL - NEW WORK - HEAD 1 1/2" = V-0" EXISTING CMU BLOCKING #5 BAR VERTICAL & HORIZONTAL. EMBED INTO EXISTING CMU USING HILTI HY-200 MIN. 8" 2-COURSE POURED CONCRETE LINTEL. 4,000 PSI CONCRETE, REINFORCED NEW EXTERIOR DOOR ASSEMBLY. SEE NOA INFORMATION. #5 BAR VERTICAL & HORIZONTAL. EMBED INTO EXISTING CMU USING HILTI HY-200 MIN. 8" POURED CONCRETE FRAME. 4,000 PSI CONCRETE, REINFORCED EXISTING CMU BLOCKING #5 BAR VERTICAL & HORIZONTAL. EMBED INTO EXISTING CMU USING HILTI HY-200 MIN. 8" POURED CONCRETE FRAME. 4,000 PSI CONCRETE, REINFORCED NEW EXTERIOR DOOR ASSEMBLY. SEE NOA INFORMATION. EXISTING CONCRETE FLOOR SLAB L 0 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: +1.40T660.1655 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com •� �� Project #: 21000928 Cert of Auth: 29701 ex PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS - UROLOGY SUITE RENOVATION C B A 7050 Gall Blvd. Zephyrh i I Is, FL 33541 A.dvlunt AHCA CLIENT CODE / FILE NUMBER: 231100046-126 3 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB.19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042-20.164.01 ORIGINAL ISSUE MAR.17, 2021 PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER NIA MECHANICAL ENGINEER N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL SUB -PROJECT AREA C -DETAILS As indicated u� o M ELEV-ENLARGED-POOL/STORAGE-NORTH-DEMO ELEV-ENLARGED-POOL/STORAGE-NORTH-NEW WORK DETAIL - EXT. WALL - NEW WORK - BASE LP Al A3 _ " , , A5 _ Aml 12 �; 1 /2 = 1 -0 1 /2" = 1'-0" 1 1 /2" — 1' 0" i N y O _ 1 2 3 4 5 6 Project Status i ,,n--mm -- 2 3 4 5 6 B A C) Iwo mm mm 1101- PNTLO-01 At E L-A", -LU 6 z �A-4 1 A 0 L, V1 T_ 11� V V 1/4" = V-1)" A, I ENLARGED CEILING PLAN - AREA D - LARGE EXAM ROOMS - NEW WORK 1/4" = V-0" ENLARGED PLAN - AREA D - LARGE EXAM ROOMS - DEMOLITION 1/4" = 1 '-0" W z _J F_ 0 LU cr CL CL Al J� A2 FINISH: GENERAL NOTES 1 . EXISTING FLOORING TO REMAIN IN ALL SPACES, U.N.O. 2. NEW FLOORING MATERIAL TO BE LAID UNDERNEATH CASEWORK, NOT FINISHED TO IT, U.N.O. 3. REPAIR EXISTING FLOORING FINISH AT AREAS WHERE NEW WALLS WERE CUT IN. 4. SEE DETAILS ON SHEET A-401 FOR INSIDE & OUTSIDE CORNER DETAILS FOR FLOORING W/ INTEGRAL WALL BASE. 5. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: FINISHES - SUB -PROJECT AREA D SCHLUTER FLOORING TRANSITION. WHEN THE TRANSITION IS AT A DOOR, THE TRANSITION IS TO BE CENTERED UNDER DOOR LEAF. NEW FINISH FLOORING TO BUTT UP TO THE KICK BOARD OF EXISTING CASEWORK. INSTALL NEW WALL BASE ALONG FACE OF KICK BOARD. ADDITIONAL DRYWALL WORK REQUIRED WITHIN THIS ROOM PRIOR TO ROOM FINISH. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER 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 DIFFUESERS, RETURN AIR GRILLES, AND EXHAUST GRILLES. FOR NEW AND/CR 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 - SUB -PROJECT AREA D Fil NO CEILING WORK IN THIS SPACE. EXISTING CEILING TO REMAIN. F 2] EXISTING CEILING: - MINIMAL TO BE REMOVED AS REQUIRED FOR 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. F3] EXISTING SOFFIT AND GYPSUM CEILING ABOVE CASEWORK TO REMAIN. F4] EXISTING CEILING GRID TO REMAIN. INSTALL NEW CEILING TILES. SEE FINISH SCHEDULE FOR MORE INFORMATION. 51 NEW WALL -MOUNTED TV. SEE ELEVATION. F 61 INSTALL NEW CEILING GRID AND TILE. SEE FINISH SCHEDULE FOR MORE INFORMATION. GENERAL DEMOLITION NOTES: 1 . LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. 2. REMOVE ALL EXISTING CONSTRUCTION INDICATED BY BOLD DASHED LINES. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. 6. REFER TO A-100 FOR DEMOLITION AND ICRA REQUIREMENTS AND NOTES KEYED NOTES: DEMOLITION - SUB -PROJECT AREA D CONTRACTOR TO LOCATE 10LB TYPE ABC FIRE EXTINGUISHER WITHIN WORK AREA LOCATE HEPA FILTER NEGATIVE AIR MACHINE(S) TO NEGATIVELY PRESSURIZE CONSTRUCTION AREA. EXISTING DOOR AND FRAME TO BE REMOVED AND SALVAGED FOR REUSE. DOOR OPENING TO BE INFILLED. PROTECT DOOR AND FRAME FOR REINSTALLATION. EXISTING SHOWER STALLS AND FIXTURES TO BE DEMOLISHED AND REMOVED. CAP AND SEAL DRAINS IN FLOOR. TRACE WATER SUPPLY LINES AND CAP WITHIN EXISTING WALL WHICH IS NOT DEMOLISHED. EXISTING PLUMBING FIXTURES TO BE DEMOLISHED AND REMOVED. CAP AND SEAL DRAINS WITHIN WALL AND/OR FLOOR. TRACE WATER SUPPLY LINES AND CAP WITHIN EXISTING WALL WHICH IS NOT DEMOLISHED. DEMOLISH EXISTING COUNTERTOP AND SINKS. PLUMBING SUPPLY AND DRAIN LINES TO BE REUSED FOR NEW SINK. SEE NEW WORK AND EQUIPMENT PLAN FOR NEW SINK LOCATION. EXISTING MECHANICAL SHAFT TO REMAIN EXISTING FINISH FLOORING TO BE REMOVED IN THIS SPACE. PREP FLOOR SLAB TO RECEIVE NEW FINISH FLOORING. EXISTING CASEWORK TO REMAIN. THE EXISTING WALLS WITHIN THIS SPACE INCLUDE EXISTING APPLIED WALLPAPER. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER. FINISH SCHEDULE WALLS CLASS TYPE NOTES FLOORING CLASS TYPE NOTES PNTLO-XX MANU: SHERWIN WILLIAMS CLASS A LVT-01 MANU: AMERICANBILTRITE CLASS I YORKSHIRE CLR: MATCH EXIST. ADJACENT LINE: MIRRA WOOD SALES & FIN: MATCH ADJACENT NATURAL BEECH MARKETING CLR: MNB-002 TAUPE BROWN JIMMY BEEBE PNTLO-01 MANU: SHERWIN WILLIAMS CLASS A - FIELD COLOR CELL: CLR: SW 7016 MINDFUL GRAY SV-01 MANU: PATCRAFT CLASS 1 352-476-3082 FIN: EGGSHELL SIZE: SHEET GOODS W/ 4" INTEGRAL COVE BASE PNTLO-02 MANU: SHERWIN WILLIAMS CLASS A - ACCENT COLOR LINE: HOLISTIC 1422V CLR: SW 7074 SOFTWARE CLR: TBD FIN: EGGSHELL zi� PNTLO-05 MANU: SHERWIN WILLIAMS CLASS A - DOOR FRAMES LINE: FABRIQUE CLR: SW 7675 SEALSKIN AND TRIM CLR: P685 BLANC LINEN FIN: EGGSHELL CT-02 MANU: DAL TILE CLASS I DARK COLOR PNTLO-10 MANU: SHERWIN WILLIAMS CLASS A LINE: FABRIQUE CLR: "CEILING WHITE" CLR: P690 GRIS LINEN FIN: SEMIGLOSS CPPT-01 MANU: PATCRAFT CLASSI CEILING CLASS TYPE NOTES LINE: CONSTRUKT INTRINIC -1 L LINE: DUNE SZE: 24" X 24", VWB-1 MANU: JOHSONITE CLASSI Zj� SQUARE LAY -IN, 15/16" CLR: 47 BROWN CLR: WHITE FIN: FLAT MISC: SIZE: 4" VINYL COVE BASE AM-02 MANU: ARMSTRONG W.I. CLASS A WALL PROTECTION CLASS TYPE NOTES LINE: CLEAN ROOM VL SWP_1 MANU: INPRO ICLASSI SZE: 24" X 24", CLR: SHARKSKIN 0350 (A) SQUARE LAY -IN, 15/16" THK. .06" CLR: WHITE MISC: NON-GASKETED CG-01 MANU: INPRO CLASS I ITEM #: 150 (A) CG-1 MANU: ARMSTRONG W.I. CLASS A CLR: SHARKSKIN 0350 LINE: PRELUDE PLUS, XL SIZE: 48" H, 3" WING EXPOSED TEE SIZE: 15/16" MISC. CLASS TYPE NOTES CLR: WHITE PLAM-1 MANU: WILSONART CLASS B CASEWORK MISC: CLR: 796KK 5TH AVE ELM CABINETS FIN: 12 SOFTGRAIN FINISH NOTE: AEON SCRATCH RESIST. SSF-1 MANU: WILSONART CLASS 1 CASEWORK CLR: MORNING ICE 9204CE (A) COUNTERTOPS SIZE: .75" 1 1 1 1 ENLARGED PLAN - AREA D - LARGE EXAM ROOMS - EQUIP/FURN 1/4" = 1 '-0" ENLARGED PLAN - AREA D - LARGE EXAM ROOMS - NEW WORK 1/411 = 1 1-011 � WALL RATINGS: * * * $ * * 1 HOUR FIRE _-4-S *S $S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE 2 HOUR FIRE/ SMOKE BARRIER TEMPORARY 1 HOUR FIRE _S_S_ SMOKE BARRIER "GRAY'= EXISTING RATING TO REMAIN PARTITIONS: EXIST ING/RE MAIN ING 29 Pw I NEW WORK F_ — —7 DEMOLISHED RCP SYMBOL LEGEND ACOUSTICAL TILE CEILING (24X24) ACOUSTICAL TILE CEILING (24X48) GYPSUM CEILING - PAINTED FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE 0 INCANDESCENT LIGHT FIXTURE SMOKE DETECTOR SPEAKER EXIT LIGHT HVAC SUPPLY DIFFUSER HVAC RETURN DIFFUSER CEILING ACCESS PANEL 0 G FIRE SPRINKLER (GRAY = EXISTING) EQUIPMENT GENERAL NOTES 1 . SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: EQUIPMENT - SUB -PROJECT AREA D EXISTING CASEWORK TO REMAIN. PROVIDE BLOCKING WITHIN EXISTING WALL FOR NEW EQUIPMENT AND CASEWORK. WALL MOUNTED EQUIPMENT. COORDINATE FINAL MOUNTING HEIGHT AND LOCATION WITH OWNER. NEW PATIENT HEADWALL. SEE ELEVATIONS. REUSE EXISTING PLUMBING SUPPLY AND DRAIN LINES FOR NEW SINK FIXTURE. INSTALL 17"xl 9" STAINLESS STEEL DROP -IN SINK. INSTALL GOOSENECK FAUCET W/ WRISTBLADE HANDLES. GENERAL NEW WORK NOTES: 1 . ALL WALLS ARE TYPE U UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. KEYED NOTES: NEW WORK - SUB -PROJECT AREA D (a) DOOR OPENING WHERE EXISTING DOOR AND FRAME HAVE BEEN REMOVED TO BE INFILLED. INFILL W/ METAL STUD & GYPSUM CONSTRUCTION TO MATCH EXISTING WALL ASSEMBLY. GYPSUM TO BE FLUSH W/ EXISTING WALL FACE ON BOTH SIDES OF WALL. (2) APPLY 100% OPAQUE WHITE FILM TO INSIDE FACE OF ALL EXISTING WINDOWS IN THIS ROOM. NEW PATIENT EXAM TABLE AND HEADWALL. SEE EQUIPMENT PLANS AND INTERIOR ELEVATIONS. INSTALL DOOR AND FRAME RELOCATED FROM WHIRLPOOL ROOM 113. SEE DOOR SCHEDULE FOR MORE INFORMATION. THE EXISTING WALLS WITHIN THIS ROOM INCLUDE EXISTING APPLIED WALLPAPER. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER 3 THIS SHEET ISSUED IN ITS ENTIRETY PROJECT NORTH El I chapuis design group architecture.pa 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 CGDPA - FL # AA-26003049 expU.S. Services Inc. t: +1.407-660.0088 f: +1 A07.660.1655 2601 Westhall Lane Maitland, FL 32751 USA 0 d—O 0 4D www.exp-com �! -40 Project #- 21000928 oex Cert of Auth: 29701 P PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 C AdventHealth L-11 AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 3 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17,2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL SUB -PROJECT AREA D - PLANS A As indicated Awl 15 1 2 3 4 5 6 FrojecT z5mus o_ LO N N 0 N V E C B 1 2 3 4 5 6 - EXISTING SOFFIT & CASEWORK TO REMAIN EXISTING PAPER TOWEL DISPENSER TO REMAIN Al NEW WALL BASE ELEV—INT—LARGE EXAM 2—EAST 1/4" = V-0" SHEET WALL PROTECTION SOILED A HAMPER: OFOI Al NEW WALL BASE ELEV-INT-LARGE EXAM 1-EAST 1/4" = 1'-0" EXISTING EXTERIOR WINDOW SHEET WALL PROTECTION TOP OF WALL PROTECTION TO BE FLUSH W/ EXISTING WINDOW SILL FIELD VERIFY QUANTITY AND LOCATION OF EXISTING ELECTRICAL RECEPTACLES. MINIMUM 1 DUPLEX PER WALL REQUIRED. FIELD VERIFY QUANTITY AND LOCATION OF EXISTING ELECTRICAL RECEPTACLES. MINIMUM 1 DUPLEX PER WALL REQUIRED. TV: WALL -MOUNTED ON SWIVEL BRACKET. COORDINATE POWER AND DATA SOILED HAMPER: OFOI SHEET WALL PROTECTION FIELD VERIFY QUANTITY AND LOCATION OF EXISTING ELECTRICAL RECEPTACLES. MINIMUM 1 DUPLEX PER WALL REQUIRED. 1 NEW WALL BASE ELEV-INT-LARGE EXAM 2-NORTH 1/4" = V-0" SHARPS CONTAINER: OFCI. COORDINATE FINAL MOUNTING LOCATION W/ OWNER GLOVE STORAG' BRACKET: OFC COORDINATE FINA MOUNTING LOCATIOI W/ OWNEI FIELD VERIFY QUANTITY AND LOCATION OF EXISTING ELECTRICAL RECEPTACLES. MINIMUM 1 DUPLEX PER WALL REQUIRED. Al NEW WALL BASE ELEV-INT-LARGE EXAM 1-NORTH 1/4" = 1'-0" EXISTING SOFFIT & GLOVE STORAGE CASEWORK TO BRACKET: OFCI. REMAIN COORDINATE FINAL MOUNTING LOCATION W/ OWNER EXISTING SOAP SHARPS CONTAINER: DISPENSER TO OFCI. COORDINATE REMAIN FINAL MOUNTING LOCATION W/ OWNER FIELD VERIFY QUANTITY AND LOCATION OF EXISTING ELECTRICAL RECEPTACLES. MINIMUM TV: WALL -MOUNTED ON SWIVEL BRACKET. COORDINATE POWER AND DATA SHEET WALL PROTECTION SOILED HAMPER: OFOI EXISTIIN MINI PER W, 1 DUPLEX PER WALL REQUIRED. ELEV-INT-LARGE EXAM 2-WEST 1/4" = 1'-0" INPRO CORNER GUARD SHEET WALL PROTECTION NEW WALL BASE a INSTALL NEW ELEC. OUTLET DUPLEX, EMERGENCY POWER INSTALL NEW ELEC. OUTLET DUPLEX, _L NORMAL POWER )N SHEET WALL PROTECTION F PATIENT EXAM TABLE: OFOI INSTALL NEW ELEC. OUTLET DUPLEX, EMERGENCY POWER INSTALL NEW ELEC. OUTLET DUPLEX, NORMAL POWER PATIENT EXAM TABLE: OFOI ELEV-INT-LARGE EXAM 2-SOUTH 1/4" = V-0" ELEV—INT—LARGE EXAM 1—SOUTH 1/4" = 1'-0" INPRO CORNER GUARD SHEET WALL PROTECTION NEW WALL BASE FINISHED SOFFIT & FASCIA PAPER TOWEL DISPENSER: OFOI SOAP DISPENSER: OFOI NEW WALL BASE zj� 2 GE I 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: +1.407.660A655 2601 Westhall Lane Maitland, FL 32751 USA 0400 • www.exp.com �b Project #: 21000928 ex Cart of Auth: 29701 pe PROJECT FOR ADVENT HEALTH - ZEPHYRH I LLS - UROLOGY SUITE RENOVATION C 7 7050 Gall Blvd. Zephyrhills, FL 33541 AAk AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 2 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 1 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021- 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL SUB -PROJECT AREA D -DETAILS, INTERIOR A ELEVATIONS 114" = 1'-0" Aml 16 e 1 2 1 3 4 5 6 Project Status E D 1 1 CL I 1 I I i I I I I I CI I I I I I I I C I I I 1 i I 1 I 1 1 2 3 4 5 6 L__J L ° ------r-------- EQUIPMENT GENERAL NOTES 1. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: EQUIPMENT - SUB -PROJECT AREA E 1O CONTRACTOR TO PROVIDE ADD ALTERNATE PRICING TO REMOVE EXISTING CASEWORK IN THIS AREA ONLY AND REPLACE W/ NEW CASEWORK TO MATCH EXISTING LAYOUT W/ NEW FINISH MATERIALS. CONTRACTOR TO VERIFY EXISTING MILLWORK TYPE AND LAYOUT. O NEW MILLWORK WORKSTATIONS AND DIVIDERS. SEE DETAILS AND INTERIOR ELEVATIONS. i I 1 I_ 1 I i 1 1 I STAFF I WORK 2 A 121 1 ( l 0 i n STORAGE LINEN 103 124 Al ENLARGED PLAN - AREA E - STAFF WORK AREA - EQUIP/FURN 1/4" = V-0" GENERAL DEMOLITION NOTES: 1. LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. 2. REMOVE ALL EXISTING CONSTRUCTION INDICATED BY BOLD DASHED LINES. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. 6. REFER TO A-100 FOR DEMOLITION AND ICRA REQUIREMENTS AND NOTES KEYED NOTES: DEMOLITION - SUB -PROJECT AREA E O CONTRACTOR TO LOCATE 10LB TYPE ABC FIRE EXTINGUISHER WITHIN WORK AREA O EXISTING FINISH FLOORING TO BE REMOVED. PREP FLOOR AS REQUIRED TO RECEIVE NEW FINISH FLOORING. SEE FINISH FLOOR PLAN AND SCHEDULE �3 CONTRACTOR TO PROVIDE ADD ALTERNATE PRICING TO REMOVE EXISTING CASEWORK IN THIS AREA AND REPLACE W/ NEW CASEWORK. CONTRACTOR TO VERIFY EXISTING MILLWORK TYPE AND LAYOUT. SEE NEW WORK AND EQUIP/FURN PLANS. O EXISTING INTERIOR WINDOWS TO REMAIN. CONTRACTOR TO PROTECT WINDOWS FROM DAMAGE FOR DURATION OF CONSTRUCTION. O EXISTING MILLWORK WORKSTATIONS AND DIVIDERS TO BE DEMOLISHED. TYP OF ALL WORKSTATION IN THIS SPACE. SEE DETAILS AND NEW WORK. THE EXISTING WALLS WITHIN THIS SPACE INCLUDE EXISTING APPLIED WALLPAPER. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER. I 1 I 1 SOILED STORAGE LINEN 103 124 FINISH SCHEDULE WALLS CLASS TYPE NOTES FLOORING CLASS TYPE NOTES PNTLO-XX MANU: SHERWIN WILLIAMS CLASS A LVT-01 MANU: AMERICANBILTRITE CLASS I YORKSHIRE CLR: MATCH EXIST. ADJACENT LINE: MIRRA WOOD SALES & FIN: MATCH ADJACENT NATURAL BEECH MARKETING CLR: MNB-002 TAUPE BROWN JIMMY BEEBE PNTLO-01 MANU: SHERWIN WILLIAMS CLASS A - FIELD COLOR CELL: CLR: SW 7016 MINDFUL GRAY SV-01 MANU: PATCRAFT CLASS 1 352-476-3082 FIN: EGGSHELL SIZE: SHEET GOODS W/ 4" INTEGRAL COVE BASE PNTLO-02 MANU: SHERWIN WILLIAMS CLASS A - ACCENT COLOR LINE: HOLISTIC 1422V CLR: SW 7074 SOFTWARE CLR: TBD FIN: EGGSHELL CT-01 MANU: DAL TILE CLASS I LIGHT COLOR PNTLO-05 MANU: SHERWIN WILLIAMS CLASS A - DOOR FRAMES LINE: FABRIQUE CLR: SW 7675 SEALSKIN AND TRIM CLR: P685 BLANC LINEN FIN: EGGSHELL CT-02 MANU: DAL TILE CLASS I DARK COLOR PNTLO-10 MANU: SHERWIN WILLIAMS CLASS A LINE: FABRIQUE CLR: "CEILING WHITE" CLR: P690 GRIS LINEN FIN: SEMIGLOSS CPPT-01 MANU: PATCRAFT CLASS[ CEILING CLASS TYPE NOTES LINE: CONSTRUKT INTRINIC CLR: TBD AM-01 MANU: ARMSTRONG W.I. CLASS A LINE: DUNE SZE: 24" X 24", VWB-1 MANU: JOHSONITE CLASS I 1 SQUARE LAY -IN, 15/16" CLR: 47 BROWN CLR: WHITE FIN: FLAT MISC: SIZE: 4" VINYL COVE BASE AM-02 MANU: ARMSTRONG W.I. CLASS A WALL PROTECTION CLASS TYPE NOTES LINE: CLEAN ROOM VL SWP-1 MANU: INPRO CLASS I SZE: 24" X 24", CLR: SHARKSKIN 0350 (A) SQUARE LAY -IN, 15/16" THK. .06" CLR: WHITE MISC: NON-GASKETED CG-01 MANU: INPRO CLASS I ITEM #: 150 (A) CG-1 MANU: ARMSTRONG W.I. CLASS A CLR: SHARKSKIN 0350 LINE: PRELUDE PLUS, XL SIZE: 48" H, 3" WING EXPOSED TEE SIZE: 15/16" MISC. CLASS TYPE NOTES CLR: WHITE PLAM-1 MANU: WILSONART CLASS B CASEWORK MISC: CLR: 796KK 5TH AVE ELM CABINETS FIN: 12 SOFTGRAIN FINISH NOTE: AEON SCRATCH RESIST. SSF-1 MANU: WILSONART CLASS 1 CASEWORK CLR: MORNING ICE 9204CE (A) COUNTERTOPS SIZE: .75" FINISH: GENERAL NOTES 1. EXISTING FLOORING TO REMAIN IN ALL SPACES, U.N.O. 2. NEW FLOORING MATERIAL TO BE LAID UNDERNEATH CASEWORK, NOT FINISHED TO IT, U.N.O. 3. REPAIR EXISTING FLOORING FINISH AT AREAS WHERE NEW WALLS WERE CUT IN. 4. SEE DETAILS ON SHEET A-401 FOR INSIDE & OUTSIDE CORNER DETAILS FOR FLOORING W/ INTEGRAL WALL BASE. 5. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. ENLARGED PLAN - AREA E - STAFF WORK AREA - FINISHES 1/4" = V-0" GENERAL NEW WORK NOTES: 1. ALL WALLS ARE TYPE U UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. KEYED NOTES: NEW WORK - SUB -PROJECT AREA E O CONSTRUCT NEW PARTITION UP TO EXISTING BULKHEAD @ 9.0" A.F.F. MATCH EXISTING ADJACENT WALL METAL STUD & GYPSUM ASSEMBLY, GYPSUM TO BE FLUSH W/ EXISTING WALL FACE ON BOTH SIDES OF WALL. Q INSTALL DOOR AND FRAME RELOCATED FROM EXAM RM 105. SEE DOOR SCHEDULE FOR MORE INFORMATION. 30 OPEN ® SEE INTERIOR ELEVATIONS, DETAILS, AND EQUIP/FURN PLAN FOR CASEWORK IN THIS AREA. 0 NEW MILLWORK WORKSTATIONS TO REPLACE EXISTING. TYP OF ALL WORKSTATION IN THIS SPACE. SEE DETAILS, INTERIOR ELEVATIONS, AND EQUIP/FURN PLAN. © THE EXISTING WALLS WITHIN THIS SPACE INCLUDE EXISTING APPLIED WALLPAPER. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER. O7 APPLY 100% OPAQUE BLACK FILM TO EXISTING INTERIOR WINDOWS. APPLY TO WINDOWS INDICATED IN PLAN ONLY. VIEW TO BE 100% OBSCURED FROM BOTH SIDES OF WINDOW. KEYED NOTES: FINISHES - SUB -PROJECT AREA E 1OADDITIONAL DRYWALL WORK REQUIRED WITHIN THIS SUB -PROJECT AREA PRIOR TO ROOM FINISH. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER, A WALL RATINGS: 1 HOUR FIRE --S—$S-10-S— 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE —**S---$*S---#+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 RCP SYMBOL LEGEND ACOUSTICAL TILE CEILING (24X24) ACOUSTICAL TILE CEILING (24X48) GYPSUM CEILING - PAINTED FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE 0 INCANDESCENT LIGHT FIXTURE SMOKE DETECTOR ❑ SPEAKER ® EXIT LIGHT HVAC SUPPLY DIFFUSER Fz HVAC RETURN DIFFUSER CEILING ACCESS PANEL FIRE SPRINKLER (GRAY = EXISTING} 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 DIFFUESERS, 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 - SUB -PROJECT AREA E 1� NO CEILING WORK IN THIS SPACE. EXISTING CEILING TO REMAIN. EXISTING CEILING: MINIMAL TO BE REMOVED AS REQUIRED FOR 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 SOFFIT AND GYPSUM CEILING ABOVE CASEWORK TO REMAIN. E4 CONSTRUCT NEW PARTITION UP TO EXISTING BULKHEAD @ 9.0" A.F.F. MODIFY EXISTING BULKHEAD TO MERGE WITH NEW PARTITION. LEIAPPLY 100% OPAQUE BLACK FILM TO EXISTING INTERIOR WINDOWS. APPLY TO WINDOWS INDICATED IN PLAN ONLY. VIEW TO BE 100% OBSCURED FROM BOTH SIDES OF WINDOW. �6 EXISTING CEILING GRID TO REMAIN. INSTALL NEW CEILING TILES. SEE FINISH SCHEDULE FOR MORE INFORMATION. E FRI 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: +1.40T660.1655 2601 Westhall Lane Maitland, FL 32751 USA fib www.exp.com 0� 0, Project #: 21000928 ex Cert of Auth: 29701 PROJECT FOR ADVENT HEALTH ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: 231100046-126 3 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042-20.164.01 ORIGINAL ISSUE MAR.17, 2021 - 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 N/A ELECTRICAL ENGINEER WA INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL SUB -PROJECT AREA o E -PLANS A As indicated ENLARGED PLAN - AREA E - STAFF WORK AREA - DEMOLITION 1/4" = 1'-0" 2 ENLARGED PLAN - AREA E - STAFF WORK AREA - NEW WORK 1/4" = V-0" 3 4 ENLARGED CEILING PLAN - AREA E - STAFF WORK AREA - NEW WORK 1/4" = 1'4" 5 6 PROJECT NORTH Awl 20 Project Status C B A 1 ' Z 3 4 5 � 6 - 1 I I V-3" EQ V-3" EQ 1'-3" EQ V-3" EQ ELEV-INT-STAFF WORK 122-NORTH 1/4" = V-0" EXISTING SOFFIT TO REMAIN EXISTING INTERIOR WINDOWS EXISTING MILLWORK WORKSTATIONS TO BE REMOVED AND REPLACED.SEE DETAILS. NEW WALL BASE CONTRACTOR TO PROVIDE A ADD ALTERNATE PRICING TO REMOVE EXISTING CASEWORK AND REPLACE W/ NEW. SEE AREA E EQUIP/ FURN PLAN. NEW WALL BASE A e EXISTING INTERIOR WINDOWS 2 c c O C c NEW WALL BASE A ELEV-INT-STAFF WORK 122-EAST 1/4" = V-0" EXISTING SOFFIT TO REMAIN )LID CORE - )RMALDEHYDE-FREE _YWOOD SUBSTRATE iELF SUPPORTS: HAFELE 255 SERIES PILASTER STANDARDS, MODEL 255 ZC, 30" LENGTH, ZINC FINISH. RECESSED INTO DIVIDER TO BE FLUSH WITH FACE OF PLASTIC LAMINATE. PROVIDE HAFELE 256 SERIES PILASTER SUPPORTS 3OVIDE PLASTIC LAMINATE JRFACE ON BOTH SIDES OF VIDER PANEL PLAM-01 FACE NAILING WILL NOT BE ACCEPTED METHOD OF ATTACHMENT SOLID SURFACE EDGE. SSF-1 DETAIL - SECTION - WORKSTATION - DIVIDER 3" = V-0" I ( I i i 1 I I I I I I I EQ 1'4" EQ V-3" EQ 1'-3" EQ ELEV-INT-STAFF WORK 122-SOUTH 1/4" = 1 '-0" CONTRACTOR TO PROVIDE A ADD ALTERNATE PRICING TO REMOVE EXISTING CASEWORK AND REPLACE W/ NEW. SEE AREA E EQUIP/ FURN PLAN. NEW WALL BASE EXISTING MILLWORK WORKSTATIONS TO BE REMOVED AND REPLACED.SEE DETAILS. NEW WALL BASE EXISTING INTERIOR WINDOWS NEW WALL BASE WORK; DIVIDEI PROVIDE PLASTIC L SURFACE ON BOTH OF DIVIDER PANEL • PLAM-01 PROVIDE 1" SOLID S EDGE ALONG ENTIF OF PANEL. SEE C5 TACKABLE WALL ATTACHED _1 S 4" REINFORCED TE BOTH SIDES O SHELVING TO BE SUPPORTED BY SHELF -SUPPORT PILASTERS WITHIN DIVIDER PANELS, SEE SECTION DETAIL. BUILT-IN SSF COUNTERTOP TO BE SUPPORTED BY DIVIDER PANELS AND BLOCKING WITHIN WALL NOTE: COUNTERTOPS & SHELVING LOCATED ON BOTH SIDES OF DIVIDER PANEL. OPPOSITE SIDE OF COUNTERTOPS NOT SHOWN FOR DRAWING CLARITY TE: CONTRACTOR TO FIELD VERIFY NSTRUCTION AND WALL ATTACHMENT EXISTING MILLWORK PRIOR TO OOLITION. DFTAIL - AREA F - STAFF wnRK AREA - WnRKRTATnN - NFW WORK 3/4" = V-0" EXISTING INTERIOR WINDOWS NEW WALL BASE A ELEV-INT-STAFF WORK 122-WEST 1/4" = V-0" EXISTING INTERIOR WINDOWS CONTRACTOR TO PROVIDE ADD ALTERNATE PRICING TO REMOVE EXISTING CASEWORK AND REPLACE W/ NEW. SEE AREA E EQUIP/ FURN PLAN. NEW WALL BASE E 0 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 tip • www.exp.com Project #: 21000928 exp. Cert of Auth: 29701 PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 " AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 3 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1- MARK DATE DESCRIPTION PROJECT NUMBER 042.20-164.01 ORIGINAL ISSUE MAR.17, 2021 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER NIA MECHANICAL ENGINEER N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL SUB -PROJECT AREA E -DETAILS, INTERIOR A ELEVATIONS SCALEI As indicated ELEV-INT-STAFF WORK 121-NORTH 1/4" = V-0" ELEV-INT-STAFF WORK 121-EAST 1/4" = 1'-0" ELEV-INT-STAFF WORK 121-SOUTH 1/4" = V-0" ELEV-INT-STAFF WORK 121-WEST 1/4" = 1 '-0" A=121 1 2 3 4 5 6 Project Status 1 2 3 4 5 6 E U f B Il ENLARGED CEILING PLAN - AREA F - NEW OFFICES - NEW WORK 1/4" = V-0" f OFFICE,.- / P A ti E URI . TLT TLT / 127A 1 126 a r i ♦ / ` JJ { ♦ v / r � 10 51, I T ♦ 0 / 1 / PEDS 1 ♦ / GYM L I 127 1 A 0 i ♦ :: 1 ♦ �P 1 12 13 f 1 E5 1 .: 6, 0„ CLEAR A-401 1 1 OBSERV. ,I -- B5 1 t 1 I G-010 4 ---�_——_�--�. 4 1 zQ 5 - 1 10 ( 10 Z I— Y cn 1 I FE i QUIET E 1 1 O � l ROOM _ 1 s j / ` 1 3 S S 1 7 \\ G t PL 44IARTIAL PROJECT LIMIT LINE '{ ! 61 _ TT L so Ow aw Al ENLARGED PLAN - AREA F - NEW OFFICES - DEMOLITION 1/4 1-011 A a 0 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 DIFFUESERS, 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 - SUB -PROJECT AREA F 1� NO CEILING WORK IN THIS SPACE. EXISTING CEILING TO REMAIN. EXISTING CEILING: - MINIMAL TO BE REMOVED AS REQUIRED FOR 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. F INSTALL NEW CEILING GRID AND TILE. SEE FINISH SCHEDULE FOR MORE INFORMATION. 44 EXISTING CEILING GRID TO REMAIN. NEW PARTITIONS TO BE BUILT UP TO UNDERSIDE OF EXISTING CEILING. SEE DETAIL. EXISTING CEILING MOUNTED CURTAIN GRID TO REMAIN. REMOVE EXISTING CURTAINS. COORDINATE NEW PARTITION CONSTRUCTION WITH CURTAIN GRID. EXISTING CEILING TRACK LIGHT AT THIS LOCATION TO BE REMOVED. aOPEN OPEN aEXISTING CEILING GRID TO REMAIN. INSTALL NEW CEILING TILES. SEE FINISH SCHEDULE FOR MORE INFORMATION. GENERAL DEMOLITION NOTES: 1. LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. 2. REMOVE ALL EXISTING CONSTRUCTION INDICATED BY BOLD DASHED LINES. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. 6. REFER TO A-100 FOR DEMOLITION AND ICRA REQUIREMENTS AND NOTES KEYED NOTES: DEMOLITION - SUB -PROJECT AREA F 1� THIS SPACE IS TO REMAIN ACTIVE FOR THE DURATION OF THE CONSTRUCTION WORK. CONTRACTOR TO KEEP SPACE FREE OF DEBRIS AND OBSTRUCTIONS. O2 CONTRACTOR TO LOCATE 10LB TYPE ABC FIRE EXTINGUISHER WITHIN WORK AREA PROVIDE TACKY MATS / WALK -OFF MATS AT ENTRY TO CONSTRUCTION AREA. O LOCATE HEPA FILTER NEGATIVE AIR MACHINES) TO NEGATIVELY PRESSURIZE CONSTRUCTION AREA. OCONTRACTOR TO INSTALL TEMPORARY EXIT SIGN WHICH INDICATES THE PATH OF EGRESS TO AN EXIT ACCESS CORRIDOR FOR THE DURATION OF THE CONSTRUCTION PERIOD. �6 LOCATION AND CONTRUCTION OF TEMPORARY ICRA BARRIER SHALL NOT IMPEDE OPERATION OR CLOSURE OF EXISTING CROSS -CORRIDOR DOOR. EXISTING DOOR AND FRAME TO BE REMOVED AND SALVAGED FOR REUSE. DOOR OPENING TO BE INFILLED. PROTECT DOOR AND FRAME FOR REINSTALLATION. O EXISTING DOOR AND FRAME TO BE REMOVED AND SALVAGED FOR REUSE. SEE SUB -PROJECT AREA G FOR DOOR REMOVAL AND INFILL WORK. O9 EXISTING FLOOR STAGE AND WALL MIRROR. MIRROR EXTENDS ENTIRE LENGTH OF WALL FLOOR TO CEILING. DEMOLISH & REMOVE STAGE AND MIRROR. PATCH & REPAIR GYPSUM WALLS. 10 DEMOLISH & REMOVE EXISTING CASEWORK. 11 DEMOLISH EXISTING INTERIOR WINDOW AND WALL. 12 THE EXISTING WALLS WITHIN THIS SPACE INCLUDE EXISTING APPLIED WALLPAPER. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER. 13 THE EXISTING WALLS WITHIN THIS SPACE INCLUDE AN EXISTING WOOD & FABRIC WAINSCOT. REMOVE EXISTING WAINSCOT PRIOR TO WALLPAPER REPAIR WORK. /1\ Li� RCP SYMBOL LEGEND ACOUSTICAL TILE CEILING (24X24) ACOUSTICAL TILE CEILING (24X48) GYPSUM CEILING - PAINTED FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE m INCANDESCENT LIGHT FIXTURE SMOKE DETECTOR 0 SPEAKER ® EXIT LIGHT HVAC SUPPLY DIFFUSER HVAC RETURN DIFFUSER CEILING ACCESS PANEL FIRE SPRINKLER (GRAY = EXISTING) VITALS e 102 ;; ♦ / n� ♦ ♦ e. ♦� 2 E5 ♦ ! - _ � v � coA-126 0 ♦ OFFICE ♦ D2 1 129 D5 ' A-401 ♦ U) s g 8 129A Lm 1 1= 1 1 AD5 � 1 1 OFFICE I�=� 130 L 1 1 E6 D4 A-401 1 1 wm ,`.a ! A-126 p ,7- s] IMAM 77 U , PARTIAL PROJECT LIMIT LINE 1 I 1� El 1 r w A-126 w 1 G� I E3 1 OFFICE 127 - I „1 5 1 -- 1 F �2 OFFICE 2-- 128 C3 ! �Y m A-126 m 1 f5;.�.v....,. 4.� l 3 1 i i 1 a+�li►®9i�i� 1 WALL RATINGS: 1 HOUR FIRE ---S—*S—♦S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -+*-S—.$*S--$* S- 2 HOUR FIRE/ SMOKE BARRIER - * T—♦T TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER S ` "GRAY' = EXISTING RATING TO REMAIN PARTITIONS: EXISTING/REMAINING NEW WORK C _ _ 7 DEMOLISHED GENERAL NEW WORK NOTES: 1. ALL WALLS ARE TYPE U UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET, SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. KEYED NOTES: NEW WORK - SUB -PROJECT AREA F Q PATCH AND REPAIR WALL WHERE TEMPORARY PARTITION IS DEMOLISHED. PAINT TO MATCH EXISTING. PAINT WALL TO NEAREST CORNER OR DOORFRAME. 20 PATCH AND REPAIR WALL WHERE EXISTING ELEMENTS ARE DEMOLISHED WITH METAL STUD & GYPSUM CONSTRUCTION TO MATCH EXISTING WALL ASSEMBLY. ® DOOR OPENING WHERE EXISTING DOOR AND FRAME HAVE BEEN REMOVED TO BE INFILLED. INFILL W/ METAL STUD & GYPSUM CONSTRUCTION TO MATCH EXISTING WALL ASSEMBLY. GYPSUM TO BE FLUSH W/ EXISTING WALL FACE ON BOTH SIDES OF WALL. ® DOOR OPENING WHERE EXISTING DOOR AND FRAME HAVE BEEN REMOVED TO BE INFILLED. SEE SUB -PROJECT AREA G FOR DOOR INFILL WORK. 50 APPLY 100% OPAQUE BLACK FILM TO EXISTING INTERIOR WINDOWS. VIEW TO BE 100% OBSCURED FROM BOTH SIDES OF WINDOW. © INSTALL RATED DOOR & FRAME RELOCATED FROM QUIET RM 128. SEE DOOR SCHEDULE FOR MORE INFORMATION. Q7 ALIGN FACE OF NEW PARTITION W/ EDGE OF EXISTING WINDOW JAMB. ® NEW PARTITION TO BE CONSTRUCTED FROM FLOOR TO UNDERSIDE OF EXISTING CEILING. SEE DETAIL. 9� THE EXISTING WALLS WITHIN THIS SUB -PROJECT AREA INCLUDE EXISTING APPLIED WALLPAPER. SEE DETAILS ON SHEET A-4 1 FOR WORK RELATED S S 0 0 O TO EXISTING WALLPAPER 3 THIS SHEET ISSUED E I C B A 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 0-4 www.exp.com •� �j Project #: 21000928 Cart of Auth: 29701 exp. PROJECT FOR ADVENT HEALTH ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 3 APRIL 14, 2021 AS[ No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042-20.164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL SUB -PROJECT AREA F -PLANS As indicated ENLARGED PLAN - AREA F - NEW OFFICES - NEW WORK IN ITS ENTIRETY PROJECT A4 1/4" =1--0" NORTH Aml 25 `r 1 2 3 4 5 6 Project Status 1 2 3 4 5 6 WALL RATINGS: l l 1 HOUR FIRE EXISTING INTERIOR �-S—*— -S♦S- 1 HOUR FIRE/ SMOKE BARRIER WINDOW 2 HOUR FIRE OFFICE OFFICE OFFICE -$*S $$ S— �4-S- 2 HOUR FIRE/ SMOKE BARRIER OFFICE FURNITURE: FURNITURE: FURNITURE: FURNITURE: OFFICE — ♦T~T TEMPORARY 1 HOUR FIRE ljal � - � OFOI OFOI OFOI E OFOI �� FURNITURE: S C S SMOKE BARRIER E OFOI S- GRAY" EXISTING RATING Ik TO REMAIN E or I I l PARTITIONS: chapuis design group �_ ,or.�_ _ . gwv,. �Esa u . 1. 1.- arc i e c u r e . a t t p NEW COVE NEW COVE NEW COVE NEW COVE NEW COVE , . ;. �. j 510 VONDERBURG DR. SUITE 216 WALL BASE WALL BASE WALL BASE WALL BASE WALL BASES - r EXISTING/REMAINING BRANDON, FL 33511 NEW WORK Tel. 813-667-2340 ELEV-INT-OFFICE 127-NORTH ELEV-INT-OFFICE 127-EAST ELEV-INT-OFFICE 127-SOUTH ELEV-INT-OFFICE 127-WEST EL129-NORTH CGDPA - FL # AA-26003049 El 1/4" = V-0" E2 1/4" = V-0" E3 1/4" = V-0" E4 1/4" = 1'-0" E5 1/4" ��-INT-OFF.ICE C — — DEMOLISHED exp U.S. Services Inc. _.. t: +1.407.660.0088 f: +1.407.660.1655 esthall Lane Maitland, FL 32751 j USA , -- www.exp.com •� 'O Project #: 21000928 ex Cert of Auth: 29701 I EXISTING INTERIOR � WINDOW OFFICE OFFICE OFFICE OFFICE FURNITURE: ' FURNITURE: OFFICE � � , ,' FURNITURE: FURNITURE: I_ � -1 OFOI FURNITURE: � OFOI OFOI OFOI OFOI F -17L L- i L. ; � t I NEW COVE NEW COVE NEW COVE NEW COVE NEW COVE D WALL BASE WALL BASE WALL BASE WALL BASE WALL BASE D ELEV-INT-OFFICE 129-EAST D2 ELEV-INT-OFFICE 129-SOUTH D3 ELEV, INT-OFFICE 129-WEST D4 ELEV-INT-OFFICE 130-N0RTH D5 ELEV-INT-OFFICE 130-EAST 1/4" = V-0" 1 /4" = 1' 0" 1 /4 = 1 -0 PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS FINISH SCHEDULE WALLS CLASS TYPE NOTES FLOORING CLASS TYPE NOTES EXISTING PNTLO-XX MANCLR: MATCH EXIST. ADJACENT CLASS A LVT 01 LINE: M RRA WOODAMER ICANBI TRITE CLASS I SORES &IRE UROLOGY SUITE OFFICE INTERIOR FINzi�: MATCH ADJACENT NATURAL BEECH MARKETING FURNITURE: OFOI OFFICE OFFICE WINDOW CLR: MNB-002 TAUPE BROWN JIMMY BEEBE RENOVATION 0--A PNTLO-01 MANU: SHERWIN WILLIAMS CLASS A FIELD COLOR CELL: FOI FURNITURE: FURNITURE: OFOI OCLR: SW 7016 MINDFUL GRAY SV-01 MANU: PATCRAFT CLASS I 352-476-3082 FIN: EGGSHELL SIZE: SHEET GOODS W/ 4" INTEGRAL COVE BASE {' PNTLO-02 MANU: SHERWIN WILLIAMS CLASS A -ACCENT COLOR LINE: HOLISTIC 1422V CLR: SW 7074 FIN: E GSHEL�FTWARE CLR: TBD 7050 Gall Blvd. CT-01 MANU: DAL TILE CLASS I LIGHT COLOR PNTLO-05 MANU: SHERWIN WILLIAMS CLASS A - DOOR FRAMES LINE: FABRIQUE Zephyrhills, FL 33541 NEW COVE NEW COVE NEW COVE CLR: SW 7675 SEALSKIN AND TRIM CLR: P685 BLANC LINEN WALL BASE WALL BASE WALL BASE FIN: EGGSHELL CT-02 MANU: DAL TILE CLASS I DARK COLOR PNTLO-10 MANU: SHERWIN WILLIAMS CLASS A LINE: FABRIQUE ELEV-INT-OFFICE 130-SOUTH C2 ELEV-INT-OFFICE 130-WEST C3 ELEV-INT-OFFICE 128-NORTH CLR: "CEILING WHITE" CLR: P690 GRIS LINEN FIN: SEMIGLOSS 1/4" = V-0" 1/4" = 1'-0" 1/4" = V-0" CPPT-01 MANU: PATCRAFT CLASS I CEILING CLASS TYPE NOTES LINE: CONSTRUKT INTRINIC C AM-01 MANU: ARMSTRONG W.I. CLASS A CLR: TBD LINE: DUNE SZE: 24" X 24", VWB-1 MANU: JOHSONITE CLASS I Zi� Advent Health SQUARE LAY -IN, 15/16" CLR: 47 BROWN CLR: WHITE FIN: FLAT MISC: SIZE: 4" VINYL COVE BASE AHCA CLIENT CODE / FILE NUMBER: 231100046-126 EXISTING INTERIOR AM-02 MANU: ARMSTRONG W.I. CLASS A WALL PROTECTION CLASS TYPE NOTES OFFICE WINDOW LINE: CLEAN ROOM VL SWP-1 MANU: INPRO CLASS I SZE: 24" X 24", CLR: SHARKSKIN 0350 (A) OFFICE FURNITURE: FURNITURE: OFOI OFFICE SQUARE LAY -IN, 15/16" THK. 06" CLR: WHITE OFOI 6F: - FURNITURE: MISC: NON-GASKETED CG-01 MANU: INPRO CLASS I �, 1 i �r OFOI ITEM #: 150 (A) CG-1 MANU: ARMSTRONG W.I. CLASS A CLR: SHARKSKIN 0350 LINE: PRELUDE PLUS, XL SIZE: 48" H, 3" WING EXPOSED TEE SIZE: 15/16 MISC. CLASS TYPE NOTES CLR: WHITE PLAM-1 MANU: WILSONART CLASS B CASEWORK - NEW COVE NEW COVE NEW COVE MISC: CLR: 796KK 5TH AVE ELM CABINETS WALL BASE WALL BASE WALL BASE FIN: 12 SOFTGRAIN FINISH NOTE: AEON SCRATCH RESIST. ELEV-INT-OFFICE 128-EAST B2 ELEV-INT-OFFICE 128-SOUTH B3 ELEV-INT-OFFICE 128-WEST SSF-1 MANU: WILSONART CLASS CASEWORK CLR: MORNING ICE 9204CE (A) COUNTERTOPS 3 APRIL 14, 2021 ASI No. 1 -AHCA &OWNER REVISIONS 1/4" = V-0" 1/4" = 1'-0" 1/4" = 1'-0" SIZE: .75" 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1- MARK DATE DESCRIPTION / VITAL VITALS 1 _ PROJECT NUMBER 042- - .01 EQUIPMENT GENERAL NOTES / 102 { FINISH: GENERAL NOTES ORIGINAL ISSUE MAR. 17,2021- s ` 1. EXISTING FLOORING TO REMAIN IN ALL SPACES, PROJECT MANAGER TEC U.N.O. / I I TLT TLT 1. SPACES SHOWN IN PLAN WITH A GRAY HATCH / I TLT , 'TLT 2. NEW FLOORING MATERIAL TO BE LAID PROJECT DESIGNER TEC / 102A 126 ARE OUTSIDE OF THE SUB -PROJECT AREA / 102A 126 UNDERNEATH CASEWORK, NOT FINISHED TO IT, PROJECT ARCHITECT THOMAS E. CHAPUIS-AR97109 %/ ` I INCLUDED ON THIS SHEET. SEE RESPECTIVE , ' ® I U.N.O. B LANDSCAPE ARCHITECT N/A SHEETS FOR WORK IN OTHER SUB -PROJECT �. 3. REPAIR EXISTING FLOORING FINISH AT AREAS S ._L�_I �► _ — s I .� �. �. — WHERE NEW WALLS WERE CUT IN. AREAS. / __ ..., CIVIL ENGINEER N/A 4. SEE DETAILS ON SHEET A-401 FOR INSIDE & �� ,i - / _ _ I OUTSIDE CORNER DETAILS FOR FLOORING W/ STRUCTURAL ENGINEER N/A %/ I j %/: INTEGRAL WALL BASE. MECHANICAL ENGINEER N/A I —I ' 5. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE AM] I KEYED NOTES: EQUIPMENT -4 OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ELECTRICAL ENGINEER N/A 1 CHAIRS: OFOI , y F ON THIS SHEET. SEE RESPECTIVE SHEETS FOR c �;, C)i INTERIOR DESIGNER TEC ` 1 U I SUB -PROJECT AREA F qi I WORK IN OTHER SUB -PROJECT AREAS. CHAIRS. OFFICE I `tom OFFICE OI r EQUIPMENT PLANNER N/A r ` OFOI FURNITURE:_ FURNITURE: 1 CONTRACTOR TO FIELD VERIFY TYPE AND , - -! o LVT-1 Z DRAWN BY SDL ` OFOI OFOI ' O QUANTITY OF EXISTING ELECTRICAL POWER & ` q KEYED NOTES: FINISHES - OFFICE n OFFICE DATA RECEPTACLES. COOOD►NATE W/ OWNER ON , O I T p %1 129 1 1 127 FINAL LOCATION OF COMPUTERS, PHONE, AND 12 Z a 1 SUB -PROJECT AREA F PRINTER PRINTER IN RELATION TO EXISTING POWER & DATA OT LVT-1 a I PRINTER I ' RECEPTACLES. %�� f 1 SCHLUTER FLOORING TRANSITION. WHEN THE r-�F� ' f ' I I TRANSITION IS AT A DOOR, THE TRANSITION IS TO I ' PNTLO-01. T 1O - BE CENTERED UNDER DOOR LEAF. - _ _ _ - - - I ' - _- _ _ _ f 2 ADDITIONAL DRYWALL WORK REQUIRED WITHIN ` -� - - - - - - - PNTLO-01 O THIS SUB -PROJECT AREA PRIOR TO ROOM �j CHAIRS: OFOI I I ' FINISH. SEE DETAILS ON SHEET A-401 FOR WORK I Ir RELATED TO EXISTING WALLPAPER. CHAIRS: 1 n LVT-1 ' ' OFOI i ' I OFFICE I�r OFFICE I IOFFICE 130 - I 128 ; 3 E6 1 i 2 OFFICE I LVT-1 _JFURNITURE: OFFICE A-401 OFOI 3Z THIS SHEET ISSUED FURNITURE: PRINTER OFOI TSUB-PROJECT UB-PR JE T AREA iL IN ITS ENTIRETY PLANS INTERIORO-01 FELEVATIONS PRINTERPNTO02 PARTIAL PROJECT LIMIT LINE PARTIAL PROJECT LIMIT LINE m or �J L_____� L_________� SCALE 1l4" = 1'-0" E¢ PROJECT ? - ENLARGED PLAN - AREA F - NEW OFFICES - EQUIP/FURN ENLARGED PLAN - AREA F - NEW OFFICES - FINISHES NORTH Awl 26 N Al 1 /4" = 1'-0" 4 1 f4" = 1'-0" '� `� 1 2 3 4 5 6 r-rOject oiaws 1 2 3 4 5 6 IC C B EQUIPMENT GENERAL NOTES 1. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: EQUIPMENT - SUB -PROJECT AREA G 1O EXISTING PLUMBING FIXTURES, TOILET ACCESSORIES, MIRROR TO BE REINSTALLED AT SAME LOCATION. O RELOCATE EXISTING LIGHT SWITCH TO NEW WALL INFILL. 3O PROVIDE BLOCKING WITHIN EXISTING WALL FOR NEW EQUIPMENT AND CASEWORK. O NEW SINK FIXTURE. INSTALL 17"x19" STAINLESS STEEL DROP -IN SINK. INSTALL GOOSENECK FAUCET W/ WRISTBLADE HANDLES 5O WALL MOUNTED EQUIPMENT. COORDINATE FINAL MOUNTING HEIGHT AND LOCATION WITH OWNER. 6O NEW PATIENT STRETCHER AND HEADWALL. SEE ELEVATIONS. ENLARGED PLAN - AREA G - VITALS ROOM - EQUIP/FURN 0 1/4" = V-0" A STORAGE I 103 1 CLEAN LINEN 125 OFFICE L 102 L i i J A# 5 ' E5 A-401 GENERAL DEMOLITION NOTES: 1. LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. 2. REMOVE ALL EXISTING CONSTRUCTION INDICATED BY BOLD DASHED LINES. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4, SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. 6. REFER TO A-100 FOR DEMOLITION AND ICRA REQUIREMENTS AND NOTES KEYED NOTES: DEMOLITION - SUB -PROJECT AREA G iO EXISTING DOOR AND FRAME TO BE REMOVED AND SALVAGED FOR REUSE. PROTECT DOOR AND FRAME FOR REINSTALLATION. RELOCATE DOOR AND FRAME TO ADJACENT WALL. EXISTING DOOR OPENING TO BE INFILLED. SEE NEW WORK PLAN. EXISTING FINISH FLOORING TO BE REMOVED IN THIS SPACE. PREP FLOOR SLAB TO RECEIVE NEW FINISH FLOORING. 3� EXISTING FLOOR TILE AND WALL TILE WITHIN TOILET ROOM TO BE DEMOLISHED AND REMOVED. EXISTING PLUMBING FIXTURES, TOILET ACCESSORIES, MIRROR TO REMAIN. REMOVE AS NECESSARY FOR TILE WORK. REINSTALL IN SAME LOCATION. THE EXISTING WALLS WITHIN THIS SPACE INCLUDE EXISTING APPLIED WALLPAPER. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER. FINISH SCHEDULE WALLS CLASS TYPE NOTES FLOORING CLASS TYPE NOTES PNTLO-XX MANU: SHERWIN WILLIAMS CLASS A LVT-01 MANU: AMERICANBILTRITE CLASS I YORKSHIRE CLR: MATCH EXIST. ADJACENT LINE: MiRRA WOOD SALES & FIN: MATCH ADJACENT NATURAL BEECH MARKETING CLR: MNB-002 TAUPE BROWN JIMMY BEEBE PNTLO-01 MANU: SHERWIN WILLIAMS CLASS A - FIELD COLOR CELL: CLR: SW 7016 MINDFUL GRAY SV-01 MANU: PATCRAFT CLASS I 352-476-3082 FIN: EGGSHELL SIZE: SHEET GOODS W/ 4" INTEGRAL COVE BASE PNTLO-02 MANU: SHERWIN WILLIAMS CLASS A - ACCENT COLOR LINE: HOLISTIC 1422V CLR: SW 7074 SOFTWARE CLR: TBD FIN: EGGSHELL CT-01 MANU: DAL TILE CLASS I LIGHT COLOR PNTLO-05 MANU: SHERWIN WILLIAMS CLASS A - DOOR FRAMES LINE: FABRIQUE CLR: SW 7675 SEALSKIN AND TRIM CLR: P685 BLANC LINEN FIN: EGGSHELL CT-02 MANU: DAL TILE CLASS[ DARK COLOR PNTLO-10 MANU: SHERWIN WILLIAMS CLASS A LINE: FABRIQUE CLR: "CEILING WHITE" CLR: P690 GRIS LINEN FIN: SEMIGLOSS GPPT-01 MANU: PATCRAFT CLASS I CEILING CLASS TYPE NOTES LINE: CONSTRUKT INTRINIC CLR: TBD AM-01 MANU: ARMSTRONG W.I. CLASS A LINE: DUNE SZE: 24" X 24", VWB-1 MANU: JOHSONITE CLASS I 1 SQUARE LAY -IN, 15/16" CLR: 47 BROWN CLR: WHITE FIN: FLAT MISC: SIZE: 4" VINYL COVE BASE AM-02 MANU: ARMSTRONG W.I. CLASS A WALL PROTECTION CLASS TYPE NOTES LINE: CLEAN ROOM VL SWP-1 MANU: INPRO CLASS I SZE: 24" X 24", CLR: SHARKSKIN 0350 (A) SQUARE LAY -IN, 15/16" THK. .06" CLR: WHITE MISC: NON-GASKETED CG-01 MANU: INPRO CLASS I ITEM #: 150 (A) CG-1 MANU: ARMSTRONG W.I. CLASS A CLR: SHARKSKIN 0350 LINE: PRELUDE PLUS, XL SIZE: 48" H, 3" WING EXPOSED TEE SIZE: 15/16" MISC. CLASS TYPE NOTES CLR: WHITE PLAM-1 MANU: WILSONART CLASS B CASEWORK MISC: CLR: 796KK 5TH AVE ELM CABINETS FIN: 12 SOFTGRAIN FINISH NOTE: AEON SCRATCH RESIST. SSF-1 MANU: WILSONART CLASS 1 CASEWORK CLR: MORNING ICE 9204CE (A) COUNTERTOPS SIZE: .75" ENLARGED PLAN - AREA G - VITALS ROOM - FINISHES 1 /4" = V-0" OFFICE 129 E6 1 CLEAN TLT 102A FINISH: GENERAL NOTES 1. EXISTING FLOORING TO REMAIN IN ALL SPACES, U.N.O. 2. NEW FLOORING MATERIAL TO BE LAID UNDERNEATH CASEWORK, NOT FINISHED TO IT, U.N.O. 3. REPAIR EXISTING FLOORING FINISH AT AREAS WHERE NEW WALLS WERE CUT IN. 4. SEE DETAILS ON SHEET A-401 FOR INSIDE & OUTSIDE CORNER DETAILS FOR FLOORING W/ INTEGRAL WALL BASE. 5. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. GENERAL NEW WORK NOTES: 1. ALL WALLS ARE TYPE U UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. KEYED NOTES: NEW WORK - SUB -PROJECT AREA G 10 DOOR OPENING WHERE EXISTING DOOR AND FRAME HAVE BEEN REMOVED TO BE INFILLED. INFILL W/ METAL STUD & GYPSUM CONSTRUCTION TO MATCH EXISTING WALL ASSEMBLY. GYPSUM TO BE FLUSH W/ EXISTING WALL FACE ON BOTH SIDES OF WALL. (2) INSTALL DOOR AND FRAME RELOCATED FROM TOILET ROOM ADJACENT WALL. REINSTALL HARDWARE FROM SAME EXISTING DOOR & FRAME SEE DOOR SCHEDULE FOR MORE INFORMATION. 0 NEW PATIENT STRETCHER AND HEADWALL. SEE EQUIPMENT PLANS AND INTERIOR ELEVATIONS. EXISTING PLUMBING FIXTURES AND TOILET ROOM ® ACCESSORIES TO BE REINSTALLED IN SAME LOCATION AFTER NEW TILE WORK. THE EXISTING WALLS WITHIN THIS ROOM INCLUDE 5� EXISTING APPLIED WALLPAPER. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER KEYED NOTES: FINISHES - SUB -PROJECT AREA G 1OSCHLUTER FLOORING TRANSITION. WHEN THE TRANSITION IS AT A DOOR, THE TRANSITION IS TO BE CENTERED UNDER DOOR LEAF. OADDITIONAL DRYWALL WORK REQUIRED WITHIN THIS SUB -PROJECT AREA PRIOR TO ROOM FINISH. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER. A2 WALL RATINGS: 1 HOUR FIRE —*S—♦S—*S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -�♦SAS--��-S- 2 HOUR FIRE/ SMOKE BARRIER --T--♦-T TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER - C-�-6-- "GRAY" = EXISTING RATING TO REMAIN PARTITIONS: EXISTING/REMAINING NEW WORK C _ _ 7 DEMOLISHED RCP SYMBOL LEGEND ACOUSTICAL TILE CEILING (24X24) ACOUSTICAL TILE CEILING (24X48) GYPSUM CEILING - PAINTED FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE SMOKE DETECTOR SPEAKER ® EXIT LIGHT HVAC SUPPLY DIFFUSER HVAC RETURN DIFFUSER mCEILING ACCESS PANEL FIRE SPRINKLER (GRAY = EXISTING) 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 DIFFUESERS, 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 - SUB -PROJECT AREA G it NO CEILING WORK IN THIS SPACE. EXISTING CEILING TO REMAIN. aEXISTING CEILING: - MINIMAL TO BE REMOVED AS REQUIRED FOR 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. L3 NEW WALL -MOUNTED TV. SEE ELEVATION. OPEN DOPEN �6 EXISTING CEILING GRID TO REMAIN. INSTALL NEW CEILING TILES. SEE FINISH SCHEDULE FOR MORE INFORMATION. 3 THIS SHEET ISSUED IN ITS ENTIRETY 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 f� www.exp.com •� �j • Project #: 21000928 ex Cert of Auth: 29701 • 19 B A PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 3 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042-20.164.01 ORIGINAL ISSUE MAR.17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER NIA DRAWN BY SDL SUB -PROJECT AREA G -PLANS As indicated ENLARGED PLAN - AREA G - VITALS ROOM - DEMOLITION ENLARGED PLAN - AREA G - VITALS ROOM - NEW WORK ENLARGED CEILING PLAN - AREA G - VITALS ROOM - NEW WORK PROJECT Al 1 /4" = 1'-0" A3 1 /4" = 1'-0" A5 1 /4" = 1'-0" NORTH Aml 30 A 1 2 3 4 5 6 Project Status 1 2 3 4 5 6 E n B A CT-02 REINSTALL EXISTING TOILET ACCESSORIES AT SAME LOCATION 4" TILE WALL BASE, CT-02 ELEV-INT-VITALS TLT-EAST 1 /4" = V-0" Al SHEET WALL PROTECTION Al NEW WALL BASE FIELD VERIFY QUANTITY AND LOCATION OF EXISTING ELECTRICAL RECEPTACLES. MINIMUM i DUPLEX PER WALL REQUIRED. CT-01 REINSTALL EXISTING TOILET ACCESSORIES AT SAME LOCATION 4" TILE WALL BASE, CT-02 ELEV-INT-VITALS TLT-SOUTH 1 /4" = V-0" INSTALL NEW ELEC. OUTLET DUPLEX, EMERGENCY POWER INSTALL NEW ELEC, OUTLET DUPLEX, NORMAL POWER SHEET WALL PROTECTION PATIENT EXAM TABLE 1 NEW WALL BAS_ Al rl 11111 11 Jill CT-01 4" TILE WALL BASE, CT-02 ELEV-INT-VITALS TLT-WEST 1 /4" = V-0" Al SH "ION CT-01 REINSTALL EXISTING TOILET ACCESSORIES AT SAME LOCATION 4" TILE WALL BASE, CT-02 ELEV-INT-VITALS TLT-NORTH 1 /4" = V-0" Al FINISHED SOFFIT & FASCIA SHEET WALL PROTECTION 1 NEW WALL BASE FINISHED SOFFIT & FASCIA PAPER TOWEL DISPENSER: OFOI SOAP DISPENSER: OFOI 1 NEW WALL BASE SHEET WALL PROTECTION FIELD VERIFY QUANTITY AND LOCATION OF EXISTING ELECTRICAL RECEPTACLES. MINIMUM 1 DUPLEX PER WALL REQUIRED. SHEET WALL PROTECTION 1 NEW WALL BASE E FBI B 2 THIS SHEET ISSUED IN ITS ENTIRETY TV: WALL -MOUNTED ON SWIVEL BRACKET. COORDINATE POWER AND DATA GLOVE STORAGE BRACKET: OFCI. COORDINATE FINAL MOUNTING LOCATION W/ OWNER SHARPS CONTAINER: OFCI. COORDINATE FINAL MOUNTING A LOCATION W/ OWNER FIELD VERIFY QUANTITY AND LOCATION OF EXISTING ELECTRICAL RECEPTACLES. MINIMUM 1 DUPLEX PER WALL REQUIRED. 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 fib • www.exp.com •� �j • Project #: 21000928 exp. Cert of Auth: 29701 PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: 231100046-126 2 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 1 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET MARK DATE DESCRIPTION PROJECT NUMBER 042.20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 LANDSCAPE ARCHITECT NIA CIVIL ENGINEER N/A STRUCTURAL ENGINEER NIA MECHANICAL ENGINEER N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL SUB -PROJECT AREA G -DETAILS, INTERIOR ELEVATIONS SCALEI 1/4" =14" ELET INT-VITALS-EAST ELEV-INT-VITALS-SOUTH ELEV-INT-VITALSSOUTHWEST (:) ELEV-INT-VITALS-WEST ELEV-INT-VITALS-NORTHWEST ELEV-INT-VITALS-NORTH A=131Al 1 /4" = V-0" A2 1 /4" = 1'-0" A3 1 /4" = V-0" A4 1 /4" = V-0" A5 1 /4" = V-0„ A6 1 /4" = V-0" A 0 A A 0 Al 1 2 3 4 5 6 Project Status E A C B A 1 2 3 4 5 6 -ddmmmlmb- GENERAL DEMOLITION NOTES: 1. LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. 2. REMOVE ALL EXISTING CONSTRUCTION INDICATED BY BOLD DASHED LINES. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. 6. REFER TO A-100 FOR DEMOLITION AND ICRA REQUIREMENTS AND NOTES KEYED NOTES: DEMOLITION - SUB -PROJECT AREA H 1O THIS SPACE IS TO REMAIN ACTIVE FOR THE DURATION OF THE CONSTRUCTION WORK. CONTRACTOR TO KEEP SPACE FREE OF DEBRIS AND OBSTRUCTIONS. 2� CONTRACTOR TO LOCATE 10LB TYPE ABC FIRE EXTINGUISHER WITHIN WORK AREA 3� PROVIDE TACKY MATS / WALK -OFF MATS AT ENTRY TO CONSTRUCTION AREA. LOCATE HEPA FILTER NEGATIVE AIR MACHINE(S) TO NEGATIVELY PRESSURIZE CONSTRUCTION AREA. O EXISTING DOOR AND FRAME TO BE REMOVED AND SALVAGED FOR REUSE. DOOR OPENING TO BE INFILLED. PROTECT DOOR AND FRAME FOR REINSTALLATION. 6O EXISTING CASEWORK TO REMAIN. EXISTING CEILING MOUNTED CURTAIN AND TRACK TO BE REMOVED. O EXISTING FINISH FLOORING TO BE REMOVED. PREP FLOOR AS REQUIRED TO RECEIVE NEW FINISH FLOORING. SEE FINISH FLOOR PLAN AND SCHEDULE O THE EXISTING WALLS WITHIN THIS SPACE INCLUDE EXISTING APPLIED WALLPAPER. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER. TYPICAL OF ALL EXISTING EXAM ROOMS. 0 GENERAL NEW WORK NOTES: 1. ALL WALLS ARE TYPE U UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. KEYED NOTES: NEW WORK - SUB -PROJECT AREA H 0 DOOR OPENING WHERE EXISTING DOOR AND FRAME HAVE BEEN REMOVED TO BE INFILLED. INFILL W/ METAL STUD & GYPSUM CONSTRUCTION TO MATCH EXISTING WALL ASSEMBLY. GYPSUM TO BE FLUSH W/ EXISTING WALL FACE ON BOTH SIDES OF WALL. 0 INSTALL DOOR AND FRAME RELOCATED FROM LOCKER RM 117. SEE DOOR SCHEDULE FOR MORE INFORMATION. 0 INSTALL DOOR AND FRAME RELOCATED FROM LOCKER RM 118. SEE DOOR SCHEDULE FOR MORE INFORMATION. ® NEW PARTITION TO BE CONSTRUCTED FROM FLOOR TO UNDERSIDE OF EXISTING CEILING. SEE DETAIL. 5� PATIENT EXAM TABLE AND HEADWALL. SEE EQUIPMENT PLANS AND INTERIOR ELEVATIONS. 6Q EXISTING CASEWORK TO REMAIN. a THE EXISTING WALLS WITHIN THIS SUB -PROJECT AREA INCLUDE EXISTING APPLIED WALLPAPER. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER. TYPICAL OF ALL EXISTING EXAM ROOMS AND RECEPTION AREA. 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 DIFFUESERS, 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 - SUB -PROJECT AREA H 1i NO CEILING WORK IN THIS SPACE. EXISTING CEILING TO REMAIN. EXISTING CEILING: - MINIMAL TO BE REMOVED AS REQUIRED FOR 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 CEILING TO REMAIN. NEW PARTITIONS L l TO BE BUILT UP TO UNDERSIDE OF EXISTING CEILING. SEE DETAIL. EXISTING RECESSED CEILING LIGHT FIXTURE TO L'J REMAIN. MILLWORK LIGHT SHELF BELOW LIGHT FIXTURE. SEE INTERIOR ELEVATIONS. F5 EXISTING CEILING GRID TO REMAIN. INSTALL NEW CEILING TILES. SEE FINISH SCHEDULE FOR MORE INFORMATION. a F j[ RCP SYMBOL LEGEND ACOUSTICAL TILE CEILING (24X24) ACOUSTICAL TILE CEILING (24X48) Q GYPSUM CEILING - PAINTED FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE 0 INCANDESCENT LIGHT FIXTURE SMOKE DETECTOR ❑ SPEAKER EXIT LIGHT HVAC SUPPLY DIFFUSER HVAC RETURN DIFFUSER CEILING ACCESS PANEL FIRE SPRINKLER (GRAY = EXISTING) WALL RATINGS: 1 HOUR FIRE --S—$S—$-S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -��S��-S��►-S- 2 HOUR FIRE/ SMOKE BARRIER �T T TEMPORARY 1 HOUR FIRE S S SMOKE BARRIER - k "GRAY" = EXISTING RATING TO REMAIN PARTITIONS: 0 EXISTING/REMAINING --) NEW WORK DEMOLISHED 3 THIS SHEET ISSUED IN ITS ENTIRETY E 0 B 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 i- wvvw.exp.com •� i, *ex Project #: 21000928 Cart of Auth: 29701 PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 3 APRIL 14, 2021 ASI No.1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB.19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL SUB -PROJECT AREA H -PLANS As indicated a PROJECT ENLARGED PLAN - AREA H - EXAM ROOMS - DEMOLITION ENLARGED PLAN - AREA H - EXAM ROOMS - NEW WORK ENLARGED CEILING PLAN - AREA H - EXAM ROOMS - NEW WORK NORTH Aml 35 A5 Al1 /4" = V-0" A3 1 /4" = V-0" 1 /4" = V-13" o - i v 1 2 3 4 5 6 Project Status E FBI C A 1 2 3 4 5 6 — NEW WALL BASE A ELEV-INT-AREA A RECEPT-NORTH 1 /4" = V-0" NEW WALL BASE ELEV-INT-AREA A RECEPT-EAST 1/4" = 1'-0" � 1 1 S- 4 2 1 1 0 1 1 _ EXAM 7 I 1 1 L —— --J 1 1 1 SOILED J 1 j HAMPER: 1 OFOI ' 1 00 f 1 1 5 4 2 1 1 �, 1 C? — _ EXAM 6 I 1 � I 109 I 1 — — — _ L 1 SOILED 1 1 HAMPER: 1 r —' 1 � OFOI 3 - _ 702? 1 i o n SOILED -- 1 1 1 1 HAMPER: 1 1 -OFOI f Cn — - EXAM 5 I 1 to 1 -�- 1 ---- r 1 1 � 1 t 5 1 1 1 1 EXAM 4 I 1 1 i L — —— — 1 1 1 SOILED HAMPER: 1 1: -- OFOI 1 I - IL 1 1 SOILED 1 — — HAMPER: 1 r — — -OFOI 1 1 — EXAM 3 I 1 1 2 1 1 { 1 1 111 6 3 1 I EXAM 2 io5 I 1 1 1 2, L - — 1 1 1 1 SOILED 1 HAMPER: --- OFOI 1 1 1 � � 1 � I 1 1 SOILED 1 1 V HAMPER: 1 — — — — OFOI- I 1 — EXAM 1 1 i 104 I 1 L—-- 1 ,o WI O 1 r 1 w RECEPTION 0 CL CC1 /00 CC 40> CL /` �/ / / / / ® %Sa / EXISTING INTERIOR STOREFRONT TO REMAIN EXISTING CASEWORK TO REMAIN NEW WALL BASE A ELEV-INT-AREA A RECEPT-SOUTH EAST 1/4" = V-0" EQUIPMENT GENERAL NOTE 1. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: EQUIPMENT - SUB -PROJECT AREA H EXISTING CASEWORK TO REMAIN. 2O PROVIDE BLOCKING WITHIN EXISTING WALL FOR NEW EQUIPMENT AND CASEWORK. 3O WALL MOUNTED EQUIPMENT. COORDINATE FINAL MOUNTING HEIGHT AND LOCATION WITH OWNER. 4O PATIENT EXAM TABLE: OFOI O EXISTING PATEINT EXAM HEADWALL. CONTRACTOR TO FIELD VERIFY TYPE AND QUANTITY OF EXISTING MEDICAL GAS OUTLETS ANS ELECTRICAL RECEPTACLES. REPORT FINDINGS TO OWNER AND ARCHITECT. 6O NEW PATIENT EXAM HEADWALL. SEE ELEVATIONS. EXISTING INTERIOR STOREFRONT TO REMAIN EXISTING CASEWORK TO REMAIN NEW WALL BASE ELEV-INT-AREA A RECEPT-SOUTH 1/4" = 1'-0" NEW WALL BASE ELEV-INT-AREA A RECEPT-SOUTHWEST 1 /4" = V-0" C chapuis design group NEW WALL 0 arch itecture.pa BASE 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 Tel. 813-667-2340 CGDPA - FL # AA-26003049 ELEV-INT-AREA A RECEPT-WEST 1/4" = V-0" WALL RATINGS: 1 HOUR FIRE —♦S--S—*-S- 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE -��-S-1�S--�♦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 FINISH SCHEDULE WALLS CLASS TYPE NOTES FLOORING CLASS TYPE NOTES PNTLO-XX MANU: SHERWIN WILLIAMS CLASS A LVT-01 MANU: AMERICANBILTRITE CLASS I YORKSHIRE CLR: MATCH EXIST. ADJACENT LINE: MIRRA WOOD SALES & FIN: MATCH ADJACENT NATURAL BEECH MARKETING CLR: MNB-002 TAUPE BROWN JIMMY BEEBE PNTLO-01 MANU: SHERWIN WILLIAMS CLASS A - FIELD COLOR CELL: CLR: SW 7016 MINDFUL GRAY SV-01 MANU: PATCRAFT CLASS I 352-476-3082 FIN: EGGSHELL SIZE: SHEET GOODS W/ 4" INTEGRAL COVE BASE PNTLO-02 MANU: SHERWIN WILLIAMS CLASS A - ACCENT COLOR LINE: HOLISTIC 1422V CLR: SW 7074 SOFTWARE CLR: TBD FIN: EGGSHELL CT-01 MANU: DAL TILE CLASS I LIGHT COLOR PNTLO-05 MANU: SHERWIN WILLIAMS CLASS A - DOOR FRAMES LINE: FABRIQUE CLR: SW 7675 SEALSKIN AND TRIM CLR: P685 BLANC LINEN FIN: EGGSHELL CT-02 MANU: DAL TILE CLASS I DARK COLOR PNTLO-10 MANU: SHERWIN WILLIAMS CLASS A LINE: FABRIQUE CLR: "CEILING WHITE" CLR: P690 GRIS LINEN FIN: SEMIGLOSS CPPT-01 MANU: PATCRAFT CLASS I CEILING CLASS TYPE NOTES LINE: CONSTRUKT INTRINIC CLR: TBD AM-01 MANU: ARMSTRONG W.I. CLASS A LINE: DUNE SZE: 24" X 24", VWB-1 MANU: JOHSONITE CLASS I 1 SQUARE LAY -IN, 15/16" CLR: 47 BROWN CLR: WHITE FIN: FLAT MISC: SIZE: 4" VINYL COVE BASE AM-02 MANU: ARMSTRONG W.I. CLASS A WALL PROTECTION CLASS TYPE NOTES LINE: CLEAN ROOM VL SWP-1 MANU: INPRO GLASS I SZE: 24" X 24", CLR: SHARKSKIN 0350 (A) SQUARELAY, 15/16" THK. .06" CLR: WHITE MISC: NON-GASKETED CG-01 MANU: INPRO CLASS[ ITEM #: 150 (A) CG-1 MANU: ARMSTRONG W.I. CLASS A CLR: SHARKSKIN 0350 LINE: PRELUDE PLUS, XL SIZE: 48" H, 3" WING EXPOSED TEE SIZE: 15/16" MISC. CLASS TYPE NOTES CLR: WHITE PLAM-1 MANU: WILSONART CLASS B CASEWORK MISC: CLR: 796KK 5TH AVE ELM CABINETS FIN: 12 SOFTGRAIN FINISH NOTE: AEON SCRATCH RESIST. SSF-1 MANU: WILSONART CLASS 1 CASEWORK CLR: MORNING ICE 9204CE (A) COUNTERTOPS SIZE: .75" FINISH: GENERAL NOTES 1. EXISTING FLOORING TO REMAIN IN ALL SPACES, U.N.O. 2. NEW FLOORING MATERIAL TO BE LAID UNDERNEATH CASEWORK, NOT FINISHED TO IT, U.N.O. 3. REPAIR EXISTING FLOORING FINISH AT AREAS WHERE NEW WALLS WERE CUT IN. 4. SEE DETAILS ON SHEET A-401 FOR INSIDE & OUTSIDE CORNER DETAILS FOR FLOORING W/ INTEGRAL WALL BASE. 5. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: FINISHES - SUB -PROJECT AREA H 1ONEW FINISH FLOORING TO BUTT UP TO THE KICK BOARD OF EXISTING CASEWORK. INSTALL NEW WALL BASE ALONG FACE OF KICK BOARD. < 2� ADDITIONAL DRYWALL WORK REQUIRED WITHIN �/ THIS SUB -PROJECT AREA PRIOR TO ROOM FINISH. SEE DETAILS ON SHEET A-401 FOR WORK RELATED TO EXISTING WALLPAPER. TYPICAL OF ALL EXISTING EXAM ROOMS AND RECEPTION AREA. 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 1010 Project #: 21000928 exp. Cert of Auth: 29701 n B LU 3 THIS SHEET ISSUED IN ITS ENTIRETY A PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE I FILE NUMBER: 231100046-126 3 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042-20.164.01 ORIGINAL ISSUE MAR. 17, 2021- 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL SUB -PROJECT AREA H -PLANS, INTERIOR ELEVATIONS SCALE 1/4" = 1'-0" ENLARGED PLAN - AREA H - EXAM ROOMS - EQUIP/FURN 1/4" = 1'-0" ENLARGED PLAN - AREA H -EXAM ROOMS -FINISHES 1/4" = 1'-0" PROJECT NORTH Aml 36 1 2 3 4 5 6 Project Status 1 2 3 4 5 6 EXISTING STOREFRONT GLOVE STORAGE EXISTING LIGHT EXISTING LIGHT BRACKET: OFCI. 0 SHELF TO REMAIN SHELF TO REMAIN COORDINATE FINAL MOUNTING LOCATION - EXISTING SOAP EXISTING HEADWALL. CONTRACTOR TO FIELD W/ OWNER -� & PAPER TOWEL i VERIFY TYPE &QUANTITY E _. DISPENSER TO OF EXISTING MED GASES E REMAIN EXISTING EXISTING v AND ELECTRICAL SHARPS CONTAINER: CASEWORK TO CASEWORK TO - RECEPTACLES Chapuls design group _ OFCI. COORDINATE _ N II �� REMAIN REMAIN PATIENT EXAM architecture . p a FINAL MOUNTING CQ � TABLE: OFOI LOCATION W/ OWNER 510 VONDERBURG DR. SUITE 216 BRANDON, FL 33511 NEW WALL NEW WALL BASE NEW WALL BASE SOILED HAMPER: NEW WALL Tel. 813-667-2340 BASE OFOI BASE CGDPA - FL # AA-26003049 Al o Al o exp U.S. Services Inc. ELEV-INT-EXAM 7 110-NORTH ELEV-INT-EXAM 7 110-EAST ELEV-EXAM-EXAM 7 110-SOUTH ELEV-INT-EXAM 7 110-WEST t: +1.407.660.0088 f: +1.407.660.1655 E1 E2 E3 E4 2601 Westhall Lane 1 /4" = 1'-0" 1 /4" 1 /4" = 1'-0" 1 /4" = 1'-0" Maitland, FL 32751 USA �r www.exp.com Project #: 21000928 exp. Cart of Auth: 29701 EXISTING STOREFRONT EXISTING LIGHT GLOVE STORAGE EXISTING LIGHT EXISTING LIGHT EXISTING SHELF TO BRACKET: OFCI. 6" SHELF TO SHELF TO HEADWALL. REMAIN COORDINATE FINAL 1 REMAIN REMAIN CONTRACTOR TO EXISTING HEADWALL. CONTRACTOR TO FIELD VERIFY TYPE MOUNTING LOCATION W1 OWNER = I EXISTING SOAP & PAPER TOWEL x FIELD VERIFY TYPE &QUANTITY OF EXISTING MED &QUANTITY DISPENSER TO D OF EXISTING MED GASES REMAIN - GASES AND AND ELECTRICAL RECEPTACLES - EXISTING CASEWORK TO SHARPS CONTAINER: � EXISTING CASEWORK TO EXISTING CASEWORK TO - ELECTRICAL RECEPTACLES PATIENT EXAM TABLE:OFOI REMAIN OFCL COORDINATE -; FINAL MOUNTING � W/ OWNERTABLE: N cLOCATION W�l 0� REMAIN REMAIN!PATIENT EXAM OFOI PROJECT FOR NEW WALL BASE NEW WALL BASE NEW WALL BASE NEW WALL BASE NEW WALL BASE SOILED HAMPER: OFOI NEW WALL BASE ADVENT HEALTH - 0 Al Al zi� 0 zi� ZEPHYRHILLS ELEV-INT-EXAM 5 108-SOUTH ELEV-INT-EXAM 5 108-W EST ELEV-INT-EXAM 6 109-NORTH EL!��-INT�-EX�AM�6109-EAST ELEV INT-EXAM 6 109-SOUTH ELEV-INT-EXAM6109-WEST1/4 D2 D3 D4 - 1 0 1/4 - 1 0 1/4 - 1 0 1/4 1/4 1 0 UROLOGY SUITE RENOVATION 7050 Gall Blvd. EXISTING STOREFRONT ep yr s, 33541 EXISTING LIGHT EXISTING LIGHT EXISTING LIGHT GLOVE STORAGE 2 6" SHELF TO SHELF TO SHELF TO J-6"GLOVE STORAGE BRACKET: OFCI. BRACKET: OFCI. COORDINATE FINAL 1'' REMAIN REMAIN REMAIN COORDINATE FINAL EXISTING HEADWALL. � MOUNTING LOCATION _ EXISTING SOAP EXISTING SOAP MOUNTING LOCATION W/ OWNER ~ & PAPER TOWEL - & PAPER TOWEL CONTRACTOR TO FIELD DISPENSER TO VERIFY TYPE & QUANTITY DISPENSER TO W/OWNER REMAIN OF EXISTING MED GASES REMAIN ' C !"I EXISTING EXISTING u AND ELECTRICAL EXISTING 10 SHARPS CONTAINER: I CASEWORK TO CASEWORK TO F _i RECEPTACLES CASEWORK TO SHARPS CONTAINER: Adwz%ntHealth OFCI. COORDINATE _ 0� REMAIN REMAIN REMAIN OD `� FINAL MOUNTING d N 6 PATIENT EXAM i �� \ N OFCI, COORDINATE TABLE: OFOI FINAL MOUNTING LOCATION W/ OWNER " / \ " LOCATION W/ OWNER AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 NEW WALL NEW WALL BASE NEW WALL SOILED HAMPER: NEW WALL SOILED HAMPER: NEW WALL BASE NEW WALL BASE BASE BASE OFOI BASE OFOI 0 Al Al Al Al Al ELEV-INT-EXAM 4 107-NORTH ELEV-INT-EXAM 4 107-EAST ELEV, INT-EXAM 4 107-SOUTH ELEV-INT-EXAM 4 107-WEST ELEV-INT-EXAM 5 108-NORTH [; ELEV-INT-EXAM 5 108-EAST V 1 1/4 = 1 0 1/4 - 1 0 C3 1/4 = 1 0 C4 1/4 1 0 C5 1/4 1 0 "6 1/4 1 0 2 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 1 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET MARK DATE DESCRIPTION INSTALL NEW ELEC. OUTLET EXISTING STOREFRONT PROJECT NUMBER 042.20.164.01 ILLDUPLEX, ORIGINAL ISSUE MAR.17, 2021- EXISTING LIGHT EXISTING LIGHT EMERGENCY EXISTING LIGHT EXISTING LIGHT SHELF TO SHELF TO POWER SHELF TO 2'-6" GLOVE STORAGE SHELF TO BRACKET: OFCI. PROJECT MANAGER TEC REMAIN REMAIN INSTALL NEW REMAIN 1' 2" COORDINATE FINAL REMAIN -10" EXISTING HEADWALL. PROJECT DESIGNER TEC EXISTING SOAP ELEC. OUTLET EXISTING SOAP I MOUNTING LOCATION & PAPER TOWEL _ DUPLEX, & PAPER TOWEL W/ OWNER CONTRACTOR TO FIELD � PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109 B DISPENSER TO _ - i— NORMAL POWER DISPENSER TO I VERIFY TYPE & QUANTITY REMAIN REMAIN �p OF EXISTING MED GASES B LANDSCAPE ARCHITECT N/A EXISTING EXISTING EXISTING W u EXISTING CIVIL ENGINEER N/A CASEWORK TO CASEWORK TO PATIENT EXAM CASEWORK TO AND ELECTRICAL CASEWORK TO REMAIN REMAIN o TABLE: OFOI REMAIN DO I T SHARPS CONTAINER: RECEPTACLES REMAIN fI 0 I II OFCI. MOUNTINGRIA E STRUCTURAL ENGINEER N/A � N � PATIENT EXAM TABLE: OFOI MECHANICAL ENGINEER N/A ``) LOCATION W/ OWNER /,� ELECTRICAL ENGINEER N/A NEW WALL BASE SOILED HAMPER: NEW WALL BASE SOILED HAMPER: NEW WALL zh NEW WALL BASE zh NEW WALL NEW WALL /� INTERIOR DESIGNER TEC OFOI OFOI BASE BASE BASE EQUIPMENT PLANNER N/A DRAWN BY SDL Al Al ELEV-INT-EXAM 2 105-SOUTH ELEV-INT-EXAM 2 105-WEST ELEV-INT-EXAM 3 106-NORTH ELEV-INT-EXAM 3 106-EAST ELEV-INT-EXAM 3 106-SOUTH ELEV-INT-EXAM 3 106-WEST B1 62 B3 B4 B5 B6 1/4' 1/4 -1-0 1/4 -1-0 2 it V THIS SHEET ISSUED IN ITS ENTIRETY EXISTING STOREFRONT EXISTING LIGHT GLOVE STORAGE EXISTING LIGHT SHELF TO GBRACKET:: 2'-6" SHELF TO REMAIN 2 6„ 1' 2" BRACKET: OFCI. REMAIN OFCI. COORDINATE FINAL 1- SUB -PROJECT AREA COORDINATE FINAL EXISTING HEADWALL. \ EXISTING SOAP & PAPER TOWEL - MOUNTING LOCATION W/ OWNER CONTRACTOR TO FIELD VERIFY TYPE &QUANTITY MOUNTING LOCATION W/OWNER , � i H- INTERIOR DISPENSER TO �, OF EXISTING EXISTING REMAIN � AND ELECTRICAL EXISTING ' ELEVATIONS CASEWORK TO RECEPTACLES CASEWORK TO SHARPS CONTAINER : I A REMAIN (��� i T SHARPS CONTAINER: OFCI. COORDINATE PATIENT EXAM REMAIN OFCI. COORDINATE ; _ FINAL MOUNTING TABLE: OFOI FINAL MOUNTING w LOCATION W/ OWNER LOCATION W/ OWNER `' Al Zi� NEW WALLy SOILED HAMPER: NEW WALL BASE NEW WALL BASE NEW WALL NEW WALL BASE NEW WALL BASE BASE OFOI BASE SCALE 114" = 1'-01, Al E a- C ELEV-INT-EXAM 1 104-NORTH ELEV-EXAM-EXAM 1 104-EAST ELEV-EXAM-EXAM 1 104-SOUTH ELEV-INT-EXAM 1 104-WEST ELEV-INT-EXAM 2 105-NORTH ELEV-INT-EXAM 2 105-EAST Aml 37 Al A2 A3 A4 A5 1 /4" = 1'-0" 1 /4" = V-0" 1 /4" = 1'-0" 1 /4" = V-0" 1 /4" = V-0" y N ZZ U v 1 2 3 4 5 i 6 1 Project Status - - E C C B A 1 2 3 4 5 6 EQUIPMENT GENERAL NOTE 1. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. KEYED NOTES: EQUIPMENT - SUB -PROJECT AREA I 1O EXISTING CASEWORK TO REMAIN. �1 PROVIDE BLOCKING WITHIN WALL FOR NEW EQUIPMENT AND CASEWORK. O3 WALL MOUNTED EQUIPMENT. COORDINATE FINAL MOUNTING HEIGHT AND LOCATION WITH OWNER. 4O PATIENT EXAM TABLE: OFOI O NEW PATIENT EXAM HEADWALL, SEE ELEVATIONS. EXISTING PLUMBING FIXTURES, TOILET ACCESSORIES, MIRROR TO BE REINSTALLED AT SAME LOCATION FOLLOWING TILE WORK. 1.`ra'w�l.....�.�$�#.��`Y�.§£., ' � �.J�m`'r_.'�`�.i4�;K. e��xm%�°d"-.c.�.�.•_P'`�i�`y�`� .� j ENLARGED PLAN - AREA I - PATIENT TLT & NEW EXAM ROOMS - EQUIPIFURN 1 /4" = V-0" GENERAL DEMOLITION NOTES: 1. LIGHT LINES INDICATE EXISTING CONSTRUCTION TO REMAIN. 2. REMOVE ALL EXISTING CONSTRUCTION INDICATED BY BOLD DASHED LINES. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. 6. REFER TO A-100 FOR DEMOLITION AND ICRA REQUIREMENTS AND NOTES KEYED NOTES: DEMOLITION - SUB -PROJECT AREA I iO EXISTING DOOR AND FRAME TO BE REMOVED AND SALVAGED FOR REUSE. DOOR OPENING TO BE INFILLED. PROTECT DOOR AND FRAME FOR REINSTALLATION. EXISTING WATER SUPPLY BOX IN WALL TO BE REMOVED REMOVED. CAP AND SEAL WATER SUPPLY LINES WITHIN EXISTING WALL. 3� CAP AND SEAL EXISTING DRAINS IN FLOOR. 4� EXISTING FINISH FLOORING TO BE REMOVED IN THIS SPACE. EXISTING FLOOR IS SLOPED FOR DRAINAGE. PREP FLOOR SLAB TO RECEIVE NEW FINISH FLOORING. NEW FLOOR TO BE LEVEL AND FLAT. 5� EXISTING FINISH FLOORING TO BE REMOVED IN RESTROOM. PREP FLOOR SLAB TO RECEIVE NEW FINISH FLOORING. �6 EXISTING CASEWORK TO REMAIN. PARTIAL PROJECT LIMIT LINE CLEAN SUPPLY f PNTLO-02 112 i- 1 i LVT-1 1 T 11 PNTLO-01 r I PNTLO-02 �r POOL/ STORAGE EXAM 9 116 1 ` T ' ` LVT-1 - PNTLO-01 i J � FINISH SCHEDULE WALLS CLASS TYPE NOTES FLOORING CLASS TYPE NOTES PNTLO-XX MANU: SHERWIN WILLIAMS CLASS A LVT-01 MANU: AMERICANBILTRITE CLASS I YORKSHIRE CLR: MATCH EXIST. ADJACENT LINE: MIRRA WOOD SALES & FIN: MATCH ADJACENT NATURAL BEECH MARKETING CLR: MNB-002 TAUPE BROWN JIMMY BEEBE PNTLO-01 MANU: SHERWIN WILLIAMS CLASS A - FIELD COLOR CELL: CLR: SW 7016 MINDFUL GRAY SV-01 MANU: PATCRAFT CLASS 1 352-476-3082 FIN: EGGSHELL SIZE: SHEET GOODS W/ 4" INTEGRAL COVE BASE PNTLO-02 MANU: SHERWIN WILLIAMS CLASS A - ACCENT COLOR LINE: HOLISTIC 1422V CLR: SW 7074 SOFTWARE CLR: TBD FIN: EGGSHELL CT-01 MANU: DAL TILE CLASS I LIGHT COLOR PNTLO-05 MANU: SHERWIN WILLIAMS CLASS A - DOOR FRAMES LINE: FABRIQUE CLR: SW 7675 SEALSKIN AND TRIM CLR: P685 BLANC LINEN FIN: EGGSHELL CT-02 MANU: DAL TILE CLASS I DARK COLOR PNTLO-10 MANU: SHERWIN WILLIAMS CLASS A LINE: FABRIQUE CLR: "CEILING WHITE" CLR: P690 GRIS LINEN FIN: SEMIGLOSS CPPT-01 MANU: PATCRAFT CLASS I CEILING CLASS TYPE NOTES LINE: CONSTRUKT INTRINIC CLR: TBD AM-01 MANU: ARMSTRONG W.I. CLASS A LINE: DUNE SZE: 24" X 24", VWB-1 MANU: JOHSONITE CLASS I 1 SQUARE LAY -IN, 15/16" CLR: 47 BROWN CLR: WHITE FIN: FLAT MISC: SIZE: 4" VINYL COVE BASE AM-02 MANU: ARMSTRONG W.I. CLASS A WALL PROTECTION CLASS TYPE NOTES LINE: CLEAN ROOM VL SWP-1 MANU: INPRO CLASS I SZE: 24" X 24", CLR: SHARKSKIN 0350 (A) SQUARE LAY -IN, 15/16" THK. .06" CLR: WHITE MISC: NON-GASKETED CG-01 MANU: INPRO CLASS I CG-1 MANU: ARMSTRONG W.I. CLASS A ITEM #: 150 CLR: SHARKSKIN 0350 (A) LINE: PRELUDE PLUS, XL SIZE: 48" H, 3" WING EXPOSED TEE SIZE: 15/16" MISC. CLASS TYPE NOTES CLR: WHITE PLAM-1 MANU: WILSONART CLASS B CASEWORK MISC: CLR: 796KK 5TH AVE ELM CABINETS FIN: 12 SOFTGRAIN FINISH NOTE: AEON SCRATCH RESIST. SSF-1 MANU: WILSONART CLASS 1 CASEWORK CLR: MORNING ICE 9204CE (A) COUNTERTOPS SIZE: .75" FINISH: GENERAL NOTES 1. EXISTING FLOORING TO REMAIN IN ALL SPACES, U.N.O. 2. NEW FLOORING MATERIAL TO BE LAID UNDERNEATH CASEWORK, NOT FINISHED TO IT, U.N.O. 3. REPAIR EXISTING FLOORING FINISH AT AREAS WHERE NEW WALLS WERE CUT IN. 4. SEE DETAILS ON SHEET A-401 FOR INSIDE & OUTSIDE CORNER DETAILS FOR FLOORING W/ INTEGRAL WALL BASE. 5. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. ENLARGED PLAN - AREA I - PATIENT TLT & NEW EXAM ROOMS - FINISHES 1/4" = V-0" PARTIAL PROJECT LIMIT LINE K or 41111111110 S SUPPLY 2 112 1 i EXAM 8 rx 113 I ' 0 o } A4 3 A-141 Q 1 2 ' I I I POOL/ ra I STORAGE ' 116 as E AM I 0 114 B4 f 1 I � } ' ' co co co A-141 m 1 B2 i k C4 f U A-141 v C2 TLT - R i GENERAL NEW WORK NOTES: 1. ALL WALLS ARE TYPE U UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FINISH FACE OF WALLS. 3. THE WORK INCLUDED IN THIS PROJECT IS DIVIDED INTO MULTIPLE SUB -PROJECT AREAS. THE AREA DIVISION IS REPRESENTED IN PLAN BY VERY BOLD DASHED LINES. 4. SPACES SHOWN IN PLAN WITH A GRAY HATCH ARE OUTSIDE OF THE SUB -PROJECT AREA INCLUDED ON THIS SHEET. SEE RESPECTIVE SHEETS FOR WORK IN OTHER SUB -PROJECT AREAS. 5. SEE SHEET A-100 FOR DEMOLITION AND NEW WORK FLOOR PLANS SHOWING THE SUB- PROJECT AREA DIVISION AND IDENTIFICATION. KEYED NOTES: NEW WORK - SUB -PROJECT AREA I 1` ) DOOR OPENING WHERE EXISTING DOOR AND FRAME HAVE BEEN REMOVED TO BE INFILLED. EXISTING WALL IS TO BE UPGRADED TO BE 1-HOUR FIRE RATED, SIMILAR TO UL RATED ASSEMBLY U-465. SEE SUB -PROJECT AREA C FOR WALL UPGRADE WORK. INFILL DOOR OPENING W/ METAL STUD & GYPSUM CONSTRUCTION TO MATCH U-465 ASSEMBLY. GYPSUM TO BE FLUSH W/ EXISTING WALL FACE ON BOTH SIDES OF WALL. Q NEW PATIENT EXAM TABLE AND HEADWALL. SEE EQUIPMENT PLANS AND INTERIOR ELEVATIONS. EXISTING PLUMBING FIXTURES AND TOILET ROOM ACCESSORIES TO BE REINSTALLED IN SAME LOCATION AFTER NEW TILE WORK. KEYED NOTES: FINISHES - -PROJECT AREA I /SUB 1� SCHLUTER FLOORING TRANSITION. WHEN THE TRANSITION IS AT A DOOR, THE TRANSITION IS TO BE CENTERED UNDER DOOR LEAF. ONEW FINISH FLOORING TO BUTT UP TO THE KICK BOARD OF EXISTING CASEWORK. INSTALL NEW WALL BASE ALONG FACE OF KICK BOARD. WALL RATINGS: 1 HOUR FIRE —40-S— -S—*S— 1 HOUR FIRE/ SMOKE BARRIER 2 HOUR FIRE ��S-1�-S—t♦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 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 DIFFUESERS, 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 - SUB -PROJECT AREA I 1i NO CEILING WORK IN THIS SPACE. EXISTING CEILING TO REMAIN. EXISTING CEILING: MINIMAL TO BE REMOVED AS REQUIRED FOR 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. aOPEN �4 NEW WALL -MOUNTED TV. SEE ELEVATION. F5 EXISTING CEILING GRID TO REMAIN. INSTALL NEW CEILING TILE. SEE FINISH SCHEDULE FOR MORE INFORMATION. 3 THIS SHEET ISSUED IN ITS ENTIRETY E 0 0 A 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 tip www.exp.com •� •> ex Project #: 21000928 r Cert of Auth: 29701 i PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhilis, FL 33541 AdventHealth AHCA CLIENT CODE / FILE NUMBER: 231100046-126 3 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR.17, 2021 - 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 WA ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY SDL r SUB -PROJECT AREA - PLANS As indicated 3 ::> ENLARGED PLAN - AREA I - PATIENT TLT & NEW EXAM ROOMS - DEMOLITION ENLARGED PLAN - AREA I - PATIENT TLT & NEW EXAM ROOMS - NEW WORK PROJECT FNI Apr-.Pn r..FII Wr-, PI AN - ARPA I - PATIENT TI TA NFW PYANA RnnKA.q - NFW WORK NORTH Aml 40 I/Y = 1 -V 1 2 3 4 5 6 Project Status 1 2 3 4 5 6 E E D D C B A CT-02 REINSTALL EXISTING TOILET ACCESSORIES AT SAME LOCATION 4" TILE WALL BASE, CT-02 ELEV-INT-TOILET RM 115-EAST 1/4" = 1'-0" SHEET WALL PROTECTION NEW WALL BASE Al GLOVE STORAGE BRACKET: OFCI. COORDINATE FINAL MOUNTING LOCATION W/ OWNER SHARPS CONTAINER: OFCI. COORDINATE FINAL MOUNTING LOCATION W/ OWNER SOILED HAMPER: OFOI ELEV-INT-NEW EXAM 9 114-EAST 1/4" = l'-0" SHEET WALL PROTECTION Al NEW WALL BASE GLOVE STORAGE BRACKET: OFCI. COORDINATE FINAL MOUNTING LOCATION W/ OWNER SHARPS CONTAINER: OFCI. COORDINATE FINAL MOUNTING LOCATION W/ OWNER SOILED HAMPER: OFOI CT-01 REINSTALL EXISTING TOILET ACCESSORIES AT SAME LOCATION 4" TILE WALL BASE, CT-02 ELEV-INT-TOILET RM 115-SOUTH 1/4" = V-0" Ova„ c a TV: WALL -MOUNTED ON SWIVEL BRACKET. COORDINATE POWER AND DATA SHEET WALL PROTECTION NEW WALL BASE /'\ ELEV-INT-NEW EXAM 9 114-SOUTH 1/4" = V-0" TV: WALL -MOUNTED ON SWIVEL BRACKET. COORDINATE POWER AND DATA SHEET WALL PROTECTION NEW WALL BASE Al CT-01 4" TILE WALL BASE, CT-02 ELEV-INT-TOILET RM 115-WEST 1/4" = V-0" EXISTING SOAP & PAPER TOWEL DISPENSER TO REMAIN SHEET WALL PROTECTION NEW WALL BASE Al CT-01 REINSTALL EXISTING TOILET ACCESSORIES AT SAME LOCATION 4" TILE WALL BASE, CT-02 ELEV-INT-TOILET RM 115-NORTH 1/4" = V-0" EXISTING EXISTING CASEWORK TO CASEWORK TO REMAIN REMAIN ELEV-INT-NEW EXAM 9 114-WEST 1/4" = V-0" EXISTING SOAP & PAPER TOWEL DISPENSER TO REMAIN SHEET WALL PROTECTION NEW WALL BASE Al EXISTING CASEWORK TO REMAIN NEW WALL BASE /1\ INSTALL NEW ELEC. OUTLET DUPLEX, EMERGENCY POWER INSTALL NEW ELEC. OUTLET DUPLEX, NORMAL POWER SHEET WALL PROTECTION PATIENT EXAM TABLE: OFOI ELEV-INT-NEW EXAM 9 114-NORTH 1/4" = 1'-0" EXISTING CASEWORK TO REMAIN NEW WALL BASE INSTALL NEW ELEC. OUTLET DUPLEX, EMERGENCY POWER INSTALL NEW ELEC. OUTLET DUPLEX, NORMAL POWER SHEET WALL PROTECTION PATIENT EXAM TABLE: OFOI 2 THIS SHEET ISSUED 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 h Project #: 21000928 r ex Cert of Auth: 29701 i PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 2 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 1 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET MARK DATE DESCRIPTION PROJECT NUMBER 042.20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER NIA DRAWN BY SDL SUB -PROJECT AREA - DETAILS, INTERIOR A ELEVATIONS 1/4" = 11-0" o.. IN ITS ENTIRETY A N ELEV-INT-NEW EXAM 8 113-EAST ELEV-INT-NEW EXAM 8 113-SOUTH ELEV-INT-NEW EXAM 8 113-WEST ELEV-INT-NEW EXAM 8 113-NORTH =141 1 A2 114" = 1 1-0" 1/4' = 1'-0" /-'!� A4 1 /4" = 1'-0" 1/4" = V-0" N O ` N 1 2 3 4 5 6 Project Status 1 2 3 4 5 6 E If B A DOOR AND FRAME SCHEDULE - SIDE HINGED DOORS IDENTIFICATION PANEL FRAME HARDWARE NOTES ROOM NO. 2 ROOM NAME DOOR NO. DIMENSIONS TYPE MATERIAL FINISH TYPE MATERIAL FINISH GROUP ELECTRICAL W H 102A TLT 102A-A 2'- 10" 7-0" F WD EXISTING 1 HM PNTLO-05 EXISTING DOOR & FRAME RELOCATED FROM TLT 127A 105 EXAM 2 105A 2' - 10" 7' - 0" F WD EXISTING 1 HM PNTLO-05 EXISTING DOOR & FRAME RELOCATED FROM LOCKER RM 117 108 EXAM 5 108A 2'- 10" 7' - 0" F WD EXISTING 1 HM PNTLO-05 EXISTING DOOR & FRAME RELOCATED FROM LOCKER RM 118 116 POOL/ STORAGE 116A 3'- 6" 7' - 4" HM HM NEW EXTERIOR DOOR SEE NOA INFO ON G-001 118 LARGE EXAM 1 118A 3'- 6" 7' - 0" F WD EXISTING 1 HM PNTLO-05 EXISTING DOOR & FRAME RELOCATED FROM WHIRLPOOL 113 123 OPEN GYM 123A 4'- 0" 7' - 0" F/F HM EXISTING 1 HM PNTLO-05 EXISTING DOOR & FRAME RELOCATED FROM EXAM RM 105 129 OFFICE 129A 3'- 0" 7' - 0" F WD EXISTING 1 HM PNTLO-05 EXISTING RATED DOOR & FRAME RELOCATED FROM QUIET RM 128. INSTALL RATED DOOR HARDWARE, INCLUDING CLOSER. DOOR TO BE SELF -CLOSING & POSITIVE -LATCHING • • • • . . . . • . , • , r , r • r • r r r r r r • r r r ► r r ► r T r r ► - ► 7 ► - ♦ T - T - I - T T - ► ' T - T - ► - T- 7 - T- T- T - T- T- T - T- T- T- ► - ► - T- T- T- ► - T T - T- T- T- ► - T T tx M w > 2'-0" 1 1/2" LAMINATED EDGE COUNTERTOP WITH 3/4" SEALED - - -_-- PLYWOOD SUBSTRATE CV BLOCKING SUPPORT 18 5/8" FOR COUNTERTOP / �-� NAILERS TO SECURE OGEE BRACKET FAI STRUCTURAL DECK CEILING LINE EXISTING METAL STUD & GYPSUM ASSEMBLY REMOVE EXISTING UNUSED EQUIP MOUNTING BRACKETS. KNOCK ALL VISIBLE EXISTING WALL SCREW ANCHORS VISIBLE IN WALL INTO WALL CAVITY. REMOVE ALL EXISTING WALLPAPER ATTACHED TO GYP. REMOVE EXISTING ELECTRICAL BOX COVER PLATES. HID REMOVE EXISTING WALL BASE. SAVE FOR /� REINSTALLATION I) FLOOR LINE SECTION DETAIL - EXISTING WALLPAPER REPAIR 1 1/2" = 1'-0" TOP TRACK EXISTING CEILING LINE SOUND ATTENUATION BATTS (SAB) 5/8" GWB BOTH SIDES 3 5/8" METAL STUDS BOTTOM TRACK ACOUSTICAL SEALANT BOTH SIDES FLOOR LINE STRUCTURAL DECK CEILING LINE EXISTING METAL STUD & GYPSUM ASSEMBLY EXISTING WALLPAPER ATTACHED TO GYP. APPLY NEW COAT OF DRYWALL MUD. APPLY NEW PAINT. SEE FINISH PLANS & FINISH SCHEDULE INSTALL NEW ELECTRICAL BOX COVER PLATES (WHITE) AGAINST NEW DRYWALL FACE. REINSTALL EXISTING WALL BASE, U.N.O. FLOOR LINE 1� SECTION DETAIL - WALLPAPER -NEW FINISH 1 1/2" = V-0" CRAIN #271 METAL INSIDE CORNER, SILVER FINISHED WALL SPECIFIED COVE CAP CRAIN #270 METAL OUTSIDE CORNER, SILVER 4" INTEGRAL COVE BASE, TEXAS GRANITE. BASE TO MATCH CORRESPONDING FLOORING COLOR. SEE FINISH FLOOR PLAN 17 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 #: 21000928 ex Cert of Auth: 29701 PROJECT FOR ADVENT HEALTH ZEPHYRHILLS SECTION DETAIL -PARTITION BUILT TO CEILING DO ��l��lL�-C�OV�EB�ASE�CO�RN�ER�S11/2 =1-0 UROLOGY SUITE RENOVATION SSF SO OGEE -CURVE SUPPORT BRACKET FOR TYP. 24" DEPTH T WORK SURFACE ' N 1 '-5 1 /4" PLAM CASEWORK -OGEE CURVE SUPPORT BRACKET. TYP. 1 1/2" = V-0" REMOVABLE SOFFIT PLAM - 01 PLAM NO TOP PANEL IN CABINET IN FRONT OF PENETRATION PANEL NO SHELVING IN CABINET IN FRONT OF PENETRATION PANEL B A 7050 Gall Blvd. Zephyrhills, FL 33541 A AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 3 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19, 2021 ADDENDUM 1 - MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021- 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER NIA DRAWN BY SDL DOOR SCHEDULE, DETAIUSECTIONS, CASEWORK SCALE As indicated A=401 CASEWORK - BASE CABINET TYP CASEWORK -BASE W/ DRAWERS CASEWORK- SINK BASE CASEWORK -UPPER CABINET CASEWORK -TALL CABINET 1 1/2" = 1'-0" 1 1/2" = 1'-0" � w J 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 2 3 4 5 6 j Project Status E 0 C 0 A 7 PIPING SYSTEM ABBREVIATIONS AAV AUTOMATIC AIR VENT WPD WATER PRESSURE DROP CO CLEAN OUT PT (PETE'S PLUG) TEST WELL CV FLOW COEFFICIENT OR CONTROL VALVE NPSH NET POSITIVE SUCTION HEAD DX DIRECT EXPANSION NPSHA NET POSITIVE SUCTION HEAD AVAILABLE EWT ENTERING WATER TEMPERATURE NPSHR NET POSITIVE SUCTION HEAD REQUIRED FC FLEXIBLE CONNECTION OS&Y OUTSIDE STEM AND YOKE FCV FLOW CONTROL VALVE PG PRESSURE GAUGE FM FLOW METER PRV PRESSURE REDUCING VALVE HD HEAD TDH TOTAL DYNAMIC HEAD LWT LEAVING WATER TEMPERATURE MAV MANUAL AIR VENT CONTROL DIAGRAM ABBREVIATIONS Al ANALOG INPUT CONTROL POINT EMS ENERGY MANAGEMENT SYSTEM AO ANALOG OUTPUT CONTROL POINT FC FAIL CLOSED ON LOSS OF POWER BAS BUILDING AUTOMATION CONTROL SYSTEM FO FAIL OPEN ON LOSS OF POWER BI BINARY INPUT CONTROL POINT NC NORMALLY CLOSED WHEN OPERATING BO BINARY OUTPUT CONTROL POINT NO NORMALLY OPEN WHEN OPERATING VFD VARIABLE FREQUENCY DRIVE AIR SIDE SYSTEM ABBREVIATIONS AC AIR CONDITIONING LAT COIL LEAVING AIR TEMPERATURE AF AIR FOIL MA MIXED AIR APD AIR PRESSURE DROP MAT MIXED AIR TEMPERATURE AT AIR TERMINAL MAU MAKE UP AIR BI BACKWARD INCLINE CA OUTSIDE AIR BDD BACKDRAFT DAMPER OAI OUTSIDE AIR INTAKE CD CEILING DIFFUSER (SUPPLY) OBD OPPOSED BLADE DAMPER CFM CUBIC FEET PER MINUTE OED OPEN END DUCT CV CONSTANT VOLUME RA RETURN AIR UC UNDERCUT DOOR RAT RETURN AIR TEMPERATURE DWDI DOUBLE WIDTH DOUBLE INLET RG RETURN AIR GRILLE OR REGISTER DWSI DOUBLE WIDTH SINGLE INLET SA SUPPLY AIR EA EXHAUST AIR SAT SUPPLY AIR TEMPERATURE FROM UNIT EAT COIL ENTERING AIR OR EXHAUST AIR TEMP. SP STATIC PRESSURE EG EXHAUST AIR GRILLE SS STAINLESS STEEL ER EXHAUST AIR REGISTER SWDI SINGLE WIDTH DOUBLE INLET ESP EXTERNAL STATIC PRESSURE SWSI SINGLE WIDTH SINGLE INLET F&B FACE AND BYPASS TG TRANSFER AIR GRILLE FC FOWARD CURVE OR FLEXIBLE CONNECTION TSP TOTAL STATIC PRESSURE FA FREE AREA VAV VARIABLE AIR VOLUME FPI FINS PER INCH WMS WIRE MESH SCREEN HEPA HIGH EFFICIENCY PARTICULATE AIR FILTER FUEL OIL SYSTEM ABBREVIATIONS FF FUEL FILTER FOS FUEL OIL SUPPLY (DISCHARGE) FOG FUEL OIL GUAGE FOT FUEL OIL TANK FOP FUEL OIL PUMP FOV FUEL OIL VENT FOR FUEL OIL RETURN (SUCTION) A 3 GENERAL ABBREVIATIONS OF DEGREES FAHRENHEIT MCC MOTOR CONTROL CENTER °C DEGREES CELSIUS MECH MECHANICAL 0 DIAMETER MFR MANUFACTURER AD ACCESS DOOR MIN MINIMUM ADJ ADJUSTABLE MOCP MAXIMUM OVERCURRENT PROTECTION AFF ABOVE FINISHED FLOOR MTD MOUNTED AFG ABOVE FINISHED GRADE N/A NOT APPLICABLE AFR ABOVE FINISHED ROOF NC NORMALLY CLOSED OR NOISE CRITERIA ARCH ARCHITECT NEG NEGATIVE BHP BRAKE HORSEPOWER NIC NOT IN CONTRACT BOO BOTTOM OF DUCT NO NORMALLY OPEN BMS BUILDING MANAGEMENT CONTROL SYSTEM NTS NOT TO SCALE BOP BOTTOM OF PIPE OC ON CENTER BTU BRITISH THERMAL UNIT ODP OPEN DRIP PROOF BTUH BRITISH THERMAL UNIT PER HOUR OFCI OWNER FURNISHED CONTRACTOR INSTALLED CLG CEILING OF01 OWNER FURNISHED OWNER INSTALLED CL CENTERLINE PD PRESSURE DROP DB DRY BULB TEMPERATURE PH PHASE DDC DIRECT DIGITAL CONTROL PLBG PLUMBING DN DOWN POC POINT OF CONNECTION DP DIFFERENTIAL PRESSURE POD POINT OF DEMARCATION DWG DRAWING POS POSITION OR POSITIVE EA EACH PSI POUNDS PER SQUARE INCH EFF EFFICIENCY RC ROOM CRITERIA (NOISE) ELEC ELECTRICAL RET RETURN EMER EMERGENCY RH RELATIVE HUMIDITY ENT ENTERING RM ROOM EQUIP EQUIPMENT RPM REVOLUTIONS PER MINUTE EXH EXHAUST SC SENSIBLE COOLING (E) EXISTING SCH SCHEDULE FA FIRE ALARM SH SENSIBLE HEAT FLR FLOOR SPEC SPECIFICATION FP FIRE PROTECTION SQ SQUARE FPM FEET PER MINUTE SF SQUARE FEET FT FEET SS STAINLESS STEEL GA GAUGE STD STANDARD GAL GALLONS TEFC TOTALLY ENCLOSED FAN COOLED GPH GALLONS PER HOUR TEMP TEMPERATURE GPM GALLONS PER MINUTE TON TONS OF REFRIGERATION GYP GYPSUM BOARD V VENT HP HORSEPOWER VAV VARIABLE AIR VOLUME HR HOUR VEL VELOCITY HZ HERTZ VFD VARIABLE FREQUENCY DRIVE ID INSIDE DIAMETER VTR VENT THROUGH ROOF IN INCHES W WIDTH KW KILOWATT W/ WITH LB POUND W/o WITHOUT LF LINEAR FEET WB WET BULB TEMPERATURE LVG LEAVING WG WATER GAUGE MAX MAXIMUM XFMR TRANSFORMER MBH THOUSAND BRITISH THERMAL UNITS PER HOUR MCA MINIMUM CIRCUIT AMPS LIST OF 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), 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 HEALTH CARE FACILITIES - 2018 EDITION NATIONAL FIRE PROTECTION ASSOCIATION NFPA 90A-2015 EDITION, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS NFPA 90B-2015 EDITION, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS NFPA 99-2015 EDITION, HEALTH CARE FACILITIES CODE NFPA 101-2015 EDITION, THE LIFE SAFETY CODE (FLORIDA-SPECIFIC EDITION) INDUSTRY STANDARDS AND TESTING COMPANIES UNDERWRITERS LABORATORIES INC. (UL) AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) AIR-CONDITIONING, HEATING, AND REFRIGERATION INSTITUTE (AHRI) AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION (SMACNA) NOTE: THIS LIST IS NOT COMPREHENSIVE. THE CODES, GUIDELINES, AND STANDARDS NOT REFERENCED HERE MAY BE APPLICABLE TO THIS PROJECT. 4 5 PIPING LEGEND CHWS CHILLED WATER SUPPLY SLOP PIPE SLOPE (REFER TO PLANS FOR SLOPE) CHWR CHILLED WATER RETURN AUTOMATIC AIR VENT CWS CONDENSER WATER SUPPLY ANGLE VALVE - ELEVATION CWR CONDENSER WATER RETURN —Co-- ANGLE VALVE - PLAN GWS GEOTHERMAL WATER SUPPLY O BALL VALVE — GWR GEOTHERMAL WATER RETURN Cif-- BALL VALVE W/ MEMORY STOP GS GLYCOL SUPPLY � � I BUTTERFLY VALVE GR GLYCOL RETURN BUTTERFLY VALVE W/ MEMORY STOP HWS HEATING HOT WATER SUPPLY MOTORIZED BUTTERFLY VALVE HWR HEATING HOT WATER RETURN PRESSURE INDEPENDENT CHARACTERIZED CONTROL VALVE (PICCV) HPWS HEAT PUMP WATER SUPPLY CALIBRATED BALANCING VALVE (CIRCUIT SETTER) HPWR HEAT PUMP WATER RETURN CONTROL VALVE - 2 WAY MUW MAKE UP WATER CONTROL VALVE - 3 WAY PCHWS PROCESS CHILLED WATER SUPPLY CHECK VALVE PCHWR PROCESS CHILLED WATER RETURN DRAIN OFF VALVE (BALL VALVE W/ � O � HOSE BIBB, CAP, &CHAIN) CD CONDENSATE DRAIN FLOAT OPERATED VALVE RL REFRIGERANT LIQUID PRESSURE INDEPENDENT FLOW RS REFRIGERANT SUCTION CONTROL VALVE (FLOW LIMITER) FLOW METER LPS LOW PRESSURE STEAM FLOW METER - VENTURI LPR LOW PRESSURE CONDENSATE RETURN FLOW SWITCH HPS HIGH PRESSURE STEAM VALVE (2" AND SMALLER -BALL VALVE, HPR HIGH PRESSURE CONDENSATE RETURN LARGER THAN 2"-BUTTERFLY VALVE) MANUAL AIR VENT PC PUMPED STEAM CONDENSATE DOUBLE LINE PIPE RISE CI<> PRESSURE REDUCING VALVE PRESSURE SUSTAINING VALVE SINGLE LINE PIPE RISE 0 DOUBLE LINE PIPE DROP PRESSURE GAUGE PRESSURE GAUGE W/ COIL SIPHON SINGLE LINE PIPE DROP PUMP (TRIANGLE INDICATES FLOW DIRECTION) c— PIPE TEE OFF THE TOP QUICK CLOSING VALVE, FUSIBLE LINK PIPE TEE OFF THE BOTTOM .. PIPE TEE OFF THE SIDE QUICK OPENING VALVE SAFETY RELIEF VALVE BLIND FLANGE SOLENOID VALVE � I END CAP STRAINER W/ BLOWDOWN VALVE. HOSE PIPE BREAK BIBB, & CAP FOR 3/4". (USE GATE VALVE DIRT LEG (MINIMUM 6") FOR STEAM) STEAM TRAP J_� CO CLEAN OUT THERMOSTATIC AIR VENT (STEAM ONLY) DIRECTION OF FLOW THERMOMETER REDUCER - CONCENTRIC T PETE'S PLUG (TEST WELL) REDUCER - ECCENTRIC -� UNION L FLEXIBLE CONNECTION VACUUM BREAKER PIPE ANCHOR 7` PIPE GUIDE EXPANSION JOINT DEMOLITION < C > CAP EXISTING - DEMOLITION PIPING < X > EXISTING TO REMAIN DEMOLITION EQUIPMENT OR DUCT < R > EXISTING TO BE REMOVED DEMOLITION DUCT < RL > EXISTING TO BE RELOCATED SUPPLY DIFFUSER DEMOLITION < NL > EXISTING - NEW LOCATION RETURN REGISTER/GRILLE DEMOLITION EXHAUST REGISTER/GRILLE DEMOLITION 6 AIR SYSTEM LEGEND RECTANGULAR SUPPLY/ OUTSIDE AIR DUCT UP CFM SPACE PRESSURIZATION ARROW RECTANGULAR SUPPLY/ OUTSIDE AIR DUCT DOWN UC�- UNDERCUT DOOR AIRFLOW RECTANGULAR RETURN/ RELIEF AIR DUCT UP SUPPLY AIRFLOW ARROW -J-� RECTANGULAR RETURN/ RELIEF AIR DUCT DOWN 1� RETURN OR EXHAUST AIRFLOW ARROW RECTANGULAR EXHAUST AIR DUCT UP RECTANGULAR EXHAUST AIR DUCT DOWN 1\71 CEILING DIFFUSER (SUPPLY) RETURN AIR GRILLE OR REGISTER ROUND SUPPLY/ OUTSIDE AIR DUCT UP ROUND SUPPLY/ OUTSIDE AIR DUCT DOWN EXHAUST AIR GRILLE OR REGISTER DIFFUSER WITH FLOW DIRECTION. NO FLOW ARROWS INDICATES ROUND RETURN/ RELIEF AIR DUCT UP ROUND RETURN/ RELIEF AIR DUCT DOWN I VSTANDARD 4-WAY PATTERN. SIDE WALL GRILLE ROUND EXHAUST AIR DUCT UP O X HUMIDITY SENSOR OR HUMIDISTAT AND NUMBER ROUND EXHAUST AIR DUCT DOWN DUCT WITH LINING OR SOUND INSULATION MOTORIZED CONTROL DAMPER FOR Q X X O X SENSOR AND NUMBER SWITCH AND NUMBER TEMPERATURE SENSOR OR THERMOSTAT r M ALL- ROUND AND RECTANGULAR DUCT & ZONE NUMBER r - BDD BACKDRAFT DAMPER FOR ROUND AND X TEMPERATURE SENSOR OR THERMOSTAT RECTANGULAR DUCT W/ VANDAL GUARD & ZONE NUMBER FID 0 FIRE DAMPER FOR ROUND AND YR REMOTE DAMPER OPERATOR RECTANGULAR DUCT (YOUNG REGULATOR) SMOKE DAMPER FOR ROUND AND DP DIFFERENTIAL PRESSURE SENSOR r�SD RECTANGULAR DUCT �-� F-SD� COMBINATION FIRE/SMOKE DAMPER FOR SD DUCT SMOKE DETECTOR ROUND AND RECTANGULAR DUCT VID� MANUAL VOLUME DAMPER FOR ROUND SP STATIC PRESSURE SENSOR --�- AND RECTANGULAR DUCT FLEXIBLE CONNECTION CO CARBON MONOXIDE SENSOR CO CARBON DIOXIDE SENSOR NITROGEN DIOXIDE SENSOR CONTROL DIAGRAM LEGEND FSD MOTORIZED DAMPER - FIRE/ SMOKE ENTHALPY SENSOR DAMPER, 2 POSITION, SPRING CLOSED H H L HIGH LIMIT HUMIDITY - SWITCH 3-WAY CONTROL VALVE TLL LOW LIMIT THERMOSTAT - SWITCH THL HIGH LIMIT THERMOSTAT - SWITCH 2-WAY CONTROL VALVE SP DIFFERENTIAL STATIC PRESSURE SENSOR DP DIFFERENTIAL PRESSURE SENSOR BUTTERFLY CONTROL VALVE (ANALOG) DPS DIFFERENTIAL PRESSURE SWITCH 2 POSITION ACTUATOR SHL STATIC PRESSURE - HIGH LIMIT SWITCH M� MODULATING ACTUATOR SLL STATIC PRESSURE - LOW LIMIT SWITCH 2SC 2 POSITION - SPRING CLOSED FM FLOW METER 2S0 2 POSITION - SPRING OPEN CT CURRENT TRANSDUCER SENSOR (ANALOG) MSC MODULATING - SPRING CLOSED CTS CURRENT TRANSDUCER SWITCH MSO MODULATING - SPRING OPEN [R] RELAY FLOATING - 24VAC M O RELAY CONTACTOR - OPEN WITH NO T CONTROL POWER TO ROOM TEMPERATURE SENSOR 0 RELAY CONTACTOR - CLOSED WITH NO CONTROL POWER O ROOM HUMIDITY SENSOR TRANSFORMER ROOM THERMOSTAT FUSE C�T PIPE TEMPERATURE SENSOR _17L_ TWISTED PAIR MULTI -SIGNAL CONTROL WIRING DUCT TEMPERATURE SENSOR DUCT MOUNTED SMOKE DETECTOR —� 0) (S) SUPPLY DUCT MOUNTED w l SERPENTINE TEMPERATURE SENSOR S P (R) RETURN DUCT MOUNTED (1) IONIZATION (P) PHOTOELECTRIC DUCT HUMIDITY SENSOR TAGS AND CALL OUT SYMBOLS EQUIP EQUIPMENT REQUIRING ELECTRICAL A REVISION CALLOUT # SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. 0 KEYNOTE CALLOUT EQUIP EQUIPMENT NOTREQUIRING ELECTRICAL POINT OF CONNECTION SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. e POINT OF DEMARCATION SECTION CALLOUT 1 SECTION DESIGNATION SHEET NUMBER )()()( A DETAIL CALLOUT DETAIL DESIGNATION )()()( SHEET NUMBER 3 THIS SHEET ISSUED IN ITS ENTIRETY E 0 C B A 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 NO twe - www.exp.com •� �i Project #: 21000928 `• Cert of Auth: 29701 exp, PROJECT FOR ADVENT HEALTH ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 1 i i 3 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19,2021 IADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042.20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY Author LEGEND SCALE/ 12" = V-0" Q N TZ N O N 4 2 3 4 5 6 PROJECT NORTH m=000 Project Status E C C B R A 1 2 3 4 5 6 — GENERAL NOTES: 1 PROJECT A SCOPE OF WORK: EXISTING DIFFUSERS AND DUCTWORK TO REMAIN. REBALANCE AIR. 2 PROJECT B SCOPE OF WORK: EXISTING DIFFUSERS AND DUCTWORK TO REMAIN. REBALANCE AIR. 3 PROJECT C SCOPE OF WORK: EXISTING DIFFUSERS AND DUCTWORK TO REAMIN. REBALANCE AIR. 4 PROJECT D SCOPE OF WORK: NEW DIFFUSERS AND NEW BRANCH RUNOUTS NEEDED TO CONVERT INTO EXAM ROOMS. REDISTRIBUTION OF SUPPLY AND EXHAUST AIR. 5 PROJECT E SCOPE OF WORK: EXISTING DIFFUSERS AND DUCTWORK TO REAMIN. REBALANCE AIR. 6 PROJECT F SCOPE OF WORK: EXISTING DIFFUSER RELOCATAED AND DUCTWORK TO REMAIN. A�=WILL NEED NEW DIFFUSERS AND ALL OFFICES WILL NEED TO REBALANCE AIR. 8 PROJECT G SCOPE OF WORK: ADD EXHAUST DUCTWORK AND DIFFUSER INTO THIS PROJECT AREA. REBALANCE SUPPLY AIR. 9 PROJECT H SCOPE OF WORK: EXISTING DIFFUSERS AND DUCTWORK TO REMAIN. REBALANCE AIR. 10 PROJECT I SCOPE OF WORK: ADJUST EXHAUST AND SUPPLY AIR IN THESE EXAM ROOMS AND REBALANCE SUPPLY. CONTRACTOR TO VERIFY TLT 115 HAS EXISTING EXHAUST SERVING THE SPACE. PROJECT PROJECT — AREA H PROJECT AREA A 7 OVERALL PLAN - NEW WORK - MECHANICAL 1 /8" = V-0" A PROJECT AREA C PROJECT AREA AREA D 34"x14" (E) RA DN TO AHU-6 IN BASEMENT 42"x14" (E) SA DN TO AHU-6 IN BASEMENT (E) - RG 180 (E) - EG 140 —PROJECT (E) AREA E SD 140 GENERAL DEMOLITION NOTES: 1 THE DEMOLITION PLAN IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. EXISTING EQUIPMENT, STRUCTURE, DUCTWORK, ETC. LOCATED ON DRAWING WERE DERIVED FROM EXISTING DRAWINGS AND LIMITED FIELD OBSERVATIONS. THIS DRAWING MAY NOT BE ALL INCLUSIVE OF SERVICES THAT EXIST IN THE PROJECT AREA. CONTRACTOR SHALL VERIFY SERVICES AND LOCATIONS PRIOR TO ANY DEMOLITION WORK. ANY DEVIATIONS IMPACTING WORK SHOWN ON THESE DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT AND ENGINEER PRIOR TO BEGINNING DEMOLITION. 2 ALL MECHANICAL SYSTEMS SERVING OTHER SPACES OR FLOORS THAT RUN THROUGH THE PROJECT AREA SHALL REMAIN ACTIVE DURING CONSTRUCTION SO AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES. 4 CONTRACTOR SHALL PROVIDE MECHANICAL WORK FOR PHASING AS REQUIRED OR DIRECTED BY THE ARCHITECT, REFER TO ARCHITECTURAL PHASING PLAN, TEMPORARY MECHANICAL SERVICES SHALL BE PROVIDED WHEN NEW WORK AFFECTS SERVICES NEEDING TO REMAIN ACTIVE. 5 CAP SUPPLY AND RETURN AIR DUCTS TO CONSTRUCTION ZONE TO PREVENT RETURN FROM THE CONSTRUCTION ZONE. MINIMIZE SUPPLY AIR PROVIDED TO CONSTRUCTION ZONE. 5 ALL WORK SHALL BE SCHEDULED AND COORDINATED JOINTLY WITH ADVENT HEALTH ZEPHYRHILLS. A DETAILED JOB TIMELINE SHALL BE ESTABLISHED AND SUBMITTED FOR REVIEW AND APPROVAL. 6 REFER TO ARCHITECTURAL FOR ADDITION DEMOLITION REQUIREMENTS. 7 PRIOR TO DEMOLITION WORK PROVIDE TEST AND BALANCE READINGS OF EXISTING SYSTEMS INDICATED TO BE PART OF RENOVATION. SUBMIT REPORT FOR ENGINEER'S REVIEW. REPORT TO INCLUDE TEST DATA FOR EACH SYSTEM INCLUDING TEST DATA FOR PART OF THE SYSTEM BOTH WITHIN AREA BEING RENOVATED AND OUTSIDE RENOVATED AREAS AND ASSOCIATED FANS AND AIR HANDLERS TO DOCUMENT EXISTING CONDITIONS, VENTILATION RATES AND POSSIBLE SYSTEM MODIFICATIONS TO MEET NEW DESIGN REQUIREMENTS. RJ UR 150 (E) Fr WZATA OVERALL PLAN - DEMOLITION - MECHANICAL 1 /8" = V-0" (E) EF-12 & (E) (E) SD 300 34"x14" (E) RA DN TO AHU-6 IN BASEMENT 42"x14" (E) SA DN TO HU-6 IN BASEMENT (E) G 00 (E) A KEY NOTES 050 PROPOSED LOCATION OF ROOM PRESSURE MONITOR PER FACILITY ICRA. 0 051 PROPOSED LOCATION OF TEMPORARY NEGATIVE AIR MACHINE WITH HEPA FILTRATION TO MAINTAIN NEGATIVE PRESSURE AT CONSTRUCTION ZONE. FAN CRITERIA: TEMPORARY NEGATIVE AIR EXHAUST MACHINE WITH MERV 17 FILTERS AND CARBON FILTERS IF REQUIRED BY ICRA. UNIT SHALL BE EQUAL TO HEPA-AIRE PAS1200HC (VARIABLE SPEED -150 CFM TO 1000 CFM). PROVIDE ADDITIONAL FANS AS REQUIRED TO MAINTAIN ADEQUATE NEGATIVE PRESSURE. REFER TO CONSTRUCTION CONFINEMENT SYSTEM DETAIL FOR AIR SCRUBBER E DISCHARGE. COORDINATE WITH FACILITY ICRA. 052 PROPOSED LOCATIONS OF PHASED TEMPORARY CONSTRUCTION BARRIERS TO ISOLATE RENOVATION WORK FROM CONSTRUCTION ZONES. FIRE RATED AS PER ARCHITECTURAL DEMOLITION PLAN. 701 DIFFUSER TO BE RELOCATED. DEMOLISH AND PATCH RUNOUT. 702 EXISTING DIFFUSER RELOCATED IN CEILING GRID. 703 PROVIDE PRE -DEMOLITION SUPPLY / RETURN / EXHAUST AIRFLOW READINGS AT THESE BRANCH DUCT OR AIR DISTRIBUTION DEVICE LOCATIONS. UPON NEW CONSTRUCTION COMPLETION, TAB CONTRACTOR SHALL BALANCE TO PRE -DEMOLITION VALUES. IC B 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 bee www.exp.com • 94 Project #: 21000928 `• Cert of Auth: 29701 xpe PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth (E) Fr WZATA OVERALL PLAN - DEMOLITION - MECHANICAL 1 /8" = V-0" (E) EF-12 & (E) (E) SD 300 34"x14" (E) RA DN TO AHU-6 IN BASEMENT 42"x14" (E) SA DN TO HU-6 IN BASEMENT (E) G 00 (E) A KEY NOTES 050 PROPOSED LOCATION OF ROOM PRESSURE MONITOR PER FACILITY ICRA. 0 051 PROPOSED LOCATION OF TEMPORARY NEGATIVE AIR MACHINE WITH HEPA FILTRATION TO MAINTAIN NEGATIVE PRESSURE AT CONSTRUCTION ZONE. FAN CRITERIA: TEMPORARY NEGATIVE AIR EXHAUST MACHINE WITH MERV 17 FILTERS AND CARBON FILTERS IF REQUIRED BY ICRA. UNIT SHALL BE EQUAL TO HEPA-AIRE PAS1200HC (VARIABLE SPEED -150 CFM TO 1000 CFM). PROVIDE ADDITIONAL FANS AS REQUIRED TO MAINTAIN ADEQUATE NEGATIVE PRESSURE. REFER TO CONSTRUCTION CONFINEMENT SYSTEM DETAIL FOR AIR SCRUBBER E DISCHARGE. COORDINATE WITH FACILITY ICRA. 052 PROPOSED LOCATIONS OF PHASED TEMPORARY CONSTRUCTION BARRIERS TO ISOLATE RENOVATION WORK FROM CONSTRUCTION ZONES. FIRE RATED AS PER ARCHITECTURAL DEMOLITION PLAN. 701 DIFFUSER TO BE RELOCATED. DEMOLISH AND PATCH RUNOUT. 702 EXISTING DIFFUSER RELOCATED IN CEILING GRID. 703 PROVIDE PRE -DEMOLITION SUPPLY / RETURN / EXHAUST AIRFLOW READINGS AT THESE BRANCH DUCT OR AIR DISTRIBUTION DEVICE LOCATIONS. UPON NEW CONSTRUCTION COMPLETION, TAB CONTRACTOR SHALL BALANCE TO PRE -DEMOLITION VALUES. IC B 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 bee www.exp.com • 94 Project #: 21000928 `• Cert of Auth: 29701 xpe PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth 3 APRIL 14, 2021 AS] No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19,2021 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-20.164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY Author 0 M a N� I S � s r .. A �, STATE OF ... 21 OVERALL PLAN - DEMOLITION & NEW A WORK - MECHANICAL 1 /8" =1'-0" ).:f 1 2 K 4 5 r -- PROJECT NORTH mmi 00 Project Status E I C B A 2 3 3 4 5 AHU-6 VENTILATION TABULATION - FGI (2018) ASHRAE 170 (2017) GUIDELINES CLG FLR ASHRAE 170 ROOM ROOM MAP LOAD ROOM HGT. AREA VOLUME EA FILTER PRES. CODE CFM ACTUAL CFM BALANCE O.A. TA NO. NO. NO. NAME (FT.) SF (CU. FT.) % TYPE A.C. A.C. (Transfer) 25 T.A. O.A. E.A. S.A. R.A. E.A. Exfil 9 (pos = out) 104 1 Exam 1 9.0 91 819 0% 90% NTRL 2.0 6.0 82 27 0 100 100 0 0 105 2 Exam 2 9.0 93 837 0% 90% NTRL 2.0 6.0 84 28 0 100 100 0 0 0 106 3 Exam 3 9.0 93 837 0% 90% NTRL 2.0 6.0 84 28 0 100 100 0 0 0 107 4 Exam 4 9.0 91 819 0% 90% NTRL 2.0 6.0 82 27 0 100 100 0 0 0 108 5 Exam 5 9.0 93 837 0% 90% NTRL 2.0 6.0 84 28 0 100 100 0 0 0 109 6 Exam 6 9.0 90 810 0% 90% NTRL 2.0 6.0 81 27 0 100 100 0 0 0 110 7 Exam 7 9.0 106 954 0% 90% NTRL 2.0 6.0 95 32 0 100 100 0 0 0 113 8 Exam 8 9.0 112 1,008 0% 90% NTRL 2.0 6.0 101 34 0 110 0 110 0 0 114 9 Exam 9 9.0 98 882 0% 90% NTRL 2.0 6.0 88 29 0 100 0 100 0 0 116 10 Pool / Storage 9.0 656 5,904 0% 65% NTRL 0.0 0.0 0 39 0 300 300 0 0 0 118 11 Large Exam 1 9.0 255 2,295 0% 90% NTRL 2.0 6.0 230 77 0 230 230 0 0 0 r a ° 102B 13 NOT USED 9.0 0 0 0% 65% NTRL 0.0 0.0 0 0 0 0 0 0 0 0 102C 14 NOT USED 9.0 0 0 0% 65% NTRL 0.0 0.0 0 0 0 0 0 0 0 0 102D 15 NOT USED 9.0 0 0 0% 65% NTRL 0.0 0.0 0 0 0 0 0 0 0 0 102E 16 NOT USED 9.0 0 0 0% 65% NTRL 0.0 0.0 0 0 0 0 0 0 0 0 121 17 Staff Work 9.0 95 855 0% 65% NTRL 0.0 0.0 0 10 0 100 100 0 0 0 122 18 Staff Work 9.0 124 1,116 0% 65% NTRL 0.0 0.0 0 12 0 120 120 0 0 0 1 3 19 O en G 9 0 78 7 101 0% 65Z�o NTRL 0.0 .0 0 79 0 1, 25 1 12 325 0 -1 5 10 Ita s 9. 9 1 O o R 0 3 1 0 0 1 102A 21 Vitals TLT 8.0 23 184 100% 65% NEG 0.0 0.0 0 0 75 0 0 100 0 -100 126 22 TLT 8.0 23 184 100% 65% NEG 0.0 0.0 0 0 75 0 1 0 75 0 -75 127 23 Office 9.0 135 1,215 0% 65% NTRL 0.0 0.0 0 14 0 130 130 0 0 0 128 24 Office 9.0 148 1,332 0% 65% NTRL 0.0 0.0 0 15 0 130 130 0 0 0 129 25 Office 9.0 142 1,278 0% 65% NTRL 0.0 0.0 0 14 0 130 130 0 0 0 130 26 Office 9.0 157 1,413 0% 65% NTRL 0.0 0.0 0 16 0 140 140 0 0 0 201 27 Waiting 9.0 430 3,870 0% 65% NTRL 0.0 0.0 0 194 0 500 500 0 0 0 202 28 Reception 9.0 123 1,107 0% 65% NTRL 0.0 0.0 0 12 0 150 150 0 0 0 100 29 Passage 9.0 751 6,759 0% 90% NTRL 0.0 2.0 225 0 0 200 250 0 0 -50 15 30 TLT 8.0 47 376 100% 65% NEG 0.0 0.0 0 0 75 0 0 75 0 -75 AHU-6 AIR BALANCE SCHEDULE SYSTEM EXISTING CFM DURING CCFM RUCTION FINAL CFM AHU-6 SUPPLY 4,900 0 4,900 AHU-6 RETURN 3,900 0 3,900 AHU-6 OUTSIDE AIR 1,000 0 1,000 EF-7 EXHAUST 825 0 690 EF-12 EXHAUST 325 0 310 SYSTEM BALANCE -150 0 0 NOTES: 1 EXISTING AIRFLOWS LISTED ABOVE ARE BASE ON AS -BUILT DOCUMENTS, T&B CONTRACTOR TO VERIFY AIRFLOWS PRIOR TO DEMOLITION OR NEW CONSTRUCTION. 2 PROVIDE NEW MERV-8 AND MERV-14 FILTERS FOR AHU-6. 3 CONFIRM AHU-6 AND INTERLOCKED FANS EF-7 & EF-12 SHUT DOWN ON FIRE ALARM. AIR DISTRIBUTION SCHEDULE OPPOSED TAG TYPE CFM NECK SIZE FACE SIZE 1 BLADE MATERIAL FINISH MANUFACTURER/ MODEL IMAGE ACCESSORIES 1 LENGTH DAMPER DESCRIPTION CONFIGURATION (YIN) 0-90 6x6 / 6" o 24x24 91-200 9x9 / 8"0 24x24 CEILING DIFFUSER 201-300 12xl2110"o 24x24 S-1 SUPPLY 301 450 15x15 112"0 24x24 Y ALUMINUM WHITE TITUS TDC-AA SQUARE LOUVERED 451-600 18xl8114"o 24x24 ,f FACE "FLUSH FACE" 601-700 18xl8/16"0 24x24 0-90 6"o 24x24 R-1 / E-1 RETURN I 91-200 8"o 24x24 N ALUMINUM WHITE TITUS PAR -AA $- CEILING DIFFUSER EXHAUST 201-300 10"o 24x24 r Fy PERFORATED FACE 0-250 10x10 12x12 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 12xl2 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 FIRE RATED CEILING, PROVIDE DIFFUSER WITH MANUFACTURER'S FIRE RATED OPTION. 8. FOR CEILING MOUNTED RETURN/EXHAUST GRILLES, PROVIDE MINIMUM 3" PLENUM BEHIND GRILLE. 6 0 E 0 C B A chapuis design group arch itecture. pa 510 VONDERBURG DR. SUITE 216 BRANDON1 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 •� Is Project #: 21000928 ex Cert of Auth: 29701 • PROJECT FOR ADVENT HEALTH - ZEPHYRH I LLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 7 4 N d 111 �� iil t R 3 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 _ AHCA STAGE 3 DOCUMENT SET 1 FEB.19,2021 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY Author SCHEDULES SCALE 1 2 3 4 5 6 PROJECT NORTH M=600 Project Status N C 2 E C 1 2 3 4 5 6 - TEMPORARY PARTITION OR EXISTING WALL VESTIBULE PER 24X24 LAY -IN DIFFUSER FACILITY ICRA CONSTRUCTION ZONE OCCUPIED AREA; DIPS -0.01" TO -0.03" Jay PORTABLE AIR SCRUBBER TRANSFER AIR BACK TO CONSTRUCTION ZONE WITH HEPA FILTRATION O DIFFERENTIAL PRESSURE INDICATOR J "BALL IN THE WALL" PER FACILITY ICRA TEMPORARY PARTITION OR EXISTING WALL � CONSTRUCTION CONFINEMENT SYSTEM NTS WALL THICKNESS VARIES SEE ARCHITECTURAL PLANS STEEL RETAINING ANGLES MINIMUM 1-1/2 x 1-1/2 (16 GA.) OVER LAP BY 1" MIN. FACTORY SLEEVE FUSIBLE LINK DUCT DAMPER RETAINING ANGLE SHALL NOT BE ANCHORED TO WALL VERTICAL FIRE DAMPER NTS BRANCH CONNECTION, REFER TO DETAIL. PROVIDE VOLUME DAMPER, LOCKING HAND SUPPLY DUCT QUADRANT, & STANDOFF HANDLE FOR INSULATE AS PER EXTERNALLY INSULATED DUCTS. SPECIFICATIONS. HANGER (TYP.) TRANSITION (IF REQ'D.) r/D > 1.5 BRANCH DAMPER FOR COORDINATE DIFFUSER MOUNTING A AIR BALANCE ADJUSTMENTS. TYPE WITH CEILING TYPE. FIRE RATED PARTITION STEEL ANGLE ON ALL SIDES EXPANSION CLEARANCE SECURE RETAINING ANGLE TO SLEEVE WITH NO. 10 SCREWS 8" O.C. TYPICAL. AIR FLOW DIRECTION ACCESS DOOR (LABEL AS FIRE DAMPER) BREAKAWAY DUCT CONN. TO SLEEVE. "PICTURE FRAME" FRAMING AROUND ALL OPENINGS IN METAL STUD WALLS PER SMACNA GUIDELINES. 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. NOTES: 1. DAMPERS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION REQUIREMENTS. 2. DAMPERS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE U.L. REQUIREMENTS. 3. PRODUCT TO MEET REQUIREMENTS SET IN UL LISTING 555. 4. VERTICAL DAMPER SHOWN - HORIZONTAL INSTALLATION SIMILAR EXCEPT WITH SPRING LOADED DAMPER. 5. DAMPER BLADES SHALL BE OUT OF AIRSTREAM TYPE "B" (SEE SMACNA FIRE DAMPER AND HEAT STOP GUIDE - 2ND EDITION PAGE 9 OR NEWER VERSION IF APPLICABLE) WITH 100% FREE AREA. WHEN DUCT DIMENSIONS REQUIRE MULTIPLE DAMPER SECTIONS, TYPE "A" MAY BE USED. 6. WALL OPENINGS TO BE DUCT DIMENSIONS PLUS 1/8" PER FOOT. 7. FIRE DAMPER ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 8. GENERAL CONTRACTOR SHALL COORDINATE CEILING ACCESS DOORS AS REQUIRED TO ACCESS DAMPER. 9. ACCESS DOORS IN DUCT. ACCESS DOOR SHALL BE PROVIDED IN DUCT AND SHALL BE OF ADEQUATE SIZE AND LOCATION TO PERMIT MAINTENANCE & RESETTING OF DAMPER. 10. MANUFACTURER'S PRINTED INSTRUCTIONS SHALL BE MADE AVAILABLE TO INSPECTING AUTHORITIES. 11. USE ONLY STATE OF CALIFORNIA FIRE MARSHALL LISTED FIRE DAMPERS & INSTALL IN ACCORDANCE WITH STATE FIRE MARSHALL LISTING NO.3225-245:005 & U.L. STANDARD 555S. EXTERNALLY INSULATED ROUND SHEET METAL DUCT TO DIFFUSER SAME SIZE AS DIFFUSER NECK EXCEPT WHERE INDICATED. PROVIDE METAL DUCT TRANSITION FOR SQUARE 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. NOTES: 1. THIS DETAIL ALSO APPLIES TO RETURN & EXHAUST. 2. VISIBLE INSIDES OF DUCT SHALL BE PAINTED FLAT BLACK. 3. FOR BRANCHES OFF ROUND OF FLAT DUCT, USE SADDLE TYPE CONNECTION. 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. PROVIDE RIGID DUCT FOR CRITICAL CARE AREAS - OPERATING ROOMS, DELIVERY ROOMS, & CRITICAL CARE UNITS. 6. PROVIDE CEILING GRID CLIPS AT TWO DIAGONALLY OPPOSITE CORNERS OF GRILLE. 15' MAX. 150 MAX. l�l�l�J�11 ,P1f DUCT TRANSITION NTS SEE NOTE THREAC HANGEF 1ANIZED HA UNISTRI ANGLE INUOUS HANGER STRAP AROUND DUCT NOTES: 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SQ. FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED 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 MAY BE USED. BAND 2 DUCT HANGER SUPPORT NTS NOTES: 1. VOLUME DAMPERS AND LOW LOSS FITTINGS MAY OR MAY NOT BE INDICATED ON THE PLANS. THEY ARE REQUIRED EVEN IF NOT SHOWN. CONICAL BRANCH DUCT TAP OFF OF RECTANGULAR OR ROUND MAIN DUCT - SHOE TAP FITTING. SADDLE TYPE IF CONNECTING TO ROUND OR FLAT OVAL MAIN. RECTANGULAR TO ROUND BRANCH CONNECTIONS WHEN REQUIRED BY MAIN DUCT SHAPE MAIN DUCT TRAPEZE HANGERS S' 36" DIA. MAX. TAPERED CONNECTION 45' ANGLE (IF BRANCH DUCT IS RECTANGULAR) L=1/4 W; 4" MIN PROVIDE VOLUME DAMPER AT ALL BRANCH TAKE -OFFS. PROVIDE STANDOFF HANDLE FOR EXTERNALLY INSULATED DUCT. PROVIDE LOCKING HAND QUADRANT. PROVIDE 12" OF ORANGE SURVEYOR'S TAPE FOR EASE OF MANUAL VOLUME DAMPER IDENTIFICATION (TYP). �W RECTANGULAR BRANCH DUCT TAP L OFF OF RECTANGULAR MAIN DUCT -EXTERNAL INSULATION SUPPLY AIR - RETURN/EXHAUST AIR A THIS SHEET ISSUED IN 3 ITS ENTIRETY F; B A 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 #: 21000928 ex Cert of Auth: 29701 • PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 3 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19,2021 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY Author •'- O. I S � 4 s+ A , STATE OF •�" IIAL DETAILS 12" =1'-0" ACEILING DIFFUSER -RIGID DUCT 7 NTS 3 4 BRANCH DUCT NTS 6 PROJECT NORTH M=700 Project Status E IC C B G 2 PLUMBING FIXTURES TAG FIXTURE DESCRIPTION MANUFACTURER & MODEL NUMBER PART DESCRIPTION ELECTRICAL S-1 SINK ELKAY - BLR15 SINGLE BOWL DROP -IN SINK 15" x 15" x 17-1/8". ZURN Z831 C4-XL-1 8F FAUCET; WIDESPREAD, GOOSENECK SPOUT WITH 1.5 GPM LAMINAR FLOW SPOUT, 4" WRIST BLADE HANDLES, CHROME PLATED FINISH. ZURN Z8804-LRLK-PC 3/8" ANGLE STOP, LOOSE KEY ZURN Z8702 1 1/2" 17 GAUGE P-TRAP WITH CLEANOUT. ELKAY LK-35 1 1/2" DRAIN OUTLET WITH BASKET STRAINER. ZURN Z8747... 1 1/2" OFFSET TAILPIECE. S-2 SINK ELKAY - DLFR181810 SINGLE BOWL DROP -IN SINK 19" x 18" x 10-1/8". ZURN Z831 C4-XL-1 8F FAUCET; WIDESPREAD, GOOSENECK SPOUT WITH 1.5 GPM LAMINAR FLOW SPOUT, 4" WRIST BLADE HANDLES, CHROME PLATED FINISH. ZURN Z8804-LRLK-PC 3/8" ANGLE STOP, LOOSE KEY ZURN Z8702 1 1/2" 17 GAUGE P-TRAP WITH CLEANOUT. ELKAY LK-35 1 1/2" DRAIN OUTLET WITH BASKET STRAINER. ZURN Z8747 1 1/2" OFFSET TAILPIECE. 2 WC-1 WATER CLOSET AMERICAN STANDARD 3043.001 TOILET; VITEROUS CHINA, ELONGATED BOWL, TOP SPUD, FLOOR OUTLET W/BOLT CAPS. LIP HEIGHT +16.50" AFF. ADA WATER CLOSET SLOAN ROYAL 110 -1.6 FLUSH VALVE; DIAPHRAGM TYPE, MANUAL FLUSH, ANGLE STOP, SWEAT SOLDER ADAPTER, WALL FLANGE WITH SET SCREW, VACUUM BREAKER PUBLIC AND SOLID RING WALL SUPPORT. 1.6 GAL./FLUSH. SHALL BE SUPPLIED WITH ANTI -MICROBIAL HANDLE. BEMIS 19558STF TOILET SEAT; WHITE, HEAVY DUTY COMMERCIAL, ANTI -MICROBIAL SOLID PLASTIC, OPEN FRONT WITHOUT COVER, STAINLESS STEEL CHECK HINGE L-1 LAVATORY AMERICAN STANDARD 0355.012 LAVATORY; VITREOUS CHINA, 20"x 18", WALL HUNG, CONCEALED ARM SUPPORT ZURN Z812A4-XL-22F FAUCET; 4" CENTERSET, DECK MOUNTED, GOOSENECK RIGID SPOUT, 4" WRIST BLADE HANDLES, 1.0 GPM LAMINAR FLOW. CHROME PLATED FINISH. ZURN - ZW1070XL MIXING VALVE - ASSE 1070 POINT OF USE MIXING VALVE. PLUMBEREX X4444 INSULATION; FOR OFFSET P-TRAP, WATER SUPPLIES AND STOPS ZURN Z8804-LRLK-PC 3/8" ANGLE STOP, LOOSE KEY. ZURN Z8700 1 1/4" 17 GAUGE P-TRAP WITH CLEANOUT. ZURN Z1231 FLOOR MOUNTED CARRIER FOR SINGLE LAVATORIE. ZURN Z8746 PERFORATED GRID STRAINER WITH 1 1/4" OFFSET TAILPIECE GENERAL NOTES: A. REFER TO ARCHTIECTURAL AND INTERIOR DESIGN DRAWINGS FOR ALL DIMENSIONS AND MOUNTING HEIGHTS. B. ALL PLUMBING FIXTURES SHALL MEET LOCAL CODE REQUIREMENTS FOR WATER CONSUMPTION AND ACCESSIBILITY. C. ALL ADA SINKS AND LAVATORIES WITH EXPOSED SUPPLIES AND TRAPS SHALL BE PROVIDED WITH UNDER -SINK ADA PROTECTIVE INSULATION. D. ALL EXPOSED PLUMBING FITTINGS AND CONNECTIONS SHALL MATCH TRIM FINISH IN PUBLIC SPACES. WATER HAMMER ARRESTORS MARK AA A B C D E F MAXIMUM FIXTURE UNITS 3 11 32 60 113 154 330 MAXIMUM PRESSURE RATING 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'. FIXTURE CONNECTIONS FIXTURE WASTE VENT TTRAP COLD HOT NOTES WATER CLOSET (FLUSH VALVE) 4" 2" INTEGRAL 1-1/4" - - LAVATORY 2" 1-1/2" 1-1/4" 1/2" 1/2" - SINK 2" 1-1/2" 1-1/2" 112" 1/2" - 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. NOTES: 3 PLUMBING GENERAL NOTES: 1 CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM ALL WORK IN STRICT ACCORDANCE WITH THE 2020 FLORIDA BUILDING CODE AND ALL APPLICABLE LOCAL CODES AND ORDINANCES. 2 CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL CODES AND REGULATIONS. 3 ALL WASTE PIPING 2-1/2" AND SMALLER SHALL HAVE A 1/4" PER FOOT SLOPE. ALL WASTE PIPING 3" AND ABOVE SHALL HAVE A 1/8" PER FOOT SLOPE. 5 CONTRACTOR SHALL CORRDINATE WORK WITH OTHER TRADES. ANY ADJUSTMENTS THAT ARE NEEDED WILL BE NOTED ON THE FIELD RECORD SET OF DRAWINGS. 6 CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND CONNECTING ALL PIPING SYSTEMS AND NOTIFY THE ARCHITECT OF ANY DISREPANCIES. 7 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF PIPING AND PENETRATIONS. 8 ALL WASTE LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 9 CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED. 10 ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 11 SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE PLUMBING DRAWINGS. 12 CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS FOR PIPING AND EQUIPMENT CONNECTIONS. 13 CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFCTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. 14 NOTIFY OWNER AT LEAST 24 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICE. SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR WORKING HOURS. 15 PIPING SHALL ESSENTIALLY BE ROUTED AND LOCATED AS INDICATED ON THE DRAWINGS; HOWEVER, ACTUAL PLACEMENT SHLL BE VERFIED BY CONFIRMING EXACT LOCATION OF STRUCTURES AND OTHER UTILITES IN THE FIELD AND BY CAREFUL LAYOUT PRIOR TO EXECUTION OF THE WORK. DRAWINGS ARE GENERALLY DIAGRAMMATIC. PIPING SHALL BE CONCEALED EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 16 UTILTY AND SERVICES INDICATED ARE OBTAINED FROM VARIOUS AS -BUILT RECORDS AND FIELD INVESTIGATIONS, UNFORESEEN CONDITIONS WILL EXIST. VERIFY LOCATION, SIZE, DIRECTION OF LOW AND INVERTS OF ALL EXISTING SITE UTILITES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF RECORD OF ANY DISCREPANCIES. 17 COORDINATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS BEFORE LAYING/INSTALLING PIPE WILL BE REQUIRED PRIOR TO COMMENCMENT OF WORK. 18 WALL BRACKETS, HANGERS, SUPPORTS, ETC. SHALL BE PROVIDED WHERE REQUIRED IN ACCORDANCE WITH THE BEST STANDARD PRACTICE OF THE TRADE AND AS PER CODE. ADDITIONAL SUPPORTS SHALL BE PROVIDED TO TRANSMIT LOADS TO THE MAIN STRUCTURE WHERE REQUIRED. 19 PROVIDE ACCESS PANELS FOR VALVES, TRAP PRIMER VALVES, AND WATER HAMMER ARRESTORS CONCEALED IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS. 20 DO NOT ROUTE PIPING OR DUCTWORK OVER ELECTRICAL PANELS. REFER TO NEC FOR CLEARANCE REQUIREMENTS. 21 ALL FLOOR DRAINS SHALL BE CONNECTED TO A TRAP PRIMER VALVE. INSTALL PER TRAP RIMER VALVE MANUFACTURER'S INSTALLATION REQUIREMENTS. 22 PLUMBING FIXTURES SHALL BE AS SPECIFIED AND SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FIXTURES SHALL BE COMPLETE WITH DRAINS, TRAPS, SUPPLIES AND ANY OTHER ACCESSORY REQUIRED FOR THE DEVICES FUNCTION. 23 PROVIDE BACKFLOW PROTECTION AT ALL EQUIPMENT CONNECTION AS REQUIRED BY THE PLUMBING CODE. ALL DEVICES SHALL BE CODE COMPLIANT AND CERTIFIED FOR THE SERVICE ASSOCIATED WITH THE LINE. 24 INSULATE ALL ADA LAVATORY WASTE AND SUPPLY PIPING WITH FACORY FORMED INSULATION COVERS EQUAL TO TRUEBRO HAND -LAVE GUARD. 25 COORDINATE ALL PIPE PENETRATIONS THROUGH STRUCTURAL COMPONENTS AND EXTERIOR PANELS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/ENGINEER OF ANY DEVIATIONS FROM DESIGN DRAWINGS. 26 PROVIDE BALL VALVES ON DOMESTIC HOT & COLD WATER PIPING TO ISOLATE FIXTURE GROUPS. 27 PROVIDE WATER HAMMER ARRESTORS IN ACCESSIBLE LOCAIOTNS ON PIPING SERVING FLUSH VALVES OR OTHER QUICK CLOSING VALVES. SIZE AND LOCATE PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 28 ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR APPROVED MATERIAL, 29 PROVIDE CLEANOUTS AS REQUIRED BY CODE. 30 PROVIDE COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS, FINISH TO MATCH FIXTURE TRIM OR AS REQUIRED BY ARCHITECT. 31 FIRESTOP ALL PENETRATIONS THROUGH FLOORS AND FIRE RTED WALLS WITH A UL LISTED FIRESTOPPING SYSTEM THAT IS EQUAL TO OR GREATER THAN THE ASSEMBLIES RATING. 32 ALL PIPE PENETRATIONS THROUGH WALLS, FLOORS AND PARTITIONS SHALL BE SEALED TO PREVENT MOISTURE AND RODENT INTRUSION. 33 PRESSURE TEST WASTE AND VENT PIPING SYSTEMS, FLUSH AND STERILIZE DOMESTIC WATER SYSTEM(S) IN COMPLIANCE WITH THE FLORIDA PLUMBING CODE AND AUTHORITES HAVING JURISDICTION. 34 INSULATE ALL HOT AND HOT WATER RETURN PIPING PER SPECIFICATIONS OR AS REQUIRED IN THE 2020 FLORIDA ENERGY CODE. 4 4 PLUMBING ABBREVIATIONS A/C ABOVE CEILING HVAC HEATING, VENTILATION, & AIR CONDITIONING ACFM ACTUAL CUBIC FEET PER MINUTE IE INVERT ELEVATION ADA AMERICANS WITH DISABILITIES ACT ID INSIDE DIAMETER AFF ABOVE FINISHED FLOOR INV INVERT AFG ABOVE FINISHED GRADE IN. HG INCHES MERCURY ANSI AMERICAN NATIONAL STANDARD INSTITUTE IN, W.C. INCHES WATER COLUMN AP ACCESS PANEL IVTR INDUSTRIAL VENT THROUGH ROOF ARCH ARCHITECT OR ARCHITECTURAL KW KILOWATT ASTM AMERICAN SOCIETY OF TESTING MATERIALS LB POUND BFF BELOW FINISHED FLOOR LWVTR LABORATORY WASTE VENT THROUGH ROOF BFV BUTTERFLY VALVE MAX MAXIMUM BHP BRAKE HORSEPOWER MBH THOUSAND BTU PER HOUR B/F BELOW FLOOR MECH MECHANICAL B/G BELOW GRADE MFR MANUFACTURER B/S BELOW SLAB MIN MINIMUM 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 EFF EFFICIENCY RPZ REDUCED PRESSURE ZONE BACKFLOW 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 EQUIP EQUIPMENT REQUIRING ELECTRICAL A 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 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 6 PLUMBING SYMBOL LEGEND C PIPING TURN DOWN OR DROP -Fi— WALL HYDRANT ^- PIPING TURN UP OR RISE UNION - PIPING TEE DOWN OR DROP PETE'S PLUG FS O PIPING TEE UP OR RISE FLOW SWITCH Ps CC P-TRAP PRESSURE SWITCH GATE VALVE AUTOMATIC AIR VENT --��-- CHECK VALVE EXPANSION JOINT I O i BALL VALVE PUMP MIXING VALVE- METER --I *I BUTTERFLY VALVE PRESSURE GAUGE WITH GAUGE COCK �� GLOBE VALVE VALVE ON PIPING RISE OR DROP P� DI< PRESSURE REDUCING VALVE AQUASTAT F PLUG VALVE TRAP PRIMER BACKFLOW PREVENTER 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 i 0 SOLENOID VALVE @ DRAIN RECEPTOR STRAINER 0 FLOOR DRAIN 0- FLOOR CLEAN OUT III AREA DRAIN WALL CLEAN OUT FLOOR SINK EXTERIOR CLEAN OUT O ROOF DRAIN C CAPPED PIPE / CLEAN OUT O SECONDARY ROOF DRAIN CONTINUATION (E) EXISTING -o� FLEXIBLE CONNECTION (PIPE) +- HOSE BIBB PLUMBING PIPING LEGEND —CWW— 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 - - KW— - KITCHEN WASTE BELOW FLOOR/GROUND CW COLD WATER LPG LIQUID PETROLEUM GAS —CWHP— COLD WATER HIGH PRESSURE G NATURAL GAS COMBINED STORM DRAIN ABOVE FLOOR HG NATURAL GAS - HIGH PRESSURE CSD— OR GROUND MG NATURAL 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— - FUEL OIL RETURN - — -S- — - 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 - — GW— - GRAY WATER BELOW FLOOR OR GROUND - — SECONDARY STORM DRAIN BELOW - —SSD— - FLOOR OR GROUND HN/ HOT WATER —SCW— SOFT COLD WATER —HW140— HOT WATER (140°F) —SHW— SOFT HOT WATER —HWR140— HOT WATER RETURN (1407) —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 ICW 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 —(SHWR— INDUSTRIAL NONPOTABLE SOFT HOT WO WASTE OIL WATER RETURN — WOV — WASTE OIL VENT — -IV- — INDUSTRIAL VENT INDUSTRIAL WASTE ABOVE FLOOR OR DEMOLITION PIPING � 7' IW GROUND DEMOLITION EQUIPMENT 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), PLUMBING THE FLORIDA BUILDING CODE - 7TH EDITION (2020), FUEL GAS THE FLORIDA BUILDING CODE - 7TH EDITION (2020), ACCESSIBILITY THE FLORIDA FIRE PREVENTION CODE - 7TH EDITION (2020) FGI GUIDELINES FOR DESIGN AND CONSTRUCTION OF HOSPITALS AND OUTPATIENT FACILITIES - 2018 EDITION NATIONAL FIRE PROTECTION ASSOCIATION NFPA 90A-2015 EDITION, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS NFPA 90B-2015 EDITION, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR CONDITIONING SYSTEMS NFPA 30-2015 EDITION, FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE NFPA 99-2018 EDITION, HEALTH CARE FACILITIES CODE NFPA 101-2015 EDITION, THE LIFE SAFETY CODE (FLORIDA-SPECIFIC EDITION) INDUSTRY STANDARDS AND TESTING COMPANIES UNDERWRITERS LABORATORIES INC. (UL) AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) AIR-CONDITIONING, HEATING, AND REFRIGERATION INSTITUTE (AHRI) AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) NOTE: THIS LIST IS NOT COMPREHENSIVE. THE CODES, GUIDELINES, AND STANDARDS NOT REFERENCED HERE MAY BE APPLICABLE TO THIS PROJECT. 3 THIS SHEET ISSUED IN ITS ENTIRETY L B A 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 01-0 www.exp.com •� •, `' • Project #: 21000928 ex Cert of Auth: 29701 • PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 3 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19,2021 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY Author IE o. Wig *13 ^ R " STATE OF LEGEND N O N 4 2 3 4 5 6 P=000 Project Status 2 E 0 C B F. 2 A , s ;s f 1 g£ S G car _ _ _ ___ w F€ �A .=4; .a F TLT t, £ WCRN2 -1 7- E s E W o0 00 I o0 ... I ...... «..,u..,„„,4. ... I' (E)2 CW :. ����� A ; - (E)1"HW G 3ate t EaL N .a.A - 3 E _ ro (E)1/2"HWR.. (E)1l2"HWR' (E)3€,Si (E)1"HW� ; (E)3/4"HW _-(E)2"CW. (E)1 1/2"CW �o E `j 1... ; 1/2"CW 101 � � 1/2"HW x; E= —3"S �;. 903 � S-1 2 I . ,E w . � .., w 2 2 i - — —(E) 3"S— — � j -----(E)3"S— i(E)CO LU ¢5g N.. EAft __. 'ORRI OR e i \ # i x n++w'M .,_• , taa.,aa\; ' �Ji ... z_. 2 OVERALL PLAN - NEW WORK- PLUMBING 3 1 4 5 1 6 1 OVERALL PLAN - DEMOLITION - PLUMBING 1 /8" =1'-0" 806 KEY NOTES 801 DEMO EXISTING LAVATORY AND CORRESPONDING SANITARY WASTE, VENT, COLD WATER AND HOT WATER PIPING SERVING THIS FIXTURE. CAP THE ENDS OF DEMO'D PIPING AS NECESSARY TO KEEP THE EXISTING SYSTEM FUNCTIONING PROPERLY. 802 DEMO EXISTING PLUMBING FIXTURE AND CORRESPONDING SANITARY WASTE, VENT, COLD WATER PIPING SERVING THIS FIXTURE. CAP THE ENDS OF DEMO'D PIPING AS CLOSE TO THE MAINS TO KEEP THE EXISTING SYSTEMS FUNCTIONING PROPERLY. 803 DEMO EXISTING LAVATORIES/SINK. DEMO EXISTING P-TRAPS AND VENT CONNECTION TO THE LAVATORIES AND CAP THE ENDS OF DEMO'D PIPING AS NECESSARY TO KEEP THE EXISTING SYSTEM FUNCTIONING PROPERLY. THE EXISTING SANITARY STUB UP IN THE WALL AND THE VENT SHALL BE USE FOR NEW SINK IN NEW WORK. 804 DEMO EXISTING FLOOR DRAIN AND CORRESPONDING SANITARY WASTE, VENT. CAP THE ENDS OF DEMO'D PIPING AS CLOSE TO THE MAINS AS POSSIBLE TO KEEP THE EXISTING SYSTEMS FUNCTIONING PROPERLY. 805 DEMO EXISTING HOT AND COLD WATER. CAP AS COLSE TO THE VALVE AS POSSIBLE. 806 ALL EXISTING POOL DRAINAGE, EXISTING VACUUM LINE, EXISTING RETURN LINE AND SKIMMER LINE SERVING THE POOL SHALL BE DISCONECTED FROM THE COLLECTOR TANK, CAPPED 2 AND FILLED WITH CONCRETE. THE COLLECTOR TANK SHALL BE REMOVED ENTIRELY. 807 DEMO EXISTING SINK AND CORRESPONDING SANITARY WASTE, VENT, COLD WATER AND HOT WATER PIPING SERVING THIS FIXTURE. CAP THE ENDS OF DEMO'D DOMESTIC COLD AND HOT WATER PIPING AS CLOSE TO THE MAIN OR BRANCH. CAP THE EXISTING SANITARY AND VENT PIPING AS CLOSE TO THE MAIN OR BRANCH AS POSSIBLE. 808 DEMO ESITING SHOWER HEAD, SHOWER VALVE, TRIM AND GRAB BAR. DEMO EXISTING COLD AND HOT WATER SUPPLY TO THE SHOWER VALVE AS CLOSE TO THE MAIN OR BRANCH AS POSSIBLE. DEMO EXISTING SHOWER DRAIN AND EXISTING SANITARY AND VENT PIPPING AS CLOSE AS POSSIBLE TO THE MAIN OR BRANCH. 809 DEMO EXISTING WALL BOX AND EXISTING DOMESTIC COLD AND HOT WATER TO THE WALL BOX. CAP EXISTING DOMESTIC COLD AND HOT WATER AS CLOSE AS POSSIBLE TO THE MAIN OR BRANCH. 901 ROUTE 1l2"COLD WATER AND 1/2" HOT WATER FROM THE EXITING 3/4" COLD AND HOT WATER PIPING IN THE WALL. 902 EXTEND AND ROUTE 1/2"COLD WATER AND 1/2" HOT WATER FROM THE EXITING 1/2" COLD AND HOT WATER PIPING IN THE WALL. 903 ROUTE 2" VENT PIPING FROM THE NEW SINK UP THE WALL TO ABOVE THE CEILING AND CONNECT TO THE NEAREST EXISTING VENT SYSTEM BRANCH. E r chapuis design group arch itecture. 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 0 w4i www.exp.com `�a Project #: 21000928 UE)X Cert of Auth: 29701 • P PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 C ql� Advenit Health B 3 APRIL 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FER 19,2021 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY Author ��N' �P. p� f`Zie EN No. his ." ° 0 # 4 s► �'A— *a. ATE O i10 t �► 1 ° s ! lvpq N1 OVERALL PLAN - DEMOLITION & NEW A WORK - PLUMBING SCALE 1/8" =1'-0" )'zf F, 3 4 9 C PROJECT NORTH P=1 00 Project Status 14 7w C B A i 9 2 ! 3 4 5 ABBREVIATIONS A { AMPERES HP HORSEPOWER AAC ABOVE ACCESSIBLE CEILING i HZ HERTZ AC i ALTERNATING CURRENT IG ISOLATED GROUND ADA AMERICANS WITH DISABILITIES ACT JB JUNCTION BOX AF AMPERE FRAME KCMIL ' THOUSAND CIRCULAR MILS AFCI ARC FAULT CIRCUIT INTERRUPTER KVA If KILOVOLT -AMPERES AFF ABOVE FINISHED FLOOR KVAR KILOVOLT -AMPERES, REACTIVE AFG I ABOVE FINISHED GRADE KW I KILOWATTS AFU I AMPERE FUSE LTG LIGHTING AIC AMPERES INTERRUPTING CAPACITY, MAX MAXIMUM j SYMMETRICAL j AL ALUMINUM MCB MAIN CIRCUIT BREAKER MCC j MOTOR CONTROL CENTER ARCH ARCHITECT { MECH MECHANICAL AS 1 AMP SWITCH f AT AMP TRIP i { MIN MINIMUM ATS AUTOMATIC TRANSFER SWITCH MLO MAIN LUGS ONLY AWG 1 AMERICAN WIRE GAUGE MTS i 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 I NATIONAL ELECTRICAL CODE CAT CATALOG ! { NF j NON FUSED CB ;CIRCUIT BREAKER NO NORMALLY OPEN CFCI 1 CONTRACTOR FURNISHED NTS CONTRACTOR INSTALLED NOT TO SCALE CKT CIRCUIT OC j ON CENTER CLG { CEILING j OFCI I OWNER FURNISHED CONTRACTOR CO CONDUIT ONLY INSTALLED CONT ? CONTINUATION OFOI OWNER FURNISHED OWNER INSTALLS CU COPPER 0, PH PHASE CT I CURRENT TRANSFORMER PC { PHOTOCELL A DELTA PIR PASSIVE INFRARED DIV { DIVISION I POC POINT OF CONNECTION DWG i DRAWING POS POINT OF SALE EA EACH I PLBG PLUMBING EC EMPTY CONDUIT PT POTENTIAL TRANSFORMER ELEC ' ELECTRICAL PVC ! POLYVINYL CHLORIDE EM ' EMERGENCY PWR POWER EMT 1 ELECTRICAL METALLIC TUBING QTY i QUANTITY EO { ELECTRICALLY OPERATED REC i RECESSED I EP EXPLOSION PROOF RECPT RECEPTACLE EPO EMERGENCY POWER OFF i 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 I EXISTING SURF SURFACE EXT ;EXTERIOR SWBD j SWITCHBOARD FA 1 FIRE ALARM SWGR SWITCHGEAR FACP FIRE ALARM CONTROL PANEL TBD I TO BE DETERMINED FAA FIRE ALARM ANNUNCIATOR I TYP TYPICAL FOH FRONT OF HOUSE UG ' UNDERGROUND FT I FEET OR FOOT ! UNO UNLESS NOTED OTHERWISE I FU FUSE i V VOLTS G GROUND i VFD VARIABLE FREQUENCY DRIVE GEN GENERATOR W i WATTS GFCI GROUND FAULT CIRCUIT INTERRUPTER WP WEATHER PROOF GFI GROUND FAULT INTERRUPTER XFMR TRANSFORMER GFP I GROUND FAULT PROTECTION Y WYE HPRS HORSEPOWER RATED SWITCH HOA HAND OFF AUTOMATIC DEVICE MOUNTING HEIGHT DIAGRAM NOTE MOUNTING HEIGHTS FOR DEVICES UNLESS NOTED OTHERWISE 4" 4" IF �_ BACKSP{ASH l I; <i _J is, FLOOR -- --- RECEPTACLE COMMUNICATION ABOVE ABOVE WALL SWITCH, LOW VOLTAGE & TV COUNTER COUNTER SWITCH, WALL SWITCH RECEPTACLE COMMUNICATIONS OCCUPANCY SENSOR, TIMER & WALLBOX DIMMER CEILING J 12" MAX TO-TOP------_�_.___—_- � r — ! I I I NOTED NOTED ON ON 60" PLANS PLANS 48" 48" 48" i 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 i I:� Dy- i � 6„ LL E I ! I 90" (AUDIBLE t I 8" BELOW CEILING, DEVICES SHALL i I DOOR MAXIMUM 12'-0" AFF. - - .-� NOT BE CLOSER 6" 'a THAN 6" TO TOP 0 I { OF DEVICE TO 4 „ CEILING IN LOW 1 48„ CEILING AREAS) -- i r:-EXIT - FLOOR 1 { I 10%12" 10"-12" . ----- -- ------ ----�- -- - WALL WALL MOUNTED FIRE ALARM FIRE ALARM WALL MOUNTED EMERGENCY PULL VISUAL, AUDIO & OCCUPANCY LIGHT STATION AUDIOVISUAL SENSOR NOTIFICATION FIRE ALARM SYSTEM XXcd I FIRE ALARM VISUAL DEVICE, WALL i j XXcd FIRE ALARM VISUAL DEVICE, CEILING I MOUNTED. 'XXcd' INDICATES STROBE I 1 MOUNTED. 'XXcd'INDICATES STROBE CANDELA RATING CANDELA RATING 75cd UNLESS NOTED OTHERWISE 75cd UNLESS NOTED OTHERWISE [Y I FIRE ALARM AUDIO DEVICE, WALL 0< FIRE ALARM AUDIO DEVICE, CEILING MOUNTED I MOUNTED XXcd 1 FIRE ALARM AUDIOVISUAL DEVICE, XXcd I FIRE ALARM AUDIOVISUAL DEVICE, 2AW X WALL MOUNTED. "XXcd' INDICATES X CEILING MOUNTED.'XXcd' INDICATES STROBE CANDELA RATING STROBE CANDELA RATING. 75cd UNLESS NOTED OTHERWISE i 75cd UNLESS NOTED OTHERWISE NOTE: FOR ABOVE AUDIO AND AUDIOVISUAL DEVICES, SUBSCRIPT'X' INDICATES: (IF NO SUBSCRIPT ADJACENT TO SYMBOL ON PLANS THEN REFER TO SPECIFICATIONS FOR DEVICE TYPE.) H - HORN S - SPEAKER M - MINI HORN- - --- ! CARBON MONOXIDE DETECTOR, CEILING f I MOUNTED I FIRE ALARM PULL STATION C•� HEAT DETECTOR 0? SMOKE DETECTOR, CEILING MOUNTED Y SMOKE DETECTOR, WALL MOUNTED CO - WITH CARBON MONOXIDE j CO - WITH CARBON MONOXIDE E - ELEVATOR RECALL E -ELEVATOR RECALL SD - INTEGRAL SOUNDER BASE SD -INTEGRAL SOUNDER BASE j SS - NON SYSTEM SINGLE STATION TYPE j SS - NON SYSTEM SINGLE STATION TYPE s- X SMOKE DETECTOR, DUCT MOUNTED. I ! X I BEAM SMOKE DETECTOR, SUBSCRIPT SUBSCRIPT'X` INDICATES UNIT SERVED X INDICATES: FIRE/SMOKE DAMPER BT - BEAM TRANSMITTER BR - BEAM RECEIVER r-- JS j TAMPER SWITCH - SMOKE DAMPER RT; i j REMOTE TEST STATION FS FLOW SWITCH A F j FIREFIGHTERS TELEPHONE OUTLET � P� PRESSURE ALARM I IRB� KNOX BOX i CONTROL RELAY O ELECTRO-MAGNETIC DOOR HOLDER FIRE ALARM PANEL I XXXX� f XXXX INDICATES TYPE ELECTRIC FIRE BELUGONG ! 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 I " I COMMUNICATIONS SYSTEM X DATA OUTLET, WALL MOUNTED Q X VOICE OUTLET, WALL MOUNTED X I DATA OUTLET, FLOOR MOUNTED Ri X VOICE OUTLET, FLOOR MOUNTED *X j DATA OUTLET, CEILING MOUNTED aX VOICE OUTLET, CEILING MOUNTED X I I VOICE -DATA OUTLET, WALL MOUNTED 04 AUDIOVISUAL OUTLET, WALL MOUNTED dl VOICE -DATA OUTLET, FLOOR MOUNTED �I AUDIOVISUAL OUTLET, FLOOR X ! -I MOUNTED ��X VOICE -DATA OUTLET, CEILING ' AUDIOVISUAL OUTLET, CEILING I MOUNTED I MOUNTED_ NOTE: FOR ABOVE VOICE, DATA AND AUDIOVISUAL 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 j I j SPEAKER WALL MOUNTED SPEAKER CEILING MOUNTED CCTV CAMERA, WALL MOUNTED _� i j CCTV CAMERA, CEILING MOUNTED TV OUTLET - WALL MOUNTEDTVI TV OUTLET - CEILING MOUNTED I{ PLYWOOD BACKBOARD COMMUNICATIONS SYSTEMS NOTES: 1. FOR WALL AND CEILING MOUNTED DEVICES PROVIDE 4-11116" 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 I s GR� PROXIMITY/CARD READER (DC DOOR CONTACT ES 1 ELECTRIC STRIKE j j ACP ACCESS CONTROL PANEL __I I F L MAGNETIC LOCK ELECTRONIC ACCESS CONTROL SYSTEM NOTES: 1. PROVIDE A 4-11116" 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. 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. LIGHTING R10-E -- UPPER CASE LETTERS INDICATES THE LIGHTING FIXTURE SERIES TYPE, l 7a "*_� NUMBER INDICATES A DIFFERENT FIXTURE TYPE WITHIN THE SERIES NUMBER INDICATES CIRCUIT NUMBER, LOWER CASE LETTER INDICATES SWITCH LEG LIGHT FIXTURE SHADING LEGEND - TYPICAL EACH FIXTURE TYPE NORMAL BRANCH NEC 517 NEC 517 LIFE SAFETY CRITICAL BRANCH BRANCH AND/OR BATTERY PACK -0- 0 • ---- TROFFER ADJUSTABLE DOWNLIGHT I - �- STRIP LIGHT 1 1-0 { SCONCE i I RECESSED STRIP LIGHT -- j PENDANT � I WALL MOUNTED STRIP LIGHT BOLLARD _ i i O I CIRCULAR APERTURE DOWNLIGHT 1 '-� POLE MOUNTED LIGHT [] SQUARE APERTURE DOWNLIGHT (�}► SURFACE MOUNTED SPECIALTY LIGHT I WALL MOUNTED SPECIALTY LIGHT ! _03'' I TRACK MOUNTED SPECIALTY LIGHT (D+ SURFACE MOUNTED ACCENT LIGHT 1' I i WALL MOUNTED ACCENT LIGHT -► I TRACK MOUNTED ACCENT LIGHT Q i SURFACE MOUNTED CHARACTER O ( PENDANT MOUNTED CHARACTER 00 ( FAN - - i TRACK �Q WALL MOUNTED CHARACTER I BASE MOUNTED CHARACTER (� I RECESSED PATH LIGHT i SURFACE PATH LIGHT (� i INGRADE UPLIGHT i ®► INGRADE DIRECTIONAL UPLIGHT UNDERWATER LIGHT +{ SURFACE UNDERWATER LIGHT C:3 ; THEATRICAL LEKO X j THEATRICAL FOLLOW SPOT d THEATRICAL PAR ------- LINEAR LIGHT { { THEATRICAL FRESNEL --� ; LINEAR SLOT LIGHT { I EMERGENCY LIGHT MULTILAMP STRING LIGHT I EXIT SIGNS 4 I CEILING MOUNTED SINGLE FACE EXIT SIGN - ARROWS INDICATE DIRECTION I i ; 1 { CEILING MOUNTED DOUBLE FACE EXIT I SIGN - ARROWS INDICATE DIRECTION X WALL MOUNTED SINGLE FACE EXIT SIGN ARROWS INDICATE DIRECTION KZ '-" WALL MOUNTED DOUBLE FACE EXIT SIGN - ARROWS INDICATE DIRECTION SUBSCRIPT'L' INDICATES LOW LEVEL EXIT SIGN I _ WALL END -MOUNTED SINGLE FACE EXIT SIGN ARROWS INDICATE DIRECTION SWITCHES i CONTROLS X WALL MOUNTED SWITCH ' OCCUPANCY AND VACANCY SENSORS y ab '& INDICATES INDIVIDUAL GANGED ! SWITCHES AND ASSOCIATED SWITCH LEGS CONTROLLED, SUBSCRIPT'X' I X OCCUPANCYNACANCY SENSOR, INDICATES: all j CEILING MOUNTED 2 - DOUBLE POLE OCCUPANCYNACANCY SENSOR, WALL 3 - THREE WAY j �� a I MOUNTED (REFER TO MOUNTING HEIGHT 4 - POUR WAY : LEGEND) D -WALL BOX DIMMER X OCCUPANCYNACANCY SENSOR, WALL EP - EXPLOSION PROOF ab I SWITCH TYPE H - HORSEPOWER RATED K - KEY OPERATED NOTE:'ab' INDICATES SWITCH LEGS I LV -LQW VOLTAGE TYPE CONTROLLED, SUBSCRIPT'X I P - PILOT LIGHT j INDICATES: I T -WALL BOX TIMER W - WIRELESS VS - VACANCY SENSOR TYPE WP WEATHER PROOF ! OS - OCCUPANCY SENSOR TYPE LV - LOW VOLTAGE SWITCH _ LIGHTING CONTROL PANEL CONTROL W - WIRELESS �LCP STATION SUBSCRIPT'X' INDICATES I CONTACTOR, SUBSCRIPT'X' INDICATES UNIQUE IDENTIFIER L C.1 X - ! X TIN CONTROL WALL STATION, LIGHTING! SUBSCRIPT'X` INDICATES UNIQUE ; UNIQUE IDENTIFIER _ IDENTIFIER [F�_CI X PHOTOCELL TC TIME CLOCK, SUBSCRIPT'X' INDICATES X i UNIQUE IDENTIFIER EUi EMERGENCY LIGHTING CONTROL UNIT 'DS L— X DAYLIGHT SENSOR, CEILING MOUNTED I J (ELGIJ) RECEPTACLES DUPLEX RECEPTACLE, WALL MOUNTED '7# DOUBLE DUPLEX RECEPTACLE, WALL MOUNTED I DUPLEX RECEPTACLE, ABOVE DOUBLE DUPLEX RECEPTACLE, ABOVE BACKSPLASH OF CABINET, ; BACKSPLASH OF CABINET, COUNTERTOP OR SINK ! COUNTERTOP OR SINK I l DUPLEX RECEPTACLE, FLUSH MTDIN I DOUBLE DUPLEX RECEPTACLE, FLUSH CEILING i MOUNTED IN CEILING HALF SWITCHED DUPLEX RECEPTACLE, ! ; SIMPLEX RECEPTACLE, WALL MOUNTED WALL MOUNTED i { SPECIAL PURPOSE RECEPTACLE, WALL i SPECIAL PURPOSE RECEPTACLE, MOUNTED. NEMA CONFIGURATION AS I CEILING MOUNTED NEMA TYPEC I NOTED ON PLANS TYPE I CONFIGURATION AS NOTED ON PLANS I OCCUPANCY CONTROLLED/SWITCHED �4, OCCUPANCY CONTROLLED/SWITCHED I DUPLEX RECEPTACLE, ABOVE DUPLEX RECEPTACLE, WALL MOUNTED % BACKSPLASH OF CABINET, OCCUPANCY CONTROLLED/ HALF COUNTERTOP OR SINK r SWITCHED DOUBLE DUPLEX OCCUPANCY CONTROLLED/ HALF { RECEPTACLE, WALL MOUNTED { SWITCHED DOUBLE DUPLEX MA- ! MULTI -OUTLET ASSEMBLY, "X" 1 RECEPTACLE, ABOVE BACKSPLASH OF X INDICATES TYPE CABINET, COUNTERTOP OR SINK X --- RECEPTACLE TYPE L 2 --- NUMBER INDICATES BRANCH CIRCUIT NUMBER NOTE: FOR ABOVE DEVICES, SUBSCRIPT'X' INDICATES: CK - CLOCK HANGER EQ - EQUIPMENT MOUNTED EP - EXPLOSION PROOF F - FURNITURE OR MILLWORK MOUNTED EWC - ELECTRIC WATER COOLER H - HORIZONTALLY MOUNTED GFI - GROUND FAULT INTERRUPTER SS - SURGE SUPPRESSION IG - ISOLATED GROUND WP - WEATHERPROOF T -TAMPER PROOF U - USB TYPE 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 II SHADING REPRESENTS RECEPTACLE ON NEC 701/517 STANDBY/EQUIPMENT I I SHADING REPRESENTS RECEPTACLE BRANCH ON UPS BRANCH FLOOR OUTLETS FLOOR BOX, SINGLE SERVICE TYPE i { j FLOOR BOX, SINGLE SERVICE TYPE - ' {DUPLEX RECEPTACLE I DOUBLE DUPLEX RECEPTACLE FLOOR OX, MULTI -SERVICE TYPE DUPLEX/COMMUNIGATIONS OUTLET 1 (_ ; i FLOOR BOX, MULTI -SERVICE TYPE, j DOUBLE DUPLEX/COMMUNICATIONS OUTLET l POKE THRU, SINGLE SERVICE TYPE 1 FLOOR BOX, SINGLE -SERVICE TYPE DUPLEX RECEPTACLE JBOX (POWER) - UNO D I POKE THRU, MULTI -SERVICE TYPE ' (-- ! L� J `; FLOOR BOX, MULTI -SERVICE TYPE � POWER/COMMUNICATIONS OUTLET i JBOX (POWER)/COMMUNICATIONS OKE THRU, MULTI -SERVICE TYPE JBOX POKE THRU, SINGLE SERVICE TYPE j DOUBLE DUPLEX RECEPTACLE (POWER) COMMUNICATIONS POKE THRU, MULTI -SERVICE TYPE, j POKE THRU, SINGLE -SERVICE TYPE _ (T (�, DOUBLE DUPLEX/COMMUNICATIONS �.� JBOX (POWER) - UNO , . -� � OUTLET FLOOR BOX TYPE (REFER TO SPECIFICATIONS FOR FLOOR BOX TYPES AND _ X .f_-_._ 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, SUBSCRfPT'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) POWER CONNECTIONS ! 1 {J� JUNCTION BOX, WALL MOUNTED (� I JUNCTION BOX, CEILING MOUNTED SPECIAL EQUIPMENT CONNECTION, WALL MOUNTED, SUBSCRIPT'X' SPECIAL EQUIPMENT CONNECTION, ; CEILING MOUNTED. SUBSCRIPT'X' INDICATES UNIQUE IDENTIFIER, REFER X X INDICATES UNIQUE IDENTIFIER, REFER fiO EQUIPMENT CONNECTION SCHEDULE. TO EQUIPMENT CONNECTION SCHEDULE. { DISCONNECT SWITCH, REFER TO { ! (COMBINATION MOTOR STARTER DISCONNECT, REFER TO EQUIPMENT EQUIPMENT CONNECTION SCHEDULE I CONNECTION SCHEDULE FOR FOR DISCONNECT TYPE, UNO DISCONNECT TYPE, UNO MOTOR, SUBSCRIPT'X' DENOTES ' VARIABLE FREQUENCY DRIVE MOTOR DESIGNATION, REFER TO EQUIPMENT CONNECTION SCHEDULE SHUNT TRIP PUSH BUTTON I I PP 'POWER POLE { B - BUILDING SHUNT TRIP ; OR - LIGHTING OVERRIDE I SINGLE LINE SYMBOLS T CKT BREAKER, '###' INDICATES TRIP '#' ###/# SETTING, INDICATES NUMBER OF POLES I X SS - SOLID STATE it �! UTILITY METER GFP -GROUND FAULT PROTECTION I ERMS - ENERGY -REDUCING I -' Ni j MAINTENANCE SWITCH IE jo AUTOMATIC TRANSFER SWITCH EO - ELECTRICALLY OPERATED I �_ / 1 DRAW -OUT CKT BREAKER, '###' INDICATES '# 'INDICATES TRIP SETTING, NUMBER OF i BP a , � I , POLES {� € I ss�d AUTOMATIC TRANSFER SWITCH, { N WITH BYPASS ISOLATION j FUSED SWITCH,'###' INDICATES TRIP ATSIi j I t�__._f� SETTING, `#' INDICATES NUMBER OF POLES - TRANSFORMER ENCLOSED CIRCUIT BREAKER f j d ENCLOSED NON -FUSED DISCONNECT I SHIELD/ISOLATION TRANSFORMER _J SWITCH -�� --- GENERATOR F­_�r,,6—_,4`T- i ENCLOSED FUSED DISCONNECT SWITCH I KIRK KEY INTERLOCK -1 PANEL; PANELBOARD NAME 1 I C ST - SHUNT TRIP ; I �SPD-f SURGE PROTECTIVE DEVICE I ---, i PAD MOUNTED TRANSFORMER DMMJ DIGITAL MULTIMETER I j j f GROUND IN -GRADE BOXES XX H HANDHOLE LH �XXX- -X - BOX NUMBER ME MANHOLE I --SIZE DESIGNATION/TYPE - p]XX PULLBOX --- BOX TYPE HH-HANDHOLE MH-MANHOLE ! PB-PULLBOX ---- ----- - -----� DEVICE NOTES: I ---- UTILITY TYPE REFER TO DETAILS FOR EXACT BOX TYPE, SIZE AND I C-COMMUNICATION SPECIFICATIONS. { P-POWER EMMPLE: CMH-I-01 DISTRIBUTION EQUIPMENT r�-- SWITCHBOARD i { D ! I i - HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) --- INCOMING OR'MAINSECTION DISTRIBUTION SECTION A ID MOTOR CONTROL CENTER D D Fri - -- 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 EIMDPHA1 -- T --T- I I - A,B,C... DESIGNATOR DISTINGUISHES ROOM OR ROOM PANEL SERVED FROM 1,2,3... DESIGNATOR DISTINGUISHES INDIVIDUAL PANEL/SWITCHBOARD i !- H - 480YI277V j L - 208Y/120V j - NOTHING INDICATES LIGHTING/RECEPTACLE PANEL BRANCH PANEL AV - AUDIO VISUAL PANEL DP - DIMMING PANEL GDP - GENERATOR DISTRIBUTION PANEL GSB - GENERATOR SWITCHBOARD j K - KITCHEN PANEL LC - LOAD CENTER LCP - LIGHTING CONTROL PANEL MC - METER CENTER MCC - MOTOR CONTROL CENTER j MDP - MAIN DISTRIBUTION PANEL (SERVICE ENTRANCE) { i 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) I i I N - NORMAL LOADS (HEALTHCARE) I -INDICATES WHICH BUILDING/AREA PANEL IS LOCATED IN (IF REQUIRED) NAME TRANSFORMER R=--- FLOOR MOUNTED TRANSFORMER, NUMBER INDICATES KVA RATING ---- HOUSEKEEPING PAD (TYPICAL, REQUIRED BUT NOT SHOWN ON PLANS) -- INDICATES TRANSFORMER IS SUSPENDED --___---- ------------ ------------------ TRANSFORMER DESIGNATION BLDG-TEIDPHAI -- INDICATES PANEL SERVED - - INDICATES TRANSFORMER ! - - INDICATES WHICH BUILDING/AREA TRANSFORMER IS LOCATED IN (IF REQUIRED) NAME I- I AUTOMATIC TRANSFER SWITCH BLDG-ATSEIHAI AUTOMATIC TRANSFER SWITCH DESIGNATION 1--- i INDICATES PANEL SERVED -- - - INDICATES AUTOMATIC TRANSFER SWITCH ----- INDICATES WHICH BUILDING/AREA AUTOMATIC TRANSFER SWITCH IS LOCATED IN (IF REQUIRED) TAGS AND CALL OUT SYMBOLS SECTION CALLOUT j v� POINT OF CONNECTION SECTION DESIGNATION POINT OF DEMARCATION -1 XXXX — "' SHEET NUMBER A DETAIL CALLOUT \ i X REVISION CALLOUT 11 -� t-DETAIL DESIGNATION 1 X KEYNOTE CALLOUT Vy SHEET NUMBER ; Y DEMOLITION I < R > EXISTING TO BE REMOVED < X > EXISTING TO REMAIN 9 < RL > EXISTING TO BE RELOCATED I < NL > I ± EXISTING - NEW LOCATION _ � DEMOLITION CONDUIT ,� , . i DEMOLITION EQUIPMENT CIRCUITING BLDG-EIMDPHA-1 3#12 #12G,314"C - CIRCUIT NUMBER , I - - CONDUIT SIZE - ----- PANEL DESIGNATION - ----- GROUND CONDUCTOR QUANTITY AND SIZE - ------ CIRCUIT CONDUCTOR QUANTITY AND SIZE LIGHTNING PROTECTION j # AIR TERMINAL, "#" INDICATES TERMINAL -- IM - ; MAIN CONDUCTOR CABLE LENGTH IF GREATER THAN 18", I G .-_- ;COUNTERPOISE CONDUCTOR CABLE SUBSCRIPT'X' INDICATES: A-FLATE SURFACE BASE --- B - ;BONDING CONDUCTOR CABLE I B-FLAT WALL MOUNTED PARAPET BASE I TEE CONNECTOR C-SWIVEL BASE D-RIDGE SADDLE BASE(EXPOSED) E-RIDGE SADDLE BASE (CONCEALED) j =I= i GROUND ROD F-CONCEALED AIR TERMINAL BASE ASSEMBLY, I BONDING CONNECTION G-EASE AIR TERMINAL j o DOWN CONDUCTOR 0 i UP CONDUCTOR GROUNDING 1 GROUND ROD , ! GROUND BUS BAR 3 THIS SHEET ISSUED IN j ITS ENTIRETY 0 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 www.exp.com • �� Project * 21000928 Cert of Auth: 29701 exp. PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS -- UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AdventHealth I ! I I ' ! 1 i j I I APRIL 14, 2021 ASI No.1- AHCA & OWNER REVISIONS _3 -2 MARCH 17, 2021 �AHCA STAGE 3 DOCUMENT SET -- 1 FEB.19,2021 1 ADDENDUM 1 MARK DATE j DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE! MAR. 17, 2021- PROJECT MANAGER ITEC PROJECT DESIGNER TEC- PROJECT ARCHITECT THOMAS E. CHAPUIS AR97109 B LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A A --- si t KUU i UKAL CEVt iNtCK MECHANICAL ENGINEER NIA N/A ELECTRICAL ENGINEER ! NIA INTERIOR DESIGNER FTEC _-_-_-_--- EQUIPMENT PLANNER DRAWN BY N/A Author ttt4t36t8f#fit No. 7G422 k a 0 °-. STATE or "1111 11111It� LEGEND SCALE 12" -1'-0" I :�f 2 3 4 6 Project Status 0. 3 E x C B F. A GFr—.<X> . <X> 20 21 t +70" AFF 004 004 c AN 2 21 101) Q04 .._ I : ..._ $ - 20 ,_.. e:.__ ..... - ;. „ < �, +60 AFF 21': <NLS ? IQGFI .... _ CBDP-31 <X> 20 <NL> 24 24 +60 0 +6 FF F PT RDOR EXAM <X> +CBDP-31 <X> <X> <X> 18 �� �3F r M 10 12 14 <X> _— —�PGYM 4 EXAM3 10 12 CBDP 31 <X> <X> - <X> 14'<'x <NL> CBDP 29E $ 16 <X> +60" AF 1 �9 10 12 i v +60" AFF 35 fT A F F W 0 R K. <X> <NL>. <X> <X> 35 CBDP 29 �L_ _. <>':.. ; 16 _..� GFf - ... ... .::. <X> CBDP-31 _ 8 12 E, M '1 XA :, NIEN <X> 16 <X> 14 <X <X..:::: +96" AFF a, 8 , 8 16'I I TV , � , , <X> € s 4 +96 AFF 31 . ............004II <X>S� , . 1GF1 <NL>:. <z31 " X31 +60" - AF@6Q" / 31, <NL> 60r<NL> 1LN4 3t ! . 004 <X> 8 2 OVERALL PLAN - NEW WORK - POWER 1/8" = 1'-0" 4 5 2 A FL � . UPP1,. - � � -SCUP " <R;, -- N _� \ g ;25 I 25 3 `< BODY HOLDING > ,,rt R ._._... <X> 29 : € Fes. .... _. __. ( �29 1 14 ......... 1 0 <R> — — - <R>> a• € F, AG ZV <R> w 20 \ GFIo ..... 24 ... <X GFI" ` �X> . +70" AFF LOUNGE - 21 CBDP-31 <X> - e.. 26 < > 1 RL CBDP-31 �21:. 21.:: <FZ 20 GF1 / <RL> 4 _ ___ RI I CBDP 31 . �.X {, 9 <X> <X> �18 <X> <X> 1WOR <X> 10 , , 12 14 _ .... 12 I — _. __.. _ _ <X> :�... -- �..... - <X> <X> 4.1., 10 12 CBDP-31 106 <X> - - <X>: ..-V ' '�' <X> 14 <X> <X> CBDP --29 16 10 12 +'n... fEm. ... ,,, % 5'�1 A <IR-> ^p� _ 35 ._ . _ <X> CBDP-29 <RL> <X> <X> 35 19 - i l 16 <X> _ - a_ ... _ _ CBDP 31 <X> <X> - 8 12 i 6: r R <X> s. 1 3 <X> <X>". 16 14� <> <> -- _ <X> _ 8 16 I, 8 F I � x> <X> j<R> _ 31 < > 8 X \' <R>. 31 1 <X> 31 31 �� <RL> <RL> 1LN4 P S GYM _ ... _... .. .. ... _ . �� ! N <RL> 7 .. <X> <RLV' 31 <RL> ...., 7,,,T; �9 9 <RL> <X> \ w R <RL> r JR 31 <RL>' .. w.' g I INS w �. 1 ''... _. ._'. OVERALL PLAN - DEMOLITION - POWER 1/8" =1'-0" 6 GENERAL NOTES: 1 ALL CIRCUITS SHOWN SHALL ORIGINATE IN PANEL 1LN4, UNLESS OTHERWISE NOTED 2 ALL DATA DROPS SHALL BE ROUTED TO NEAREST TELECOMM ROOM. 3 CONTRACTOR TO CONFIRM PANELS 1 LN4 AND CBDP ARE BONDED. IF NOT, A PROVIDE #8 BONDING CONDUCTOR IN MINIMUM 1/2" CONDUIT. 4 REFER TO ARCHITECTURAL DRAWINGS FOR PHASING AND AREAS OF 0 3 KEY NOTES 004 EXTEND EXISTING CIRCUIT(S) CURRENTLY IN THIS ROOM TO NEW RECEPTACLES SHOWN. E 0 L•1 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 •� •a `' • Project #: 21000928 exp, Cert of Auth: 29701 PROJECT FOR ADVENT HEALTH ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 3 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19,2021 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY Author ryi4tioffill t0 .a STATE OF is OVERALL PLAN - DEMOLITION & NEW A WORK - POWER 1/8" =1'-0" ) v PROJECT NORTH Eml 00 1 2 3 4 5 6 Project Status E I] C A 2 i 3 1 4 1 5 1 6 2 OVERALL RCP PLAN - NEW WORK - LIGHTING 1/8" = V-0" OVERALL RCP PLAN - DEMOLITION - LIGHTING _ 1 /8" =1'-0" GENERAL NOTES: 1 SCOPE OF WORK IS LIMITED TO WHAT IS SHOWN ON THE PLANS. IF NOT NOTED OTHERWISE ON PLANS, EXISTING ITEMS ARE EXISTING TO REMAIN. 2 CONTRCTOR TO REFER TO ARCHITECTS ICRA PLANS FOR DEMOLITION REQUIREMENTS. CONTRACTOR TO UTILIZE DEDICATED CRITICAL CIRCUIT FOR REQUIRED ►CRA NEGATIVE AIR MACHINE. 3 REFER TO ARCHITECTURAL DRAWINGS FOR PHASING AND AREAS OF WORK. 2 KEY NOTES 101 RELOCATE EXISTING LIGHT SWITCH TO NEW DOOR LOCATION. EXISTING LIGHTS AND CIRCUITING TO REMAIN. 103 TIE TEMPORARY EXIT SIGN TO NEAREST UNSWITCHED LIFE SAFETY CIRCUIT. 105 EXISTING 2X4 FIXTURES RELOCATED AS SHOWN. EXISTING CONTROLS TO BE DEMOLISHED AND PROVIDE NEW SWITCH AT NEW DOOR CONTROLLING ALL (4) FIXTURES IN SPACE. FIXTURES SHALL REMAIN CIRCUITED TO CURRENT CIRCUIT. 109 EXISTING LIGHTING TO BE CIRCUITED AND CONTROLLED FROM SAME CIRCUIT AND CONTROLS AS WAITING ROOM 201. 110 RELOCATED LIGHTING FIXTURES SHALL REMAIN CIRCUITED TO SAME CIRCUIT. ALL EXISTING CONTROLS TO BE DEMOLISHED. 111 RELOCATED LIGHTING FIXTURES SHALL REMAIN CIRCUITED TO SAME CIRCUIT. ALL EXISTING CONTROLS TO REMAIN. 112 RECONFIGURE EXISTING 3-WAY SWITCH TO BE NON 3-WAY TYPE. 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. 2601 Westhall Lane Maitland, FL 32751 USA www.exp.com •� �j Project #: 21000928 Cert of Auth: 29701 exp, ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 AdventH�ealth 3 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19,2021 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY Author N- 76422 = w STATE OF ORIDPI try 1111110 OVERALL RCP PLAN - DEMOLITION & NEW A WORK - LIGHTING SCALE 1/8" =1'-0" N O N 4 1 1 1 2 3 PROJECT NORTH E=101' Project Status E n C B A 1 1"ARMOVER 1" 90 ELL" BRANCH LINE PIPING SUSPENDED CEILING-\ 1" 90°ELL '-1" DROP 1" x 1/2" REDUCING COUPLING ANEW RECESSED PENDENT SPRINKLER (CENTER OF TILE) SEE NOTE xx THIS SHEET. ABSOLUTELY NO FLEXHEADS WILL BE PERMITTED ON THIS PROJECT x ��REDUCIUCING COUPLING SUSPENDED CEILING-," lillCD NEW CONCEALED PENDENT SPRINKLER THIS DETAIL APPLIES TO ALL AREAS (CENTER OF TILE) SEE NOTE xx THIS SHEET. WHERE ARM-OVERS ARE REQUIRED. TYPICAL SWING JOINT d TYPICAL SWING JOINT 1 12" =1'-0" -� ALL THREAD ROD _�TOLCO FIG. 25 3 SURGE RESTRAINER 12" =1'-0" 1/3 1/3 1/3� PREFERED LOCATION. REFER TO DRAWING FOR EXACT LOCATION. 2 TYPICAL CENTER OF TILE 12" = V-0" (2' X 4' TILE) A 3 61 G15-32.004 ENGINEERING DOCUMENT INFO. 61 G15-32.004 (2)(A-M): A. POINT OF SERVICE: THE POINT OF SERVICE CONSISTS OF AN 8" FIRE MAIN THAT SERVES THE FIRE HYDRANTS ON SITE. EX. FIRE MAIN SHALL IS PROVIDED WITH A BACKFLOW PREVENTION DEVICE ASSEMBLY. FIRE DEPARTMENT CONNECTION IS EXISTING. B. APPLICABLE CODES AND STANDARDS: IN ADDITION TO LOCAL ORDINANCES, APPLICABLE CODES AND STANDARDS ARE AS FOLLOWS: • FLORIDA BUILDING CODE, SEVENTH EDITION (2020) • FLORIDA FIRE PREVENTION CODE, SEVENTH EDITION (2020) • NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019 EDITION • NFPA 25, STANDARD FOR THE INSPECTION, TESTING, AND MAINTENANCE OF WATER -BASED FIRE PROTECTION SYSTEMS, 2017 EDITION C. CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA SHALL BE AS FOLLOWS: ORDINARY HAZARD GROUP 2 (OH2): POOL STORAGE AND AREAS OF SIMILAR FIRE LOAD. D. DESIGN APPROACH SCOPE OF WORK CONSISTS OF THE INSTALLATION OF A REVISED FIRE SPRINKLER SYSTEM. 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 -INCH MUNICIPAL WATER MAIN RUNS ALONG XX ROAD. ONE 8" TAP WILL FEED THE PROJECT. DURATION IS GOOD BASED ON THE HYDRANT FOW TEST SHOWN IN ITEM (F) BELOW. F. FIRE FLOW TEST: • 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. BACKFOW PREVENTION AND METERING SPECIFICATIONS: THE EX. BACKFOW PREVENTION DEVICE ASSEMBLY AND THE METERING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE LOCAL WATER PURVEYOR. THE BACKFOW PREVENTION DEVICE. 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. PREFERED LOCATION. REFER TO DRAWING FOR EXACT LOCATION. 1/3 1/3�1/3►� (2' X 2' TILE) 1/3 11 1/3 11 1/3 4 GENERAL NOTES 1. FIRE PROTECTION SYSTEM TO COMPLY WITH NFPA # 13, AND ALL APPLICABLE STATE AND LOCAL CODES. 2. ADHERE TO AND OBTAIN ALL PERMITS, LICENSES AND ALL GOVERNMENT REQUIREMENTS. 3. FINAL INSPECTION AND APPROVAL BY LOCAL FIRE DEPARTMENT, BLDG. DEPT. AND ARCHITECT/ENGINEER. 4. A VISIT TO THE SITE TO CHECK AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BIDDING TO INSURE THE COORDINATION OF THE FIRE SERVICES WITH EXISTING CONDITIONS. 5. CUTTING OF STRUCTURAL AND/OR ARCHITECTURAL MEMBERS TO BE DONE ONLY WITH THE WRITTEN APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER. 6. FCONTRACTOR SHALL OBTAIN UP TO DATE FLOW TEST INDICATING THE FOLLOWING: »STATIC PRESSURE. ))RESIDUAL PRESSURE. ))FLOW RATE. ))HYDRANT LOCATION. ))DATE. 7. PIPE ROUTING SHOWN SHALL BE USED AND ANY ADDITIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSTALLATION, COORDINATION WITH OTHER TRADES, AND/OR TO MAINTAIN PROPER CLEARANCES SHALL BE PROVIDED. VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS AND AVOID ALL OBSTRUCTIONS OR INTERFERENCES. 8. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS AND ELECTRICAL LIGHTING DRAWINGS FOR CEILING DESCRIPTIONS AND HEIGHTS. 9. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS, FLOORS, ROOFS, ETC., FLASH AND COUNTERFLASH ROOF PENETRATIONS. 11. SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES, CEILING SYSTEMS AND STRUCTURAL SYSTEM. 12. INDICATE CENTER -TO -CENTER DIMENSIONS AND/OR PIPE CUT LENGTHS AND NOMINAL PIPE DIAMETERS ON ALL PIPING. 13. INDICATE PIPE TYPE, SCHEDULE OF WALL THICKNESS AND METHOD OF JOINING ON SHOP DRAWING. 14. PROVIDE STOCK OF EXTRA SPRINKLERS IN ACCORDANCE WITH N.F.P.A.-13. 15. PROVIDE DETAIL AND INDICATE TYPE OF HANGER TO BE INSTALLED FOR SPRINKLER PIPING. METHODS OF HANGING PIPES, HEADERS AND BRANCHES SHALL BE IN ACCORDANCE WITH N.F.P.A. 13. HANGERS SHALL NOT INTERFERE WITH ANY OTHER TRADE. POWDER DRIVEN STUDS SHALL NOT BE USED. 16. ALL GROOVED & SCREWED FITTING SHALL BE APPROVED PRIOR TO ANY INSTALLATION BY ENGINEER WHO RESERVES THE RIGHT TO DISAPPROVE ANY FITTING. 17. ALL SCREWED PIPING SHALL BE SCHEDULE 40 PIPE IN ACCORDANCE WITH SPECIFICATIONS ASTM A135/A795 AND SHALL BE JOINED BY SCREWED JOINTS IN ACCORDANCE WITH SPECIFICATION ANSI B2.1. 18. ALL SPRINKLER PIPING & FITTINGS SHALL BE INSTALLED RUST -FREE. 19. AUTOMATIC SPRINKLER TEMPERATURE RATINGS OF GLASS BULB ELEMENTS TO BE IN ACCORDANCE WITH N.F.P.A. 13. ALL SPRINKLERS SHALL HAVE CORROSIVE -RESISTANT COATING. 20. BE ADVISED THAT PIPING SHOWN IS ARRANGED TO ALLOW FOR FIRE ALARM ZONING. FIRE PROTECTION PIPING ARRANGEMENT SHALL REFLECT AND ALLOW SAME ZONING AS SHOWN. 21. CAUTION: FINAL SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER THROUGH ARCHITECT. NO INSTALLATION SHALL BE PERMITTED UNTIL SPRINKLER SHOP DRAWINGS HAVE BEEN APPROVED. 22. SPRINKLERS SHALL COVER THE ENTIRE AREA OF ALL STRUCTURAL MEMBERS. SPRAY SHALL NOT BE BLOCKED BY WALLS, PARTITIONS OR STRUCTURAL COMPONENTS. 23. IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOUND BETWEEN THESE PLANS, OTHER ENGINEERING PLANS, THE ARCHITECTURAL PLANS AND/OR FIELD CONDITIONS PRIOR TO FINAL BID PRICE OR FINAL PERMITTING. 24. IN CASE OF DISPUTE OR DOUBT AS TO INTENT OF DRAWINGS OR SPECIFICATIONS, OBTAIN ARCHITECT/ENGINEER'S WRITTEN DECISION BEFORE PROCEEDING WITH BID INVOLVED. 25. BEFORE SUBMITTING PROPOSAL OR BID, EXAMINE ALL DRAWINGS AND SPECIFICATIONS RELATING TO THIS PROJECT, THE AMOUNT OF SPACE AVAILABLE FOR PIPING, EQUIPMENT AND CONNECTING SERVICES, THE SITE OF THE WORK, THE REQUIREMENTS TO CORRELATE THE FIRE PROTECTION WORK WITH THAT OF OTHER TRADES AND THE TIME SCHEDULE NECESSARY TO PERFORM THAT WORK. 5 26. AFTER EXAMINATION OF ALL PLANS AND SPECIFICATIONS, INCLUDE ALL THE COSTS NECESSARY FOR ALTERATION, MODIFICATIONS AND/OR ADDITIONS TO THE FIRE PROTECTION SYSTEM(S) NECESSARY TO MAKE A COMPLETE, APPROVED AND FINISHED INSTALLATION IN ALL ASPECTS. IT IS THE INTENT THAT ALL COSTS REQUIRED BE INCLUDED IN THE BID OF THIS TRADE. 27. PIPE SHALL BE REAMED AND CLEANED BEFORE ASSEMBLY, AND AFTER ASSEMBLY. THE ENTIRE PIPING SYSTEM SHALL BE FLUSHED CLEAN. 28. ADJUST NEW AND EXISTING SPRINKLER PIPING AND SPRINKLER HEAD PLACEMENT TO ACCOMMODATE NEW/EXISTING CEILING HEIGHTS AND STRUCTURAL CONFIGURATIONS. 29. PROVIDE SYSTEM(S) WITH FLUSHING CONNECTION(S). 30. PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED DUCTWORK, AN OBSTRUCTION, OR COMBINATIONS OF OBSTRUCTIONS 4 FEET OR WIDER. 31. INDICATE THE ROOM FUNCTIONS FOR EACH AREA ON THE SHOP DRAWINGS. 32. INDICATE THE LOCATION AND SIZE OF BLIND SPACES AND CLOSETS ON THE SHOP DRAWINGS. 33. INDICATE THE TOTAL SQUARE FOOT AREA PROTECTED BY SYSTEM(S) ON EACH FLOOR(S) ON THE SHOP DRAWINGS. 34. INDICATE THE NUMBER OF SPRINKLERS ON EACH RISER PER FLOOR ON THE SHOP DRAWINGS. 35. PROVIDE HEAD GUARDS ON SPRINKLER HEADS ON ALL UPRIGHT SPRINKELRS. 36. ALL PENDENT SPRINKLERS SHALL BE CENTER -OF -TILE, UNLESS MAXIMUM DISTANCES FROM WALLS OR BETWEEN HEADS IS EXCEEDED. ALL SPRINKLER HEADS MOUNTED IN CEILING SHALL BE LOCATED A MINIMUM OF 4" AWAY FROM ANY WALLS, CEILING GRID MEMBERS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICAL INTERSECTING STRUCTURALSURFACE. 37. FIRE PROTECTION CONTRACTOR SHALL ASSIST IN PREPARATION OF COORDINATION DRAWINGS FOR ALL LEVELS WHICH INDICATE ALL THE ENGINEERING DISCIPLINES & FIRE PROTECTION PIPING. THESE DRAWINGS SHALL BE PREPARED & APPROVED BY THE ENGINEER PRIOR TO ANY INSTALLATION. REFER TO SPECIFICATION SECTION 233005 - COORDINATION DRAWINGS. 38. ALL SPRINKLERS SHALL MEET WITH NFPA #13 TEMPERATURE RATINGS FOR FIRE SPRINKLERS (i.e. SPRINKLERS LOCATED IN A HIGH TEMPERATURE ZONE SHALL HAVE HIGH -TEMPERATURE CLASSIFICATION SPRINKLERS AND SPRINKLERS LOCATED IN AN INTERMEDIATE ZONE SHALL HAVE INTERMEDIATE TEMPERATURE CLASSIFICATION SPRINKLERS). 39. FIRE PROTECTION CONTRACTOR SHALL PROVIDE ANY/ALL 1-INCH SPRIG -UPS FOR UPRIGHT SPRINKLERS TO ACHIEVE NFPA REQUIRED DEFLECTOR DISTANCE(S) FROM ANY/ALL STRUCTURAL MEMBERS. COSTS FOR UPRIGHT SPRINKLERS SPRIG -UPS SHALL BE INCLUDED IN THIS BID WHETHER OR NOT SAID SPRIG -UPS ARE GRAPHICALLY SHOWN IN THE BID DOCUMENTS. 40. FIRE SPRINKLER CONTRACTOR SHALL SUBMIT DETAILED SIGNED AND SEALED SPRINKLER SHOP DRAWINGS FOR SEPARATE PLAN CHECK AND APPROVAL. 41. LABEL ALL PIPING ASSOCIATED WITH THE FIRE PROTECTION SYSTEM (EXCEPT SPRINKLER BRANCH LINES) TO INDICATED PIPE USE AND DIRECTION OF FLOW (SEE EXAMPLES). LABELS SHOULD APPEAR AT 10'-0" INTERVALS ALONG PIPING, AND SHOULD BE PLACED SO THEY ARE EASILY VIEWED FROM ANY ACCESS PANELS, LABELS SHALL BE RED WITH WHITE LETTERING, AND SHALL BE SIZED APPROPRIATELY FOR THE PIPE ON WHICH THEY APPEAR. A SAMPLE ALONG WITH MANUFACTURER'S SUBMITTAL DATA SHALL BE SUBMITTED TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO ANY INSTALLATION. 42. THE DESIGN OF THE FIRE PROTECTION/SUPPRESSION SYSTEM IS SCHEMATIC ONLY. CONTRACTOR AND MANUFACTURER SHALL BE RESPONSIBLE FOR ACTUAL DESIGN AND PERFORMANCE PER THE APPLICABLE SPECIFICATIONS AND CODES. 43. ALL SPRINKLER ZONES SHALL MATCH FIRE ALARM / SMOKE ZONES PRECISELY. FIRE SPRINKLER CONTRACTOR SHALL OBTAIN AND COMPARE WITH THE LATEST PLANS/DOCUMENTS TO VERIFY FIRE SPRINKLER AND FIRE ALARM/SMOKE ZONES ARE COORDINATED. 6 FIRE PROTECTION SPRINKLER LEGEND 1/2" BRASS QUICK RESPONSE CONCEALED PENDENT SPRINKLER 165°F - "K" FACTOR 5.6 - VIKING MODEL O• MIRAGE WITH COVER PLATE 135°F (SIN VK462). FINAL COLOR TO BE OBTAINED FROM ARCHITECT IN WRITING. PROVIDE ADDITIONAL 15% SUPPLY OF COVER PLATES. 1/2" BRASS QUICK RESPONSE UPRIGHT SPRINKLER 155°F - "K" FACTOR 5.6 - VIKING MICROFAST MODEL "M" (SIN VK300). EXISTING SPRINKLER FIRE PROTECTION PIPING AND SYMBOL LEGEND 0 NEW PIPING GROOVED FITTING AND/OR COUPLING 0 EXISTING PIPING F.C. FLUSHING CONNECTION 0 UNDERGROUND PIPING NEW OS&Y GATE VALVE PIPE CAPPED WITH TAMPER SWITCH z� z NEW FLOW SWITCH PIPE PLUGGED NEW PRESSURE GAUGE DIELECTRIC UNION NEW BUTTERFLY VALVE DRY -PIPE VALVE ASSEMBLY NEW FLOOR CONTROL ASSEMBLY WITH EXISTING OS&Y GATE BUTTERFLY VALVE, FLOW SWITCH, VALVE WITH TAMPER SWITCH PRESSURE GAUGE, AND INSPECTORS TEST/DRAIN PIPING OUTLET EXISTING FLOW SWITCH NEW CHECK VALVE EXISTING PRESSURE GAUGE NEW STANDPIPE EXISTING BUTTERFLY VALVE NEW HOSE REEL CABINET BUTTERFLY VALVE IN THE VERTICAL RISE INSPECTOR'S TEST/DRAIN - VICTAULIC TESTMASTER II #720 AND SPLASH BLOCK ISO OS&Y IN THE VERTICAL RISE DOUBLE CHECK BACKFLOW PREVENTER EXISTING CHECK VALVE FREE STANDING FIRE DEPARTMENT CONNECTION EXISTING STANDPIPE SAP SPRINKLER ALARM PANEL NEW FIRE VALVE CABINET R ALARM BELL AUXILIARY DRAIN WITH 1" GLOBE VALVE AND 1"x3i4" HOSE ADAPTER FIRE HYDRANT WALL MOUNTED FIRE DEPARTMENT CONNECTION ASFP AIR SAMPLING CONTROL DETECTOR PANEL 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 UNO UNLESS NOTED OTHERWISE FS FLOW SWITCH VRC VICTAULIC REDUCING COUPLING TAGS AND CALL OUT SYMBOLS DPAC DRY -PIPE SYSTEM AIR COMPRESSOR A REVISION CALLOUT QUANTITY 10 KEYNOTE CALLOUT PAAC PRE -ACTION SYSTEM AIR COMPRESSOR QUANTITY ® POINT OF CONNECTION XX SECTION CALLOUT e POINT OF DEMARCATION 1 SECTION DESIGNATION SHEET NUMBER O HYDRAULIC REFERENCE POINT FP3.1 FS FLOW SWITCH EQUIPMENT TAG A DETAIL CALLOUT DETAIL DESIGNATION Fxx'l QUANTITY FP3.1 SHEET NUMBER TS TAMPER SWITCH EQUIPMENT TAG XX QUANTITY 2XI PRESSURE SWITCH EQUIPMENT TAG QUANTITY as FULLY SPRINKLERED SPACE HLL HIGH/LOW PRESSURE CONNECTION EQUIPMENT TAG As PARTIALLY SPRINKLERED SPACE QUANTITY <*> NON SPRINKLERED SPACE HEAT DETECTOR ®, PHOTOELECTRIC DETECTOR ®, IONIZATION DETECTOR DEMOLITION //�� EXISTING PIPING AND/OR SPRINKLERS TO BE REMOVED 7 3 THIS SHEET ISSUED IN ITS ENTIRETY E B A 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 4i www.exp.com •� 0. �' • Project #: 21000928 ex Cert of Auth: 29701 • PROJECT FOR ADVENT HEALTH - ZEPHYRHILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 3 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB. 19,2021 IADDENDUM1 MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE MAR. 17, 2021 - 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 N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY CMZ LEGEND SCALE 12" =1'-0" 1 4 5 6 PROJECT NORTH F=000 Project Status 1 E C C 0 A ,' vv" gg'g�"��: i 10;1,' � { ....... .. ......... .. 2 2 OVERALL PLAN - NEW WORK - FIRE PROTECTION 1/8" =1'-0" A 3 4 5 � � ......................i m�` ... .......� RECEPTION 6 5 DESIGN DENSITY HAZARD CATEGORY SPRINKLER HEAD SPACING HOSE ALLOWANCE SPRINKLER DESIGN DEMAND (gpm/ft2)/ft2 WET DRY ❑A LIGHT HAZARD 225 100 0.10/1500 0,10/1950 © ORDINARY HAZARD GROUP 1 130 250 0.15/1500 0.15/1950 © ORDINARY HAZARD GROUP 2 130 250 0.2011500 0.20/1950 D� EXTRA HAZARD GROUP 1 100 500 0.30/2500 0.30/3250 ❑E ROOM TO BE PROTECTED BY CLEAN AGENT FIRE SUPPRESSION SYSTEM. OVERALL PLAN - DEMOLITION - FIRE PROTECTION 1/8" =1'-0" IAI [01 GENERAL NOTES: 1 THE DESIGN OF THE FIRE PROTECTION/SUPPRESSION SYSTEM IS SCHEMATIC ONLY. CONTRACTOR AND MANUFACTURER SHALL BE RESPONSIBLE FOR ACTUAL DESIGN AND PERFORMANCE PER THE APPLICABLE SPECIFICATIONS AND CODES. 2 ALL SPRINKLER ZONES SHALL MATCH SMOKE CONTROL ZONES PRECISELY. 3 ALL EXISTING FIRE PROTECTION COMPONENTS SHOWN ON THIS PLAN ARE TAKEN FROM AS BUILT DRAWINGS PROVIDED BY THE OWNER AND HAVE BENNE GENERALLY VERIFIED. CONTRACTOR TO VERIFY ALL AREAS OF DEMOLITON PRIOR TO BID. KEY NOTES 601 EXISTING 3" SPRINKLER CROSSMAIN. 602 DEMOLISH EX. SPRINKLER BRANCH LINE AND SPRINKLER AS SHOWN. 603 CONNECT NEW 1" SPRINKLER BRANCH LINES TO EX. 1" SPRINKELR BRANCH LINE. 604 CONNECT NEW 1'Y4" SPRINKLER BRANCH LINE TO EX. SPRINKLER SYSTEM VIA GROUND FLOOR ACCESS TUNNEL. 605 NEW UPRIGHT SPRINKLER UNDER FALSE FLOOR INSTALLED OVER EXISTING POOL. 606 OUTLINE OF EX. POOL. 2 607 PROJECT SCOPE LIMIT LINE. E U 0 chapuis design group arc hitecture.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 09-0 t< www.exp.com •0 y Project #: 2100,0928 `• ex Cert of Auth: 29701 • PROJECT FOR ADVENT HEALTH - ZEPHYRH ILLS UROLOGY SUITE RENOVATION 7050 Gall Blvd. Zephyrhills, FL 33541 3 APRIL 14, 2021 ASI No. 1 - AHCA & OWNER REVISIONS 2 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET 1 FEB.19,2021 ADDENDUM 1 MARK DATE DESCRIPTION PROJECT NUMBER 042-20-164.01 ORIGINAL ISSUE 02/12/21 - PROJECT MANAGER TEC PROJECT DESIGNER TEC PROJECT ARCHITECT THOMAS E. CHAPUIS - AR971093. LANDSCAPE ARCHITECT N/A CIVIL ENGINEER N/A STRUCTURAL ENGINEER N/A MECHANICAL ENGINEER N/A ELECTRICAL ENGINEER N/A INTERIOR DESIGNER TEC EQUIPMENT PLANNER N/A DRAWN BY CMZ OVERALL PLAN - DEMOLITION & NEW WORK - FIRE A PROTECTION 1/8" = V-0" Q PROJECT ninRTN F=1 00 r y N r 1 2 3 4 5 6 Project Status t T f 4 I